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HomeMy WebLinkAboutResolution Zoning 12-Z-130RESOLUTION NO. 12 -Z -_LW A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF SUNNY ISLES BEACH, FLORIDA, ( "CITY ") APPROVING THE ZONING APPLICATION (Z2012 -11) SUBMITTED BY URBIS AND KEY INTERNATIONAL LLLP., (THE "APPLICANT ") PURSUANT TO SECTIONS 265 -18 AND 265 -13 OF THE LAND DEVELOPMENT REGULATIONS OF THE SUNNY ISLES BEACH ( "LDRS ") TO PERMIT THE DEVELOPMENT OF TWO TWENTY -STORY CONDOMINIUM TOWERS WITH A TOTAL OF 230 - RESIDENTIAL UNITS AND AN ENCLOSED COMMERCIAL MARINA, ON THE PROPERTY LOCATED AT 400 SUNNY ISLES BEACH BOULEVARD, SUBJECT TO CONDITIONS; AND PROVIDING THE CITY MANAGER AND CITY ATTORNEY WITH THE AUTHORITY TO DO ALL THINGS NECESSARY TO EFFECTUATE THIS RESOLUTION; PROVIDING FOR AN EFFECTIVE DATE. I. RECITALS. WHEREAS, Urbis and Key International LLLP., (the "Applicant ") submitted a zoning application No. Z2012 -11 to the City of Sunny Isles Beach, FL (the "Application ") (Z2012 -11), requesting the following: 1. Pursuant to Section 265 -18 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting site plan approval for two residential towers containing a combined 230 units and a total of 448,939 square feet. 2. Pursuant to Section 265 -23 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting the utilization of TDRs from the Applicant privately owned TDR Bank in the amount of 83,490 square feet of development rights and 46 dwelling units for the two residential towers. 3. Pursuant to Section 265 -15 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting a variance to permit a pedestal to tower front setback to be 22' -6 ", where a minimum of 25' -0" is allowed in accordance with Section 265 -38 (Summary Chart B) of the Land Development Regulations. 4. Pursuant to Section 265 -15 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting a variance to permit a pedestal to tower side setback to be 0' -0 ", where a minimum of 25' -0" is allowed in accordance with Section 265 -38 (Summary Chart B) of the Land Development Regulations. 5. Pursuant to Section 265 -13 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting a conditional use to permit an enclosed commercial marina. 6. Pursuant to Section 265 -63.3 (G) of the City of Sunny Isles Beach Land 400 Sunny Isles Beach Marina Page 1 of 9 Development Regulations, the Applicant is requesting the use of graphics and murals on a temporary construction fence. LEGAL: Lots 24, 25 and Tracts B, C and D, of Second Revised Plat of Bella Vista Subdivision, according to the Plat thereof, as recorded in Plat Book 50, Page 76, of the Public Records of Miami -Dade County, Florida. Less the following described parcel taken by condemnation proceedings pursuant to instrument recorded in Official Records Book 12676, Page 803 and Order of Taking, recorded in Official Records Book 12722, Page 1619: That parcel of land lying in the Northwest 1/4 of Section 14, Township 52 South, Range 42 East Miami -Dade County, Florida, being a portion of Lots 24 and 25 and Tracts "B ", "C" and "D ", of Second Revised Plat of Bella Vista Subdivision, according to the Plat thereof, as recorded in Plat Book 50, Page 76 of the Public Records of Miami -Dade County, Florida, and being more particularly described as follows: Begin at the Northeast corner of said Tract "D "; thence run South 03° 39'14" East, a distance of 40.06 feet along the East boundary of said Tract "D" to a point on a circular curve concave to the North, having a radius of 1,409.50 feet and tangent bearing at said point South 84 °13'22" West; thence Westerly and Northwesterly along said circular curve through a central angle of 06 °17'27" for an arc distance of 154.76 feet to a point of tangency; thence North 89'29'11" West, a distance of 351.24 feet to a point of curvature of a circular curve to the Northeast, having a radius of 118.50 feet; thence Northwesterly, along said circular curve through a central angle of 36 °46'29" for an arc distance of 76.06 feet to a point on the Westerly boundary of the aforementioned Lot 24; thence North 13 013'15" East, a distance of 8.23 feet along the Westerly boundary of said Lot 24 to the Northwest corner of said Lot 24 being a point on a circular curve concave to the Northeast, having a radius of 303.79 feet and a tangent bearing at said point South 70 °21'01" East; thence Southeasterly, Easterly and Northeasterly along said circular curve through a central angle of 23'18'13" for an arc distance Of 123.56 feet to a point of tangency; thence North 86 °20'46" East for a distance of 451.44 feet to the Point of Beginning. Last two (2) courses being along the Northerly boundary of said Lots 24 and 25 and Tract `B ", "C" and "D ". ADDRESS: 400 Sunny Isles Boulevard, Sunny Isles Beach, Florida WHEREAS, On September 20, 2012, the City Commission conducted a public hearing on the Application; and WHEREAS, the public hearing of the City Commission was advertised and held as required by law, all interested parties concerned in the matter were heard, and due and proper 400 Sunny Isles Beach Marina Page 2 of 9 consideration was given to the matter and to the positive recommendation contained in the City's Community Development Department Review Report; and WHEREAS, notice was provided to all interested parties regarding the Application; and WHEREAS, the City Commission reviewed the Application, the written and oral recommendations of the Community Development Department and all outside consultants who render reports with respect to the Application, including the recommendation conditions, and found substantial competent evidence to support a showing by the Applicant that the request for the Receiving Site Approval, transfer of development rights and site plan approval are, subject to all of the conditions set forth in this Resolution, in compliance with the Land Development Regulations and the Comprehensive Master Plan of the City and maintain the basis intent and purpose of the zoning, subdivision or other land regulations, which is to protect the general welfare of the public , particularly as it affects the stability and appearance of the community. NOW THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF SUNNY ISLES BEACH, FLORIDA, APPLICABLE TO APPLICANT, ITS SUCCESSORS OR ASSIGNS, AS FOLLOWS: II. INCORPORATION OF RECITALS. All recitals are incorporated into the body of this Resolution as if same were fully set forth herein. III.APPROVALS. 1. The Applicant's request for approval of the site plan submitted for the Project known as "400 Sunny Isles Beach Marina" is hereby granted and said site plan is hereby approved subject to all conditions set forth in Section IV below. The failure of performance of any of these conditions shall be deemed a denial of this Application. 2. The Applicant's request to utilize 83,490 square feet of development rights and 46 units from its subbank account in the TDR Bank is hereby approved. 3. The Applicant's request to permit a pedestal to tower front setback to be 22' -6" is hereby approved. 4. The Applicant's request to permit a pedestal to tower (West) side setback to be 0' -0" is hereby approved. 5. The Applicant's request for a conditional use to permit an enclosed commercial marina is hereby approved. 6. The Applicant's request to permit the use of graphics and murals on a temporary construction fence is hereby approved. 400 Sunny Isles Beach Marina Page 3 of 9 IV. CONDITIONS. CONDITIONS TO BE COMPLETED BEFORE BELOW GRADE OF BUILDING PERMITS INCLUDING FOUNDATION PERMITS. ARE ISSUED OR CONSTRUCTION OF ANY NATURE IS COMMENCED. 1. The Applicant shall submit any and all other documentation and payments required by the City to effectuate the transfer of development rights and further procedures being developed to effectuate this program, notwithstanding the fact that such procedures may be formally adopted subsequent to this particular approval, prior to submitting for building permit. 2. Upon the submittal of an application for a building permit, the plans submitted shall be approved by the Community Development Department and be consistent with the specific site plan approved by the City Commission. Plans shall include all the required elements of the site plan pursuant to the City's Land Development Regulations and recommendations. Should compliance with recommendations result in a change that would not be considered "minor" in accordance with Section 265 -18 of the City Code; the Applicant shall be required to obtain another approval of the City Commission. 3. That the project shall be developed substantially in accordance with the plans submitted by Kobi Karp Architecture and Interior Design entitled "400 Sunny Isles Beach Marina" consisting of 40 sheets dated 09.06.2012; the survey entitled "Boundary and Topographic Survey" prepared by Fortin, Leavy, Skiles, Inc., consisting of 1 sheet dated of July 23, 2012; the Civil Plan prepared by V.S.N. Engineering, Inc. consisting of 14 sheets signed and sealed 08.27.2012. Plans may be modified at public hearing. 4. That a plot plan be submitted to the Community Development Department for review. The plot plan shall include all easements proffered by the Applicant to the City, including but not limited to (i) a minimum of seven -feet (7') Bay -Walk easement along the water edge of the property which connects to pedestrian walk path easements or routes located on the eastern and western part of the subject project. The plot plan shall show the type and size of plant materials, lighting, and outdoor furniture which shall be in compliance with the Miami -Dade County Shoreline Committee Regulations. 5. That the Applicant submits a Declaration of Restrictions in recordable form acceptable to the Community Development Department and acceptable to the City Attorney prior to submittal for an application for building permit, which proffers: a minimum of seven -feet (7') Bay -Walk Easement along the water edge of the property which connects to pedestrian walk path easements or routes located on the eastern and western part of the subject property. The maintenance of the easement shall be the responsibility of the Applicant. The Declaration shall provide that the Applicant provide 24 -hour valet parking services for owners and guests. The Applicant shall also include in the Declaration of Restrictions the number of slips provided to non - residents and the parking spaces designated for use by non - resident users of the commercial marina. The Applicant shall construct the Bay -Walk easement to ensure that the Bay -Walk is able to connect with adjacent Bay -Walks located on the east and west of the Applicant's property. The Applicant shall not install any object or structure that obstructs the path of the Bay -Walk. 400 Sunny Isles Beach Marina Page 4 of 9 No other marine type of uses shall be permitted on site except the boat storage use. 6. That in the event of multiple ownership, a homeowner's association be established in accordance with applicable regulations to assure that all common areas and facilities for the residents, as well as all easements dedicated to the City, shall be maintained in continuous and satisfactory manner and without expense to the general taxpayers of the City of Sunny Isles Beach. 7. That the Applicant shall design and construct a decorative landscape facade with a picket fence around the Sewage Pump Station located on Sunny Isles Boulevard subject to the approval of the City Manager or designee and Miami -Dade County Water and Sewer Department ( "Miami- Dade "). The Applicant shall also demolish an existing above ground water tank that is no longer in used by Miami -Dade. The Applicant shall provide the City and Miami -Dade with all design plans before proceeding with construction of the landscape facade and demolishing of the water tank. If Applicant fails to construct the facade and demolish the water tank within two (2) years of approval of this application by the City Commission, the Applicant shall provide the City with a monetary contribution of One Hundred Fifty Thousand ($150,000) for the design and construction of the facade. 8. That in the event of multiple ownership, a homeowner's association be established in accordance with applicable regulations to assure that all common areas and facilities for the residents, as well as all easements dedicated to the City, shall be maintained in continuous and satisfactory manner and without expense to the general taxpayers of the City of Sunny Isles Beach. 9. That the Applicant complies with all conditions and permit requirements, established by Miami -Dade County and Resolution 06 -SDRC -001, adopted on November 27, 2006, by the Shoreline Development Review Committee. Additionally, the Applicant shall comply with the requirements of the Fire and Water and Sewer Departments, Florida Department of Environmental Protection (DEP) and Florida Department of Transportation (FDOT). 10. No building permits shall be issued (except for demolition and sales trailers) unless the Applicant has submitted all documents referred to under this approval and shall have paid all impact fees, bonuses, and Transfer of Development Rights (if applicable), professional fees (as per Section 267 -5 of the City Code and such other applicable Land Development Regulations) due to the City. 11. That the Applicant shall pay all fees related to the review of the application described herein and shall have paid all other fees due to the City. 12. That the Applicant must submit a separate building permit prior any installation of murals or graphics on temporary construction fencing to be approved administratively by the City Manager or designee. 400 Sunny Isles Beach Marina Page 5 of 9 Conditions to be completed before any Certificate of Occupancy is issued. 13. If applicable, a Miami -Dade County tree removal permit must be secured and attached to the landscape permit application prior to demolition. 14. That the palms along Sunny Isles Boulevard must be at least 12' clear -wood Medjool Palms to be consistent with the City Streetscape Master Plan. 15. That the Applicant provides the Signage and Pavement Marking Plan prior to building permit. 16. That the Applicant shall comply with the requirement to underground utilities pursuant to Section 250 -11 of the City Code. 17. Pavers along public bay -walk must be consistent with the paver materials selected for the area by the City. 18. Under Section 267 -4, the City Manager and/or his/her designee in review of any application, may refer any such application presented to it to such engineering, planning, legal, technical, or environmental consultant or professional(s) employed by the City as the Manager shall deem reasonably necessary to enable him/her to review such application as required by law. Charges made by such consultants or professionals shall be in accord with the charges customarily made for such services in Miami -Dade County, and pursuant to an existing contractual agreement by and between the City and such consultant. Charges made by the City shall be in accord with the hourly rates charged by such consultants or hourly rates of employed professionals and shall be paid within 30 days on submission of City voucher. 19. At the time of submission of any application or thereafter, it is required that an escrow account be established, from which withdrawals shall be made to reimburse the City for the cost of professional review services, if any. The Applicant shall then provide funds to the City for deposit into such account in an amount to be determined by the City Manager, based on his/her evaluation of the nature and complexity of the application. The Applicant shall be provided with copies of any City voucher for such services as they are submitted to the City. When the balance in such escrow is reduced to one -third (1/3) of its initial amount, the applicant shall deposit additional funds into such account to bring its balance up to the amount of the initial deposit. If such account is not replenished within thirty-days (30) after the applicant is notified, in writing, of the requirements for such additional deposit, the City may suspend its review of the application. An application shall be deemed incomplete if any amount shall be outstanding. A building permit or Certificate of Use and Certificate of Occupancy shall not be issued unless all professional review fees charged in connection with the applicant's project have been reimbursed to the City. Once all pertinent charges have been paid, the City shall refund to the Applicant any funds remaining on deposit. 20. The Applicant shall furnish payment and performance bond in an amount determined by the Building Official to ensure Applicant's performance of public improvements required pursuant to site plan approval and in accordance with recommendations of the Building 400 Sunny Isles Beach Marina Page 6 of 9 Official after review of construction plans submitted based on development approval granted herein. Any such bond shall be issued by a surety having a minimum rating of A- 1 in the Best's Key Rating Guide, Property /Casualty Edition, shall be subject to the approval of the City, and shall provide that "this bond may not be cancelled or allowed to lapse until 30 days after receipt by the City, by certified mail, return receipt requested, of written notice from the issuer of the bond of intent to cancel or not to renew ". As improvements are made the City, within its discretion, may reduce or eliminate the bond amount. These rights reserved by the City with respect to any construction bond established pursuant to this section are in addition to all other rights and remedies the City may have under this Resolution, in law or in equity. Other Conditions: 21. That the Applicant obtains a Certificate of Occupancy and a Certificate of Use from the City upon compliance with all terms and conditions. The Certificate of Occupancy and Certificate of Use shall be subject to cancellation upon violation of any of the conditions. 22. That the approved site plan shall remain valid for a period of 24- months from the date of approval. If no building permit is issued within the 24 -month time period, the site plan shall be considered null and void and of no force and effect. 23. That the Applicant complies with all City Ordinances, County, State and Federal Laws and Regulations applicable to development and permit approvals. NO BUILDING PERMIT SHALL BE ISSUED UNLESS THE APPLICANT HAS SUBMITTED ALL DOCUMENTS REFERRED TO UNDER THIS RESOLUTION AND SHALL HAVE PAID ALL IMPACT FEES, BONUSES, AND TRANSFER OF DEVELOPMENT RIGHTS TO THE CITY (IF APPLICABLE) OR OTHERWISE PRODUCED EVIDENCE THAT THE PERMITTED PRIVATE DEVELOPMENT RIGHTS AS SET FORTH IN SECTION III HEREIN ABOVE HAVE BEEN TRANSFERRED PROFESSIONAL FEES SECTION 267 OF THE CODE OF THE CITY OF SUNNY ISLES BEACH AND ALL OTHER FEES DUE AND OWING PURSUANT TO THE APPLICABLE LAND DEVELOPMENT REGULATIONS. FAILURE BY THE CITY TO TIMELY ENFORCE ANY OF THE ABOVE CONDITIONS DOES NOT CONSTITUTE A WAIVER OF THE SAME AND IF THE APPLICANT, ITS SUCCESSORS, OR ASSIGNS, DOES NOT PERFORM SUCH CONDITIONS WITHIN FIVE (5) DAYS AFTER WRITTEN NOTICE, THE CITY RETAINS THE RIGHT TO STOP CONSTRUCTION, IF NECESSARY, UNTIL THAT CONDITION IS MET. BY ACTING UNDER THIS APPROVAL, APPLICANT HEREBY CONSENTS TO ALL THESE TERMS AND CONDITIONS. V. AUTHORIZATION OF CITY MANAGER AND CITY ATTORNEY. The City Manager and City Attorney are hereby authorized to do all things necessary to effectuate this Resolution. 400 Sunny Isles Beach Marina Page 7 of 9 VI. SEVERABILITY. If any section, subsection, sentence, clause, phrase, or portion of this Resolution is, for any reason, held invalid or unconstitutional by any Court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and such holding shall not affect the validity of the remaining portions of this Resolution. VII.REPEALER. All Resolutions are parts of Resolutions in conflict herewith shall be hereby and are repealed. VIII. EFFECTIVE DATE. This Resolution shall become effective upon adoption. PASSED AND ADOPTED this 20th day of Se ATTEST: _"C� A a�� Jane A. Hines, City Clerk APPROVED'AS TO FORM AND LEGAL S OWENCY: iTy Attorney Vote: 5 =b Moved by: INS LL ► • • • • ..� .�. _��;� • Mayor Edelcup _/_(Yes) (No) Vice Mayor Thaler /(Yes) (No) Commissioner Aelion l/ (Yes) (No) Commissioner Gatto —V(Yes) (No) Commissioner Scholl (Yes) (No) 400 Sunny Isles Beach Marina Page 8 of 9 STATE OF FLORIDA ) )SS: COUNTY OF MIAMI -DADE ) I, JANE A. HINES, Clerk of the City of Sunny Isles Beach, Florida, do hereby certify that the above and foregoing is a true and correct copy of Resolution No. 12 -Z -130 adopted by the City Commission at its meeting held on the 20th day of September 2012. Issued this day of September, 2012. 400 Sunny Isles Beach Marina Page 9 of 9 Jane A. Hines, CMC, City Clerk a SUNNY 1S4 'P City of Sunny Isles Beach �o F 18070 Collins Avenue Sunny Isles Beach, Florida 33160 ** ** (305) 947 -0606 City Hall (305) 949 -3113 Fax tiF * F LOP \5 (305) 947 -2150 Building Department c�rr OF SUN ''`' 0 (305) 947 -5107 Fax MEMORANDUM TO: The Honorable City Commission VIA: Fred Maas, Acting City Manager FROM: Claudia Hasbun City Planner DATE: September 20, 2012 RE: 400 Sunny Isles Marina 400 Sunny Isles Boulevard Appl. No. Z2012 -11 City Commission Norman S. Edelcup, Mayor Lewis J. Thaler, Vice Mayor Jeanette Gatto, Commissioner Isaac Aelion, Commissioner George "Bud" Scholl, Commissioner Fred Maas, Acting City Manager Hans Ottinot, City Attorney Jane A. Hines, City Clerk REQUEST: This project was initially presented to the City Commission on October 19, 2006, the project was unanimously approved under Resolution 06 -Z -104; the present submission is basically the same design with some minor modifications in order to be in compliance with new City and Fire Department requirements. The Applicant is re- applying for site plan approval for a proposed development consisting of two twenty -story towers on a garage /residential unit pedestal base with a total of 230 units. Additionally, the Applicant proposes an enclosed commercial marina building with 96 enclosed dry storage spaces, 36 wet slips and an area for seven (7) boats in dry storage staging. The Applicant is also requesting approval to utilize 83,490 square feet and 46 units of Transfer Development Rights (TDRs) privately owned by the Applicant. Finally, the Applicant is requesting the use of graphics and murals on a temporary construction fence. RECOMMENDATION: Staff has no objections to the applicant's request. The application is generally consistent with the City Comprehensive Plan and with the City Land Development Regulations. ATTACHMENTS: Zoning Hearing Notice Development Review Report Application (including Letter of Intent) Site and Landscape Plans CITY OF SUNNY ISLES BEACH O NOTICE OF ZONING HEARING NOTICE IS HEREBY GIVEN that a public hearing will be held by the City Commission of the City of Sunny Isles Beach, Florida, in the David P. Samson Commission Chambers, Sunny Isles Beach Government Center, 18070 Collins Avenue, Sunny Isles Beach, Florida on Thursday, September 20 at 6:30 p.m., to consider the following Zoning application: Application: 400 Sunny Isles Beach Marina Location: 400 Sunny Isles Boulevard Public Hearing #: Z2012 -11 Summary: The Applicant is requesting approval for a site plan for the property located at 400 Sunny Isles Boulevard. The Applicant is proposing a development consisting of two twenty -story towers which contained 230 condominium units. Additionally, the Applicant is proposing an enclosed commercial marina as a component of the project, and requesting approval to utilize 83,490 square feet and 46 units of Transfer Development Rights (TDRs) which are privately owned by the Applicant. This Application was approved previously by the City Commission but the approval had expired. Requests: 1. Pursuant to Section 265 -18 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting site plan approval for two residential towers which contained a combined 230 units and with a total of 448,939 square feet. 2. Pursuant to Section 265 -23 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting approval to utilize TDRs from the Applicant privately owned TDR Bank in the amount of 83,490 square feet of development rights and 46 dwelling units for the two residential towers. 3. Pursuant to Section 265 -15 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting a variance to permit a pedestal to tower front setback to be 22' -6 ", where a minimum of 25' -0" is allowed in accordance with Section 265 -38 (Summary Chart B) of the Land Development Regulations. 4. Pursuant to Section 265 -15 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting a variance to permit a pedestal to tower side setback to be 0' -0 ", where a minimum of 25' -0" is allowed in accordance with Section 265 -38 (Summary Chart B) of the Land Development Regulations. 5. Pursuant to Section 265 -13 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting a conditional use to permit an enclosed commercial marina. 6. Pursuant to Section 265 -63.3 (G) of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting the use of graphics and murals on a temporary construction fence. The plans reviewed are on file, and may be examined, in the City Clerk's Office and are entitled "400 Sunny Isles Beach Marina ", prepared by Kobi Karp consisting of 41 sheets dated 08.29.2012; the survey entitled "Boundary and Topographic Survey" prepared by Fortin, Leavy, Skiles, Inc., consisting of 1 sheet dated of July 23, 2012; the Civil Plan prepared by V.S.N. Engineering, Inc. consisting of 14 sheets signed and sealed 08.27.2012. Legal: Lots 24, 25 and Tracts B, C and D, of Second Revised Plat of Bella Vista Subdivision, according to the Plat thereof, as recorded in Plat Book 50, Page 76, of the Public Records of Miami -Dade County, Florida. Less the following described parcel taken by condemnation proceedings pursuant to instrument recorded in Official Records Book 12676, Page 803 and Order of Taking, recorded in Official Records Book 12722, Page 1619: That parcel of land lying in the Northwest '/4 of Section 14, Township 52 South, Range 42 East Miami -Dade County, Florida, being a portion of Lots 24 and 25 and Tracts "B ", "C" and "D ", of Second Revised Plat of Bella Vista Subdivision, according to the Plat thereof, as recorded in Plat Book 50, Page 76 of the Public Records of Miami -Dade County, Florida, and being more particularly described as follows: Begin at the Northeast corner of said Tract "D "; thence run South 03° 39'14" East, a distance of 40.06 feet along the East boundary of said Tract "D" to a point on a circular curve concave to the North, having a radius of 1,409.50 feet and tangent bearing at said point South 84 °13'22" West; thence Westerly and Northwesterly along said circular curve through a central angle of 06 °17'27" for an arc distance of 154.76 feet to a point of tangency; thence North 89'29'11 " West, a distance of 351.24 feet to a point of curvature of a circular curve to the Northeast, having a radius of 118.50 feet; thence Northwesterly, along said circular curve through a central angle of 36 °46'29" for an arc distance of 76.06 feet to a point on the Westerly boundary of the aforementioned Lot 24; thence North 13°1Y1 5" East, a distance of 8.23 feet along the Westerly boundary of said Lot 24 to the Northwest corner of said Lot 24 being a point on a circular curve concave to the Northeast, having a radius of 303.79 feet and a tangent bearing at said point South 70 °21'01" East; thence Southeasterly, Easterly and Northeasterly along said circular curve through a central angle of 23'18'13" for an arc distance Of 123.56 feet to a point of tangency; thence North 86 020146" East for a distance of 451.44 feet to the Point of Beginning. Last two (2) courses being along the Northerly boundary of said Lots 24 and 25 and Tract `B ", "C" and «D„ Size of Property: 2.457 Acres (107,010 sq. ft.) Zone: Town Center District (TCD) All persons are invited to appear at this meeting or be represented by an agent, or to express their views in writing addressed to the City Clerk, City of Sunny Isles Beach, 18070 Collins Avenue, Sunny Isles Beach, Florida, 33160. The courts have ruled that it is improper to contact a City Commission member individually, either orally or in writing about any zoning applications. Maps and other data pertaining to these applications are available for public inspection during normal business hours in City Hall. Any zoning hearing may be continued at this meeting and under such circumstances, additional legal notice would not be provided. Any persons wishing to speak at a public hearing should register with the City Clerk prior to that item being heard. Inquiries regarding the item may be directed to the City Clerk at (305) 792 -1703. Please refer to the hearing number when making an inquiry. If a person decides to appeal any decision made by the City Commission with respect to any matter considered at such meeting or hearing, they will need a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. This notice does not constitute consent by the City for introduction or admission of otherwise inadmissible or irrelevant evidence, nor does it authorize challenges or appeals not otherwise allowed by law. In accordance with the Americans with Disabilities Act, all persons who are disabled and who need special accommodations to participate in this meeting because of that disability should contact the City Manager at 305- 792 -1701, no later than 48 hours prior to the proceeding; if hearing impaired, please telephone the TDD line at 305- 792 -1590 for assistance. Attachment number 2 Wage I of Created: 8/22/12 CH Revised: 8/25/12 CH/AAD Revised: 8/31/12 HO Revised: 9/5/12 CH/AD Revised: 9/10/12 HO F L O 0. C S 'rY O: sum PN CITY OF SUNNY ISLES BEACH DEVELOPMENT REVIEW REPORT 400 SUNNY ISLES BEACH MARINA I. PROJECT SUMMARY Application Number: Z2012 -11 Application Summary: This project was initially presented to the City Commission on October 19, 2006, the project was unanimously approved under Resolution 06 -Z -104; the present submission is basically the same design with some minor modifications in order to be in compliance with new City and Fire Department requirements. The Applicant is re- applying for site plan approval for a proposed development consisting of two twenty -story towers on a garage /residential unit pedestal base with a total of 230 units. Additionally, the Applicant proposes an enclosed commercial marina building with 96 enclosed dry storage spaces, 36 wet slips and an area for seven (7) boats in dry storage staging. The Applicant is also requesting approval to utilize 83,490 square feet and 46 units of Transfer Development Rights (TDRs) privately owned by the Applicant. Finally, the Applicant is requesting the use of graphics and murals on a temporary construction fence. Applicant/Owner: Urbis and Key International, LLLP 848 Brickell Avenue, Suite 700 Miami, FL 33133 II. SITE INFORMATION Land Area: 2.457 Acres (107,010 sq. ft.) (Survey updated July 23, 2012) 1 U: \PLANNING &ZONING2008\ZONING HEARING- APPLICATIONS\2012 APPLICATION\Z2012 -11 400 SUNNY ISLES )J&i1W46�1 \nDate 9/20/2012 28 Created: 8/22/12 CH Revised: 8/25/12 CH/AAD Revised: 8/31/12 HO Revised: 9/5/12 CH/AD Revised: 9/10/12 HO Location: 400 Sunny Isles Boulevard Folio: 31- 2214- 007 -0240 Legal Description: Lots 24, 25 and Tracts B, C and D, of Second Revised Plat of Bella Vista Subdivision, according to the Plat thereof, as recorded in Plat Book 50, Page 76, of the Public Records of Miami -Dade County, Florida. Less the following described parcel taken by condemnation proceedings pursuant to instrument recorded in Official Records Book 12676, Page 803 and Order of Taking, recorded in Official Records Book 12722, Page 1619: That parcel of land lying in the Northwest' /4 of Section 14, Township 52 South, Range 42 East Miami -Dade County, Florida, being a portion of Lots 24 and 25 and Tracts "B ", "C" and "D ", of Second Revised Plat of Bella Vista Subdivision, according to the Plat thereof, as recorded in Plat Book 50, Page 76 of the Public Records of Miami -Dade County, Florida, and being more particularly described as follows: Begin at the Northeast corner of said Tract "D "; thence run South 030 39'14" East, a distance of 40.06 feet along the East boundary of said Tract "D" to a point on a circular curve concave to the North, having a radius of 1,409.50 feet and tangent bearing at said point South 84 013'22" West; thence Westerly and Northwesterly along said circular curve through a central angle of 06 017'27" for an arc distance of 154.76 feet to a point of tangency; thence North 89 °29'11" West, a distance of 351.24 feet to a point of curvature of a circular curve to the Northeast, having a radius of 118.50 feet; thence Northwesterly, along said circular curve through a central angle of 36 °46'29" for an arc distance of 76.06 feet to a point on the Westerly boundary of the aforementioned Lot 24; thence North 13 013'15" East, a distance of 8.23 feet along the Westerly boundary of said Lot 24 to the Northwest corner of said Lot 24 being a point on a circular curve concave to the Northeast, having a radius of 303.79 feet and a tangent bearing at said point South 70 021'01" East; thence Southeasterly, Easterly and Northeasterly along said circular curve through a central angle of 23 018'13" for an arc distance Of 123.56 feet to a point of tangency; thence North 86 °20'46" East for a distance of 451.44 feet to the Point of Beginning. Last two (2) courses being along the Northerly boundary of said Lots 24 and 25 and Tract "B ", "C" and "D ". 2 U:\PLANNING &Z0NING2008\Z0NING HEARING- APPLICATIONS\2012 APPLICATION\Z2012 -11 400 SUNNY ISLES BEACH MARINA Created: 8/22/12 CH Revised: 8/25/12 CH/AAD Revised: 8/31/12 HO Revised: 9/5/12 CHAD Revised: 9/10/12 HO Land Use: Town Center This category is intended to be a moderate to high intensity design - unified area which will contain a concentration of different urban functions integrated both horizontally and vertically. Zoning: Town Center District The purpose of the Town Center District (TCD) is to provide for the use and development of properties within the area designated in the Sunny Isles Beach Comprehensive Plan as the Town Center in a manner consistent with the Community Vision Statement and the policies and objectives of the Future Land Use Element of the Comprehensive Plan. Adjacent Properties: III. REQUEST 1. Pursuant to Section 265 -18 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting site plan approval for two residential towers which contained a combined 230 units and with a total of 448,939 square feet. 2. Pursuant to Section 265 -23 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting to approve the utilization of TDRs from the Applicant privately owned TDRs Bank in the amount of 83,490 square feet of development rights and 46 dwelling units for the two residential towers. 3. Pursuant to Section 265 -15 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting a variance to permit a pedestal to tower front setback to be 22' -6 ", where a minimum of 25' -0" is allowed in accordance with Section 265 -38 (Summary Chart B) of the Land Development Regulations. 4. Pursuant to Section 265 -15 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting a variance to permit a pedestal to tower side setback to be 0' -0 ", where a minimum of 25' -0" is allowed in accordance with Section 265 -38 (Summary Chart B) of the Land Development Regulations. 3 U:\PLANNING &ZONING2008\ZONING HEARING- APPLICATIONS\2012 APPLICATION\Z2012 -11 400 SUNNY ISLES BEACH MARINA Existing Use Zoning Land Use Plan North Vacant Land and Sunny Isles Blvd. Bridge TCD ROS and CF East WASD TCD TC South Intracoastal Water - -- --- West Vacant Land TCD TC III. REQUEST 1. Pursuant to Section 265 -18 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting site plan approval for two residential towers which contained a combined 230 units and with a total of 448,939 square feet. 2. Pursuant to Section 265 -23 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting to approve the utilization of TDRs from the Applicant privately owned TDRs Bank in the amount of 83,490 square feet of development rights and 46 dwelling units for the two residential towers. 3. Pursuant to Section 265 -15 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting a variance to permit a pedestal to tower front setback to be 22' -6 ", where a minimum of 25' -0" is allowed in accordance with Section 265 -38 (Summary Chart B) of the Land Development Regulations. 4. Pursuant to Section 265 -15 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting a variance to permit a pedestal to tower side setback to be 0' -0 ", where a minimum of 25' -0" is allowed in accordance with Section 265 -38 (Summary Chart B) of the Land Development Regulations. 3 U:\PLANNING &ZONING2008\ZONING HEARING- APPLICATIONS\2012 APPLICATION\Z2012 -11 400 SUNNY ISLES BEACH MARINA Created: 8/22/12 CH Revised: 8/25/12 CH/AAD Revised: 8/31/12 HO Revised: 9/5/12 CH/AD Revised: 9/10/12 HO 5. Pursuant to Section 265 -13 of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting a conditional use to permit an enclosed commercial marina. 6. Pursuant to Section 265 -63.3 (G) of the City of Sunny Isles Beach Land Development Regulations, the Applicant is requesting the use of graphics and murals on a temporary construction fence. IV. ZONING REVIEW The plans reviewed are on file, and may be examined, in the City Clerk's Office and are entitled "400 Sunny Isles Beach Marina ", prepared by Kobi Karp consisting of 40 sheets dated 09.06.2012; the survey entitled "Boundary and Topographic Survey" prepared by Fortin, Leavy, Skiles, Inc., consisting of 1 sheet dated of July 23, 2012; the Civil Plan prepared by V.S.N. Engineering, Inc. consisting of 14 sheets signed and sealed 08.27.2012. 265 -37.F (1) Floor Area Ratio: Requires City Commission Approval of TDRs for compliance. Maximum floor area ratio (265- 371(1)(a)) Summary Chart E: Permitted: Base 3.50 (374,535 square feet); with TDRs 4.55 — (486,896 square feet). Provided: 4.19 with TDRs — (448,939 square feet) 2. 265- 37.F(5) Lot Coverage: Complies. Allowed: 90% Maximum - (96,309 sq ft) Provided: 85.6% - (91,677 sq ft) 3. 9ar%- '47 FlAlla1r11-Sethacks and Summary Chart B 4 U:\PLANNING &Z0NING2008\Z0NING HEARING- APPLICATIONS\2012 APPLICATION\Z2012 -11 400 SUNNY ISLES BEACH MARINA Re uired Provided Front (North) Pedestal 15 feet 15 feet 0 inches Complies. Tower 25 feet 22 feet 6 inches Does not Comply Rear (South) Pedestal 0 feet 5 feet 0 inches Complies. Tower 10 feet 42 feet 4 inches Complies. 4 U:\PLANNING &Z0NING2008\Z0NING HEARING- APPLICATIONS\2012 APPLICATION\Z2012 -11 400 SUNNY ISLES BEACH MARINA Created: 8/22/12 CH Revised: 8/25/12 CH/AAD Revised: 8/31/12 HO Revised: 9/5/12 CH/AD Revised: 9/10/12 HO Side (East) Required Provided Pedestal 0 feet 0 feet 0 inches. Complies. Tower 25 feet 136 feet 0 inches. 1,800 sq ft = 153 Complies. Side (West) 128 units above Pedestal 0 feet 2 feet 0 inches. 1,800 sq ft = 256 0 Complies. Tower 25 feet 0 feet 0 inches Commercial Does not Comply *). ( *) Variance requested. 4. 265 -37.F (7) Minimum lot size: Complies. Allowed: 10,000 square feet Provided: 107,010 square feet. 5. 265 -37. F (8) Minimum lot width: Complies. Allowed: 100 feet (Chart E) Provided: 582 feet 6. 265 -37.F (9)(a)(1] Maximum height: Complies. Required: 290 feet with average being 200 feet Provided: 199 feet (204 feet from N.G.V.D.) 7. 265 -37.F (10) Landscaping open space: Complies. Allowed: Minimum 10% Provided: 15.5% 8. 265 -37. F(11) Tower separation and tower width: Complies. Required: Minimum 50 feet tower separation and maximum 200 feet tower width. Provided: Tower separation = 57' -10" Tower width = West & East Tower 192' -0" feet r 0%& AC �....L:..r.• &VJ--rV r aI n1 ' Required Provided Comments Regular (Residential) 102 units below 409 Complies. Size requirement 1,800 sq ft = 153 (9' x18') 265-46 (7)(a) 128 units above 1,800 sq ft = 256 0 (Guest) 0 0 Commercial 73 91 Com lies. U:\PLANNING &ZONING2008\ZONING HEARING- APPLICATIONS\2012 APPLICATION\Z2012 -11 400 SUNNY ISLES BEACH MARINA Created: 8/22/12 CH Revised: 8/25/12 CH/AAD Revised: 8/31/12 HO Revised: 9/5/12 CHAD Revised: 9/10/12 HO Handicap 10 Designated 12 Designated Complies. TOTAL 482 500 Complies. Tandem 100% 29.40% Complies. Loading 3 (10'x 25') 3 (10' x 25) Complies. 10. 265 -56 Signage: Complies. (A) Monument: 33.75 square feet (B) Wall Signs: 14.25 square feet (C) Public Baywalk: To be determined at building permitting. 11. 265- 63.3(G) Construction Fencing: Requires City Commission Approval. 12. 265 -74 Lighting: Complies. Required: Spillover shall not exceed 0.5 footcandles measured vertically along the property line at the perimeter of the property. Provided: Photometric Plan by Kobi Karp dated 8/27/2012. V. PLANNING REVIEW: 1. Comprehensive Plan The proposed development is generally consistent with the following policy of the City of Sunny Isles Beach Comprehensive Plan. Future Land Use Element Objective 11: Encourage new commercial development and redevelopment in the area adjacent to Sunny Isles Boulevard. Objective 12: Develop and implement land use regulations and urban design programs to encourage quality redevelopment in the Sunny Isles Boulevard corridor. This development proposal seeks to develop and redevelop obsolete parcels. Community Design Element Goal. To Foster and promote well designed public and private environments that are harmonious, contribute to an identifiable community identity and preserve the unique aesthetic assets of Sunny Isles Beach's setting and natural environments. Policy 1E. Adopt standards for the design of continuous lineal public access pathways and greenways linking multiple private and public properties, particularly, where appropriate, along shorelines and interconnecting neighborhoods. 6 U:\PLANNING &ZONING2008\ZONING HEARING- APPLICATIONS\2012 APPLICATION\Z2012 -11 400 SUNNY ISLES BEACH MARINA Created: 8/22/12 CH Revised: 8/25/12 CH/AAD Revised: 8/31/12 HO Revised: 9/5/12 CHAD Revised: 9/10/12 HO This development furthers the intent of this policy. 2. Transfer Development Rights The Applicant is requesting to approve the utilization of private's TDRs in the amount of 83,490 square feet of development rights and 46 dwelling units. The Applicant owns 83,490 square feet of TDRs and 46 units approved under Resolution 2006 -1002. 3. Traffic Engineering Traffic Impact Study: To be submitted at building permitting. VI. FINAL ANALYSIS Based on the above review, the application is generally consistent with the City's Comprehensive Plan and the City's Land Development Regulations. As stated previously, this Applicant's project was approved unanimously by the City Commission pursuant to Resolution No. 06 -Z -104, adopted October 19, 2006. The current application is identical to the approved application except for a few minor changes. The minor changes include but are not limited to eliminating requests for a penthouse setback variance and a height variance. The Applicant is also providing a wider bay -walk than that was previously approved under the former application. Staff finds the setback variances requested may be justified due to the depth of the lot and the proposed usage of the structure. Moreover, Staff finds the enclosed commercial marina and use of murals and graphics on temporary construction fencing is warranted. At this time, City Staff has no objection to the Applicant's requests. VII. CONDITIONS If the City approves this application, the application will be subject to the following conditions set forth in Section VII. Conditions to be completed before demolition, below grade or building permits are issued. 1. If applicable, a Miami -Dade County tree removal permit must be secured and attached to the landscape permit application prior to demolition. 2. Palms along Sunny Isles Boulevard must be at least 12' clear -wood Medjool Palms to be consistent with the City Streetscape Master Plan. 3. That the Applicant provides the Signage and Pavement Marking Plan prior to building 7 U:\PLANNING &ZONING2008\ZONING HEARING- APPLICATIONS\2012 APPLICATION\Z2012 -11 400 SUNNY ISLES BEACH MARINA Created: 8/22/12 CH Revised: 8/25/12 CH/AAD Revised: 8/31/12 HO Revised: 9/5/12 CHAD Revised: 9/10/12 HO permit. 4. Upon the submittal of an application for a building permit, the plans submitted shall be approved by the Community Development Department and be consistent with the specific site plan approved by the City Commission. Plans shall include all the required elements of the site plan pursuant to the City's Land Development Regulations and recommendations. Should compliance with recommendations result in a change that would not be considered "minor" in accordance with Section 265 -18 of the City Code; the Applicant shall be required to obtain another approval of the City Commission. 5. That a plot plan be submitted to the Community Development Department for their review. The plot plan shall include all easements proffered by the Applicant to the City, including but not limited to (i) a minimum of seven -feet (7') Bay -Walk easement along the water edge of the property which connects to pedestrian walk path easements or routes located on the eastern and western part of the subject project. The plot plan shall show the type and size of plant materials, lighting, and outdoor furniture which shall be in compliance with the Miami -Dade County Shoreline Committee Regulations. 6. That the Applicant submits a Declaration of Restrictions in recordable form acceptable to the Community Development Department and acceptable to the City Attorney prior to submittal for an application for building permit, which proffers: a minimum of seven -feet (7') Bay -Walk Easement along the water edge of the property which connects to pedestrian walk path easements or routes located on the eastern and western part of the subject property. The maintenance of the easement shall be the responsibility of the Applicant. The Declaration shall provide that the Applicant provide 24 -hour valet parking services for owners and guests. The Applicant shall also include in the Declaration of Restrictions the number of slips provided to non - residents and the parking spaces designated for use by non - resident users of the commercial marina. The Applicant shall construct the Bay -Walk easement to ensure that the Bay -Walk is able to connect with adjacent Bay -Walks located on the east and west of the Applicant's property. 7. That in the event of multiple ownership, a homeowner's association be established in accordance with applicable regulations to assure that all common areas and facilities for the residents, as well as all easements dedicated to the City, shall be maintained in continuous and satisfactory manner and without expense to the general taxpayers of the City of Sunny Isles Beach. 8. That the Applicant complies with all conditions and permit requirements, including but not limited to Miami -Dade County, including environmental conditions and permitting, previous approval issued by Shoreline Development Review Committee. Additionally, the Applicant shall comply with requirements of the Fire and Water and Sewer Departments, Florida Department of Environmental Protection (DEP) and Florida Department of Transportation (FDOT). 8 U:\PLANNING &ZONING2008\ZONING HEARING- APPLICATIONS\2012 APPLICATION\Z2012 -11 400 SUNNY ISLES BEACH MARINA Created: 8/22/12 CH Revised: 8/25/12 CH/AAD Revised: 8/31/12 HO Revised: 9/5/12 CHAD Revised: 9/10/12 HO 9. No building permits shall be issued (except for demolition and sales trailers) unless the Applicant has submitted all documents referred to under this approval and shall have paid all impact fees, bonuses, and Transfer of Development Rights (if applicable), professional fees (as per Section 267 -5 and such other applicable Land Development Regulations) due to the City. 10. That the Applicant shall pay all fees related to the review of the application described herein and shall have paid all other fees due to the City. 11. If approved, the Applicant must submit a separate building permit prior any installation of murals or graphics on temporary construction fencing to be approved administratively by the City Manager or designee. Conditions to be completed before any Certificate of Occupancy is issued. 12. That the Applicant shall design and construct a decorative landscape fagade with a picket fence around the Sewage Pump Station located on Sunny Isles Boulevard subject to the approval of the City and Miami -Dade County Water and Sewer Department ( "Miami- Dade "). The Applicant shall also demolish an existing above ground water tank that is no longer in used by Miami -Dade. The Applicant shall provide the City and Miami - Dade with all design plans before proceeding with construction of the landscape fagade. If Applicant fails to construct the fagade and demolish the water tank within two (2) years of approval this application by the City Commission, the Applicant shall provide the City with a monetary contribution of One Hundred Fifty Thousand ($150,000) for the design and construction of the fagade. 13. That the Applicant shall underground all utility lines in front of the proposed project. 14. Pavers along public bay -walk must be consistent with the paver materials selected for the area by the City. 15. Under Section 267-4, the City Manager and /or his /her designee in review of any application, may refer any such application presented to it to such engineering, planning, legal, technical, or environmental consultant or professional(s) employed by the City as the Manager shall deem reasonably necessary to enable him /her to review such application as required by law. Charges made by such consultants or professionals shall be in accord with the charges customarily made for such services in Miami -Dade County, and pursuant to an existing contractual agreement by and between the City and such consultant. Charges made by the City shall be in accord with the hourly rates charged by such consultants or hourly rates of employed professionals and shall be paid within 30 days on submission of City voucher. 16. At the time of submission of any application or thereafter, it is required that an escrow account be established, from which withdrawals shall be made to reimburse the City for 9 U:\PLANNING &Z0NING2008\Z0NING HEARING- APPLICATIONS\2012 APPLICATION\Z2012 -11 400 SUNNY ISLES BEACH MARINA Created: 8/22/12 CH Revised: 8/25/12 CH/AAD Revised: 8/31/12 HO Revised: 9/5/12 CHAD Revised: 9/10/12 HO the cost of professional review services, if any. The Applicant shall then provide funds to the City for deposit into such account in an amount to be determined by the City Manager, based on his /her evaluation of the nature and complexity of the application. The Applicant shall be provided with copies of any City voucher for such services as they are submitted to the City. When the balance in such escrow is reduced to one -third (1/3) of its initial amount, the applicant shall deposit additional funds into such account to bring its balance up to the amount of the initial deposit. If such account is not replenished within thirty -days (30) after the applicant is notified, in writing, of the requirements for such additional deposit, the City may suspend its review of the application. An application shall be deemed incomplete if any amount shall be outstanding. A building permit or Certificate of Use and Certificate of Occupancy shall not be issued unless all professional review fees charged in connection with the applicant's project have been reimbursed to the City. Once all pertinent charges have been paid, the City shall refund to the Applicant any funds remaining on deposit. 17. The Applicant shall furnish payment and performance bond in an amount determined by the Building Official to ensure Applicant's performance of public improvements required pursuant to site plan approval and in accordance with recommendations of the Building Official after review of construction plans submitted based on development approval granted herein. Any such bond shall be issued by a surety having a minimum rating of A- 1 in the Best's Key Rating Guide, Property /Casualty Edition, shall be subject to the approval of the City, and shall provide that this bond may not be cancelled or allowed to lapse until 30 days after receipt by the City, by certified mail, return receipt requested, of written notice from the issuer of the bond of intent to cancel or not to renew ". As improvements are made the City, within its discretion, may reduce or eliminate the bond amount. These rights reserved by the City with respect to any construction bond established pursuant to this section are in addition to all other rights and remedies the City may have under this Resolution, in law or in equity. Other Conditions: 18. That the Applicant obtains a Certificate of Occupancy and a Certificate of Use from the City upon compliance with all terms and conditions. The Certificate of Occupancy and Certificate of Use shall be subject to cancellation upon violation of any of the conditions. 19. That the approved site plan shall remain valid for a period of 24- months from the date of approval. If no building permit is issued within the 24 -month time period, the site plan shall be considered null and void and of no force and effect. 20. That the Applicant complies with all City Ordinances, County, State and Federal Laws and Regulations applicable to development and permit approvals. (END) 10 U:\PLANNING &ZONING2008\ZONING HEARING- APPLICATIONS\2012 APPLICATION\Z2012 -11 400 SUNNY ISLES BEACH MARINA LYNN M. DANNHEISSER, LLC 3152 Gifford Lane Coconut Grove, Florida 33133 Iynndann @aol.com September 5, 2012 VIA E -MAIL & HAND DELIVERY Claudia Hasbun, City Planner Community Development Department City of Sunny Isles Beach 17070 Collins Avenue Sunny Isles Beach, FL 33160 Attachment number 3 \nPage I of Re: Amended Letter of Intent for 400 Sunny Isles Boulevard/Application for Site Plan Approval and Variance 1 "Marina Property" or "Property" or "Proiect ") Dear Ms. Hasbun: On behalf of Urbis and Key International ( "Applicant "), I respectfully submit this Amended Letter of Intent in connection with the above - referenced application (the "Application "). These plans and this Project were originally and unanimously approved on October 19, 2006 by Resolution 06 -Z -104. Unfortunately, the real estate market turned and the project lay fallow although the TDRs purchased for this project have been renewed each year since. We are happy to report the Applicant has accepted reservations, subject to site plan approval by the City, on a majority of the units, and is now ready to proceed. The plans have been updated to comply with any code changes both within the City, Miami - Dade County Fire and the most recent Florida Building Code. In all other respects, the Project remains identical to the original plans. The only exception in terms of the design is the addition of balconies to four townhomes. The plans have also been amended to reflect changes required by today's updated building, zoning, and fire codes. Once approved, the marina site will shortly be turned into the beautiful gateway project the City deserves and will complement in every way the new Gateway Park currently under construction and the balance of the streetscape plan for Sunny Isles Boulevard. This enclosed updated Application requests a site plan approval with two minor variances customarily granted on the South edge of Sunny Isles Blvd but otherwise meets or exceed all requirements of the District, a request for use of TDRs, a request for approval of a conditional use to permit an enclosed marina for use by the unit owners of the condominium as well as a certain percentage of outside guests, and, finally, a request for use of graphics on a temporary construction fence. This application is being submitted herewith for the City Commission's consideration. The Marina Property consists of a 2.457 acre site located in the City's Town Center Sunny Isles Blvd South Edge District. It meets or exceeds all requirements of this District, the criteria for all requested bonuses (covered garage and mixed use) and is requesting less than the permissible amount of TDRs (less than 30 %) and less than the amount of square footage attributable to the FAR per Section 265 -37 of the City's Land Development Regulations. Agenda Item No.6A \nDate 9/20/2012 38 Attachment number 3 \nPage 2 of Project Descriation. The projects consists of two twenty (20) story interconnecting towers separated by more than the required fifty feet (57.9') and containing a total of two hundred and thirty (230) units and approximately thirty-six (36) wet with seven (7) for dry storage staging and ninety -six (96) enclosed marina slips. The west tower and the east tower contain ninety (90) units each; the pedestal contains fifty (50) units. Apart from meeting all requirements of the Town Center Sunny Isles Blvd South Edge District including setbacks, height, building separation, tower width, lot coverage and open space, twenty-four hour valet parking with the number of proposed spaces exceeding the required number of spaces, when built, the City will proudly call this the signature, gateway project for Sunny Isles Beach. Like the Porsche Building, this Project represents a completely unique product for the City- except with boats. Most "marina" condominiums are built adjacent to an open marina. Here, the luxury condominiums are built around a state -of -the -art enclosed, fully mechanized and computerized, marina facility with slips being a limited common element appurtenant to the individual condominium units. (To the extent any unit owner prefers not to have his/her own slip, it may be offered to the public but Applicant agrees no more than -- per cent of slips and/or dry dock space will be offered to outside guests. Parking is being provided to accommodate outside guests as reflected in the updated data sheet in the plans submitted.) To the best of our knowledge presently, such a project exists in one other place in the State of Florida There are a number of other high tech features not offered elsewhere in the City, such as completely mechanized smart panels to access parking, boat storage slips and stacks as well as the other luxury amenities and full complement of services.) The units themselves are diverse and contain products heretofore not yet introduced to the Sunny Isles Beach housing marketplace, including European flats, lofts, as well as units with private gardens on the lower floors. This project is extremely sensitive to the goals of the zoning created by the City for this District. It offers, at its center, a generous pedestrian level view corridor over sixty (60) feet in width from the street to the bay. It also provides a public Baywalk area and will link the properties to the east and west which will clearly encourage public usership along the waterside marina a goal and vision proffered by the City's leadership for quite some time. The street level restaurant will be of a similar kind and nature to La Piagga adjacent to the Murano on South Beach that creates a "beach -like" festive environment for residents and visitors. Even the marina facility itself has been designed to activate the street and generate pedestrian activity and interest. All of this dovetails well with and enhances the City's creation of the Gateway Park. Bonuses. This marina project qualifies for one the covered garage bonus of .5 [Section 265 -37 F (1)(a)]. TDRS. 'The proposed project meets all requirements of Section 265 -23 and utilizes less than the 30% allowable Transferable Development Rights to this receiver site (only 46 units additional units instead of the full 55 units permitted). Back in 2006, Applicant has purchased and had a transfer approved by Resolution 2006 -1002 83, 490 square feet (46 units) of TDR's and has kept up its yearly payment to ensure they were available for use and maintained in a sub -bank in its name. Although Applicant only now requires 73,000 square feet of TDRs (because the allowable FAR changed to 3.5 by right), because all units are still required, Applicant cannot separate the additional 10, 490 square feet for independent sale and Applicant respectfully requests application of the full amount of its TDRs to this Project. Variances. The Applicant is requesting two (2) minor variances granted to other Applicants along Sunny Isles Blvd as well: one to permit the portion of the Tower to setback from the pedestal on the interior side west side to zero (0'00 ") feet (25' required); and one to permit a setback variance from 25' to 22.6' on the front tower. Simply put, the variances are to: Agenda Item No.6A \nDate 9/20/2012 39 Attachment number 3 \nPage 3 of (a) West Tower to Pedestal setback; (b) Front Tower to Pedestal setback The Commission can consider these variances if they meet the criteria of Section 265 -15G of the Zoning Code, which requires that special conditions and circumstances exist peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same zoning district. The Property is located along the southern edge of Sunny Isles Boulevard, which entitles it to base F.A.R. of 3.5, a base maximum density of 75 unitstacre, and a maximum height of 200 feet. The lot is 639.831 feet in length with 159 feet in depth. It abuts the rising slope of the south side of 163"d Street causeway. Due to the relatively narrow width of the Property, the marina facility located on the east side of the Property, and the request by the Fire Department for an even bigger opening (access) on the westerly setback line from the first submittal, a building with two step - backs, between pedestal and tower and between tower and penthouse, is impossible in order to achieve the maximum permitted F.A.R. and density. Accordingly, the applicant has proposed a 200 -foot high building with only one step back, between pedestal and tower and reduced western tower setback that still achieves the view corridors required by the City. (The tower setback on the west is angled so it goes from zero to 24.99 feet as required by FIRE and slightly short of the required 25 feet and the front setback is 3 feet short of the requirement.) These types of setbacks have already been permitted on the properties to the north. And in the case of the most western tower is barely noticeable as it is positioned above the pedestrian walk to the Bay. The pedestrian walkway remains unobstructed, freely accessible and walkable from the street to the Baywalk. The Applicant seeks no variance from the increased parking requirements. It should be noted, however, that in order to do this, lifts will be utilized for the commercial functions only. A valet will be provided for those functions. (1) The special conditions and circumstances do not result from the actions of the petitioner. The variance requests are not the result of actions of the petitioner. The intrinsic site constraints, the fact that a stand -alone marina is located on this site, and the request from the fire department to have access on the western boundary of the property, have come together to create a predicament whereby the tower on the west side, and the penthouse, in general, cannot meet Code requirements and still achieve what would otherwise be allowable in terms of FAR and density. A building structure cannot be located directly above the marina, so in order to achieve the zoning allowable on this site, the applicant must see the aforementioned variances. (2) Literal interpretation of the provisions of these LDRs deprives the applicant of rights commonly enjoyed by other properties in the same zoning district under the terms of this chapter and works unnecessary and undue hardship on the applicant. Other properties along the southern edge of Sunny Isles Boulevard are entitled to construct buildings with a maximum height of 200 feet. Likewise, others along the Boulevard have been permitted variances from the penthouse setbacks. The particular site, the location of the marina on the site, and the requirements of other agencies such as shoreline and fire create a scenario where the literal interpretation of the applicable LTD provisions work an unnecessary and undue hardship on the applicant. (3) The alleged hardship is not economic and has not been deliberately created to establish a use or structure, which is not otherwise consistent with the LDR's. Agenda Item No.6A\nDate 9/20/2012 40 Attachment number 3 \nPage 4 of The hardships asserted, the narrow width of the property, location of the marina and the lack of flexibility for tower height in the LDR's, are not economic in nature nor have they been deliberately created. Applicant merely seeks to achieve what others along Sunny Isles Boulevard have been permitted. (4) Granting of the variance requested conveys the same treatment to the individual owner as to the owner of other lands, building, or structures in the same zoning district. The granting of the requested variance would permit the applicant to a building with setback relief not unlike the properties to the east and the rights already enjoyed by the other owners of land along the southern edge of Sunny Isles Boulevard. (5) The variance, ifgranted is the minimum variance that makes possible the reasonable use of the land building, or structure. The requested variances represent the minimum variances necessary so that the applicant may construct a building with the allowable height, density, and intensity as is permitted for all properties along the southern edge of Sunny Isles Boulevard. (6) The grant of the variance is in harmony with the general intent and purpose of these LDR's, is not injurious to the neighborhood or otherwise detrimental to public safety and welfare and will not substantially diminish or impair property values within the vicinity. The general intent and purpose of the TCO district is to develop relatively dense mixed -use developments with a maximum height of 200 feet along the southern edge of Sunny Isles Boulevard. Contrary to being "injurious" or "otherwise detrimental", this project incorporates a promenade with benches and lighting along the shoreline for public use and enjoyment, includes numerous public uses as shops, cafes, and views into the highly computerized and mechanized, beautifully designed marina facility that maximizes the visual and physical access to the water through the provision of mixed use facilities as desired by the LDRs. The marina use not found elsewhere in the City and creates a unique product for the City. All of this can be accomplished only with the requested variances which are in harmony with that general intent and purpose as stated above. Public safety and welfare will not be detrimentally affected by the approval of the requested variance and the proposed project will in all likelihood enhance property values within the vicinity. Conditional Use. The Applicant is requesting a conditional use to permit an enclosed marina accommodating and servicing approximately thirty-six (36) wet with seven (7) for dry storage staging and ninety-six (96) enclosed marina slips. Most of these will be owned and used by unit owners of the Project. However, while sales of slips to potential unit owners have been robust, in an effort to maintain flexibility in sales, and only to the extent necessary, the Applicant wishes to offer not more than sixty (60 %) percent of slips to the public sale. The Applicant shall provide the parking required for that percentage whether or not Applicant needs that percentage for public offering. This conditional use meets the requirements of the City's code as follows: (1) The proposed use shall be consistent with the Comprehensive Plan; The marina modernization and beautification will be not only consistent with but also further implement the Comprehensive Plan Town Center Strategy and Objectives 11 and 12 of the Future land Use Element. (2) The establishment, maintenance or operation of the proposed use shall not be detrimental to or endanger the public health, safety, or general welfare; Agenda Item No.6A \nDate 9/20/2012 41 Attachment number 3 Wage 5 of Currently, the boat storage that occurs on the current site is not only unsightly but minimally maintained. The beautiful new marina facility will be an attraction that is completely equipped with the latest safety marina mechanisms and will overall not only not endanger or be detrimental to the public- it will enhance the public health, safety and welfare as well as providing a desirable service to the boating community who long to become residents of Sunny Isles Beach. (3) The proposed use shall be consistent with the community character of the immediate neighborhood of the proposed use; This site has always been used as a marina facility but over the years has become less and less desirable as it became older and less maintained. The new marina will be housed a state -of -the -art brand new building that will match the brand new buildings that have been built along Sunny Isles Boulevard, utilizing this waterway in the best suited way. (4) Utilities, roadway capacity, drainage, and other necessary public facilities, including police, fire and emergency services, shall exist at the City's adopted levels of service, or will be available concurrent with demand as provided for in the requirements of theses LDRs; This conditional use is submitted in tandem with an overall site plan approval that ensures this requirement is met for the project in its entirety including this conditional use. (S) Adequate measures exist or shall be taken to provide ingress and egress to the proposed use in a manner that minimizes traffic congestion in the public streets; The ingress and egress points as well as the stacking and parking have been reviewed by FDOT and sufficient parking has been provided in accordance with the code. Additional a traffic study has been performed and submitted to the City to ensure a minimization of traffic congestion and proper usage of the public streets. (6) The establishment of the conditional use shall not impede the development of surrounding properties for uses permitted in the zoning district; There is nothing inherent in this Project that will impede any development along Sunny Isles Blvd or the TCO South Edge. (7) The design of the proposed use shall minimize adverse effects, including visual impacts, of the proposed use on adjacent property through the use of building orientation, setbacks, buffers, landscaping and other design criteria. The design of the Project has been oriented to provide maximum views to the North, has natural view corridors and minimum adverse affects to adjacent developed properties to the East especially with the WASA site immediately adjacent on the east and the proposed Chabad to be developed on the west side. Applicant has agreed to a beautiful landscape design including for the WASA site as well as along the continuous baywalk along the waterway. This Project and its unique state of the art marina facility will enhance the visual aesthetics of the entire Town Center South Edge District and will be a welcome addition to Sunny Isles Blvd. Graphics on Construction Fence. In accordance with Section265 -63.3 (G) of the City's LDRs, the City Commission, in its discretion, may permit graphics and painted murals on temporary construction fences for aesthetic enhancement of the fence and advertisement of the project to be constructed at site plan Agenda Item No.6A \nDate 9/20/2012 42 Attachment number 3 \nPage 6 of review. Applicant requests permission to affix the graphics depicted as part of the plans and drawings submitted along with this Application. In general, the Applicant maintains this project is: 1. Consistent with the Comprehensive Plan Town Center Strategy and Objectives 11 and 12 of the Future land Use Element. 2. Meets all the other criteria of the LDR's as described herein and as reflected in the plans. 3. Continues the renewal, revitalization and redevelopment of Sunny Isles Boulevard which is underway. In this moderate to high intensity of design - unified area, it affords a concentration of different urban functions horizontally and vertically. 4. Enhances the overall development of the City and produces an environment of desirable character and harmony with the neighbor. It is also consistent with the already approved transfer of development rights of the projects to the east and therefore creates a logical pattern of development in accordance with the City's Code. Finally, this project will afford an interesting diversion from the visual similarity of the current building massing and scale on Sunny Isles Boulevard by featuring a unique and elegant, highly distinctive and generously setback design with accessible pedestrian spaces and retail spaces that will activate the Boulevard and create pedestrian traffic. The towers are distinctive from the 163' Street Causeway because of their "crisp" geometric design elements. At the same time, however, the Applicant has been sensitive to making the ground and garage levels pedestrian friendly and providing interesting diversions like the marina window designs and the restaurant/ retail component of the project. Also, the overall landscaping of the project, including the rooftop terraces, mid level gardens and other architectural features, have been designed to minimize any impact of residential neighbors to the south and to maximize view corridors from the north. As mentioned, the Baywalk will be a significant public benefit to the City with its wonderful access and uses for the public along the waterway and will blend in wonderfully well with the park that is planned by the City along the roadway that loops under the causeway, while continuing to improve the aesthetic appearance of Boulevard which is the gateway to the City. Based on the foregoing, we urge your favorable review and recommendation of this application. Should you have any questions, please feel free to call me at (305) 441 -0222. Sincerely yours, LYNN M. DANNHEISSER LLC B _ IX4 4nn M. Dannheisser LMD/lm cc: Inigo Ardid Kobi Karp Mat Picard Agenda Item No.6A \nDate 9/20/2012 43 FLO O P 'TY OF SUN 1. PUBLIC HEARING APPLICATION 6,C Q E Hearing # Date Recei 0 2012 Folio Numb PLANNING & ZONING 1. Proposed Project Name: Sunny Isles Beach Marina 2. Name of Applicant: Urbis and Key International, LLLP a. If applicant is the owner, give name exactly as recorded on deed. b. If applicant is lessee, attach copy of valid lease of one (1) year or more and Property Owners Sworn-to- Consent. C. If applicant is a corporation, partnership, limited partnership, or trustee, a separate Disclosure of Interest form must be completed. 3. Applicant Mailing Address: 848 Brickell Avenue, Suite 700_ City: Miami State: Florida Zip: 33133 Tel. # (during working hours) (305) 377 -1001 Other 4. Name of Property Owner: Urbis and Key International, LLLP Mailing Address: Same as Above City State Zip Tel. # (during working hours) Other 5. Contact Person: Lynn M. Dannheisser, Esq. Mailing Address: 3152 Gifford Lane City: Miami State: Florida Zip: 33133 Tel. # (during working hours): 305441 -0222 Other: 786 -202 -1133 4. LEGAL DESCRIPTION OF THE PROPERTY COVERED BY THE APPLICATION a. if subdivided, provide lot, block, complete name of subdivision, plat book and page number. b. if metes and bounds description, provide complete legal description (including section, township and range). c. if separate request apply to different areas, provide the legal description of each area covered by a separate request. d. attach a separate, typed sheet if necessary. Verify the legal description is correct. SEE EXHIBIT "A" 5. Address or location of subject property: 400 Sunny Isles Blvd., Sunny Isles Beach, FL 6. Size of property: 107.026 ft. x 639 ft. acres 2A57 7. Date subject property X acquired or leased 0 81e day of August. 2005 term of lease _---years/months. 8. Does property owner own contiguous property to the subject property? If so, give complete legal description of entire contiguous property. (If lengthy, please type on a sheet labeled "Contiguous Property". No 9. Is there an option to purchase Oor lease 0 the subject property or property contiguous thereto? 0 Yes or X No If yes, who are the potential purchasers or lessees? (Complete section of Disclosure of Interest form also). 10. Present zoning classification (s): Town Center (Sunny Isles Beach Blvd. South Edge) 11. REQUEST (S) COVERED UNDER THIS APPLICATION: Please check the appropriate box and give a brief description of the nature of the request in the space provided: • Comprehensive Plan Amendment • District Boundary Change (s) X Site Plan Approval X Conditional Use X Variance o Plat Approval X Transfer Development Rights • Vested Rights • Appeals X Other: Use of Graphics/murals on temporary construction fence 12. Has a public hearing been held on this property within the last year and a half? o yes X no If yes, applicants name Date of heari ng Nature of hearing Decision of hearing Resolution # 13. Is this hearing being requested as a result of violation notice? o yes X no If yes, give name to which violation notice was served Nature of violation 14. Are there any existing structures on the property? X yes ❑ no If yes, briefly describe: Marina facility — to be demolished. 15. Is there any existing use on the property? X yes ❑ no If yes, what is the use and when was it established? Use: Marina since the 1970's. Established: 1970's OWNERSHIP AFFIDAVIT LIMITED FOR PARTNERSHIP STATE OF: FLORIDA COUNTY OF: MIAMI -DADE Public Hearing No. Before me, the undersigned authority, personally appeared Ingo Ardid, Vice President of Key International Development, Inc., hereinafter the Affiant (s), who being first duly sworn by me, on oath, deposes and says: 1. Affiant is the general partner of the Vice President of Key International Development. Inc., the eeneral partner of URBIS AND KEY INTERNATIONAL, LLLP limited partnership, at the following address: 848 Brickell Avenue, Suite 700, Miami, FL 33131 2. Affiant as general partner is authorized to file this application for a public hearing. 3. The limited partnership owns the property, which is the subject of the proposed hearing. 4. The subject property is legally described as: SEE EXHIBIT "A" 5. Affiant understands this affidavit is subject to the penalties of law for perjury and the possibility of voiding of any zoning granted at public hearing. 6. Affiant understands that the matters attached to and made part of the application are honest and true to the best of my knowledge and belief. I understand this application must be complete and accurate before the application can be submitted and the hearing advertised. Witnesses: Signature .--el Print e fr Sig6kure 14X,2.4 A6v1i.A —, 0,F0A Print Name Affiant's Signature .ani 4a )M/) 'l Print Name Sworn to and subscribed before me on the day of r. , 201-L., Affiant is personally known to me or has produced Piks, all ?l as Identification. SIR1`iti i•zRiV ruz s,... MY CoMMIM.0N is EC- 117912 • -•:r r.%P'PrS,Septem!�tr23,20i5 ,or . .... 'iQ �nm' �t5' +i�pa: U:1deflTltef9 Commission xpfts ------ f Notary (St /Seal) DISCLOSURE OF INTEREST If the property, which is the subject of the application, is owned or lease by a PARTNERSHIP or LEWTED PARTNERSHIP, list the principals of the partnership, including general and limited partners. {Note; where the other similar entities, further disclosures shall be required which disclosures the identity of the individual (s) (natural person) having he ultimate ownership interest in the aforementioned entity} . URBIS AND KEY INTERNATIONAL. LLLP PARTNERSHIP OR LIMITED PARTNERSHIP NAME Partner ` : Offieers Address Percentage of Ownership RCZ, LLP Roberto Chapur 8725 NW 18 Terrace, 3 Floor 19.00% Miami Florida Key International, Inc. Jose Ardid 848 Brickell Avenue, Suite 700 4.00% Miami Florida 33131 Key Sunny D, Inc. Diego Ardid 848 Brickell Avenue, Suite 700 2.50% Miami Florida 33131 Key Sunny I, Inc. Ingo Ardid 848 Brickell Avenue, Suite 700 2.50% Miami Florida 33131 Key International Jose Ardid 848 Brickell Avenue, Suite Development, Inc. 700 1.00% Miami Florida 33131 March, Corp. Jose Ardid 848 Brickell Avenue, Suite 700 5.00% Miami Florida 33131 Straat Sunny Isle, LLC Juan Calle 701 Brickell Avenue, Suite 1740 4.00% Miami Florida 33131 DCSA Investements, Inc. Miguel Angel 407 Lincoln Road, Suite Aguado 502 4.00% Miami Beach, Florida 33139 Lilipa Corp. Liliana Paez 10 Venetian Way, Apt. 1102 4.00% Miami Florida 33139 Urbis Sunny Isles, LLC Fermin Molina c/o Michael Silva, Esq. Alonso Holland & Knight LLP 54.00% 701 Brickell Avenue, Suite 3000 Miami Florida 33131 For any changes of ownership or changes in contracts for purchase subsequent to the date of the application, but prior to the date of final public hearing, a supplemental disclosure of interest shall be filed. The above is a full disclosure of all parties of interest in the application to the best of my knowledge and belief. Sienatu n Print Name: v► I q o '1 On behal of Key International, Inc. Sworn to and subscribed before me, This G-� k day of �Me-,—y , 2012 (Seal) SILVIA FERNANDEZ MY COMMISSION A EE 117812 My Commission Expires: EXPIRES: S (ember 23, 2015 � Mie Underw tet Sip-nature: Print Name: On behalf of Urbis Sunny Isles, LLC Sworn to and subscribed before me, This day of .2012 (Seal) Notary Public, State of Florida at Large My Commission Expires: *Disclosure shall not be required of any entity; the equity interest is which are regularly traded on an established securities market in the United States or other country; or any entity, the ownership interest of which are held in a limited partnership consisting of more than 5,000 separate interest and where no one person or entity holds more than a total of 5% of the ownership interest in the limited partnership. Public Hearing No: RESPONSIBILITIES OF THE APPLICANT PLEASE READ CAREFULLY BEFORE SIGNING I hereby acknowledge that I am aware of the preliminary review of plans of the proposed project by the Department of Environmental Protection (DEP), and/or the Department of Environmental Resources Management (DERM), the Florida Department of Transportation (FDOT). In addition, the Miami -Dade County Fire Department (MDFD) for the staging area of the proposed project along with the Miami -Dade County Biscayne Bay Shoreline Development Review Committee will review and comment for approval all development applications. These comments sometimes include requirements for an additional public hearing before (DERM) and the Environmental Quality Control Board, (EQCB) in the preparation and execution of agreements to run with the land, which are recorded, prior to obtaining a building permit. I understand that is my responsibilities as the applicant or applicants representative to promptly follow through with the compliance of DEP, DERM, MDFD, and /or Florida Department of Transportation FDOT requirements or to advise this office in writing if the application will not go forward and may be considered withdrawn. Contact with the above - mentioned agencies is advised during the hearing process. Permit requirements: I also understand that the Florida Building Code, DEP, DERM, MDFD, and /or Florida Department of Transportation FDOT may contain requirements that affect my ability to obtain a required building permit for my project, even if the zoning application is approved at public hearing. I am aware that a Building Permit is required for all construction and that I am responsible for obtaining the required permit, all required inspections, the Certificate of Use and Occupancy or Certificate of Completion for any and all structures and additions whether proposed or existing without permits. Additionally I am aware a Certificate of Use and Occupancy must be obtained for the use of the property, if approved at a Zoning Hearing and that failure to obtain the required permits and/or Certificates of Completion, Use and Occupancy will result in the initiation of enforcement action against the occupant and owner. I further understand that submittal of Zoning Hearing application will not necessary forestall enforcement action against the property. Fees: I understand that the hearing fees paid at the time of filing may not be the total cost of the hearing and that I will be advised of any other fees that can be associated with the public hearing application. Signature 90 xtjii) Print Name Notary: Sworn to and subscribed before me this ib-tl# day of i" A w.+ s - FENWAN�EZ MY COMMISSION i EE 11702 Notary Public tate of Florida S B��a ry Nom° �,3, 20115 My commission expires EXHIBIT A LOTS 24, 25 AND TRACTS B, C AND D, OF SECOND REVISED PLAT OF BELLA VISTA SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 50, PAGE 76, OF THE PUBLIC RECORDS OF MIAMI -DARE COUNTY, FLORIDA. LESS THE FOLLOWING DESCRIBED PARCEL TAKEN BY CONDEMNATION PROCEEDINGS PURSUANT TO INSTRUMENT RECORDED IN OFFICIAL RECORDS BOOK 12676, PAGE 803 AND ORDER OF TAKING, RECORDED IN OFFICIAL RECORDS BOOK 12722, PAGE 1619: THAT PARCEL OF LAND LYING IN THE NORTHWEST ' /a OF SECTION 14, TOWNSHIP 52 SOUTH, RANGE 42 EAST MIAMI -DADE COUNTY, FLORIDA, BEING A PORTION OF LOTS 24 & 25 AND TRACTS `B ", "C" AND "D ", OF SECOND REVISED PLAT OF BELLA VISTA SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 50, PAGE 76, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHEAST CORNER OF SAID TRACT "D ", THENCE RUN SOUTH 03 039'14" EAST. A DISTANCE OF 40.06 FEET ALONG THE EAST BOUNDARY OF SAID TRACT "D" TO A POINT ON A CIRCULAR CURVE CONCAVE TO THE NORTH, HAVING A RADIUS OF 1409.50 FEET AND TANGENT BEARING AT SAID POINT SOUTH 84 013'22" WEST; THENCE WESTERLY AND NORTHWESTERLY ALONG SAID CIRCULAR CURVE THROUGH A CENTRAL ANGLE OF 06 017'27" FOR AN ARC DISTANCE OF 154.76 FEET TO A POINT OF TANGENCY; THENCE NORTH 89 °29'11" WEST, A DISTANCE OF 351.24 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE TO THE NORTHEAST, HAVING A RADIUS OF 118.50 FEET; THENCE NORTHWESTERLY, ALONG SAID CIRCULAR CURVE THROUGH A CENTRAL ANGLE OF 36 046'29" FOR AN ARC DISTANCE OF 76.06 FEET TO A POINT ON THE WESTERLY BOUNDARY OF THE AFOREMENTIONED LOT 24; THENCE NORTH 13 °13'15" EAST, A DISTANCE OF 8.23 FEET ALONG THE WESTERLY BOUNDARY OF SAID LOT 24; TO THE NORTHWEST CORNER OF SAID LOT 24 BEING A POINT ON A CIRCULAR CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 303.79 FEET AND A TANGENT BEARING AT SAID POINT SOUTH 70 °21'01" EAST; THENCE SOUTHEASTERLY, EASTERLY AND NORTHEASTERLY ALONG SAID CIRCULAR CURVE THROUGH A CENTRAL ANGLE OF 23 018'13" FOR AN ARC DISTANCE OF 123.56 FEET TO A POINT OF TANGENCY; THENCE NORTH 86 °20'46" FOR A DISTANCE OF 451.44 FEET TO THE POINT OF BEGINNING. LAST TWO (2) COURSES BEING ALONG THE NORTHERLY BOUNDARY OF SAID LOTS 24 AND 25 AND OF TRACTS `B ", "C" AND "D ". SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF NORTH MIAMI BEACH, MIAMI -DADE COUNTY, FLORIDA AND CONTAINING 107041 SQUARE FEET (2.457 ACRES) MORE OR LESS ADDRESS: 400 SUNNY ISLES BOULEVARD NORTH MIAMI BEACH, FLORIDA City Use Only Date Received Date Issued AUG UG 1 0 2012 P1ANNiNG &ZONING DEPT. APPLICABLE FORM TRANSFER OF DEVELOPMENT RIGHTS PROGRAM CERTIFICATE I. APPLICANT INFORMATION NAME: Urbis and Key International LLLP PHONE: (305) 377 -1001 E -MAIL FAX ADDRESS: 848 Brickell Avenue Suite 700 CITY AND STATE: Miami Florida ZIP CODE: 33133 II. RECEIVER SITE INFORMATION, AS APPLICABLE OWNER'S NAME: Urbis and Key International LLLP PHONE: (305) 377 -1001 E -MAIL FAX ADDRESS: 848 Brickell Avenue Suite 700 CITY AND STATE: Miami Florida ZIP CODE: 33133 PROPERTY ADDRESS/LOCATION 400 Sunny Isles Boulevard LEGAL DESCRIPTION See Exhibit "A" FOLIO NUMBER 31- 2214 - 007 -0240 CURRENT ZONING: Town Center PROPERTY SIZE 2.467 Acres PURCHASE DATE: Au ust 8.2005 Rev 4 14 04 application form - transfer of development rights 2004(ed) EXISTING USE OF PROPERTY Marina EXISTING STRUCTURE ON PROPERTY Marina facility partially destroyed by Hurricane Wilma PROPOSED FLOOR AREA RATIO: 4.31 (with bonuses) DENSITY: 75 units /acre =184 PERCENTAGE OF RIGHTS TO BE RECEIVED: 25% SQUARE FOOTAGE OF FLOOR AREA TO BE RECEIVED:46 X 1815 (Tract B)=83,490 DWELLING UNITS TO BE RECEIVED 46 TOTAL FLOOR AREA RATIO INCLUDING TDR 5.0 or 557,219.52 so ft allowable but using less TOTAL DWELLING UNITS INCLUDING TDR 184 + 46 = 230 III. SENDING SITE INFORMATION, AS APPLICABLE OWNER'S NAME: Urbis and Key International, LLLP PHONE E -MAIL FAX ADDRESS SAME AS ABOVE CITY AND STATE ZIP CODE PROPERTY ADDRESS/LOCATION ( From Porto Bellagio Tract `B" Bank) LEGAL DESCRIPTION FOLIO NUMBER CURRENT ZONING PROPERTY SIZE PURCHASE DATE EXISTING USE OF PROPERTY, EXISTING STRUCTURES ON PROPERTY, BASE FLOOR AREA RATIO PERMITTED UNITS PERMITTED SQUARE FOOTAGE OF FLOOR AREA TRANSFERRED TO TDR BANK DWELLING UNITS TRANSFERRED TO TDR BANK 46 Units Rev 4 14 04 application form - transfer of development rights 2004(ed) 2 IV. APPRAISAL INFORMATION - AS APPLICABLE [APPRAISER MUST BE APPROVED BY THE CITY] NAME N/A PHONE E -MAIL FAX ADDRESS CITY AND STATE ZIP CODE DATE OF APPRAISAL APPRAISAL VALUE OF SITE V. TITLE COMPANY INFORMATION AS APPLICABLE [TITLE COMPANY MUST BE APPROVED BY CITY] A COMMITMENT OF TITLE INSURANCE FOR A FORM `B" MUST BE SUPPLIED BY THE SENDING SITE APPLICANT AS PART OF A COMPLETE APPLICATION NAME OF TITLE COMPANY N/A ADDRESS PHONE E -MAIL FAX VI. SURVEY COMPANY INFORMATION NAME OF SURVEYOR N/A ADDRESS PHONE E -MAIL FAX VII. ENVIRONMENTAL AUDIT INFORMATION [COMPANY MUST BE APPROVED BY CITY] NAME OF COMPANY N/A ADDRESS PHONE E -MAIL FAX Rev 4 14 04 application form - transfer of development rights 2004(ed) VIII. OUTDOOR CODE VIOLATIONS, AS APPLICABLE [PROVIDE CERTIFICATE FROM CITY'S CHIEF CODE INSPECTOR] N/A IX. PROPERTY OWNER CERTIFICATION AND ACKNOWLEDGMENT I HEREBY CERTIFY THAT 1) THE INFORMATION FURNISHED ON THIS APPLICATION AND THE ATTACHMENTS IS TRUE. 2) I AM THE OWNER OF RECORD OF THE PROPERTY DESCRIBED IN SECTION (II) (III). (circle applicable number) 3) IF THE APPLICATION, AS MODIFIED OR AMENDED DURING THE REVIEW AND APPROVAL PROCESS, IS GRANTED, I AGREE, IN CONSIDERATION THEREFORE, TO INDEMNIFY AND HOLD HARMLESS, AND PROMISE NOT TO SUE, THE CITY OF SUNNY ISLES BEACH, INCLUDING ITS OFFICERS AND EMPLOYEES, IN CONNECTION WITH ANY CLAIMS OR OTHER ACTIONS ARISING OUT OF SAID REVIEW AND APPROVAL. 4) I HEREBY ACKNOWLEDGE AND AGREE THAT IF THE PROPERTY IS APPROVED AS A SENDER SITE, IT SHALL BE CONVEYED TO THE CITY AS VACANT PROPERTY WITHOUT ANY STRUCTURES LOCATED THEREON, UNLESS OTHERWISE APPROVED BY THE CITY MANAGER. THE REMOVAL OF STRUCTURES FROM THE SITE SHALL BE AT NO COST OT THE CITY. 5) I HEREBY ACKNOWLEDGE AND AGREE THAT, AT THE EXPIRATION OF THE FIVE YEAR PERIOD COMMENCING WITH THE DATE OF CITY COMMISSION APPROVAL OF THE PROPERTY AS A SENDER SITE, ANY UNUSED DEVELOPMENT RIGHTS TRANSFERRED FROM THE SENDER SITE SHALL EXPIRE, TERMINATE AND BECOME EXTINGUISHED AND UNUSABLE. SIGNATURE OF OWNER (APPLICANT) DATE SIGNATURE OF CO -OWNER (CO- APPLICANT) DATE Rev 4 14 04 application form - transfer of development rights 2004(ed) 4 STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this ;z-4 day of A 5,1, 5-f , 20OLL by -j -A i _fin x/ on behalf of 61W6ts 4 )Ce Si a Florida (corporation) (partnership) (other: n e A S A Q .) He /she is personally known to me or has produced .� a so tea- ! W K'K,04dta *o 0W�. (type of identification produced) as identification and did take An oath. My Commission Expires: UN FERNMEZ W COMMISSION t CE 111812 EXPIRES: So^!ar',ber23, 2016 BondodthruN010 •'ub8cundetwrilere STATE OF FLORIDA COUNTY OF MIAMI -DADE Notary Public, Stat o f Florida Print Name: V 1,y � F-4 n a b-e � The foregoing instrument was acknowledged before me this day of , 200_, by on behalf of a Florida (corporation) (partnership) (other: He/she is personally known to me or has produced (type of identification produced) as identification and did take an oath. My Commission Expires: Notary Public, State o f Florida Print Name: FTL 301707.1 Rev 414 04 application form - transfer of development rights 2004(ed) 5 EXHIBIT "A" LOTS 24, 25 AND TRACTS B, C AND D, OF SECOND REVISED PLAT OF BELLA VISTA SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 50, PAGE 76, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. LESS THE FOLLOWING DESCRIBED PARCEL TAKEN BY CONDEMNATION PROCEEDINGS PURSUANT TO INSTRUMENT RECORDED IN OFFICIAL RECORDS BOOK 12676, PAGE 803 AND ORDER OF TAKING, RECORDED IN OFFICIAL RECORDS BOOK 12722, PAGE 1619: THAT PARCEL OF LAND LYING IN THE NORTHWEST. Y4 OF SECTION 14, TOWNSHIP 52 SOUTH, RANGE 42 EAST MIAMI -DADE COUNTY, FLORIDA, BEING A PORTION OF LOTS 24 & 25 AND TRACTS `B ", "C" AND "D ", OF SECOND REVISED PLAT OF BELLA VISTA SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 50, PAGE 76, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHEAST CORNER OF SAID TRACT "D ", THENCE RUN SOUTH 03 °39'14" EAST. A DISTANCE OF 40.06 FEET ALONG THE EAST BOUNDARY OF SAID TRACT "D" TO A POINT ON A CIRCULAR CURVE CONCAVE TO THE NORTH, HAVING A RADIUS OF 1409.50 FEET AND TANGENT BEARING AT SAID POINT SOUTH 84 013'22" WEST; THENCE WESTERLY AND NORTHWESTERLY ALONG SAID CIRCULAR CURVE THROUGH A CENTRAL ANGLE OF 06 017'27" FOR AN ARC DISTANCE OF 154.76 FEET TO A POINT OF TANGENCY; THENCE NORTH 89°29'11" WEST, A DISTANCE OF 351.24 FEET TO A POINT OF CURVATURE OF A CIRCULAR CURVE TO THE NORTHEAST, HAVING A RADIUS OF 118.50 FEET; THENCE NORTHWESTERLY, ALONG SAID CIRCULAR CURVE THROUGH A CENTRAL ANGLE OF 36 046'29" FOR AN ARC DISTANCE OF 76.06 FEET TO A POINT ON THE WESTERLY BOUNDARY OF THE AFOREMENTIONED LOT 24; THENCE NORTH 13 °13'15" EAST, A DISTANCE OF 8.23 FEET ALONG THE WESTERLY BOUNDARY OF SAID LOT 24; TO THE NORTHWEST CORNER OF SAID LOT 24 BEING A POINT ON A CIRCULAR CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 303.79 FEET AND A TANGENT BEARING AT SAID POINT SOUTH 70 °21'01" EAST; THENCE SOUTHEASTERLY, EASTERLY AND NORTHEASTERLY ALONG SAID CIRCULAR CURVE THROUGH A CENTRAL ANGLE OF 23 018'13" FOR AN ARC DISTANCE OF 123.56 FEET TO A POINT OF TANGENCY; THENCE NORTH 86 °20'46" FOR A DISTANCE OF 451.44 FEET TO THE POINT OF BEGINNING. LAST TWO (2) COURSES BEING ALONG THE NORTHERLY BOUNDARY OF SAID LOTS 24 AND 25 AND OF TRACTS "B ", "C" AND "D" SAID LANDS SITUATE, LYING AND BEING IN THE CITY OF NORTH MIAMI BEACH, MIAMI -DADE COUNTY, FLORIDA AND CONTAINING 107041 SQUARE FEET (2.457 ACRES) MORE OR LESS ADDRESS: 400 SUNNY ISLES BOULEVARD NORTH MIAMI BEACH, FLORIDA Rev 4 14 04 application form- transfer of development rights 2004(ed) 6 Attachment number 4 \nPage 15 of SUNNY it,° 1 7 CITY OF SUNNY ISLES BEACH y1 C. �e flOR` Oti HOLD HARMLESS AGREEMENT M Applicant: Urbis & Key International, LLP In conformity with the requirements set forth in Section 265 -11 of the Code of Ordinances of the City of Sunny Isles Beach, all applications for approval of a development permit may only be filed by the fee simple owner of the land affected by the development permit, or a contract purchaser, or lessee, if applicable, of said land authorized by the fee simple owner, to file such an application. The requirements further require that the applications be notarized by a public notary in the State of Florida. In the instant case, the Applicant Urbis & Key International, LLP (the "Applicant ") has submitted an application for approval of a development permit for the property located at 400 Sunny Isles Blvd, Sunny Isles Beach Florida 33160 (the "Property. "). However, the applicant's application is notarized by a public notary who resides outside the state of Florida. In consideration of the City's acceptance of the Applicant's application notarized by a public notary located outside the state of Florida, the Applicant agrees to defend, indemnify and hold the City, its directors, officers and employees harmless from any claims, liabilities and causes of action arising out of the negligence, error, omission, or intentional acts of the Applicant's public notary, in connection with the application for approval of a development permit submitted by the Applicant. Each party has read and fully understands the terms of this Hold Harmless Agreement. By signing below, each party represents they have full authority to enter into this Hold Harmless Agreement. Nothing herein shall be construed to affect in any way the City's rights, privileges, and immunities under Section 768.28, Florida Statutes. Witness (sign and print name) n M. Dannheisser, Esq. Print/sign name of Applicant's representative C' of kules Beach s Attorney '1* Agenda Item No.6A \nDate 9/20/2012 58 iee� Witness (sign and print name) n M. Dannheisser, Esq. Print/sign name of Applicant's representative C' of kules Beach s Attorney '1* Agenda Item No.6A \nDate 9/20/2012 58 Attachment number 5 Wage 1 of RESOLUTION NO. 2012- A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF SUNNY ISLES BEACH, FLORIDA, AUTHORIZING THE TRANSFER OF DEVELOPMENT RIGHTS ( "TDRS ") IN THE AMOUNT OF EIGHTY THREE THOUSAND FOUR HUNDRED AND NINETY (83,490) SQUARE FEET OF FLOOR AREA AND FORTY SIX UNITS (46) TO URBIS AND KEY INTERNATIONAL LLLP FOR THE PROPERTY LOCATED AT 400 SUNNY ISLES BOULEVARD; FROM THE SUB -BANK ACCOUNT OWNED BY URBIS AND KEY INTERNATIONAL LLLP,; DIRECTING THE ZONING ADMINISTRATOR OR DESIGNEE TO TRANSFER THE TDRS FROM THE SUB -BANK ACCOUNT IN ACCORDANCE WITH ZONING RESOLUTION ; AUTHORIZING THE ADJUSTMENT AND MODIFICATION OF THE TDR SUB -BANK; PROVIDING THE CITY MANAGER WITH THE AUTHORITY TO DO ALL THINGS NECESSARY TO EFFECTUATE THIS RESOLUTION; PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, by Zoning Resolution No. , adopted September 20, 2012, the City Commission approved the zoning application submitted by Urbis and Key International, LLLP (Commonly known as "400 Sunny Isles Beach Marina ") for the transfer of TDRS in the amount of 83,490 square feet of floor area and 46 dwelling units; and WHEREAS, by Resolution No. 2006 -1002, adopted October 19, 2006, the City Commission approved the transferring of TDRs, currently owned by Urbis and Key International, LLLP in the amount 83,490 square feet and 46 dwelling units; and WHEREAS, by Resolution No. 2010 -1545, adopted March 18, 2010, the City Commission approved the extension of useful life of development rights owned by Urbis and Key International, LLLP and the Applicant has been paying the annual fees on a timely basis, and WHEREAS, the City's Private TDR Sub -Bank balance will be adjusted to reflect the assignment of TDRS to the Applicant to reflect the reduction of eighty three thousand four hundred and ninety (83,490) square feet of floor area and forty six (46) dwelling units; and WHEREAS, the property receiving the TDRS is described as follows: Parcel 1. Lots 24, 25 and Tracts B, C and D, of Second Revised Plat of Bella Vista Subdivision, according to the Plat thereof, as recorded in Plat Book 50, Page 76, of the Public Records of Miami -Dade County, Florida. (107,010 sq. ft.). 400 Sunny Isles Boulevard. WHEREAS, the City Commission agrees to authorize the transfer of the TDRs contemplated herein in accordance with its transfer of development rights ordinance. Urbis & Key International TDR Bank Page 1 of 3 Agenda Item No.6A \nDate 9/20/2012 59 Attachment number 5 Wage 2 of NOW THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF SUNNY ISLES BEACH, FLORIDA, AS FOLLOWS: Section L. Incorporation of Recitals. The foregoing recitals are true and correct and are incorporated herein by reference as if they are fully set forth herein. Section 2. Authorizing the Transfer of Development Rights. Pursuant to Section 265 -23 of the City Code and in accordance with Zoning Resolution No. , the City Commission hereby authorizes the transfer of the development rights in the amount of 83,490 square feet of floor area and 46 dwelling units to Urbis and Key International, LLLP from the private TDR sub - account of Urbis and Key International, LLLP. Section 3. Directive to Zoning Administrator. The Zoning Administrator or designee is hereby directed to transfer the development rights from TDR Bank to Urbis and Key International, LLLP, in accordance with Zoning Resolution No. Section 4. Authority of the City Manager. The City Manager is hereby authorized to do all things necessary to effectuate this Resolution. Section 5. Effective Date. This Resolution shall become effective upon adoption. PASSED AND ADOPTED this 20 day of December, 2012. ATTEST: Jane A. Hines, City Clerk APPROVED AS TO FORM AND LEGAL SUFFICIENCY: Hans Ottinot, City Attorney Moved by: Seconded by: Vote: Urbis & Key International TDR Bank Page 2 of 3 Norman S. Edelcup, Mayor Agenda Item No.6A \nDate 9/20/2012 60 Mayor Edelcup Vice Mayor Thaler Commissioner Aelion Commissioner Gatto Commissioner Scholl Urbis & Key International TDR Bank Page 3 of 3 (Yes) (No) (Yes) (No) (Yes) (No) (Yes) (No) (Yes) (No) Attachment number 5 \ nPage 3 of: Agenda Item No.6A \nDate 9/20/2012 61 y O m L Y Y iC �' C O M .O V O ccd M `L• W C Cm1 m a 00 m C o 19 m CD 0 «m. m L° ma Nm E �° N CM c'� ° = COZ`�ai�Qfi y 3� t ° $ $ m o t- E m on ��> c'm a!9 TC cmmm o YM � 3 > m m o. N• o CpM 0='O� m p 1 Lo e- cUEoam 0M Ln 'C N N E E czv ma in o ° 3 c o v R �nuico�ridzc cv cB9012mmrn`9i v "1 a c orb • m; _ coep m mC cmorM -. 0 Lo c° E n m y o s N p .N- 0 �' E- 0 f aka v y c ¢¢ ° v E CO a 0 Co E O. 3 Y O _N Lj� d d Olm 0 Lw O 3 may' W y m 9� m C Q m y r. 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LO C 7 .-r- CL L L a W H ��tp •' • fL.a Q V r 6V C'7 Q ui cG Ce O. m d o o a L C N 4) 3 NN aao53�o3c� °z In °�H �3ya s Preview Page 1 of 2 t�P ' Ar' .�� • S4T c�rF os 6VH SAC TO: FROM: DATE: RE: City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, Florida 33160 (305) 947 -0606 City Hall (305) 949 -3113 Fax MEMORANDUM The Honorable Mayor and City Commission Fred Maas, Acting City Manager 9/20/2012 400 Sunny Isles Marina 400 Sunny Isles Boulevard Appl. No. Z2012 -11 RECOMMENDATION: Staff has no objections to the applicant's request. The application is generally consistent with the City Comprehensive Plan and with the City Land Development Regulations. REASONS: This project was initially presented to the City Commission on October 19, 2006, the project was unanimously approved under Resolution 06 -Z -104; the present submission is basically the same design with some minor modifications in order to be in compliance with new City and Fire Department requirements. The Applicant is re- applying for site plan approval for a proposed development consisting of two twenty -story towers on a garage /residential unit pedestal base with a total of 230 units. Additionally, the Applicant proposes an enclosed commercial marina building with 96 enclosed dry storage spaces, 36 wet slips and an area for seven (7) boats in dry storage staging. The Applicant is also requesting approval to utilize 83,490 square feet and 46 units of Transfer Development Rights (TDRs) privately owned by the Applicant. Finally, the Applicant is requesting the use of graphics and murals on a temporary construction fence. ATTACHMENTS: Zoning Hearing Notice Development Review Report Letter of Intent http: / /sibagenda. sibfl. netlagendalPreview.aspx ?ItemID= 868 &MeetinglD= O &MeetingDate... 9/12/2012 Preview Applications TRDs Assignment Resolution Notice of Public Hearing Miami Herald Page 2 of 2 http: / /sibagenda. sibfl. netlagendalPreview.aspx ?ItemID= 868 &MeetingID= O &MeetingDate... 9/12/2012 1 e cx 400 SUNNY ISLES BEACH MARINA 400 SUNNY ISLES BOULEVARD SUNNY ISLES, FLORIDA REVISIONS / SUBMISSIONS 0 . )52%: z� a M: 2" m-j co L LL J N I } N (o ai z °o N } a z w w VJ cc w O U u p ? Ah''e , WKZ jI2 20 CIVIL ENGINEERS MEP VSN ENGINEERING UCI ENGINEERING 8550 W Flagles St # 113 13780 S.W. 26 th Street Suite 201 Mtami,FL33144 Miami, FL 33175 TEL 305.551-6267 TEL: (305) 661 -0800 FAX 305 -551 -4542 FAX: (305) 661 -OBI 1 ARCHITECT KOBI KARP ARCHITECTURE AND INTERIOR DESIGN 2915 Biscayne Blvd. Suite 200 Miami, Florida 33137 Tel: (305) 573 -1818 Fax: (305) 573 -3766 DRAWN BY. CHECKED BY: DAM COVER G H N O R T V 1' GRAPHIC SCALE s o eo - --I ( w Fier �w nth - e,0 IL Kno wwhafs below. Call before you dig. STATE ROAD #626 WESTBOUND SUNNY ISLES BOULEVARD NE 163 STREET (SUNNY ISLES OCEAN BEACH PER PLAT BOOK 50, PAGE 76) (PUBLIC RIGHT OF WAY) NORTH G"'RAND CANAL OF BELLA VISTA BAY LEGEND u CAltx BA 4N ew se == 2m. WRB k ad-li (>- NANNOIE . OiA1N lNN nu,ec �= 00 w0 Paw4R POLE OWiHFAO WARE GHT PULE n'- WATER aE1ER EL O8AR . WA1�R AVN W = f AR W n T D ur., PaE sAly BAT Y fl SER OA.B. - OrnCIAI RECOROs a— RE HYORAxi PEfaAANExT ReTRFHCE .—ENT HANOHOIE 0 - CQVCREIE ASPHALT PAKHENT 111j1111 ' 1111j1j1 O I V ■� �11 /1 • �s r 1 .J LOCATION SKETCH SCALE: NOT TO SCALE Al AMANU,')A PARK (FaU SLAC PARKINC> P,Bc 50, PC- 76 LEGAL DESCRIPTION: Lots 24, 25 and Tracts 8, C and D. of SECOND REVISED PLAT OF BELLA VISTA SU80MSION, Lording to the Plot thereof, as retarded In Plat Book 50. Page 76, of the Public Records of Miami -Dade County, Florida. LESS the following described parcel taken by co demnallon proceedings pursuant to instrument corded ' Ofic'ol Records Book 12676, Page 003 and Order of Taking, recorded in Omic'al Records Book 12722. Page 1619. That parcel of land lying in the Northwest Y, of Section 14, Township 52 South, Range 42 East. Miami -Dade County. Florida, being a portion of Lots 24 and 25 and Tracts "B "C" and 'D ", of SECOND REVISED PLAT OF BELLA VISTA SUBDMSION, according to the Plat thereof, as recorded in Plat Book 50. Page 76, of the Public Records of Miami -Dade County, Florida, and being more particularly described as follows: Begin at the Northeast corner of said Tract "D thence run South 03'39'14" East, a distance of 40.06 feet along the East boundary of said Tract 'D" to a point on rculor cu concave to the North, having a radius of 1,409.50 feet and tangent bearing at said paint South 84'13'22" West: thence Westerly and Northwesterly along said circular curve through o central angle of 06'17'27' for an c distance of 154.76 feel to a point of tangency; thence North 89'29'11" West, o distance of 351.24 feel to o point of curvature of o circular curve to the Northeast, having a radius of 118.50 feet; thence Northwesterly, along said circular curve through o central angle of 36'46'29" for on distance f 76 6 feet to a inn n the Westerly boundary f the aforementioned Lot 24- thence rc 0 Po Y o ry e North 13'13'me East, i distance e g , loin along he Wester ..bounds of said North 24 to the Northwes! corner of said Lad 24 being a point ono circular curve `t70*21' to the Nortreesl, having radius f 3.st feel and o tangent biotin at said inn South 7Pgh , control thence o JO o Southeasterly, Easterly and Northeasterly fact t oitl pincircular curve Icy; thence c central angle of 2518'13" for o are distance of 123.56 feel to a point of tongenty; (hence North 86'20'46° East for a distance. of 451.44 feet to the Point of Beginning. Last two (2) c urses being along the Northerly boundary of said Lots 24 and 25 and Tracts "B ", "C" and '0 ". o SURVEYOR'S CERTIFICATION TO: Stearns Weaver Miller. Welssler Alhade8 & Sltterson, PA Chicago Mile insurance, Company Part 400 Sunny Isles LLC r a Delaware Iimed Iabil BY company This i certil that this "B undo and Topographic made under m onsible s an Surve Y ry with tY w y rasp that a on Jul 23 2012 i cordon<e with the 2011 Minimum Standard Data Requirements for 9 Y n ac ALTA /AGSM Land Title Surveys, jointly established and Administrative Code, , pursuant and NSPS. and meets the applicable codes as set forth in the Florida Adm'n'strat've Code suant to Section 472.027 Florida Statutes. par 'NotveAd w111putthe dgmture and the odglrel raised mat of a Flodda L lwasstl S -WeraM M"Ie r FORTIN LEAVY SKILES, INC. LB3653 8Y. Daniel C. Fortin. For The Flrm Surveyoor and Mapper. LS2853 State f Florida. SURVEYOR'S NOTES: - This site lies 'n Section 14, Township 52 South, Range 42 East, City of Sunny Isles Beach. Miami -Dade County. Florida. - All documents a r corded in the Public Records of Miami -Dade County, Florida unless otherwise noted. - Lands shown hereon w obslroctsd for restrictions. casements and /or rights -of -way of cords per Chicago Tills Insurance Company Order No: 3909951, Revised A. with an effective data of July 6, 2012. All easements and /or rights of way of record per title commitment that are plollable are shown on this "Boundary & Topographic Survey ". SCHEDULE B - SECTION II 1 -8 Standard Exceptions 9. Restrictions, conditions, reservations easements and other matters as shown on the Plat of Second Revised Plat of Bella vista Subdivision, recorded in Plat Book 50, Page 76. No ea mints per plat to plot. Right-of-Way per plat that effects parcel is shown an rvey. 10. Florida Power & Light Co. Easement recorded in O.R.B. 403, Page 89. Easement effects parcel and shown on rvey. I1. Florida Power & Light Co. Easement recorded in O.R.B. 8849 Page 578. Easement effects parcel and sho,n an survey. It appears the released Easement should be O.R.B. 403, Page 89 rather than O.R.B. 403, Page 67. 12 ilond Power & Light Co. Easement recorded in O.R.B. 14983, Page 2096. 10' s 14' Florida Power &Light Company Easement affects parcel and shown on survey. 13. Submerged Lands Lease recorded in O.R.B. 27467, Page 2104. Adjoins South boundary of parcel and shown on survey. 14. Meters as shown in Fortin Lea Skiles Inc survey, job No. 120790 dated 7/23/12: She,, on thesurvey. v/. rvey, I NOTE: All recording references i n this commitment /policy shall refer to the public records of Miami -Dade County, Florida, unless otherwise noted. - Bearin s hereon a referred to an assumed value f N8742 '25'E for the Bulkhead line 9 0 of Plat book 50 Poe 76 and evidenced 6 2 two found nails &disks. 9 Y ( ) - Elevo Lions shown hereon or, relative to the National Geodetic Vertical Datum of 1929 based on Miami -Dade County Bench Mark No. E- 314 -R, Elevation +8.68. Located on June 21, 2012 at State Read No. 826 (N. E. 163rd Street) & Stale Read A -1 -A (Collins Avenue.) - Lands shown hereon are located within on area having a Zone Designation AE (EL B) by the Federal Emergency Management Agency (FEMA), an Flood Insurance Rate Map No. 12086CO142L, for Community No. 120688, dated September 11, 2009. and index map revised September 11, 2009, and is relative to the National Geodetic Vertical Datum of 1929. Dimensions indicated hereon are Feld measured by eI,ctmnc em measurent, ,nices otherwise noted. Lands shown hereon containing 0] 1 r f r 7 r r 9 0 0 square set. 0 2.45 acres, more o less. All control measurements are within n t •1 n o precision 0 1. 0000 by redundant measurements. - This map's intended to be displayed at the graphic stole shown hereon or smolar. - Underground improvements and /or underground encroachments not shown unless otherwise indicated. - The approximate location of all utilities shown hereon were determined from As -Built plans and/or on -site locations and should be verified before construction. - Legal description shown hereon furnished by client and no claims as to ownership are made or implied. - Folio No.: 31- 2214 -DO7 -0240. ag�� W 03 � a z aNw H e Q�7! 04 11 44OUf~k'�a W cc O LL I O W O LJ m o 1_ 3: ❑ 0 In z W QUQ J J Wm SQ Z LQ V/ U) Z (n LL O J F Q U Date 7/23/12 Seale Drawn By. DWF /JJB Cad. No. 021933 Plotted: 8/2/121;39 Rai, Dwg. 2006.173 Field Book. F.S. - SID Job. No. 120790 Dwg. No. 2012 -102 Sheet 1 of i ] LU Ci z¢ C �r9 �4RE WPNEA — - - - -- Is Al AMANU,')A PARK (FaU SLAC PARKINC> P,Bc 50, PC- 76 LEGAL DESCRIPTION: Lots 24, 25 and Tracts 8, C and D. of SECOND REVISED PLAT OF BELLA VISTA SU80MSION, Lording to the Plot thereof, as retarded In Plat Book 50. Page 76, of the Public Records of Miami -Dade County, Florida. LESS the following described parcel taken by co demnallon proceedings pursuant to instrument corded ' Ofic'ol Records Book 12676, Page 003 and Order of Taking, recorded in Omic'al Records Book 12722. Page 1619. That parcel of land lying in the Northwest Y, of Section 14, Township 52 South, Range 42 East. Miami -Dade County. Florida, being a portion of Lots 24 and 25 and Tracts "B "C" and 'D ", of SECOND REVISED PLAT OF BELLA VISTA SUBDMSION, according to the Plat thereof, as recorded in Plat Book 50. Page 76, of the Public Records of Miami -Dade County, Florida, and being more particularly described as follows: Begin at the Northeast corner of said Tract "D thence run South 03'39'14" East, a distance of 40.06 feet along the East boundary of said Tract 'D" to a point on rculor cu concave to the North, having a radius of 1,409.50 feet and tangent bearing at said paint South 84'13'22" West: thence Westerly and Northwesterly along said circular curve through o central angle of 06'17'27' for an c distance of 154.76 feel to a point of tangency; thence North 89'29'11" West, o distance of 351.24 feel to o point of curvature of o circular curve to the Northeast, having a radius of 118.50 feet; thence Northwesterly, along said circular curve through o central angle of 36'46'29" for on distance f 76 6 feet to a inn n the Westerly boundary f the aforementioned Lot 24- thence rc 0 Po Y o ry e North 13'13'me East, i distance e g , loin along he Wester ..bounds of said North 24 to the Northwes! corner of said Lad 24 being a point ono circular curve `t70*21' to the Nortreesl, having radius f 3.st feel and o tangent biotin at said inn South 7Pgh , control thence o JO o Southeasterly, Easterly and Northeasterly fact t oitl pincircular curve Icy; thence c central angle of 2518'13" for o are distance of 123.56 feel to a point of tongenty; (hence North 86'20'46° East for a distance. of 451.44 feet to the Point of Beginning. Last two (2) c urses being along the Northerly boundary of said Lots 24 and 25 and Tracts "B ", "C" and '0 ". o SURVEYOR'S CERTIFICATION TO: Stearns Weaver Miller. Welssler Alhade8 & Sltterson, PA Chicago Mile insurance, Company Part 400 Sunny Isles LLC r a Delaware Iimed Iabil BY company This i certil that this "B undo and Topographic made under m onsible s an Surve Y ry with tY w y rasp that a on Jul 23 2012 i cordon<e with the 2011 Minimum Standard Data Requirements for 9 Y n ac ALTA /AGSM Land Title Surveys, jointly established and Administrative Code, , pursuant and NSPS. and meets the applicable codes as set forth in the Florida Adm'n'strat've Code suant to Section 472.027 Florida Statutes. par 'NotveAd w111putthe dgmture and the odglrel raised mat of a Flodda L lwasstl S -WeraM M"Ie r FORTIN LEAVY SKILES, INC. LB3653 8Y. Daniel C. Fortin. For The Flrm Surveyoor and Mapper. LS2853 State f Florida. SURVEYOR'S NOTES: - This site lies 'n Section 14, Township 52 South, Range 42 East, City of Sunny Isles Beach. Miami -Dade County. Florida. - All documents a r corded in the Public Records of Miami -Dade County, Florida unless otherwise noted. - Lands shown hereon w obslroctsd for restrictions. casements and /or rights -of -way of cords per Chicago Tills Insurance Company Order No: 3909951, Revised A. with an effective data of July 6, 2012. All easements and /or rights of way of record per title commitment that are plollable are shown on this "Boundary & Topographic Survey ". SCHEDULE B - SECTION II 1 -8 Standard Exceptions 9. Restrictions, conditions, reservations easements and other matters as shown on the Plat of Second Revised Plat of Bella vista Subdivision, recorded in Plat Book 50, Page 76. No ea mints per plat to plot. Right-of-Way per plat that effects parcel is shown an rvey. 10. Florida Power & Light Co. Easement recorded in O.R.B. 403, Page 89. Easement effects parcel and shown on rvey. I1. Florida Power & Light Co. Easement recorded in O.R.B. 8849 Page 578. Easement effects parcel and sho,n an survey. It appears the released Easement should be O.R.B. 403, Page 89 rather than O.R.B. 403, Page 67. 12 ilond Power & Light Co. Easement recorded in O.R.B. 14983, Page 2096. 10' s 14' Florida Power &Light Company Easement affects parcel and shown on survey. 13. Submerged Lands Lease recorded in O.R.B. 27467, Page 2104. Adjoins South boundary of parcel and shown on survey. 14. Meters as shown in Fortin Lea Skiles Inc survey, job No. 120790 dated 7/23/12: She,, on thesurvey. v/. rvey, I NOTE: All recording references i n this commitment /policy shall refer to the public records of Miami -Dade County, Florida, unless otherwise noted. - Bearin s hereon a referred to an assumed value f N8742 '25'E for the Bulkhead line 9 0 of Plat book 50 Poe 76 and evidenced 6 2 two found nails &disks. 9 Y ( ) - Elevo Lions shown hereon or, relative to the National Geodetic Vertical Datum of 1929 based on Miami -Dade County Bench Mark No. E- 314 -R, Elevation +8.68. Located on June 21, 2012 at State Read No. 826 (N. E. 163rd Street) & Stale Read A -1 -A (Collins Avenue.) - Lands shown hereon are located within on area having a Zone Designation AE (EL B) by the Federal Emergency Management Agency (FEMA), an Flood Insurance Rate Map No. 12086CO142L, for Community No. 120688, dated September 11, 2009. and index map revised September 11, 2009, and is relative to the National Geodetic Vertical Datum of 1929. Dimensions indicated hereon are Feld measured by eI,ctmnc em measurent, ,nices otherwise noted. Lands shown hereon containing 0] 1 r f r 7 r r 9 0 0 square set. 0 2.45 acres, more o less. All control measurements are within n t •1 n o precision 0 1. 0000 by redundant measurements. - This map's intended to be displayed at the graphic stole shown hereon or smolar. - Underground improvements and /or underground encroachments not shown unless otherwise indicated. - The approximate location of all utilities shown hereon were determined from As -Built plans and/or on -site locations and should be verified before construction. - Legal description shown hereon furnished by client and no claims as to ownership are made or implied. - Folio No.: 31- 2214 -DO7 -0240. ag�� W 03 � a z aNw H e Q�7! 04 11 44OUf~k'�a W cc O LL I O W O LJ m o 1_ 3: ❑ 0 In z W QUQ J J Wm SQ Z LQ V/ U) Z (n LL O J F Q U Date 7/23/12 Seale Drawn By. DWF /JJB Cad. No. 021933 Plotted: 8/2/121;39 Rai, Dwg. 2006.173 Field Book. F.S. - SID Job. No. 120790 Dwg. No. 2012 -102 Sheet 1 of i ARCHITECTURE SHEET DESCRIPTION COVER COVER SHEET INDEX DRAWINGS INDEX C -2 SURVEY A0.0 PROJECT DATA A0.1 SITE PLAN A0.2 F.A.R CALCULATIONS A0.3 F.A.R CALCULATIONS A0.4 OPEN SPACE CALCULATIONS A0.5 FIRE DEPT. ACCESS PLAN A0.6 LOT COVERAGE A1.0 OVERALL GROUND - LEVEL 1 A1.1 OVERALL PARKING/LINER FP - LEVEL 2 A1.2 OVERALL PARKING /LINER FP - LEVEL 3 A1.3 OVERALL PARKING /LINER FP - LEVEL 4 A1.4 OVERALL PARKINGILINER FP - LEVEL 5 A1.5 OVERALL LANAI UNITS FP - LEVEL 6 A1.6 TYPICAL UNITS FLOOR PLAN - LEVEL 7 All TYPICAL UNITS FLOOR PLAN - LEVEL 8,11,14,17 A1.8 TYPICAL UNITS FLOOR PLAN - LEVEL 9,12,15,18 A1.9 TYPICAL UNITS FLOOR PLAN - LEVEL 10,13,16 A1.10 PENTHOUSE UNITS FLOOR PLAN - LEVEL 19 A1.10 PENTHOUSE UNITS FLOOR PLAN - LEVEL 19 A1.11 PENTHOUSE UNITS FLOOR PLAN - LEVEL 20 A2.0 NORTH ELEVATION A2.1 SOUTH ELEVATION A2.2 EAST AND WEST ELEVATION A2.3 ENLARGED SCULPTURE A2.4 SIGNAGE A3.0 SECTION 1 - LONGITUDINAL SECTION All SECTION 2 - LONGITUDINAL SECTION A3.2 TRANSVERSE SECTIONS PERSPECTIVE PERSPECTIVE PERSPECTIVE PERSPECTIVE CIVIL SHEET DESCRIPTION C-0 COVER SHEET AND LOCATION MAP C -1 SITE AND PAVING PLAN C -2 SITE AND PAVING DETAILS C-3 OVERALL GRADING AND DRAINAGE PLAN C-4 GRADING AND DRAINAGE PLAN C-5 GRADING AND DRAINAGE PLAN C-6 STORM DRAINAGE DETAILS C -7 SEDIMENT TANK AND DRAINAGE WELL NO 1 C-8 SEDIMENT TANK AND DRAINAGE WELL NO 2 C-9 SEDIMENT TANK AND DRAINAGE WELL NO 3 C -10 SEDIMENT TANK AND DRAINAGE WELL NO 4 C -11 WATER DISTRIBUTION SYSTEM COVER SHEET C -12 SITE UTILITIES PLAN C -13 SITE UTILITIES PLAN LANDSCAPE SHEET DESCRIPTION T -D TREE DISPOSITION PLAN L -1 WEST SECTOR GROUND LEVEL LANDSCAPE L -2 EAST SECTOR GROUND LEVEL LANDSCAPE L -3 WEST SECTOR TENNIS LEVEL LANDSCAPE L-4 EAST SECTOR TENNIS LEVEL LANDSCAPE L -5 LANDSCAPE DETAILS, NOTES, SPECIFICATIONS PHOTOMETRIC SHEET DESCRIPTION PH -1.0 GROUND LEVEL PHOTOMETRIC PLAN REVISIONS / SUBMISSIONS 1522 Q Z 2 > J LL m W m N co } N w zz D Dz o� Z Z W Z Z_ O 0 .1 S2 I� ° U rn" i a oz o�$F� �A co s DRAWN BY. CHECKED BY. DAM INDEX s SIGNAGE: PUBLIC BOARD WALK OPEN SETBACK X192' -0 ".aiQ'tic;�l ^I, :D TOWER WIDTH �,.... €'u'Ei'` GROUND LEVEL REQUIRED SETBACK - ?8r2.:' 2fiti9 "_._��__,_._-9 a COLONADE PHASE I i ( PHASE II NOT A PART TOWER FROM PEDESTAL SUNNY I LES B -'H.. — UNDER SEPARATE PERMIT_ IS 25' PROVIDED 22'-6" EA HBLVD. N.E.183Rncr, 2�1t `'6`= �::28'yn— .,��...._� VARIANCENEEDED. PEDESTAL CANTILEVERS OVER SETBACK: (NO VARIANCE REQUIRED) 2to. �'tiM� ` s � ': '� i,�... - _ h n �- �, x. x-✓ _ 6 a a I rt pF0 l t < r a ) DASHED LINE DENOTES .......... WALL BELOW PEDESTALOk £ h POOL a I �p g - - - -t _... 1 BAY WALK 11' -9" BAY WALK R I` CLEARANCE MATERIAL TO BE MATERIAL O BE IN MATCHED TO - MATCHED TO APPROVED ST. APPROVED ST. TROPEZ EXISTING MARINA TROPEZ I 4 MARINA STORAGE ROOF LEVEL 6 Y� indicates variance requested SITE PLAN REVISIONS / SUBMISSIONS )523 Q � to � < wW >� = z U :) z Q N w o m v Z g a w H °o J l 2 F7- W Z Z mq�ymm$ DMWN BY: CHECKED BY: DATE: A0.1 a 7 �a LEVEL 1- 11,732 SF LEVEL 3 - 13,694 SF LEVEL 2 - 12,747 SF LEVEL 4 - 10,870 SF LEVEL 5 - 14,610 SF LANAI LEVEL 6 - 25,761 SF FLOOR AREA RATIO DIAGRAMS NOT TO SCALE Ktvlswns 1 ouomiaaivna 15Z ao z Q N� UW >- Lo = z tz U Nz a N W o m z 0 U J U d 0 0 U J Z � g U C7p? Z DHAWN BY: CHECKED BY: DAM A0.2 7 LEVEL 7 13,023 SF x 2 TOWERS = 26,046 SF 9,12,15,18 LEVELS 9,12,15,18 (12,930 SF x 2 TOWERS) 4 LEVELS = 103,440 SF LEVEL 19 PENTHOUSE 1 19 12,844 SF x 2 TOWERS = 25,688 SF 8,11,14,17 LEVELS 8,11,14,17 (13,023 SF x 2 TOWERS) 4 FLOORS = 104,184 SF 10,13,16 LEVELS 10, 13,16 (12,844 SF x 2 TOWERS) 3 LEVELS = 77,065 SF LEVEL 20 PENTHOUSE 2 20 11,551 SF x 2 TOWERS = 23,102 SF FLOOR AREA RATIO DIAGRAMS NOTTOSCALE REVISIONS I SUBMISSIONS ZL A . A . A- A A A• 0523 U) z z O I.I.. J C N W 0 G,N U 2 Z Z J N Z U co W m Q u. s a Z n 0 U II �oz Uo- z . a Z =H DRAWN BY: CHECKED BY: DATE: A0.3 SIGNAGE: PUBLIC BOARD WALK OPEN PEDESTAL CANTILEVERS OVER SETBACK,(NOVARUWCE — REQUIRED) DASHED LINE DENOTES _ WALL BELOW PEDESTAL GROUND LEVEL COLONADE SUNNY I LES BEA H BLVD. REQUIRED SETBACK TOWER FROM PEDESTAL IS 25' PROVIDED 22'-W VARIANCE NEEDED. _ I X � u EXISTING DISTILLED PLANT TO — v, REMAIN a O 3 LOT COVERAGE 91,677 SF V -0" = 1137 85.6% REVISIONS / SUBMISSIONS A _3" )5Z 00072-Pi Q o W Z � -u4i BAY WALK BAY WALK 11' -9' BAY WALK CLEARANCE O U �; MATERIAL TO BE MATERIAL O BE W a O m 0 MATCHED TO °o d J MATCHED TO Z mo m 1 o" W D: 2 � =0 uJ md O Ufa Q y Idam'. 1s APPROVED ST. DRAWN BY: APPROVED ST. DATE: A0.6 TROPEZ EXISTING MARINA TROPEZ REQUIRED SETBACK TOWER FROM PEDESTAL IS 25' PROVIDED 22'-W VARIANCE NEEDED. _ I X � u EXISTING DISTILLED PLANT TO — v, REMAIN a O 3 LOT COVERAGE 91,677 SF V -0" = 1137 85.6% REVISIONS / SUBMISSIONS A _3" )5Z 00072-Pi Q o W Z � a W °C >r 2 z z O U �; U W a O m 0 m °o d J Z O U PL U Z mo m 1 o" W D: 2 � =0 uJ md O Ufa Q y Idam'. 1s 1 3 DRAWN BY: CHECKED BY: DATE: A0.6 m o � Y REVISIONS I SUBMISSIONS 0 . K7 152 �a Q 8 y� C N J >m = Z >-Z �, Q N W o m a LL ir w N Z J J c3 W Z Y w(L J � w O m s 0 z J HZ i U Nz 902 Z �mm D. 25 i� Wym� DRAWN BY: CHECKED BY: DAM A1.1 ORO" 4108, A(k'ERp 0 W-W: le-v JV-V le-r le-l' fW-10* 12'-r W�* i� 2r-e 51�1 iv e�* 14V W-V le-11. -'-TTcr-' 16'r lv-1- Ir-7' i le-V IWA, 351.24- 3 4 'E ;' PROPERTY LINE S83C733 351.24 1 2 3 ... ........ .. . .. . ...... k- ........... # .. .. .......... . . ... . . ..... ... . .... .... .. . ...... .... .. ; 7 4-i w --; - --F M.. ..!. . ... i \ 4. ..V ....... .... ....... ........... (D ��23 . .. ... .......... ...... .... ...... .. .......... .......... ........... ............ ........... ..... ....... 7,7 l(D 43 45 L6. 41 48 49 50 i #6 #7 _ -- j 42 R #1 #2 #8 #4 -Al- r 411.. 12 .63. 84 . .. ........... ... ........ . . eq.j L 67 . ........... ... .... . ... ... r i be ....... ...... 52 (D > < 113 L -7 . . . . . . . .... . . -iga j94 t96 A L .... ...... .. ......... j 11 11.10 Hill 21 LEVEL 3 FLOOR PLAN (112 PARKING SPACES) 28'-3" N.G.V.D. I"= 25' REVISIONS / SUBMISSIONS 17 )523 Z !g LL 6 N �j co z z U D (n LU 0 0 LL co -j w LU m Lij 9 w 8 z N 1 1 0 ' 0 0 z - -- z A .: MH 2 L- 0 gs a DRAM BY. CHECKED BY. DATE: A1.2 q) O O / O O`. i 44d.-W fr-r lif-e W -W -e lv-r W-C W-V 2Y-W 51�1 W41 14 le ty id -II' Lwe wed.. ...... ..... 6 81 ... .......... .. .. .... ... .. ... ... .. ... .. ...... . . .. .... . ... ..... . ........... ........ ...... k 4.6. /_..._ 23....24 .25...20 ... .. ... . . ...... . ...... .. .... ...... .. .......... ........ . . . . . . . . W W 2R .30# 31 . . .... . - i�.. y^j,hy.�lE 10 11 12 E13 14 168 17 I ....... .. .... 42 II III IIIII Y 7-1 . .. ....... 3B 98 41 . ..... ... —4 710 r 4=--4- ... . .. ....... ... . .. ... .... > L =1 45 49 so 51 52 - - -- 47 t A 7 L • 67 :*, -::::; - f - .,:*,-::,::::: r- 9 T .. ......... ,....66.. .... z < Hl 58 -0 F6 4 ..Jg- —lQg- Lo- I -w . ...... .. ... L —At Z PR—NE L; 4! 7 LEVEL 4 FLOOR PLAN (117 PARKING SPACES) 37'-6"N.G.V.D. 1"= 22' REVISIONS / SUBMISSIONS 0523 z Z U :) z LLJ ca a. cc 8 W Z W > W QJ LU 8 z m 0 )rao F LU z u N 'P' -= � —9 Dmvm BY. CHECKED BY: DAM A1.3 REVISIONS / SUBMISSIONS A• )5Z z w >n _ Z i Z Q N W ° M O W Z cc pa O LO CC W Z W z cr J o_ J W O ro r 0 0 ti J DRAWN BY. CHECKED BY. DATE: A1.4 " U w0 ? 8 ^ee D Wo 20 DRAWN BY. CHECKED BY. DATE: A1.4 REVISIONS / SUBMISSIONS )5Z FFuER -5 m- 1.L '� Q ° LJ 1� Z c LL N Q W LLI } (n Z } U �Z LLI W Q in p[ W O s ° J Z O U 2�N z 5Wt7 Z m ^m 0— 8m ^n a FW., D:' Ufa Q �oLL u DRAWN BY. CHECKED BV: DATE: A1.5 REVISIONS / SUBMISSIONS A . 0 . 15Z Q J d Z 0 w LL Lo J N L1 (n Z U U)Z LLJ Q N W o m U CL m s a J Z 20 U W z �m oZ a 1- 9 MAR _OW, oLL y n � 1 DRAWN BY: CHECKED BY: DATE: A1.6 8,11,14,17 B I LEVELS 8,11, 14,17 - FLOOR PLAN I N.G.V.D. SEE LEGEND 1:22 RGVIJIV i�v� V )5Z �c �IN19WF���i+�k13- ti r Z J CL T Cc: a W N T J U = Z f4 Q NN J uj > Ca ` W J 0 0 K 6 d J Z � U WCZ z m mm W 12 D q,$ash Ufa a mtiLL in DRAWN BY: CHECKED BV: DATE: A1.7 REVISIONS / SUBMISSIONS A 0523 t� N J 2 = j Z U wZ Lij Q C13 W T Z L d T cc: O N o T u- ai F Z J W �? W J 0 0 K Q ti J z g U �W U' Zp WOE ym$ Qg BN �I DRAWN BY: CHEC?MD BY: DATE: A1.8 / 10,13,16 / �°�'— — — ?novertryuraE uarorere uiia• I LEVELS 10, 13,16 -FLOOR PLAN N.G.V.D. SEE LEGEND 1 "= 22'-0" i3 I REVISIONS / SUBMISSIONS . 3\ AA,, • 0523 QO (Z i N G N J Z N j Z vNZ Q v W o W Z¢ T J a T 00 O J T F (� Z J � W W CL J r 0 0 3 J DRAWN BY: CHECKED BY: DATE: A1.9 Z 0 U �F WZ Z DRAWN BY: CHECKED BY: DATE: A1.9 / 19 I LEVEL 19 - SKYLOFT FLOOR PLAN 1" -0" N.G.V.D. 1 "= 22' -0" 1 � I REVISIONS / SUBMISSIONS A 0523 Q O Z w w N J } (n = j Z U U) Z Q N W m s 0 a J Z �Iz 0 0 � W z W-w z mom th o ff$ DRAWN BY. CHECKED BY: DATE: A1.10 REVISIONS / SUBMISSIONS 0523 z Z Z z D W z CL CL 08 Lu 2 LLJ Lu cn :3 0 z Lu � 9- 11 m 0 ': v-.. IF IF . .. . .... .......... .. ................ ................... .......... ............................ ............. ...................... G/ G) it lkr�ty Bran II If xw ... . .... ... ....... .......... ... (D rwwwrrww G) (D IQ Szo, lk 65.� . ...... 134'-2* IZJ lu 10 l`l .... i it 771 =4 B7'-lV w� IL Ap 1�07 20 (L LEVEL 2 0 SKYLOFT FLOOR PLAN 194' -2"N.G.V.D. 1"=22'-0" REVISIONS / SUBMISSIONS 0523 z Z Z z D W z CL CL 08 Lu 2 LLJ Lu cn :3 0 z Lu � 9- 11 m 0 ': v-.. DRAWN BY. CHECKED BY: DAM A1.11 K O B I Y K A R P K O B I N, YA K A R P REVISIONS / SUBMISSIONS A )523 �+w w�xnvi, Z O M M CQ W LL G N J S2 QN z m m � I Z 0 H W J LLI LL! cnQ H Q W m n N O 0 U J ELEVATION LEGEND 1(� EXTERIOR SMOOTH STUCCO FINISH wl 2p 'THOROCOAT SMOOTH WATERPROOF COATING COLOR REFER TO GENERAL STUCCO NOTES BELOW Ll CONCRETE SLAB EYEBROWS WITH LIQUID APPLIED WATERPROOFING ROOF COATING ON TOP AND EDGES GRIND AND SMOOTH UNDERSIDE PRIOR TO RECEIVING PRIMERAND PAINT FINISH 3o- CONCRETE SLAB BALCONY WITH LIQUID APPLIED WATERPROOFING AND SLIP RESISTANT SAFETY COATING ON TOP AND EDGES AND GRIND AND SMOOTH UNDERSIDE PRIOR TO RECEIVING PRIMER AND PAINT FINISH ® ALUMINUM AND GLASS SLIDING DOORS WITH A2COAT KYNAR 500 PAINT SYSTEM (FOR OCEAN FRONT EXPOSUREI AND %' SMALL MISSILE IMPACT RESIST GLAZING (GRAY COLOR U.O.N.) 5O ALUMINUM AND GLASS WINDOW SYSTEM WITH A2COAT ( KYNAR 500 PAINT SYSTEM FOR OCEAN FRONT EXPOSUREIAND %' SMALL MISSILE IMPACT RESISTANT GLAZING (GRAY COLOR U.O.N.) © ALUMINUM AND GLASS BALCONY RAILING SYSTEM WITH WITH A 2 COAT WAR 500 PAINT SYSTEM (FOR OCEAN FRONT EXPOSURES RAIL FINISH AND Ye TEMPERED GLAZING (LIGHT GRAY U.O.N.) 7O ALUMINUM CLEAR MIL COATED WALL LOUVER (TO MATCH WINDOW SYSTEM) S 114' WIDE WALL CONTROL JOINT 9o- METAL DOOR AND FRAME WITH PRIME AND PAINT FINISH 10 ALUMINUM AND GLASS STOREFRONT SYSTEM WITH A2 COAT KYNAR 600 PAINT SYSTEM (FOR OCEAN FROM E)(POSUR AND Y16- LARGE MISSILE IMPACT RESISTANT GLAZING (GRAY COLOR U.O.N.) N EMERGENCY OVERFLOW SCUPPER OPENING 12 STUCCO CONTROL JOINT 13 ALUMINUM AND GLASS STOREFRONT SYSTEM WITH A2 COAT KYNAR 500 PAINT SYSTEM (FOR OCEAN FRONT EXPOSUppEE��AND %' LARGE MISSILE IMPACT RESISTANT'GLAZING, WITH AVISIBLE LIGHT TRANSMITTANCE ANTERIOR TO EXTERIOR) NO GREATER OF 45% (GRAY COLOR U.O.N.). 14 ALUMINUM AND GLASS WINDOW SYSTEM BSLIDING DOORS, WITH A 2 COAT KYNAR 50D PAINT SYSTEM (FOR OCEAN FROM EINOSURpEE�� AND %' SMALL MISSILE IMPACT RESISTANT GLAZI NG, WITH AVISIBLE LIGHT TRANSMITTANCE QNTERIORTO EXTERIOR) NO GREATER OF 45% (GRAY COLOR U.O.N.). GENERAL STUCCO NOTES 1. ALL STUCCO SHALL BE PREMIXED (NO SITE MIKED STUCCOWILL BE ACCEPTED) 2 STUCCO BASE COAT SHALL BE FIBER REINFORCED 3. AIR-EIITRAINMENT AGENTS AND ACRYLIC BONDING AGENTS SHALL NOT BE INCORPORATED IN THE SAME MIX DESIGN. ACRYLIC BONDING AGENTS MUST NOT BE OF THE TYPE THAT IS RE- EMULSIFIED ONCE CURED. 4. INSTALLATION OF LIFTS OF STUCCO SHOULD NOT BE OVER 1@' IN THICKNESS. 5. FOR INSTALLATION OF STUCCO OVER SUBSTRATES EXCEEDING 1' OF OVERALL VERTICAL ANDIOR HORIZONTAL DEVIATION, CONTRACTOR TO VERIFY METHOD WITH ARCHITECT. 6. CONTRACTOR SHALL PROPERLY SEAL ALL JOINTS AT PVC CORNER BEADS. REVISIONS / SUBMISSIONS A )523 �+w w�xnvi, Z O M M CQ W LL G N J S2 QN z m m � I Z 0 H W J LLI LL! cnQ H Q W m n N O 0 U J DRAWN BY. CHECMD BY. DATE: A2.2 Lu LD �Wz U m � Q „ QQU' Z 9m$ SSR� 2p Y 9 .7rR O DRAWN BY. CHECMD BY. DATE: A2.2 J Romero Britto was born in Recife, Brazil In 1963. Self- taught at an early age, he painted on surfaces such as newspapers. In 1983, he traveled to Paris where he was introduced to the work of Matisse and Picasso. He combined influences from cubism with pop, to create a vibrant, iconic style that The New York Times describes, "exudes warmth, optimism and love." In 1988, Britto moved to Miami and emerged as an international artist. In the following year, he was selected alongside Andy Warhol and Keith Haring for Absolut Vodka's "Absolut Art" campaign. Bdtto's pop sensibility has since leant itself to many collaborations with such brands as Audi, Bentley, Disney, Technomarine, Evian and FIFA, for whom he created an official poster for the 2010 World Cup. He has also Illustrated several books published by Simon & Schuster and Rizzoli. Britto's work has been exhibited In galleries and museums in over 100 countries, including the Salon Nationale des Beaux -Arts exhibition at the Carrousel du Louvre in 2008 and 2010. He has also created public art installations for the 02 Dome (Berlin), Hyde Park (London), John F. Kennedy Airport (New York), and Cirque du Soleil at Super Bowl XLI. Britto considers the role of an artist to be an agent of positive change. He serves as a benefactor, donating time, art and resources to over 250 charitable organizations and several boards such as Best Buddies International, and St. Jude's Children's Research Hospital. He was recently named a founding inaugural benefactor of Harvard's "International Negotiation Program," by Dr. Daniel Shapiro, in his quest for peaceful conflict resolution. Britto has also spoken at the World Economic Forum in Davos, and at countless schools and institutions. In early 2011 the President of Brazil, Dilma Rousseff, invited Britto to create the logo for Rede Cegonha, a project to reach over 61 million pre and post -natal mothers and babies. Romero was selected to serve as the Ambassador to the 2014 FIFA World Cup in Brazil. Sculpture by Romero Britto To Be Determined ENLARGED SCULPTURE ELEVATION REVISIONS / SUBMISSIONS 0523 _Z 2 CQ tl1 U G N J Z z U NZ Q M m °a W Iz D H J vJ 0 LU 0 IZ Z W •I N O O ti J W mm i ^ V UM? 1=0 Z S Sze R w �� UWa. ¢ Y .SOU DRAWN BY. CHECKED BY. DATE: A2.3 m m O � Y ME IL m 0 � � ,y 2. M v REVISIONS / SUBMISSIONS :a, . 15Z Z LLI w } N 2 z Z U N; Q N W m z O U w 07 Q N Z H � U Co Z it N O 4 U 2 z U H 11 P; E Z z I=H o �¢ oHAwH Bv: CHECKED BY: DATE: A3.1 � ~ e REVISIONS / SUBMISSIONS 0 . )52': y�yO�yff Y fJp _ � z MU N; W p VJ Z O W U) W w U/� / C/) MZ Cc I- n O Q J �OCB O VIZ Z A Y m O O ® O O O Q t 0 0 O O m ♦ � i i - ♦ 8m IEABx � -__ &ttOfl°1 1 ♦ Ulfm I : ........ .. ......... -_ -- IklfL2 m a/ a ' � Wfm ♦ 01 � LLt41.1 Wf% I Ulfm Ifl4i imtl- uma IEt41 ................... 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MM TRANSVERSE SECTION 1 TRANSVERSE SECTION 2 1:20 1:20 REVISIONS / SUBMISSIONS 0 . )52': y�yO�yff Y fJp _ � z MU N; W p VJ Z O W U) W w U/� / C/) MZ Cc I- n O Q J �OCB O VIZ Z A Y m g O DRAWN BY: CHECKED BY: DATE: A3.2 9 REVISIONS/ SUBMISSIONS zh 0523 M�� z > Lu W z c 7 z LL W >. ov CL Z Z 0 0 U J 0 U ?Z Wr, z VIZ mF d 4z g ob I DRAWN BY. CHECKED BY: DATE: i s log 0523 imom-- :, 1 11 1 DRAWN BY. CHECKED BY: DATE WP t�'eA i E s log 0523 imom-- :, 1 11 1 DRAWN BY. CHECKED BY: DATE REVISIONS/ SUBMISSIONS 0 . 0 . 0523 Q N_Z SLL ` � O m m LL J N N � (A } m Cl) N 7 o V) } v° Z Z U) W` 0 W CL^ Vry/yJ++ li W m r N N O QOM Q V J Z V U m D_ :?@,o NC7 WZ Z 90 OZ ==R,L m YOU m d Q Q . 2 DRAWN BY: CHECKED BY: DATE: REVISIONS / SUBMISSIONS 152 a Z U =� m J m yV1 LLWW J w Z> Cl) _ o N } v° z z w H w a cn cc w a 0 0 ti J Z O U �OZ IL DRAWN BY: CHECKED BY: DATE: WH\ URBIS & KEY INTERNATIONAL LLLP 848 BRICKELL AVENUE, SUITE 700 MIAMI, FLORIDA 33131 ( 305) 400 SUNNY: ISLES CONDOM I N BEACH I UMS 400 SUNNY ISLES B E A C CITY OF SUNNY ISLES BEACH , MARINA H BLVD FLORIDA N PROJECT LOCATION Q �LVO UNNY ISLES —E OCEAN BEACH) N ISL t OCEAN BEACH) BLVD OO O O �o o � z w BELLA VISTi- BAY O O LOCATION MAP LEGAL DESCRIPTION: Lots 24, 25 and Tracts 8. C and 0, of SECOND REVISED PLAT OF BELLA VISTA SUBDIVI according to the Plat thereof, as recorded In Plat Book 50, Page 76, of the Publ Mlam l - Dade County. Florida. LESS the f011oHl ng deschl bad parcel taken by condemnation proceedings pursuant t recorded In Off lclal Socortls Book 12676, Page 803 and Order of Taking, recorded Book 12722. Page 1619. That parcel of land lying In the Northwest of Section 14. Township 52 South, R Miami -Dade County, Florida, be Ing a portion of Lots 24 and 25 and Tract's 'B', 'C SECOND REVISED PLAT OF BELLA VISTA SUBDIVISION, according to the Plat thereof, a Plat Book SO Page 76, of the Public Records of Ml aml -Datle County, Fl or Ida, and particularly des cribetl as 1011 oHs. Begin at the Northeast corner of said Tract thence run South 03 39'14' East 40.06 feet along the East boundary of said Tract "D° to a point an a circular cu North, having a radius of 1.409.50 feet and tangent bear Ing at said point South thence Westerly and Northwesterly along said circular curve through a cant"" an an arc distance of 154.76 feet to a point of tangency; thence North 89 29'11' We 351.24 feet to a point of curvature of a clrcul ar curve to the Northeast, having feet; thence Northwesterly, alonq said circular curve through a'cantraI angle of distance of 76.06 feet to a point on the Hest arty boundary of the of ore me ntloned North 13 13'15' East, a distance of 8.23 feet along the Westerly boundary of as Northwest corner of said Lot 24 being a point on a circular curve concave to the a radius of 303.79 feet and a tangent bearing at said point $ODth 70 21'01' East Southeasterly. Easterly and Northeasterly along said circular curve through a ce 23 ie'i3' for an arc distance of 123.56 feet to a Point of tangency: thence Well for a distance of 451.44 feet to the Point of Beginning. Last two 121 courses b Northerly boundary of said Lots 24 and 25 and Tracts 'B', 'C' and 'D'. ENGINEERS: V. S. N. ENG I NEER I NG, I NC. CIVIL ENGINEERS 8550 W. FLAGLER STREET, SUITE 113 MIAMI, FLORIDA 33144 TEL (305) 551 -6267 FAX (305).551 -4542 LIST OF DRAWINGS: C -0 COVER SHEET AND LOCATION MAP C -i SITE AND PAVI NG PLAN C-2 SITE AND PAV NO DETAILS C -3 OVERALL GRADING AND DRAINAGE PLAN C -4 GRADING AND DRAINAGE PLAN C -5 GRADING AND DRAINAGE PLAN C -6 STORM DRAINAGE DETAILS C -7 SEDIMENT TANK AND OnAINAGE WELL NO 1 C -B SEDIMENT TANK AND DRANAGE WELL NO 2 C -9 SEDIMENT TANK AND DRAINAGE WELL NO 3 C -10 SEDIMENT TANK AND DRAINAGE WELL NO 4 C -11 WATER DISTRIBUTION SYSTEM COVER SHEET C -12 SITE UTILITIES PLAN C -13 SITE UTILITIES PLAN C -14 WATER D ETA LS C -15 WATER PROFILES C -16 SEWER PROFILES FOR SITE PLAN APPROVAL ONLY NOT TO BE USED FOR CONSTRUCTION CERTIFICATE OF AUTH -5529 RODOLFO J. VARGAS dated: July 31, 2012 C-0 PE a 35648 Cad Ref: 12014 -10 \e e \ee\ e\ SUNNY ISLES OCEAN BEACH BLVD N -CUT ANN gEMOVE LF OF 2' CURB C GUTTER T 36 LF NF CONC GUTTER ((""SAM -CUT AN p REMpVE IVaEPLACE IT NITN. f38_LF GF a• BELLA VISTA BAY GENERAL NOTES. LEGEND: I. ALL RADII ARE TO FACE OF CURB. ' 2. TOPOGRAPHIC PROVIDED BY HILLER AND LEGS LAND SURVEYORS PEMBROKE PINES. FLORIDA. 3. ALL SIGNS SHALL CONFORM WITH THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HI GNHAYS'. U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION. d. ALL EXISTING PAVEMENT CONNECTIONS MUST BE SAW-CUT TO PROVIDE A NEAT STRAIGHT EDGE. S. CONTRACTOR TO COORDINATE MAINTENANCE OF TRAFFIC DURING CONS- TRUCTION WITH THE FLORIDA DEPAflTWENT OF TRANSPORTATION AND DADE COUNTY AND SHALL BE IN ACCORDANCE WITH THE 'MANUAL ON UNIFORM TRAFFIC CONTROL OEVICES FOR STREET AND HIGHWAYS IU. S. NEPARTMENT OF TRANSPORTATION FHWA1. ATTENTION IS ALSO DIRECTED TO THE FLORIDA DEPARTMENT OF TRANSPORTATION ROADNAV AND TRAFFIC.DESIGN STANDARD INDEX. 600 THRU 650. 6. IN THE EVENT THAT-EXISTING CONDITIONS VARY FROM THOSE INDICATED SHALLE NOT I FYD THE AENGINEERIMMEDIATELY. IS REQUIRED. THE CONTRACTOR 7. FOR SITE PLAN DETAILS SEE SHEET C -2 B. ALL WORK TO BE DONE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION (FOOTI METROPOLITAN DADE COUNTY AND CITY OF SUNNY SLESPBEACH STANDARD DETAILS AND SPECIFICATIONS AND APPL 9. CONTRACTOR SHALL PROVIDE AS -BUILT DRAWINGS CERTIFIED BY A PROFESSIONAL LAND SURVEYOR FOR ALL WORK, PERFORMED INCLUDING ENCOUNTEREDNOUR TINS CONSTRUCT ON ?ION AND ANY EXISTING UTILITY 10. CONTRACTOR SHALL RETAIN THE SERVICES OF A REGISTERED SURVEYOR IN THE STATE OF FLORIDA TO LAY OUT THE WORK, II. BUILDING TO BE LAID OUT FROM ARCHITECTURAL PLANS. 12. THATRAREODAMAGED DURING CONSTRUCTION. PAVEMENT MARKERS AS REQUIRED ON HAy R6-IR 36•X!2' EXISTING PROPOSED N 0 m fA 2' MILLING AND RESURFACING HANDICAPPED PARKING SPACES TRAFFIC SIGN cl Q REFERENCE LINE — — - RIGHT -OF -HAY LINE Q PROPERTY LINE 6• CURB (TYPE -D-) - - - - FOR SITE PLAN APPROVAL ONLY 2' G GUTTER NOT TO BE USED FOR CONSTRUCTION DIRECTIONAL ARROW d� _ _ _ _ _ PEDESTRIAN RAMP cnJ ND. OF PARKING SPACES to ..� 'U U CONCRETE WHEELSTOP II — -4 Q a TRAFFIC FLOW ♦ 30' 15' 0' 30' z Scale: i^ 30' cn SITE AND PAVING PLAN Z O � m � 6 C a C M = Z p S a a N m LL S Q LL ml. a v U W S. a 0 LL J O LL 0 u O LL O c c DC a F ti c DC W LL > H dU IIIMtN10' W � E J O w W O UD NN Q Z Q c Q Q C G > J LL d] cnJ Q 'U U LW Q a CO W W z cn ww w J J J O C0 Cn O r r Z z z 0 Z } » U inCn z z 0 LL O 00. v (f1 O u O d' no date revision /Issue designed R. VARGAS drawn N. SERRATE checked L. SERRATE approved R. VARGAS prof no 12014 -01 scale i" - 30' date JULY 31, 2012 cad ref 120i4 -.0 R000LF0 J. VARGAS PE - 35648 drawing C -1 STANDARD PARKING SPACE .I I a• a• NOTE: ALL PAVEMENT MARKINGS ARE WHITE PAINTED UNLESS OTHERWISE NOTED TYPICAL STALL MARKINGS N. T. S. 2'_0" TYPE 1 STANDARD 6° CURB EDGE OF PAVEMENT GUTTE TYPE 2 NOSE DOWN TO SURFACE AS SPECIFIED FINISH GRADE TYPICAL ELEVATION STANDARD CURB NOSING N. T. S. 2 0" V 34 PRECAST CONCRETE 3'I 6' -0" LONG -EDGE OF &1-4 BAR CONT. PAVEMENT CE PARKING LOT a 2 -y; SURFACE O O 2.4 RODS THRU BASE AS SPECIFIED WHEELSTOP & PAVEMENT EXTEND 6" BEYOND MINIMUM !B" LONG PRECAST CONCRETE WHEELSTOP N. T. S. B" 6" 2" R in rASPH. SURFACE in BASE TYPE " D" CURB N. T. S. 6" 11-6.1 0 r 3. z N — ..' i� I 3/4' z n io TYPE " F" CONCRETE CURB GUTTER 3/4 N � I 3/4" -I n I� VALLEY GUTTER N. T. S. FOR SITE PLAN APPROVAL ONLY NOT TO BE USED FOR CONSTRUCTION SITE AND PAVING DETAILS Z O V In �. m In Fx O.m a Z N p a w ¢oN O p Q o p w J Z_ i r a z� � a u J z LL O > z a Mmm C c r C¢Wl U J r ti K C WLL> r Q N E LLWa I� I 3r O In p m Q Z Q CE a O O > J J IL ' Cn m z Q U U LL.I a a m W W m m Z U) W W LL.I — J J U7 O Q } } Z Z Z p » Z U U) U) z O LL D 00 Q co } O c.) O no date revision /issue designed R. VARGAS drawn N. SERRATE checked L. SERRATE approved R. VARGAS prof no 12014 -01 scale AS SHOWN date JULY 31, 2012 cad ref 12014 -12 RODOLFO J. VARGAS PE • 35640 drawing C -Z • !� -EXIST 1 , 5 GAS AS MAINASENENT SUNNY l q I c `' BELLA VISTA BAY N 0 m fn LEGEND: z o v OI N In ~ � < m 0 EXISTING PROPOSED prof no SPOT ELEVATION h °C J o 0 POLLUTION RETARDANT CATCH BASIN ° IN U CURB INLET �-�' O LL O u FRENCH DRAIN C LENGTH F e LU 2D lF J w MANHOLE m o — U CURB CURB VALLEY GUTTER I I � r • C I V1 N> FLON DIRECTION f- w N � - V a ww SIDEWALK FIRE HYDRANT _ .m m FOR SITE PLAN APPROVAL ONLY POWER POLE -o- 3F N InO m U) NOT TO BE USED FOR CONSTRUCTION DRAINAGE AREA NUMBER 6 ACREAGE D A .I BB A — — — - — -- DRAINAGE AREA LIMITS (n U) -- — Z 30• 15• 01 30' o z z Scale: t" - 30' OVERALL GRADING AND DRAINAGE PLAN Q z o v OI N In ~ � < m 0 approved R. VARGAS prof no Q rr J o 0 o E H e e U i a s� W U Q l n Is Is � Q O LL O u C F e LU > Z a m rn — a J w W v J I-� o — U FLL� I I � r • C I V1 N> f- w N � - V a ww W � E — .m m t°mw z 3F N InO m Q ' N. SERRATE Z L. SERRATE approved R. VARGAS prof no Q rr i' - 30' date Q cad ref Q C � Q J w m W a ww Co — .m m z ww U) LLJ J J J .O (n U) Z z z o z z Z Z o LL 00 v (1) } O U O Iq no date revI Si on /Issue designed R. VARGAS drawn N. SERRATE checked L. SERRATE approved R. VARGAS prof no 12014 -01 scale i' - 30' date JULY 31, 2012 cad ref 12014 -13 RODOLFO J. VARGAS PE • 35646 drawing C -3 I mL_J L�J CCO J III w En W. U Q SUNNY ISLES nr17 A n► BELLA VISTA BAY N O 0 d fn FOR SITE PLAN APPROVAL ONLY NOT TO BE USED FOR CONSTRUCTION 20' 10' 0' 20' Scale: P - 20' GRADING AND DRAINAGE PLAN m Z O � � in F a m 0 N p m 0 LL O d H LL N O Z > < E N U LL > zz W U J C W Q N C W n E lid? �Mv ;W O N D7 Q ' Z ' m Q LL O Q Q 00 > J J LL ' m U Q U U LLI .Q Q W W CO - m m U) z LLI LLI w J J J O Co CO Z Z Z Z Z } S M n Z z °.0. D ° U) r O C) O Iq I no Idatelrevislon /Issue designed R. VARGAS drawn N. SERRATE checked L. SERRATE approved R. VARGAS pro) no 12014 -01 scale P - 30' date JULY M. 2012 cad ref 12014 -15 R000LF0 J. VARGAS PE • 35648 drawing C -5 B� B' I :LING COURSE `SELECT FILL -\ ' 4 WIN. NOTE: S' -0• I. FRENCH DRAIN TO BE IN ACCORDANCE WITH - ua":.:_:._ ANON- �.. f ) :•_,._- :::_�.i�... die R. VARGAS LATEST REVISION MARCH 12, 1992. Q FINISHED GRADE SHRINK GROUT BALLAST ROCK oo°� ALL AROUND ITYP) ti GRADE Q FILLED AREAS. TO FRENCH SEE GRADING PLANS �� PLANS ELEVATION TO ALLOW FOR INITIAL SETTLEMENT THAT BOTTOM EL • 1-) 6.00 NGVVDD MAY OCCUR. ADD ADDITIONAL BALLAST ROCK TO RESTORE �y p R `- SELECT BACKFILL� 10 -t' X 1' �GALV.. STEEL OR THE DETAILS. `SELECT BACKFILL - - 2'-6' OUM. HIRE MESH. OVER PIPE ENDI FRENCH DRAIN LENGTH 30. ROOFING FELT LLJ 308 ROOFING FELT [SEE PLANS) SOLID PLATE ON TOP OF BAFFLE NOTE: S' -0• I. FRENCH DRAIN TO BE IN ACCORDANCE WITH N. T. S. DADE COUNTY ST HOARD DETAILS 50-1.1 R. VARGAS LATEST REVISION MARCH 12, 1992. Q FINISHED GRADE FINISHED GRADE Q FILLED AREAS. TO FRENCH SEE GRADING PLANS SEE GRADING PLANS ELEVATION TO ALLOW FOR INITIAL SETTLEMENT THAT q MAY OCCUR. ADD ADDITIONAL BALLAST ROCK TO RESTORE R `- SELECT BACKFILL� 10 -t' X 1' �GALV.. STEEL OR THE DETAILS. `SELECT BACKFILL - - BUT NOT GASKETED. OUM. HIRE MESH. OVER PIPE ENDI S. FOR BAFFLE DETAILS SEE THIS SHEET 30. ROOFING FELT LLJ 308 ROOFING FELT Q Q I -� W W , m m EEV• S. 00 L . ��1�pp` i �EA ROCK�^ti 11 dk8R `PEA ROCK l:l OR STEEPER cn IIATEP AB FF-- TL PERMFOOT INDEX NO 241 PLAN J J SEE NOTE i IN. COV // EL 2. 00 NE GVD (OCTOBEP HIGH I I IMIK I U. S. FOUNDRY FRAME S GRATE L _ BAFFLE DETAIL BY CONTRACTOR CLEAR '..: ...i ...... '..'. :': OALY.. STEEL OR Z l .......... SEE NOTE 2 G. C. E. N. I MINIMUM) e;• ALUM, NIKE MESH. (OVER PIPE END) 1: f OR •o . ........... ............................ - - PERFORATED 15' HOPE ERFORATED l5' HOPE INV EL 2.00 NGVD _ RATED 15• HOPE STEEPER -z� J'-a INV EL • 2.00 NOVO ISEE NOTE 2) I 8' PRECAST NOTE 2. NGVD g (SEE NOTE 21 FILTER FABRIC O_p FILTER FABRIC PLASTIC WOVEN PLASTIC e 4 BARS 0 12' D\ �� \ 4 PLATE To BE WELDED ON TOP OF BAFFLE iy i FABfl IC FILTER FABRIC O. C. E. N. IN INIMUMI `BALLAST RDCK -Y \ \V X�LLyT� I i- BALLAST ROC TO FRENCH DRAIN BOTTOM EL • 1-) 6.00 HONG • I-) 6.00 NGVG 3 -g• 3 0' FILTER 'X' OR APPROVED EQUAL. EXTENDED FILTER FABRIC TO BOTTOM OF TRENCH. SOLID PLATE ON TOP OF BAFFLE NOTE: LONGITUDINAL SECTION I. FRENCH DRAIN TO BE IN ACCORDANCE WITH N. T. S. DADE COUNTY ST HOARD DETAILS 50-1.1 R. VARGAS LATEST REVISION MARCH 12, 1992. Q 2. WOVEN PLASTIC FILTER FABRIC (AT EACH SIDE, SEE BAFFLE DETAIL TOP AND BOTTOM] SHALL BE USED IN SANDY OR Q FILLED AREAS. TO FRENCH 3. WASH DOWN THE BALLAST ROCK WITH CLEAN HATER AFTER ROCK HAS BEEN PLACED TO THE PROPER ELEVATION TO ALLOW FOR INITIAL SETTLEMENT THAT > J MAY OCCUR. ADD ADDITIONAL BALLAST ROCK TO RESTORE ROCK TO THE PROPER ELEVATION IN ACCORDANCE WITH THE DETAILS. CO 4. FOR PERFORATED CNP PIPE JOINT ARE TO BE BANDED. BUT NOT GASKETED. _ S. FOR BAFFLE DETAILS SEE THIS SHEET SOLID PLATE ON TOP OF BAFFLE drawn N. SERRATE Z L. SERRATE DIAHETEP OF'PIPE R. VARGAS prof no Q CE SEE BAFFLE DETAIL date Q cad ref TO FRENCH RAI 00 T FRENCH GRAIN > J J LL CO < U U LLJ Q Q M 00 -� W W , m m Q' CORRUGATED cn L11 W PERMFOOT INDEX NO 241 PLAN J J SEE NOTE i O C0 1n cf) U. S. FOUNDRY FRAME S GRATE BRICK TO GRADE No. 4165 FOR CATCH BASINS BAFFLE DETAIL BY CONTRACTOR MAX. TWO COURSES Z • 4 BARB g I' OZ SEE NOTE 2 G. C. E. N. I MINIMUM) e;• (n (n •o SEE NOTE 3 0 LL -z� J'-a 00. Cn 8' PRECAST } F_ O CONC. STRUCTURE f, e 4 BARS 0 12' PLATE To BE WELDED ON TOP OF BAFFLE O. C. E. N. IN INIMUMI date X�LLyT� /Issue TO FRENCH DRAIN T FRENCH DRAIN O BRACKET DETAIL SEE PLANSTION-/ BAFFLES FOR POLLUTION NOTES FOR P.R. CATCH BASIN lO L RETARDANT B ) •" I) SKIMMER FOR FRENCH DRAIN SABINOTE.I OUTLETS PER FOOT INEX NO 241 21 ly2' GALVANIZED LAG BOLT IN LEAD SHIELD (TYP.) 31 WELD On 2 -1y2' THRU BOLTS (S.S.). 41 GRATING SHALL BE OFFSET IF STRUCTURE IS USED AS OVERFLOW, 51 TWO BAFFLESB ONE BAFFLE (42'X42'1• 154''X5A'IA SQUARE POLLUTION RETARDANT CATCH BASING DETAIL N. T. S. ALTERNATE CROSS- SECTION DETAIL TRANSVERSE SECTION DETAIL FOR SANDY SOIL CONDITION N. T. S. N. T. S. ( x NOTE: SAND BED TO BE USED ONLY ON FRENCH DRAIN FOR THE GARAGE AND PLANTERS DRAINAGE NOTES: I. These plans 1.111 peon pr9P. d With the beat Information -liable t1 the Engl near.. Contractor nest verify all a %I Sting Untler 111"1114" t....... O...r t. be InRing of nstruGtl. n. If any 91an'e1, '. qu l r ad. pEngineeredust be notified Im'adia10I y. revl- 2. It Is th0r spmnsl blllty of the Contactor to protect all e,,1 st lny Improvene ntb OVr.ing con a',uctlen. If any pa wage occurs as a result of the cc hat rue on activItl es. Contractor shall restart such Improvements as tlnyewe,. 1I.r't. O.gIRnImgh of l construction�tural 3. All elevations refer to Natlenal G,odetle Vertical Datum IN.G.V.0. I. 1929. 4, Datle County Flood Crlterla for tm.. protect I9 5.00 ( N. G. V. 0.1 S. October High Water Elevation Is 2. d0 fN. G.: V. U. 1. 6. All e. proposed elevations are to edge of pavement or driveway tenter n y p 7 minlnubpinvertl.Ievd tlantof 2150 (1N!G. VaDt)• IUnlee9rot herxl9alnoteola B. French Groh bottom e1,,atl," 51,11 be 1-1 6.1OI1.G.1,0.1. 9. The folloxl ng items Shall be constructed In c ,,dance With Nenualfe rencea deta111 from the Oa de County Pub 11, Works bF,VN Drd10 .......................5.0.1.1 . Catch Basin Gain' .........5.0.2.6 c. Catch Basin Frane and Grate........ S. 0.2.3 d. 2' Valley GUtt Br....' ............... R. 14.6 e P-6 Inlet ........................ SO 3.4 f: Swale Inlet ........................ 60 3.1 10. Contractor must observe ¢Xtr... care to prevent 1eb, le, al Its and final fro, onter)n9 Fronc1 Oral n. Inlet Grates Small reoaln covered With flher tamrlc du r InB conetructlon until the system Is ready to enter In opera tlon.- 11. Contractor to ... lfy 9011 conditions at site. If muck Is encounter d. 98pTtra.t.,yahall demuck area and f111 to grade .f tg 12. All areas not paved must,be added d. 13. AAlI Work to be done In accordance with Miami -Dade County and City of Sunny Isles Public Works Standard Gatalla and SppclflC2tlona. 14. A11 tapo9nlpFnrtlna Learey Bk fees a".ndl d an Sket.hes of Survey ore Pare y y, y Surveyors, l5. PIp. re Ulrl,Intel French o,aln 01 pas shall .be ADS Cbrrugatotl Pelyethy 1811 IPerforatedl. All other pipe' 'hall be ADS N• I2 Polyethylene Nan - Perforated. far approve) equal).: 16. Contractor snail provide a Paving, and flralange 'AS-BUILT PLAN' ofrtifled by Professional Magi ste,.d Ldntl Surveyor In the State Florida reflecting 11 th1 features of the By Ha ter S..... and should tnel.d0, t9ting pavement and aHe I,a ar9a grades. C.tell bash 'in and Invert el evat Ions, french.d" n length and bottom elevation, etc. 17. a. Dra mage trenches be be ZURN Z -882 12' Perna - Trench as per ZUAN -FLO -THRU. DRAIN COMPANY. (80131 754 -7148 or approve equal. b. Trench drains shall be capable of conveying a minimum flax of 1,709 one at the last down stream sect) en. c. Contractor nail submit shop draxln9 411 d,cu...1.1lon'far rsvlew a1tl Spproval prior to ortlar Ina, na shall strictly follow the manufaeter e's p.clflcdtlon9 ant Installation Inst,uctla Ra. d. Cant ..ter to. 1n,tall Class E Grates Type Z- 882 -NP, hall proof. oaPable of supporting N -20 Imatll ng. I8. contractor tbef olb•Algr 'hop tg ....BBe for Sld8walk Inlets and piping connection 19. Contractor shall prevlde an Erosion Control Fence around t1e entire pe,lmete Of MB pro)Sot .19 per F00T Standard Ind.% N0. 102. Ero.'on control lance shall bB operat tonal during the entire period of construction. 20.' OR -Site Sto,m Dralnage Hells could brae U, as m.a.s .f al spo'.I of dexaterl ng during IonetrUCt Ion. Contractor 19 rea gnelCle for preparing Oellatering Plane and obtaining all necessary permit 9. Contractor shell FOR SITE PLAN APPROVAL ONLY be re............ pr'1"b.g settling tank' nd /mr any other metnpd to Insure that the Water t. 08 d1.Cha19. Into the xel 1. meets the Water - ,,allty stand- f the p,rmllllnq genGles. NOT TO BE USED FOR CONSTRUCTION Contract., shall to each Hall after Gas of d""oring operatl,ns - . bd If the Rulretl discharge rates are et Ll".1ne d• Contractor. hall e resp.nalble for re- developing the Hells and providing Information on -- Me Wall discharges to the Engineer. STORM DRAINAGE DETAILS o v rn m OR Lin N Q _ a ¢ ¢ W Q J v d E r LL d LL v m o O 0 w w a - c r > f In ¢ wca < ^o _ O _ LL f In. V W O LL O. r ¢ C C Q U J r N w x , Lp • F LL � O � H r'- N "•- 1 WI N (I W Q 6 W N � J O N m O W Q drawn N. SERRATE Z L. SERRATE approved R. VARGAS prof no Q CE AS SHOWN date Q cad ref � 00 > J J LL CO < U U LLJ Q Q M 00 -� W W , m m Z cn L11 W LLJ .37' J J J O C0 1n cf) 0 .Z }} z z Z OZ (n (n Z 0 LL -z� J'-a 00. Cn } F_ O f, O no date revision /Issue designed : L. SERRATE drawn N. SERRATE checked L. SERRATE approved R. VARGAS prof no 12014 -01 scale AS SHOWN date JULY 31, 2012 cad ref 12014 -16 RODOLFO J. VARGAS PE • 35646 drawing C -6 Y_ 15' HDPE PRESSURE RELEASE VENT 12' FROM TRENCH DRAIN . 14-0" 8" PAVER CONTRACTOR TO PROVIDE PER.I A REMOVABLE BRICK PAN OVER BOLTE MANHOLE COVERS RIM E TOP SLAB EL - ____ (NOVO1 3' CL (TYP. •5 BARS @ 12' VERT 30. 30' 15" HDPE (FROM ROOF? I NV EL- 2.00 (NGVD) 2' 7 BARS @ 6' C. C. 4 @ 12' C.C. EACH WAY - 3' CONDENSED DRAIN EACH WAY INV EL- 2,.00 INGVD) A -5 @ 6" E. W. ARMSPRESSURE 2" CL (TYP) RELEASE VENT 17 BARS W /HOOKS INV EL- 2.00 (NGVD) ( STD) @ 6" E. W. N •7 BARS @ 6" HORIZ I 15' HOPE do INTERCONNECT X2'-6" LAP. I.4 @ 12' E. W. 4' ALL AROUND J 24" 4 4 LAP 3' CONDENSED ORAIN 15" HOPE FROM ROOF? B PLAN VIEW N. T. S. BOLTED WATER TIGHT MANHOLE RING AND COVERS PER USF 119 -BM -BWT BOLTED TO TOP SLAB - CENTER OF MANHOLE OPENINGS 4" ALL AROUND . - - - - --- - - -- - -- - -� I I I I m I I I I I ' I I I I I a + I I I I I I I I - I I I i m I 8 -1' DIAM HOLES W/ I 3/4' ANCHOR BOLTS I I (EACH'AINGI L---- ------------ - - - - -J i I 4'-0' 7' -4. 4' -0. e 7 BARS @ B' C . (BOTTOM) • 4 BARS @ 12' C.C. (TOP) TOP SLAB REINFORCING DETAIL N. T. S. 0 �a �-a oi- m., `.0 UU � tllm nv t5­4" I N. T. S. 2 •5 I ADDTIONAL REINFORCNG BARS (TYPICAL) G WATER TIGHT MANHOLE designed BEND (TYP) - Z a ° INTERMEDIATE BAFFLE WALL 24" DIAMETER DRAINAGE WELL PIPE S CASING Q ELL CHAMBER 1 O NSTALL SS INSECT SCREEN AT PIPE END !MIN °� a ¢ 1O TO TOP SLAB date O O FINISHED GRADE ELEVATION VARIES > J PAVER CONTRACTOR TO PROVIDE PER.I A REMOVABLE BRICK PAN OVER BOLTE MANHOLE COVERS RIM E TOP SLAB EL - ____ (NOVO1 3' CL (TYP. •5 BARS @ 12' VERT 30. 30' 15" HDPE (FROM ROOF? I NV EL- 2.00 (NGVD) 2' 7 BARS @ 6' C. C. 4 @ 12' C.C. EACH WAY - 3' CONDENSED DRAIN EACH WAY INV EL- 2,.00 INGVD) A -5 @ 6" E. W. ARMSPRESSURE 2" CL (TYP) RELEASE VENT 17 BARS W /HOOKS INV EL- 2.00 (NGVD) ( STD) @ 6" E. W. N •7 BARS @ 6" HORIZ I 15' HOPE do INTERCONNECT X2'-6" LAP. I.4 @ 12' E. W. 4' ALL AROUND J 24" 4 4 LAP 3' CONDENSED ORAIN 15" HOPE FROM ROOF? B PLAN VIEW N. T. S. BOLTED WATER TIGHT MANHOLE RING AND COVERS PER USF 119 -BM -BWT BOLTED TO TOP SLAB - CENTER OF MANHOLE OPENINGS 4" ALL AROUND . - - - - --- - - -- - -- - -� I I I I m I I I I I ' I I I I I a + I I I I I I I I - I I I i m I 8 -1' DIAM HOLES W/ I 3/4' ANCHOR BOLTS I I (EACH'AINGI L---- ------------ - - - - -J i I 4'-0' 7' -4. 4' -0. e 7 BARS @ B' C . (BOTTOM) • 4 BARS @ 12' C.C. (TOP) TOP SLAB REINFORCING DETAIL N. T. S. 0 �a �-a oi- m., `.0 UU � tllm nv t5­4" I N. T. S. 2 •5 I ADDTIONAL REINFORCNG BARS (TYPICAL) G WATER TIGHT MANHOLE designed BEND (TYP) - Z a ° D COVERS 119 -BM -BWT Q PROPOSED 15° HOPE VENT O NSTALL SS INSECT SCREEN AT PIPE END !MIN °� a ¢ 1O TO TOP SLAB date O O FINISHED GRADE ELEVATION VARIES > J 5.00 ( NGVD) J LL GD U Q =_ U u w : O ry CO - W W Co m Z U) ROPOSED PAVERS ,Cn Cn ww PROPOSED PAVERS 2: -1 J 0 0 o v IM EL- 5.50 (NGVD? RIM EL- 5.50 (NGVD) Z z z o Z Z W U < N 0 • 7 BARS @ 6' C. C. E. W. z • 7 BARS @ 6'; O LL 00 Q •7 BARS @ 6' C. C. E. W. r. H-. O u TOP SLAB EL (NGVD) u _ �' -� -+ x c a� _ o 30" • o W _ BARS u° m @612" VERT ••4 @ 12' C. C.: E. W. 15' HDPE PRESSURE. z m N - RELEASE VENT INV EL- 2.00 (NGVD] INTERMEDIATE 2'CL 2' X 8' KEYWAY ALL AROUND °o o 'BAFFLE WALL ' ' •7 BARS W /HOOKS m 0 15" HDPE FROM TRENCH INV EL ° 2.00 (NGVD) [ STO7 @ 6' E. W. m ° I LL ( ( / -\ I I � W TYPICAL OPENING REINFORCING DETAIL N. T. S. DRAINAGE WELL TOP EL ' 2.00 [NGVD) �4. BOTTOM EL- ( -1 3.00 (NGVD) 10 •7 BAR @ 6' HORIZ- 15' HOPE INTERCONNECT INV EL= 2.00 (NGVD) Is, X90. PVC designed BEND (TYP) - N. SERRATE TOP OF VENT INV EL- 8.OD NGVD Q PROPOSED 15° HOPE VENT O NSTALL SS INSECT SCREEN AT PIPE END !MIN 12014 -01 scale 230 HOLES PER SQUARE INC H1 date O O FINISHED GRADE ELEVATION VARIES NOTE: 1 FOR VENT LOCATION SEE PLAN 5' HOPE PIPE [FROM SEDIMENT TANK) fr I1 Q II j\ 2'- 62' -6' LAP HO �zj •4 @ 12' E. W, INV ELPE2. 000( (NGVD) ROOF] S. S' -0. 8. 3' CONDENSED DRAIN 7' -10' INV EL= 2.00 (NGVD) I NOTES: 1. CLASS I CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI. NO CLORIDES ARE PERMITTED IN CONCRETE. 2. STEEL TO BE NEW BARS IN ACCORDANCE WITH ASTM A -615, GRADE 60. 3. NO INFLUENT PIPES SHALL BE CONNECTED TO WELL CHAMBER. 4. PROVIDE SHOP DRAWINGS OF SEDIMENT TANK-FOR APPROVAL BEFORE FABRICATION. THIS SHALL INCLUDE MANHOLE FRAME AND COVER. 5. PRECAST OPTION IS ACCEPTABLE. CONTRACTOR MUST SUBMIT SHOP; DRAWINGS SIGNED AND SEALED BY A 'STRUCTURAL ENGINEER TO PROJECT MANAGER FOR APPROVAL BY ENGINEER. 6. SEDIMENT TANK SHALL BE DESIGNED TO WITHSTAND H -20 LOADING. 7. CONTRACTOR SHALL PROVIDE DOCUMENTATION FROM THE WELL DRILLER INSURING THAT THE DISPOSAL WELL ATTAINED A MINIMUM OISCMARGE CAPACITY OF 300 GPM AT 1.50 FEET OF HEAD [MINIMUM). IF THESE WELL DISCHARGE CAPACITIES ARE NOT OTBAINED, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY. 8. CONTRACTOR SHALL MAINTAIN SEDIMENT TANK CLEAN OF ANY DEBRIS FOR THE LENGHT OF THE PROJECT. ENGINEER SHALL BE NOTIFIED FOR FINAL INSPECTION OF THE SEDIMENT TANK AND DRAINAGE WELL PRIOR TO ACCEPTANCE. FOR SITE PLAN APPROVAL ONLY NOT TO BE USED FOR CONSTRUCTION SEDIMENT TANK AND DRAINAGE WELL NO 1 DETAILS Z designed R. VARGAS - N. SERRATE Q Q approved O prol no 12014 -01 scale AS SHOWN date O O > J J LL GD U Q =_ U u w : . Q Q CO - W W Co m Z U) - ,Cn Cn ww LLJ 2: -1 J J O (n Cf) Z z z o Z Z z (n (n z O LL 00 Q Ul r. H-. O u O o date rev is lon /ISsOe RODOLFO J. VARGAS PE • 35646 . drawing C -7 designed R. VARGAS drawn N. SERRATE checked L. SERRATE approved R. VARGAS prol no 12014 -01 scale AS SHOWN date JULY 31, 2012 RODOLFO J. VARGAS PE • 35646 . drawing C -7 PAVVER CONTRACTOR TO PROVIDE cunue agICK PAN OVER PLAN VIEW N. T. S. 4" ALL AROUND BOLTED WATER TIGHT MANHOLE RING AND COVERS PER USF 119 -B%BWT BOLTED TO TOP SLAB CENTER OF MANHOLE OPENINGS _______ - - -- ___ _-T I I my m I I I I d". 4 t I I as I • I `m `m I I I i 8 -1• DIAM HOLES W/ I " I I 3/4' ANCHOR BOLTS I I (EACH RING) I I 4­0' 7­4 4'-0;. . 15' -4' . 7 BARS @ ES. C C.C. (BOTTOM] • 4 BARS @ 1.C. (TOP] TOP SLAB REINFORCING DETAIL N. T. S. VERT — OM ROOF) (NGVD) - DRAIN INGVD) - m •7 BAR @ 6" HORI • 4 @ 12' E. W. 13.1-4 ' 8" 6' -B' B' INV ELPE2! DOERNGVpj CT I N. T. S. 2 - 5 ADDTIONAL REINF I ORCNG BARS I TYPICAL) TYPICAL OPENING REINFORCING DETAIL N. T. S. PROPOSED PAVERS RIM EL- 5.50 (NGVD) • 7 BARS @ 6'; 4 @ i2" C. C.. E. W. 2'CL 2' K 8' KEYWAY INTERMEDIATE ALL AROUND 'BAFFLE WALL •S TBS W HEOOKS ' 2' -6. (\\ l IT- Il I I I I I 2' - 6_LAP _� •4 @ 12' E. W. r 12' FROM TRENCH INV EL- 2.00 (NGVD] 7'-10' I N. T. S. NOTES: 1. CLASS I CONCRETE. TO HAVE A.MINIMUM COMPRESSIVE STRENGTH OF 4.000 PSI. NO CLORIDES ARE PERMITTED IN CONCRETE. 2. STEEL YO BE NEW BARS IN ACCORDANCE WITH ASTM A -615, GRADE 60. 3. NO INFLUENT PIPES SHALL SE!CONNECTED TO WELL CHAMBER. 4. PROVIDE SHOP DRAWINGS OF SEDIMENT TANK FOR APPROVAL :BEFORE FABRICATION. THIS SHALL INCLUDE MANHOLE FRAME AND COVER. 5. PRECAST OPTION IS ACCEPTABLE. CONTRACTOR MUST SUBMIT SHOP DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER TO PROJECT MANAGER FOR APPROVAL BY ENGINEER. 6. SEDIMENT TANK SHALL BE DESIGNED TO WITHSTAND H -20 LOADING. 7. CONTRACTOR SHALL PROVIDE DOCUMENTATION FROM THE WELL DRILLER INSURING THAT THE DISPOSAL WELL ATTAINED A MINIMUM DISCHARGE CAPACITY OF 300 GPM AT 1.50 FEET OF HEAD (MINIMUM). IF THESE WELL DISCHARGE CAPACITIES ARE NOT OTBAINED, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY. 6. CONTRACTOR SHALL MAINTAIN SEDIMENT TANK CLEAN OF ANY DEBRIS FOR THE LENGHT OF THE PROJECT. ENGINEER SHALL BE NOTIFIED FOR FINAL INSPECTION OF THE SEDIMENT TANK AND DRAINAGE WELL PRIOR TO ACCEPTANCE. FOR SITE PLAN APPROVAL ONLY NOT TO BE USED FOR CONSTRUCTION SEDIMENT TANK AND DRAINAGE WELL NO 2 DETAILS z o c m F m c a m °o a - m O 0 O " _• I me oLL�mc U J F. x c • • • FW-LL� VIII II ° 2 n E wv 0 m Q BOLTED WATER TIGHT MANHOLE L. SERRATE z RING AND COVERS pro) no 12014 -01 PER USF 119- BM -BWT Q c BOLTED TO TOP SLAB RIM EL- 5.00 (NGVD), cad ref Q PROPOSED PAVERS CC RIM EL= 5.50 1 NGVD7 0 0 ' \ 0 7 BARS @ 6" C. C. E. W. > J •7 BARS @ 6' C. C. E. 1, J LL. ' 3' CL TOP SLAB EL 4.50 [NGVD] CO f TYP. 30• 30' o • " 5 BARS ' U U LLJ @ 12" VERTU 2' A @ 6 C. C. 1 HOPE 5' HOPE E 4 @ 12° C. C. EACH WAY INV INGVD)- EACH WAY U) W LL1 w 15° HOPE IF ROM ROOF] J J o I NV EL- 2.00 [ NGVD ) cn U) •5 @ 61 E. W. 3' CONDENSED DRAIN INV EL- 2.00 I NGVD7 - Z z Z 1\2 -2' CL [TYP] 24" DIAMETER 7 BARS W /HOOKS io I AIW�` P EL @ 6' E.W. I I I \STD7 N P'4° BOTTOM EL- ( -) 3.00 (NGVD) •7 BAR @ 6" HORI • 4 @ 12' E. W. 13.1-4 ' 8" 6' -B' B' INV ELPE2! DOERNGVpj CT I N. T. S. 2 - 5 ADDTIONAL REINF I ORCNG BARS I TYPICAL) TYPICAL OPENING REINFORCING DETAIL N. T. S. PROPOSED PAVERS RIM EL- 5.50 (NGVD) • 7 BARS @ 6'; 4 @ i2" C. C.. E. W. 2'CL 2' K 8' KEYWAY INTERMEDIATE ALL AROUND 'BAFFLE WALL •S TBS W HEOOKS ' 2' -6. (\\ l IT- Il I I I I I 2' - 6_LAP _� •4 @ 12' E. W. r 12' FROM TRENCH INV EL- 2.00 (NGVD] 7'-10' I N. T. S. NOTES: 1. CLASS I CONCRETE. TO HAVE A.MINIMUM COMPRESSIVE STRENGTH OF 4.000 PSI. NO CLORIDES ARE PERMITTED IN CONCRETE. 2. STEEL YO BE NEW BARS IN ACCORDANCE WITH ASTM A -615, GRADE 60. 3. NO INFLUENT PIPES SHALL SE!CONNECTED TO WELL CHAMBER. 4. PROVIDE SHOP DRAWINGS OF SEDIMENT TANK FOR APPROVAL :BEFORE FABRICATION. THIS SHALL INCLUDE MANHOLE FRAME AND COVER. 5. PRECAST OPTION IS ACCEPTABLE. CONTRACTOR MUST SUBMIT SHOP DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER TO PROJECT MANAGER FOR APPROVAL BY ENGINEER. 6. SEDIMENT TANK SHALL BE DESIGNED TO WITHSTAND H -20 LOADING. 7. CONTRACTOR SHALL PROVIDE DOCUMENTATION FROM THE WELL DRILLER INSURING THAT THE DISPOSAL WELL ATTAINED A MINIMUM DISCHARGE CAPACITY OF 300 GPM AT 1.50 FEET OF HEAD (MINIMUM). IF THESE WELL DISCHARGE CAPACITIES ARE NOT OTBAINED, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY. 6. CONTRACTOR SHALL MAINTAIN SEDIMENT TANK CLEAN OF ANY DEBRIS FOR THE LENGHT OF THE PROJECT. ENGINEER SHALL BE NOTIFIED FOR FINAL INSPECTION OF THE SEDIMENT TANK AND DRAINAGE WELL PRIOR TO ACCEPTANCE. FOR SITE PLAN APPROVAL ONLY NOT TO BE USED FOR CONSTRUCTION SEDIMENT TANK AND DRAINAGE WELL NO 2 DETAILS z o c m F m c a m °o a - m O 0 O " _• I me oLL�mc U J F. x c • • • FW-LL� VIII II ° 2 n E wv 0 m Q checked L. SERRATE z R. VARGAS pro) no 12014 -01 scale Q c JULY 31, 2012 cad ref Q CC 0 0 > J J LL. = CO Q ' U U LLJ Q Q m — m Cfl z U) W LL1 w J J J O cn U) Z z Z O In N O LL. � •00 Q (n r H- O c) O o date revision /Issue drawn N. SERRATE checked L. SERRATE approved R. VARGAS pro) no 12014 -01 scale AS SHOWN date JULY 31, 2012 cad ref 12014 -0 RODOLFO J. VARGAS PE • 35646 drawing C -8 B N. T. S. BOLTED WATER TIGHT MANHOLE RING AND COVERS PER USF 118 -BM -BWT BOLTED TO TOP SLAB CENTER OF MANHOLE OPENINGS 4" ALL AROUND , 48-1' - -- o o HOLES W/ I 3/4' ANCHOR BOLTS I I (EACH RING) I L----- I--- ----- -- --T -7 I I , 4'-0" 7-4. 4' -0. 15'-4' • 7 BARS @ G" C. C. 1 BOTTOMS • 4 BARS @ 12" C. C. (TOP) TOP SLAB REINFORCING DETAIL N. T. S. ONTRACTOR ABLE BRICK COVERS EL - 4.50 I NG' 3 @ 12' VERT — PE [FROM ROOF) 2, 00 ( NGVD3- DENSEO DRAIN 2.00 [NGVO)- 6" HOR NECT 4 @ 12" C. C. J EACH WAY -2' CL [TYP) r 7 BARS W /HOOKS STD) @ 6' E. W. L•7 BARS @ 6' C. C. EACH WAY •5 @ 6" E. W. T T 1-4 @ 12' E. W. 6' -8' B' 6' -8' I I SECTION A —A N. T. S. 2 •5 ADDITIONAL REINFORCING BARS (TYPICAL3 TIGHT MANHOLE ' designed R. VARGAS S R-BWT N. SERRATE checked IM approved Q SLAB 12014 -01 O d NGVD), date Cc [D PAVERS O O 5.50 [NGVD) > J 7 BARS @ 6' C. C. E. W. J LL •7 BARS @6' C. C. E. W. O TOP SLAB EL - 4.50 [NGVD) Q U U *5 BARS Q a M — @ 12" VERT, 15' HOPE PRESSURE WW LJ RELEASE VENT _J O (n m INV EL- 2.00 [NGVD) — 'o Z 15' HDPE�FROM TRENCH Z } INV EL- 2.00 (NGVD) --� 1 24" DIAMETER DRAINAGE WELL TOP EL - 2.00 [NGVD) �4 BOTTOM EL- [ -) 3.00 (NGVD) •7 BAR @ 6" MORI 15' HOPE INTERCONNECT B' INV EL= 2.00 INGV01 TYPICAL OPENING REINFORCING DETAIL N. T. S. PROPOSED PAVERS ' RIM EL- 5.50 (NGVD) • 7 BARS @ 6" o 4 @ 12' C. C. • E. W. 2'CL 2' X B' KEYWAY INTERMEDIATE ALL AROUNO BAFFLE WALL 7 BARS HOOKS E. .n E. W. in II II' 2'-6LAP _I 15' HOPE [FROM ROOF) V-4 @ 12' E.H. INV EL- 2.00 (NGVD) 51 _O" I- a. t 3' CONDENSED DRAIN 7' -10' INV EL • 2.00 (NGVD) 1 N. T. S. NOTES: 1. CLASS I CONCRETE;TO HAVE A, MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI. NO CLORIDES ARE PERMITTED IN CONCRETE. 2. STEEL TO BE NEW BARS IN ACCORDANCE WITH ASTM A -6i5, GRADE 60. 3. NO INFLUENT PIPES SHALL BE CONNECTED TO WELL CHAMBER. 4. PROVIDE SHOP DRAWINGS OF SEDIMENT TANK FOR APPROVAL '.BEFORE FABRICATION. THIS SHALL INCLUDE MANHOLE FRAME AND COVER. S. PRECAST OPTION IS ACCEPTABLE. CONTRACTOR MUST SUBMIT SHOP DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER TO PROJECT MANAGER FOR APPROVAL BY ENGINEER. 6. SEDIMENT TANK SHALL BE DESIGNED TO WITHSTAND H -20 LOADING. 7. CONTRACTOR SHALL PROVIDE DOCUMENTATION FROM THE WELL DRILLER INSURING THAT THE DISPOSAL WELL ATTAINED A MINIMUM DSCHARGE CAPACTY OF 300 GPM AT 1.50 FEET OF HEAD (MINIMUM). IF THESE WELL DISCHARGE CAPACITIES ARE NOT OTBAINED, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY. 8. CONTRACTOR SHALL MAINTAIN SEDIMENT TANK CLEAN OF ANY DEBRIS FOR THE LENGHT OF THE PROJECT, ENGINEER SHALL BE NOTIFIED FOR FINAL INSPECTION OF THE SEDIMENT TANK AND DRAINAGE WELL PRIOR TO ACCEPTANCE. FOR SITE PLAN APPROVAL ONLY NOT TO BE USED FOR CONSTRUCTION SEDIMENT TANK AND DRAINAGE WELL NO 3 DETAILS z O O F O c ¢o a a z p z O ry 0 0 o v W Q S N W U 6 N E U J h w x c FLL� II o 6 � E w w Gov a I� I I LL w 3 F O a designed R. VARGAS Z N. SERRATE checked L. SERRATE approved Q � 12014 -01 O a date Cc O O > J J LL CE) U U) Q U U Ld Q a M — ED m U)z WW LJ J J _J O (n m U) O > r Z Z Z Z } OZ =1 z (n z O LL' .00 V U) r F- O u O c id.tlll. vislon /Issue VARGAS draw l ng C -9 designed R. VARGAS drawn N. SERRATE checked L. SERRATE approved R. VARGAS pro) no 12014 -01 scale AS SHOWN date JULY 26, 2012 VARGAS draw l ng C -9 B 15' HDPE 3' CONDENSED DRAIN (FROM ROOF] 8: 14-0" 61-8. 1 1 8 "1 '3'-4' . 3' -4" 15` HOPE INTERCONNECT —\ A Y t2'ALUMINUM FL GATE WATERMAN AF -41 OR EQUAL 4" ALL AROUND 4' ALL AROUND 12' FROM TRENCH DRAIN V PAVER CONTRACTOR A REMOVABLE BRICK MANHOLE COVERS TOP SLAB EL - 4.50 •5 BARS @ 12' VERT — 15'tHOPE (FROM ROOF) INV EL- 2.00 (NGVD]- 3' CONDENSED DRAIN INV EL- 2.00 .(NGVD)- 15' HDPE INTERCONNECT INV EL- 2.00 (NGVD) •7 BARS @ 6' HORI Z� 15' HOPE PRESSURE m RELEASE VENT BOLTED WATER TIGHT MANHOLE RING AND COVERS PER USF ii9 -BM -BWT 'BOLTED TO TOP SLAB ,— CENTER OF MANHOLE OPENINGS _ F ----- _ — _ _ _ _ I I I I I m i I I I I I I I I I I I I I I I m 1 8 -1' DIAM HOLES W/ I 314' ANCHOR BOLTS ] I (EACH RING) L----------------- - - ---I I I 4' -0, 7' -4, 4' -0, 15' -4' • 7 BARS @ 6' C.C. (BOTTOM] ° 4 BARS @ 12' C. C. ( TOP) TOP SLAB REINFORCING DETAIL N. T. S. 4 i o., a: o° m., uU ()U � ion m, m mm ¢¢ mm BOLTED WATER TIGHT MANHOLE RING AND COVERS IDE PER USF 119 -BM -BWT ER BOLTED TO TOP SLAB RIM EL- 5.00 [NGVD); PROPOSED PAVERS RIM EL- 5.50 (NGVD) ° 7 BARS @ 6" C. C. E. W. •7 BARS @ 6' C. C. E. W. 3' CL TOP SLAB EL 4.50 (NGVD) (TYP. 30° 30' m 5 BARS @ 12' VERT —, 2, l5' HDPE PRESSURE SE VNT 4 @ 12" C. c. EACHA WAY fi' C.C. INV EEL- 2.00 (NGVD) EACH WAY 15 HOPE (FROM ROOF) o INV EL- 2.00 (NGVD) 3' CONDENSED ORA:IN •5 @ 6' E. W. r INV EL- 2.00 (NGVD) / \ m 2' CL [TYP) 24' DIAMETER •7 BARS W /HOOKS I DRAINAGE WELL f STD] � TOP EL 2.00 (NGVD) @ 6 ' E. W. �4, BOTTOM EL- ( -) 3.00 (NGVD) HOPE PRESSUR E •7 BAR @ 6" HORIZ 1 • 4 @ 12' E. W. SS' B' 6' RELEASE VENT INV EL- 2.00 (NGVD) 15•_4• I I SECTION A -A R. T. S. .5 ADDITIONAL ADDTIONAL EINFORCNG BARS TYPICAL) TYPICAL OPENING REINFORCING DETAIL N. T. S. 15'X90 °PVC BEND (TYP)1 TOP OF VENT INV EL- 8.00 NGVD PROPOSED INSTALL SS INSECT SCREEN AT PIPE END 15' HOPE VENT (MIN 230 HOLES PER SQUARE INC H1 FINISHED GRADE ELEVATION VARIES :III -1 I I =1 I I I I I =1 I =1 11= NOTE: ' 15 FOR VENT LOCATION SEE PLAN ' SEDIHOPE MENT TAPIPE NK) [FROM r—PROPOSED PAVERS / RIM EL- 5.50 (NGVD) V—• 4 @ 12' C. C. E. W. INTERMEDIATE 2'CL "BAFFLE WALL ' • •7 BARS W /HOOKS STD) @ • 7 BARS @ 6' O 2' % 8' KEYWAY ALL AROUND o • i 1p m � ; I I �, I I I 2' -6° LAP _I \-15" HOPE FROM •4 @ 12' E. W. I INV ELL - 2.00 INGVD]W B• 6' _ B" B• 7'-10' I SECTION B -B N. T. S. NOTES: I. CLASS I CONCRETE:TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI. NO CLORIDES ARE PERMITTED IN CONCRETE. 2. STEEL TO BE NEW BARS IN ACCORDANCE WITH ASTM A -615, GRADE 60. 3. NO INFLUENT PIPES SHALL BEI CONNECTED TO WELL CHAMBER. 4. PROVIDE SHOP DRAWINGS OF SEDIMENT TANK FOR APPROVAL - BEFORE FABRICATION. THIS SHALL INCLUDE MANHOLE FRAME AND COVER. 5. PRECAST OPTION IS ACCEPTABLE. CONTRACTOR MUST SUBMIT SHOP DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER TO PROJECT MANAGER FOR APPROVAL BY ENGINEER. 6. SEDIMENT TANK SHALL BE DESIGNED TO WITHSTAND H -20 LOADING. 7. CONTRACTOR SHALL PROVIDE DOCUMENTATION FROM THE WELL DRILLER INSURING THAT THE DISPOSAL WELL ATTAINED A MINIMUM .DI I ARGE CAPACTY OF 300 GPM AT 1.50 FEET OF HEAD ( MINIMUM ] . IF THESE WELL DISCHARGE CAPACITIES ARE NOT OTBAINED, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY. 8. CONTRACTOR SHALL MAINTAIN SEDIMENT TANK CLEAN OF ANY DEBRIS FOR THE LENGHT OF THE PROJECT. ENGINEER SHALL BE NOTIFIED FOR FINAL INSPECTION OF THE SEDIMENT TANK AND DRAINAGE WELL PRIOR TO ACCEPTANCE. FOR SITE PLAN APPROVAL ONLY NOT TO BE USED FOR CONSTRUCTION SEDIMENT TANK AND DRAINAGE WELL NO 4 DETAILS Z O c m F m c a m - y ° J m a ,• VIII m— 6 m E ° m Q Z INTERMEDIATE BAFFLE WALL 24" DIAMETER�� DRAINAGE WELL PIPE G CASING Q ELL CHAMBER Il // —y�� — .00 4" ALL AROUND 4' ALL AROUND 12' FROM TRENCH DRAIN V PAVER CONTRACTOR A REMOVABLE BRICK MANHOLE COVERS TOP SLAB EL - 4.50 •5 BARS @ 12' VERT — 15'tHOPE (FROM ROOF) INV EL- 2.00 (NGVD]- 3' CONDENSED DRAIN INV EL- 2.00 .(NGVD)- 15' HDPE INTERCONNECT INV EL- 2.00 (NGVD) •7 BARS @ 6' HORI Z� 15' HOPE PRESSURE m RELEASE VENT BOLTED WATER TIGHT MANHOLE RING AND COVERS PER USF ii9 -BM -BWT 'BOLTED TO TOP SLAB ,— CENTER OF MANHOLE OPENINGS _ F ----- _ — _ _ _ _ I I I I I m i I I I I I I I I I I I I I I I m 1 8 -1' DIAM HOLES W/ I 314' ANCHOR BOLTS ] I (EACH RING) L----------------- - - ---I I I 4' -0, 7' -4, 4' -0, 15' -4' • 7 BARS @ 6' C.C. (BOTTOM] ° 4 BARS @ 12' C. C. ( TOP) TOP SLAB REINFORCING DETAIL N. T. S. 4 i o., a: o° m., uU ()U � ion m, m mm ¢¢ mm BOLTED WATER TIGHT MANHOLE RING AND COVERS IDE PER USF 119 -BM -BWT ER BOLTED TO TOP SLAB RIM EL- 5.00 [NGVD); PROPOSED PAVERS RIM EL- 5.50 (NGVD) ° 7 BARS @ 6" C. C. E. W. •7 BARS @ 6' C. C. E. W. 3' CL TOP SLAB EL 4.50 (NGVD) (TYP. 30° 30' m 5 BARS @ 12' VERT —, 2, l5' HDPE PRESSURE SE VNT 4 @ 12" C. c. EACHA WAY fi' C.C. INV EEL- 2.00 (NGVD) EACH WAY 15 HOPE (FROM ROOF) o INV EL- 2.00 (NGVD) 3' CONDENSED ORA:IN •5 @ 6' E. W. r INV EL- 2.00 (NGVD) / \ m 2' CL [TYP) 24' DIAMETER •7 BARS W /HOOKS I DRAINAGE WELL f STD] � TOP EL 2.00 (NGVD) @ 6 ' E. W. �4, BOTTOM EL- ( -) 3.00 (NGVD) HOPE PRESSUR E •7 BAR @ 6" HORIZ 1 • 4 @ 12' E. W. SS' B' 6' RELEASE VENT INV EL- 2.00 (NGVD) 15•_4• I I SECTION A -A R. T. S. .5 ADDITIONAL ADDTIONAL EINFORCNG BARS TYPICAL) TYPICAL OPENING REINFORCING DETAIL N. T. S. 15'X90 °PVC BEND (TYP)1 TOP OF VENT INV EL- 8.00 NGVD PROPOSED INSTALL SS INSECT SCREEN AT PIPE END 15' HOPE VENT (MIN 230 HOLES PER SQUARE INC H1 FINISHED GRADE ELEVATION VARIES :III -1 I I =1 I I I I I =1 I =1 11= NOTE: ' 15 FOR VENT LOCATION SEE PLAN ' SEDIHOPE MENT TAPIPE NK) [FROM r—PROPOSED PAVERS / RIM EL- 5.50 (NGVD) V—• 4 @ 12' C. C. E. W. INTERMEDIATE 2'CL "BAFFLE WALL ' • •7 BARS W /HOOKS STD) @ • 7 BARS @ 6' O 2' % 8' KEYWAY ALL AROUND o • i 1p m � ; I I �, I I I 2' -6° LAP _I \-15" HOPE FROM •4 @ 12' E. W. I INV ELL - 2.00 INGVD]W B• 6' _ B" B• 7'-10' I SECTION B -B N. T. S. NOTES: I. CLASS I CONCRETE:TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI. NO CLORIDES ARE PERMITTED IN CONCRETE. 2. STEEL TO BE NEW BARS IN ACCORDANCE WITH ASTM A -615, GRADE 60. 3. NO INFLUENT PIPES SHALL BEI CONNECTED TO WELL CHAMBER. 4. PROVIDE SHOP DRAWINGS OF SEDIMENT TANK FOR APPROVAL - BEFORE FABRICATION. THIS SHALL INCLUDE MANHOLE FRAME AND COVER. 5. PRECAST OPTION IS ACCEPTABLE. CONTRACTOR MUST SUBMIT SHOP DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER TO PROJECT MANAGER FOR APPROVAL BY ENGINEER. 6. SEDIMENT TANK SHALL BE DESIGNED TO WITHSTAND H -20 LOADING. 7. CONTRACTOR SHALL PROVIDE DOCUMENTATION FROM THE WELL DRILLER INSURING THAT THE DISPOSAL WELL ATTAINED A MINIMUM .DI I ARGE CAPACTY OF 300 GPM AT 1.50 FEET OF HEAD ( MINIMUM ] . IF THESE WELL DISCHARGE CAPACITIES ARE NOT OTBAINED, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY. 8. CONTRACTOR SHALL MAINTAIN SEDIMENT TANK CLEAN OF ANY DEBRIS FOR THE LENGHT OF THE PROJECT. ENGINEER SHALL BE NOTIFIED FOR FINAL INSPECTION OF THE SEDIMENT TANK AND DRAINAGE WELL PRIOR TO ACCEPTANCE. FOR SITE PLAN APPROVAL ONLY NOT TO BE USED FOR CONSTRUCTION SEDIMENT TANK AND DRAINAGE WELL NO 4 DETAILS Z O c m F m c a m - y ° J m a ,• VIII m— 6 m E ° m Q Z Q c .00 > _i _i LL m Q U U W .� as LLI w Co — mm z U) wW LLI J J J p �N Cn •0Z z } Oz Z � (n O LL .00 Cn'7 F- 0 0 O 0 I date revislon /Issue designed R. VARGAS drawn N. SERRATE checked L. SERRATE approved R. VARGAS pro) no 12014 -01 scale AS SHOWN date JULY 26, 2012 cad ref 12014 -20 RODOLFO J. VARGAS PE • 35646 . drawing C -10 OWNER: 400 SUNNY ISILES BEACH MARINA ENGINEERS: URB I S & KEY INTERNATIONAL LLLP CONDOM I I UMS V. S. N. ENG I NEERi NG, I NC. C CIVIL ENGINEERS 0550 W. FLAGLER STREET, SUITE 113 848 BR I CKELL AVENUE, SUITE 700 MIAMI, FLORIDA 33131 ( 305) I V MIAMI, FLORIDA 33144 TEL ( 3057 551 -6267 FAX ( 305] 551 4542 400 S I SLES B E A C H BLVD LIST OF DRAWINGS: C WATERUDETAILSSTPLANSYSTEN COVER SHEET STANDARD REQUIREMENTS WATER AND SEWER CONSTRUCTION -14 C -15 WATER PROFILES [PER GS 0.5) SHEET 1 OF 2 C I Ty O F 1` I I I� I I� I Y (� L E S B E A C H F L 0 R I DA NOTES STAl I ATWONSR- SEWER 1. 111 VARP.✓:S MD AND S YIR o vin wn AND>11U1 t a SIFt N,NNNt X11H TE to cE4 .5 A M �QI�I'AEE -1. 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IWLEWn APP�iD.BL STANDARD DETAIL GS W 01 NID Yi.0 rnarnaaoe : STANDARD REQUIREMENTS WATER AND SEWER 0.5 CONSTRUCTION sNlLi T a2 "AS- BUILTS° REQUIREMENTS (PER GS 0.5) SHEET 2 OF 2 1. AI nE'E MENAIN OF MY PARED NID SLY.LR te, 00 DDNVOI OR CE-1, mE EONo"EO R o. M -EMI PRO" MEN WVE CHN SA ED MD SUEM In A PDROI OCM5:P FRPoMSSONA SAImMOA AND _EA. (on. of PRIHIS. 4 kaAREO I'm te,"Do L 'AS -EuIr POm'A1: a. LPA PFWIS b. LWICAd01 VAP Sa1E c d. R EE I •X IS SFCN- Pw4-RW OLNf EfiaNAMThT NS. ; SIR. %o AS " L`R DF O TEE OLDER U DE EQ S ". mS"vo AID mM EA9N s IS IRE I'• AO HWBal N 101I -- s' m. SI'D SNmYN. 6 SEPARNE cuts ARD SEYPR PAON"` I. S Ru. HARPS YIN OA AT Pa.✓N,On RIl�tna van PE, 6 F. pD) oR u seraN V ISO, E MT, N61 PIPVAIQn AD[AENC iPaO.DIO a VAA k PoMIAY A, f01Ma TARS (G. em: TINE. PPm9AY Nf P/R. ETC). L Ill 7M`SEb Hf0.muNow iD BE F(yPnD fAa1 RAMS. MW:C OmY'AS -BJlr moAWPON RUIVEM) LY DASM55. 1 WATA 'u- DAT'VVR PPoLwL: A PUNS 5- PPE WE' I'm- I'D OIiSEI a UPI, pou-S (P NHL. -ON DP StFYC'S. AN,NS NID PIIMSf Al 1NE PANNE 10 FQLPQAMAR 10 n), M9 AI VPN M0 US P: sISOCES P M1, ON DA 5IL - DMECTIO 1 of PNL P MY.. a. III, S I NWr DosAFRROCN ME (A. MANUMAINSIA- FE WE I'D PIPE is PWI. 'AS -auuS- wn 11d.Va a. PIN, SNPAIN ✓NmmC IW .k POE SQL AND PPE WnAYE a PIPL D0UM11, It IAA' DPAEE SAN Oh1YL AND LVr Of UlERMS IAN REPERESVI 10 MM IS w PRIM SND�D,,O a." mYDV. WE, NORTAL 150 MW DO), I* SEINONNSIAR" AT VLN 0011. - EXAA-t/1: lWiNOIE. S SOME W'A YS -SORT' SAYE AS AM uAN A MSC SAS.AN1.ES P vu um P� U.0 r il'�RILEaAR.DLLLmNR(¢ Pgly. PAR O RENNI NL AND LOWRO -1 Nt PRO.EC1. ' I NRR S= WY DE PEmNMO. W! 1N51 of 1PPREPA0 of 1M aP a DWWJ:S. CROSS SPEC. I 1 E V AM P.V. 65Vi W1I I VV .$eL ST�I�LITI Rp OEtAIL G+S J AS- REQUIREMENTS 0•5 ska 2 a 2 9 WATER DISTRIBUTION SYSTEM N PROJECT LOCATION BLVD SUNNY ISLES -=I OCEAN BEACH] 5 N (OCEAN BEACH) BLVD SL O o._ O O O O O O S O O BELLA VISTA `" BAY _ O LOCATION MAP LEGAL DESCRIPTION: Lots 24, 25 and Tracts B. C and 0, of SECOND REVISED PLAT OF BELLA VISTA SUBDIVI according to the Plat thereof, as recorded In Plat Book 50, Page 76, of the Publ Mlaml -Dade County, Fl or, do. LESS the following descrltied parcel taken by condemnation proceedings.pursuant t recorded In Official R1cOrdS Book 12676, Page 803 and Order of Taking, recorded Book 12722. Page 1619.. ' That parcel of land lying In the Northwest of Section W. Township 52 South, R Ml aml -Dadd County. Florida. being a portion of Lots 24 and 25 and Tracts 'B'. 'C SECOND REVISED PLAT OF BELLA VISTA SUBDIVISION. accord In 'to the Plat thereof, a Plat Book 511. Page 76.' of 't he Publle Records Of Miami -Dade County., Florida. and particularly d.. a Ibed as foli'mws: Begin at the Northeast corner'Of said Tract '0'; thence run South 03 39'14" East 40.06 feet along the East boundary of 5114 Tract 'D" to a point on a circular cu North: having a radius of 1,409.50 feet and tangent to at said point South thence Westerly and Northwesterly along said circular curve through a central an an arc dl5taPC0 of 154.76 feet to a point of tangency; than" North B9 29'11" We 351.24 feet to a point of curvature Of a circular curve to the Northeast, having feet; thence Northwesterly, along Said circular curve .through a central angle of distance of 76.06 feet to a point an the Westerly DO undo ry of the afore..ntla nod North 13 13'15' East, a dlstance of 8.23 feet along the Westerly boundary of sal Northwest corner of said Lot 24 bling a point on a olrcul ar curve concave to the a radius of 303.79 feet and a tangent bearing at Said point South 10 2101' East Southeasterly, Easterly and Northeasterly along said circular curve through a ce 23 1B'13- for an arc distance of 123.56 feet to a point of tangency; thence Nort for a distance of 451.44 feet to the Point of Beginning. Last two 121 courses b Northerly boundary of Said Lots 24 and 25 and Tracts "8'. 'C" and 'D'. FOR SITE PLAN APPROVAL ONLY NOT TO BE USED FOR CONSTRUCTION NOOOLFO J. VARGAS PE • 35648 1. A HORIZONTAL DISTANCE OF AT LEAST 6 FEET, AND PREFERABLY GRAVITY ORUPRESSURE PIPES AND WATER P.IPEB�NTNENNININUNEEN HORIZONTAL SEPARATION CAN BE 'REDUCED TO 3 FEET FOR VACUUM - TYPE SEWERS OR FOR GRAVITY SEWERS WHERE THE TOP OF THE SEWER PIPE IS AT LEAST 6 INCHES BELOW THE BOTTOM OF THE WATER PIPE. WHEN THE ABOVE SPEC( FIE NO IZONTAL DISTANCE' CRITERIA CANNOT BE HET DUE TO AN EXISTING UNDERGROUND FACILITY CONFLICT, SMALLER SEPARATIONS ARE ALLOWED IF: a. THE SEWER PIPES ARE DESIGNED AND CONSTRUCTED EQUAL 70 THE WATER PIPE AND PRESSURE TESTED AT 150 PSI.. b. THE SEWER IS ENCASED IN A WATERTIGHT CARRIER PIPE OR CONCRETE. c BCTTBRROFFTHEEHATEflRPIPEAT LEAST 1B INCHES BELOW THE 2. A VERTICAL DISTANCE OF AT LEAST 12 INCHES (OUTSIDE TO OUTS IOEI SHALL BE MAINTAINED BETWEEN ANY HATER AND SEWER MAINS NI TH SEWER PIPES PREFERABLY CROSSING UNDER WATER MAINS. THE MINIMUM VERTICAL SEPARATION CAN BE REDUCED 6 INCHES FBI'VACUUM -TYPE SEWERS OR FOR GRAVITY SEWERS WHERE THE SEWER PIPE IS BELOW THE WATER MAIN. ' THE CROSSING SHALL BE ARRANGED SO THAT ALL WATER.MAIN JOINTS ARE AT LEAST 6 FEET FROM ALL JOINTS IN GRAVITY AND PRESSURE FOR VACUNHPTYPE' SEWERS. HENETHENABOVEESPECOIFIE03 VERTICAL DISTANCE CRITERIA CAN NOT BE MET DUE TO AN EXISTING UNDERGROUND FACILITY CONFLICT, SMALLER SEPARATIONS ARE ALLOWED (F: a. THE SEWER PIPES ARE DESIGNEO AND CONSTRUCTED EQUAL TO THE WATER PIPE AND PRESSURE TESTED AT 150 .PSI. b. THE SEWER IS ENCASED IN A WATERTIGHT CARRIER PIPE OR CONCRETE. 3' IN I L ITIESAREEEX ISTINGAANDWTHEESEPARATIONTREQURIREMENTS CANNOT BE MET, SPECIAL CONSIDERATION MAY BE GIVEN SUBJECT TO SUBMITTAL OF DOCUMENTATION SHOWING THAT THE PROPOSED ALTERNATIVE WILL RESULT IN AN EQUIVALENT LEVEL OF RELIABILITY AND PUBLIC HEALTH PROTECTION. 4. THE MAXIMUM ALLOWABLE EXFILTRATION RATE OF GRAVITY SANITARY SEWERS CONSTRUCTED IN A PUBLIC WELLFIELD PROTECTION AREA SHALL SE.FIFTY (50) GALLONS PER INCH PIPE DIAMETER PER MILE PER DAY FOR RESIDENTIAL LAND USE AND TWENTY (20) GALLONS PER INCH PIPE DIAMETER PER MILE PER DAY FOR NON-RESIDENTIAL LANO'USE. S. FORCE MAIN SEWERS CONSTRUCTED IN A PUBLIC WELLFIELD PROTECTION AREA SHALL BE EITHER DUCTILE IRON OR REINFORCED CONCRETE PRESSURE 'SEWER PIPE. FOR DUCTILE IRON PIPE E %FILTRATION RATE SHALL NOT BE GRATER YHAN THE ALLOWABLE LEAKAGE RATE SPECIFIED IN AMERICAN WATER WORKS ASSOCIATION STANDARD LAWWAS) COOO-82 AT A TEST PRESSUPE OF 100 PSI. FOR REINFORCED CONCRETE PRESSURE SANITARY SEWER FORCE MAIN EKF ILTRAT ION RATE SHALL NOT BE GREATER THAN ONE - HALF ,(1 /23 THE ALLOWABLE LEAKAGE RATE SPECIFIED IN ANNA C60O -B2 AT A TEST PRESSURE OF 100 PSI. S. THE CONTRACTOR SHALL VERIFY NATURE. DEPTH, CHARACTER OF EXISTING 'UNDERGROUND .UTILIT IES PRIOq TO START OF CONSTRUCTION., 7. ALL OTHER PUBLIC OR PRIVATE UTILITY FACILITIES SHALL BE CONS7AUCTEO AT LEAST 5 FEET FROM ANY WATER AND SEWER MAIN AS MEASURED FROM THE OUTSIDE BELL OF THE WATER OF THE UTILITY PIPE. 8. WHEN THE 5 FEET SEPARATION BETWEEN PROPOSED AND EXISTING LINE IS NOT POSSIBLE, THE CONTRACTOR SHALL HAND DIG OR EXPOSE THE WATER AND SEWER PIPES BEFORE PROCEEDING WITH POWER EQUIPMENT EXCAVATION. 9. IN NO CASE SHALL A CONTRACTOR INSTALL UTILITY PIPES. CONDUITS, CABLE. ETC. IN THE SAME TRENCH PARALLEL AND ABOVE AN EX STING WATER OR SEWER PIPES EXCEPT WHERE THEY CROSS. ANY DEVATION FROM NOTES 6, 7 AND B SHALL BE APPROVED IN NR I TING BY THE RESPONSIBLE WATER AND SEWER UTILIY. 10. A NON - RESETTABLE ELAPSE TIME METER SHALL BE INSTALLED AT EACH PUMP TO RECORD THE TOTAL OPERATING HOURS OF THE STATION. HRS NOTES: THE FOLLONINGP AARE REQUIREMENTS Department of Health WATER MAIN HORIZONTAL SEPARATIONS SEPARATIONS SHALL BE MEASURED OUTSIDE EDGE TO OUTSIDE EDGE BETWEEN HATER MAINS AND. STORM SEWERS, STORMHATER FORCE MAINS, OR RECLAIMED WATER LINES. SHALL BE 3 FEET'H INIMUN. BETWEEN HATER MAINS AND VACUUM TYPE SEWERS PREFERABLY 10 FEET AND AT LEAST 3 FEET MINIMUM. GRAVITY OR PRESSURE SANITARY SEWERS. WASTEWATEA FORCE MAINS OR RECLAIMED HATER PREFERABLY 10 FEET AND AT LEAST 6 FEET MAY BE REDUCED TO 3 FEET WHERE BOTTOM OF WATER MAIN IS AT LEAST 6 INCHES ABOVE TOP OF SEWER. 10 FEET TO ANY PART OF ON-SfTE SEWER TREATMENT OR DISPOSAL SYSTEM. WATER MAIN VERTICAL SEPARATIONS SEWERS 1TO BE PREFERABLY I2A INCHES ORAATTLEASTE6• INCHES ABOVE. OEAT LEAST012 INCHES IF BELOW. PRESSURE SL EA87Rt2SWER. WASTEWATERBOR STORM WATER FORCE MAIN, OR RECLAIMED • NOTE: CENTER 1 -FULL LENGHT OF WATER MAIN PIPE AT CROSSINGS: ALTERNATIVELY ARRANGE PIPES SO JOINTS APE AT LEAST 3 FEET FROM JOINTS IN VACUUM, STORM DR STORM FORCE MAINS. AT LEAST 6 FEET FROM JOINTS IN GRAVITY OR PRESSURE SEWERS, WASTEWATER FORCE MAINS OR RECLAIMED WATER. CERTIFICATE OF AUTH a 5529 dated: July 31, 2012 cad ref: 12014 -21 C - 1 1 III .t d , v Io-41EXI8T 4' GAS IN ENCASEMENT fp EXIST 1.G• GAS MAIN \p I I SUNNY ISLES OCEAN BEACH BLVD EXIST 8• DIP HH 1 BELLA VISTA BAY AEUKIMWIIITZ L'J rl U LI_I W f2 V l W C L.� W z Z U Q LEGEND: EXISTING PROPOSED 0 F °v F m HATER MAIN �- FIRE HYDRANT U '� N GATE VALVE SAN. SEWER / MANHOLE FLUSHING VALVE dt DIRECTION OF FLOW — k N N PRESSURE REDUCER I's tW- WATER METER PROJECT DESCRIPTION (NOT A PART of HD -NASD NOTES NOR APPROVALS) INSTALLATION OF 11 B• FIRE LINE WITH DOC INSTALLATION OF [1) 2' POOL S IRRIDATION NETER WITH RPB INSTALLATION OF 11] 2' OONESTIC NETER KITH RPB INSTALLATION OF 121 6. DOMESTIC METER WITH RPB LEGAL DESCRIPTION Lots 24, 25 and Tracts S. C and D. of SECOND REVISED PLAT OF BELLA, VISTA 61100111 a ccardl nil to the Plat thereof, as ....reed In Plat Bock 50, Page 76. of the Publ Hlael -Dade County, Florida. LESS the fallowing Pe9Crl bee parcel taken by contlednatlen proceedings DursuaM 1 .corded In Official PecOrds Book !2676. Page 803 and Order of Taking. recorded Book 12722, Page 1619. That parcel of land lying In the Nor thxest of Section 14. Township 52 South, 'P Hlanl -Dade County, Florida, being a portion Of Lots 24 and 25 and Tracts 'B', SECOND REVISED PLAT OF BELLA VISTA SUBDIVISION, co dl.... t.. Plat Ind.... a Plat Book 50. Page 76, of the Public Rec Ords of HlaRI -bade County, Florida, and P artl oularly described as follows: Begin at the Northeast earner o! said Tract •0'; thence run South 03 39'14' East 4D. 06 fast along th'e East boundary of said Tract '•D' to A Do lnt on a elrcular cu Nor.., having a radius of 1,409.50 feet and tangent bearing at said point Sa uth thane. Westerly and Northwesterly along said circular curve through a central an an arc Olstanc. of 154.76 feet to a point of tangency; thence North 09 29'11' Xe Set. 24 feet to a Dolnt o! ourlatu.0 .f a circular curve to the Northeast, having feet; thane. Nor thuoster l y, along sold elrcular c ve tM OU9h a central angle of tllet ance of 6. 06 feet to a point on the Westerlyuboundary of the of orenent laved North 13 13'15' East, a distance of 0.23 feet along the Westerly boundary of sal Northwest corner of said Lot 24 being a point on a the curve concave to the a radius of 303.79 feet and a tangent bearing at "Id Dol n. South 70 21'01' East Southeaster ly, Easterly and Northeasterly along ..10 elrcular curve ..rough a ee 23 10'13' for an a c distance of 123.56 feet to a poi At .f tanGoney; thence wort for a distance of 451.44 feet to the Point of Beglnning. Last two (2) courses b Northerly boundary Of sale Lots 24 and 25 and Tracts 'B'. 'C' and '0'. 111111111111/�'; KEY MAP NOT TO SCALE IFOR SITE PLAN APPROVAL ONLY NOT TO BE USED FOR CONSTRUCTION 20' 10' 0' 20' Scale: i" = 20' SITE UTILITIES PLAN Q m. W N In 0 F °v F m o H dt LL W ¢ N 6 ~ LL N C tW- Y V W U a WT s As C �lnD N onI_ on In in E W in 0 m III LLF in N ed Q z — Q f'17 Q .00 > J J LL _ m U Cf) = _ a .2 LLI :D ¢ a CO — 'm m U) z W W LLI :2E: J J J O mZ Z O Z Z Z U ul fn Z Z CD LL O O I O U O no date revlsion /Issu des I gned: R, VARGAS drawn N. SERRATE checked L. SERRATE approved R. VARGAS prof no 12014 -01 scale 1" - 30' date JULY 31, 2012 cad ref 12014 -22 ROOOLFO J. VARGAS PE • 35640 drawing C -12 r\ i U LLJ W'''T— (_L V J W Cl) LLJ v J U E— Q i SUNNY' I SLES nrPAni N 0 N CoNNECT.TO EXISTING 12 DIP NH WITH 12'X6' TAPPING SLEEVE AND 6' TAPPING VALVE CONNECT TO EXISTING 12' DIP WH WITH T21 12'%6' TAPPING SLEEVE AND S' TAPPING YALVE 'PROP S' DIP NN PROP 6.OIP WM PROP 6• DIP WK PROP 6' %6' TEE AND 6' GV 364 1 PgOP05E0 PROPOSED CI CONCRETE SLAB NORTH MIANI UTILITY US BELLA VISTA BAY 20' SO' 0' 20' Scale: V - 20' SITE UTILITIES PLAN Z O < c n � I �R7I�Lr►�FM�1i��� .� oa r — Q ' O In , U O Ol AID LL _ � LL O O {gyp N 1 BELLA VISTA BAY 20' SO' 0' 20' Scale: V - 20' SITE UTILITIES PLAN designed.R. VARGAS drawn N. SERRATE checked L. SERRATE approved R. VARGAS pro) no 12014 -01 scale 1' - 30' date JULY 31, 2012 cad ref 12014 723 R000LF0 J. VARGAS' PE • 35648 drawing C -13 Z O < c n � m ¢ rD oa r — Q ' O In , U O Ol AID LL _ � LL O O {gyp N ¢�E I.01 1 r O m Q z ¢ o Q Cr 00 > J J LL _ m Q U U W :D .a a ��y-A ED LLI LL1 Co ; Co z V J LL.i ui W .M: —J —J -J .O - - U) �Z z CD } z z ; Z 0 LL 00. v U O L) O no date revision /Issue designed.R. VARGAS drawn N. SERRATE checked L. SERRATE approved R. VARGAS pro) no 12014 -01 scale 1' - 30' date JULY 31, 2012 cad ref 12014 723 R000LF0 J. VARGAS' PE • 35648 drawing C -13 REVISIONS / SUBMISSIONS 0523 z La z � :D z w :3 (j) LLJ in O O ui z 9 1 WZ Z A&H 0- X—a. a IS LL DRAWN BY. CHECKED BY.- DATE: L1 ,12-52 4 t J A: RS TO BE USED Y ISLES MASTER PLAN. EACH BLVD. Marina I WEST EAST I SECTOR I SECTORI 1 _ .7 J L I_ I , --T —F �I — =1 =� NA F 134' -0' L1_ —I— II BY ERS 1 I I a I I I I Lu I I I I z I I I I a I I A WRITTEN TREE REMOVAL PERMIT IS REQUIRED FROM MIAMI -DADE COUNTY RER PRIOR TO REMOVAL OF ANY TREES AND PALMS FROM THIS SITE. SEE TREE DISPOSITION PLAN FOR EXISTING TREE STATUS AND DISPOSITION. SEE WEST SECTOR SHEET L -I FOR LANDSCAPE CONTINUATION, PLANTLIST, DETAILS, SPECIFICATIONS, NOTES, ETC. SEE L -3 AND L -4 FOR TENNIS COURT LEVEL LANDSCAPE PLANS north SEE L -5 FOR DETAILS, SPECIFICATIONS, NOTES, (0 ETC. 50, EAST SECTOR SCALE: = 20 GROUND LEVEL LANDSCAPE PLAN REVISIONS ! SUBMISSIONS i& i:%ee_.raxa_ . 0523 Z to m N LL �w Z N =Z� Q N � to W o I m � N'. 0 xf aJ JAYES,F. BOCASH RLA r 000ID2 w JFS Design Inc. GROUND LEVEL PLANTLIST LANDSCAPE ARCHRECTURE a LC 000383 BOTANICAL NAME www.JhaealSMl.com r�x'loHl a.x -exxe llmmy®Ihdeal6nReom A WRITTEN TREE REMOVAL PERMIT IS REQUIRED FROM MIAMI -DADE COUNTY RER PRIOR TO REMOVAL OF ANY TREES AND PALMS FROM THIS SITE. SEE TREE DISPOSITION PLAN FOR EXISTING TREE STATUS AND DISPOSITION. SEE WEST SECTOR SHEET L -I FOR LANDSCAPE CONTINUATION, PLANTLIST, DETAILS, SPECIFICATIONS, NOTES, ETC. SEE L -3 AND L -4 FOR TENNIS COURT LEVEL LANDSCAPE PLANS north SEE L -5 FOR DETAILS, SPECIFICATIONS, NOTES, (0 ETC. 50, EAST SECTOR SCALE: = 20 GROUND LEVEL LANDSCAPE PLAN REVISIONS ! SUBMISSIONS i& i:%ee_.raxa_ . 0523 Z to m N LL �w Z N =Z� Q N � to W o I m � N'. 0 xf aJ JAYES,F. BOCASH RLA r 000ID2 w GROUND LEVEL PLANTLIST GYM, NATIVE a NAME BOTANICAL NAME SPECIFICATION O K LIJa Q n �li ll. 2 TREES TL 2 TREE L'IGUSTRUM Llguetrum Japonlcum FG., W x 8' NII crown PALMS CAR 15 CARP €NTERIA PALMS Carpenterla awnlnata 16' -IB' oA, double, NII head THR YES 24 KEY THATCH PALMS Leucothrinax morrleell FG., W o6, NII Mad PMD 14 'MEOJOOL DATE' PALMS PMenlx daet3lifera 'Medjool' 12' et., NII Mad, Specimen RE YES 4 ROYAL PALMS Royetonea elata 6' GW, 25' OA. NII head SHRUBS CC1 YES 118 JAMAICA CAPER Capparle cS- phall.phora 1 gal, 30'x 24',24- — NII CI1 YES 185 COCOPLUM CNy 12alanue Ivaco 1 GAL, 30' x 24' NII, 24' o<. HPD YES 30 DWARF FIREBUSH Hamella nodo66 3 gal, 18' x IB', 18' oe. MON 25 MONSTERA DELICIOSA Monetera dallcloea 3 gal., IB' x IB', 24' oo, NII P01 35 POOOCARPUS HEDGE Podocarpue epp. 1 gal, 30'x 24, NII heavy ACCENTS AND GROUNDCOVERS CRP 1 'QUEEN EMMA' CRINUM Crinum auguetum 'Queen Emma' 25 gal, V -4', NII BLU 310 BLUEBERRY FLAX LILY Dlanella taemanica 3 gal., 12' x Is', IS* 0., NII BUR 265 PHILODENDRON 'ROJO CONGO' F'hllodendron app. 3 gal, 18' x 18' 18' oe, NII RNA 3 LADY PALMS Rhaple __I.e 5'oa, PTG, cut acclimated R52 I5o COMPACTA KATIE- FUFPLE Ru Illa brlttonlana 'C. Katle' 1 0.1, 12'x 12' NII, 14' oc. SOD FLO 3000 OF. 'FLORATAM' ST. AUGUSTINE SLenotaphrum —datum SOLID SOD, price per e.r. TOPSOIL: SO cg, TOPSOIL,SAND MIX 50:50 TOPSOIL:SAND MIX, SPREAD IN PLACE MULCHING: 40 C.Y.• /- 'DECO BARK' MULCH V DEPTH, SPREAD IN PLACE, ATLAS FEAT AND SOIL ` PROVIDE SAMPLE FOR APPROVAL PRIOR TO INSTALLATION - -- TOPSOIL, SOD AND MULCH QUANTITIES SHOWN ARE APPROXIMATE, CONTRACTOR TO PROVIDE A UNIT PRICE PER UNIT AND WILL BE PAID ON THAT UNIT PRICE BASIS UPON FINAL INSPECTION AND APPROVAL. A WRITTEN TREE REMOVAL PERMIT IS REQUIRED FROM MIAMI -DADE COUNTY RER PRIOR TO REMOVAL OF ANY TREES AND PALMS FROM THIS SITE. SEE TREE DISPOSITION PLAN FOR EXISTING TREE STATUS AND DISPOSITION. SEE WEST SECTOR SHEET L -I FOR LANDSCAPE CONTINUATION, PLANTLIST, DETAILS, SPECIFICATIONS, NOTES, ETC. SEE L -3 AND L -4 FOR TENNIS COURT LEVEL LANDSCAPE PLANS north SEE L -5 FOR DETAILS, SPECIFICATIONS, NOTES, (0 ETC. 50, EAST SECTOR SCALE: = 20 GROUND LEVEL LANDSCAPE PLAN REVISIONS ! SUBMISSIONS i& i:%ee_.raxa_ . 0523 Z to m N LL �w Z N =Z� Q N � to W o I m � N'. 0 xf aJ JAYES,F. BOCASH RLA r 000ID2 w 2 V Wz z 8m1 g n d z m �29 Al � O K LIJa Q n �li ll. 2 DRAWN BY: CHECKED SY: DATE: L2 12 -52 b { T v v� F 1 L... .... ..9.I pG� v �� �F GG� IIIIIe i: Im 1142110 :i s ►1 CA 1.1 0 uSI N _ 11 IIIEii1�!►IR11111 ° 4 _ llilllllllal�ll _ I I F �.�A ['I I_'' .: = =°i• =i WIN =s —Aid I; �2�i• III: __ _ I® Bella Vista Bay .- 'T'— L'IL'llShc rr I, 1. ♦ �:� I �Iht � I1�¢UIIIIhU ►�— �I �. LOB „° °!ter •eP ■r " ° °., UNIT 07 UNIT 08 UNIT 08 UNIT07 iiiii ::-' D Ila JFS Design Inc. LANDSCAPE ARCHITECTURE LC 000393 — Jlsde.IgnR.com 1. 1-1= JimmyQfsdesignR.com PR RRTYUNE suv m %11d' - WEST I ECTORI SECTOR A WRITTEN TREE REMOVAL PERIIT IS REQUIRED FROM MIAMI -DADE COUNTY RER PRIOR TO REMOVAL OF ANY TREES AND PALMS FROM THIS SITE. SEE TREE DISPOSITION PLAN FOR EXISTING TREE STATUS AND DISPOSITION. SEE EAST SECTOR TENNIS COURT LEVEL, SHEET L -4 FOR LANDSCAPE CONTINUATION, PLANTLIST, DETAILSAPECIFICATIONS, NOTES, ETC. SEE L -I AND L -2 FOR GROUND LEVEL LANDSCAPE PLANS north SEE L -5 FOR DETAILS, SPECIFICATIONS, NOTES, ETC, 50' WEST SECTOR SCALE: I' . Zm' TENNIS COURT LEVEL LANDSCAPE PLAN REVISIONS / SUBMISSIONS Q.:µ�...,,••o p 0523 Z �R uj N LL -1 r w 2 zZ U Nz a Tn w m " W Z Z s° O— FOZ UKa Q .,.N�oLL Y DRAWN BY: CHECKED BY: DATE: L -3 11 -57 t x1111 �— \r111111I1 = 11111111110 \..•.. 'Ja141ar11 1111\ � \ \1111 BOTANICAL NAME SPECIFICATION A _ �. A ,.. �'•. -. TREES ' I. ' ;.11.0.0 CR YES 12 r Clusla rosea 8' x 51, FTG, 2 '"1. 410 Illlllllllll�l��lllllllllnl SILVER BUTTONWOOD C --rpus erac. '$erieeus' IF'01 6p • =r II •r 2 TREE LICUSTRUM \I - W•7 � �IIII�IIIIIIIII��iiu���I�II�II�I�III�III�I��lll����lll1� III Iln III IIII I �IIIIIIIIIII ���iil G� - Amin NUNN 011 _.. Ie' oe, TRIPLE, NII bad BIS 1 13I8MAW, PALMS 'ikiiii 4' x 41, NII Mad, spsClm VM2 73 MONTGOMERY PALMS Veitchie momgomeryana FG. 41' oa, DBL TK,NII Mad a:l_ _ =111111 \1111 I _- rrnul I MWA- - CCT YES 191 JAMAICA CAPER Cepparls cyrophallophora T gal, 30' x 24, 74' — full HPD YES o1.... r... 17i. a0rnn011 -- 0uo11iiii'_'� eeeo11ua_ •wuu11n nR. nrmr11 .1111 II 111111 ll we11 liuio�: -_ ••_� i - . -, .,- ..� ..� ... .•r - ..._�eo0..___ PHILODENDRCN Philod rdron blpkm. sell— 3 gal, 24'x 24', 24'—, NII POT 309 PODOCARPUS HEDGE Podomrpus spp. T gal, 30' x 24', NII Mavy I Bella Vista Bay JFS Design Inc. LANDSCAPE ARCHITECTURE LC 000393 _jfsdeslgnn.wm Luc 1 1 Iimmy@Jfsdeslgnf1 -m A WRITTEN TREE REMOVAL PEWIT IS REQUIRED FROM MIAMI -DADE COUNTY RER PRIOR TO REMOVAL OF ANY TREES AND PALMS FROM THIS SITE. SEE TREE DISPOSITION PLAN FOR EXISTING TREE STATUS AND DISPOSITION. SEE WEST SECTOR TENNIS COURT LEVEL, SHEET L -5 FOR LANDSCAPE CONTINUATION, PLANTLIST, DETAILSAPECIFICATIONS, NOTES, ETC. SEE L -1 AND L -2 FOR GROUND LEVEL LANDSCAPE PLANS north SEE L -5 FOR DETAILS, SPECIFICATIONS, NOTES, (4 ETC. 0' 10' 501 EAST SECTOR TENNIS COURT LEVEL SCALE: I' = 20' LANDSCAPE PLAN REVISIONS / SUBMISSIONS 0 ' U 0523 Qo z N ro I1� UU LL UU Lo J Y p7 Z Z U N; U) W °ov m WZ 9 ° Z ° gmm Q ~pz ° � 0 n DRAWN BY: CHECKED BY: DATE: L -4 12 -52 TENNIS COURT LEVEL PLANTLIST SYM. NATIVE • NAME BOTANICAL NAME SPECIFICATION TREES CR YES 12 PITCH APPLE Clusla rosea 8' x 51, FTG, 2 '"1. CET YES IS SILVER BUTTONWOOD C --rpus erac. '$erieeus' 10'x 8', STANDARD TL 2 TREE LICUSTRUM Llgustr- Japonl -e FG, e' x V NII — MIF YES 16 SIMPSON'S STOPPER Myrcfanthm fragram 10' x S', W. 5 tks. • oe. M. PALMS ARC 19 KING ALEXANDER PALMS Arahmtoft —lx alexandrae Ie' oe, TRIPLE, NII bad BIS 1 13I8MAW, PALMS 131 m rkla nobllls 'Silver' 4' x 41, NII Mad, spsClm VM2 73 MONTGOMERY PALMS Veitchie momgomeryana FG. 41' oa, DBL TK,NII Mad SHRUBS CCT YES 191 JAMAICA CAPER Cepparls cyrophallophora T gal, 30' x 24, 74' — full HPD YES 40 DWARF FIREBUSH I•Iamella nodose 3 gal, IS-. 18', 18' — MON 90 MONSTERA DELICIOSA Moratere dellelosa 3 gal, IW x 113', 24' oe, NII PHI 180 PHILODENDRCN Philod rdron blpkm. sell— 3 gal, 24'x 24', 24'—, NII POT 309 PODOCARPUS HEDGE Podomrpus spp. T gal, 30' x 24', NII Mavy ACCENTS AND GROUNDCOVERS MAR 120 AECHNEA'LITTLE MARV Aed.nea spp. 10', c -tak —, SULLIS C 4A 2 EUROPEAN FAN PALM Cheeerops hanllls 5 gal, 4' oa, NII 51.11 240 BLUEBERRY FLAX LILY Dlanella taseanlca 3 gal, 12' x IS', B' oo, NII PdI 680 'GREEN ISLAND' FICUS Flcus Wu Island' 3 gal, le' x IS% IB' oq NII SVL 30 SANSEVIERIA'LAUREMII' Sawavlarla trlrasclata 3 gal, 18'x 12', 18' on NII TOPSOIL: 50 cy, TOPSOIL,SAND MIX 50.50 TCfWIL,SAND MIX, SPIREAD N PLACE MULCHING: 25 C.Y.. /- 'DECO BARK' MULCH 3' DEPTH, SPREAD N PLACE, ATLAS PEAT AND SOIL PROVIDE $AMPLE FOR APPROVAL PRIOR TO rsisTALLATION ... TOPSOIL, SOD AND MULCH QUANTITIES SHOUN ARE APPROXIMATE, CONTRACTOR TO PROVIDE A UNIT PRICE PER UNIT AND WILL BE PAID ON THAT UNIT PRICE BASIS UPON FINAL INSPECTION AND APPROVAL A WRITTEN TREE REMOVAL PEWIT IS REQUIRED FROM MIAMI -DADE COUNTY RER PRIOR TO REMOVAL OF ANY TREES AND PALMS FROM THIS SITE. SEE TREE DISPOSITION PLAN FOR EXISTING TREE STATUS AND DISPOSITION. SEE WEST SECTOR TENNIS COURT LEVEL, SHEET L -5 FOR LANDSCAPE CONTINUATION, PLANTLIST, DETAILSAPECIFICATIONS, NOTES, ETC. SEE L -1 AND L -2 FOR GROUND LEVEL LANDSCAPE PLANS north SEE L -5 FOR DETAILS, SPECIFICATIONS, NOTES, (4 ETC. 0' 10' 501 EAST SECTOR TENNIS COURT LEVEL SCALE: I' = 20' LANDSCAPE PLAN REVISIONS / SUBMISSIONS 0 ' U 0523 Qo z N ro I1� UU LL UU Lo J Y p7 Z Z U N; U) W °ov m WZ 9 ° Z ° gmm Q ~pz ° � 0 n DRAWN BY: CHECKED BY: DATE: L -4 12 -52 4 _ _ - ­ I REVISIONS /SUBMISSIONS FERTILIZATION: ONE COMPLETE APPLICATION OF GRANULAR FERTILIZER SHALL BE APPLIED PRIOR TO FINAL ACCEPTANCE AND APPROVAL BY THE LANDSCAPE ARCHITECT. AN ADDITIONAL FERTILIZATION PROGRAM SHALL BE SUBMITTED TO THE PROJECT MANAGER FOR AN ANNUAL FERTILIZATION APPLICATION PROGRAM FERTILIZERS SWILL BE PER ATLANTIC -AFEC FERTILIZER N CHEMICAL (AFEC) OR AN APPROVED EQUAL CONTRACTOR SWILL SUBMIT FERTILIZATION AS A SEPARATE ITEM N THE BID. FERTILIZATION SHALL BE AS FOLLOWS+ TREES+ 12-06 -06 (AFEC G 5331) RATE, 15 LOS J INCH OF DA. • DOM PALMS 2-04 -12 (AFEC G 12 W) RATE, 19 LB9J NCH OF DIAL • OBH SHRUBS AND GROUNDCOVERS (12.06 -0$ AFRO 5231) RATE, LS OZ1 FT. OF HEGNT EDGE OF PAVEMENT «°10 «° 65 DEC, 135 Y Y 75' 79` REQUIREMENTS APPLY TO FIRE HYDRANTS, SIAMESE CONNECTIONS AND ANY OTHER FIRE EQUIPMENT FOR UTILIZING FIRE HOSE, ON PUBLIC OR PRIVATE PROPERTY. BY THE AUTHORITY OF THE FLORIDA BUILDING, CODE. THE CLEAR ZONE SHALL BE FREE OF LANDSCAPE (EXCEPT SOD), MAILBOXES, PARKING, LAMP -POSTS AND ALL OTHER OBJECTS, EXCEPTIONS, OTHER FIRE FIGHTING EQUIPMENT OR TRAFFIC POSTS TO PREVENT FIRE FIGHTING EQUIPMENT. FIRE HYDRANT CLEAR ZONE DETAIL RTS. PLANT ALL SHRUBS 3' MIN FROM BUILDINGS 3' MR PIROM BUILDING NOTE. ALL SHRJBS TO BE MAINTAINED TO PROVIDE A 2' CLEARANCE FROM oll BUILDING ALL BUILDINGS, ETC. TYPICAL. lwm[l SHRUB PLANTING ADJACENT TO BUILDINGS DETAIL N.T.S. PLANT HEDGE -TYPE MATERIAL AROUND ALL GROUND - MOUNTED EQUIPMENT - TYPICAL FOR ALL FPL TRANSFORMER BOXES OR PADS, TELEPHONE AND CABLE BOXES, SANITARY LFT STATIONS, IRRIGATION PUMPS OR ANY OTHER ABOVE -GROUND UTILITY EQUIPMENT. CLEARANCES FOR ANY AND ALL UNDERGROUND UTILITIES MUST BE COORDINATED WITH THE LOCAL GOVERNING AGENCY AND /OR TIE INDIVIDUAL UTILITIES MID /OR UNC,LE. - TEL I (900) 432.4110 PLANT MATERIAL TO BE COCOPLUI OR OTHERWISE SPECIFIED ON ON THE PLANS- 3 GA 24'X 24',2' OZ. OR LARGER PER THE LOCAL REQUIREMENTS. QUANTITY TO BE PER THE SIZE OF THE UTILITY. PROVIDE UNIT PRICE AND BILL PER QUANTITY INSTALLED. 3' MIN APPROVED RECYLED MULCH FOR ALL PLANTING AREAS. PROVIDE OPENING FOR ACCESS ON ONE SIDE ONLY- OR AS REQUIRED BY THE UTILITY, TYPICAL PLANTING SCREEN FOR GROUND - MOUNTED EQUIPMENT TUTS. LAMP LIGHTP09T /- 5' MIN. RADIUS 15' RADIUS MINIMUM B' CLEARANCE OF ALL TREES FROM ALL LIGHT FIXTURES. CLEARANCE TO BE FROM THE LIGHT FIXTURE OR LAMP, NOT THE LIGHT POST. \ / CONTRACTOR TO ADJUST ANY AND ALL TREES IN THE FIELD TO PROVIDE FOR MN. B' CLEARANCE FOR ANY SITUATIONS NOT PER PLAN. MINIMUM CLEARANCE FOR ALL SMALL TREES AND PALMS IS 15 PEET. PER FPL GUIDELINES SEE FPL'S 'PLANT THE RIGHT TREE IN THE RIGHT PLACE' FOR TREE AND PALM SIZES AND LIST. MINIMUM TREE CLEARANCE FROM LIGHT FIXTURES N.T.S. GRODACOVERS TO BE STAGGERED AS SHOWN p - SPACING BETWEEN ROWS TO BE AT A 60 ' O BDVEHIG EE ANGLE OF THE Or- DISTANCE AS OA C.. . MULCH - SEE SPECS. FOR DEPTH, TYPE, ETC, 19 MULCH SHALL BE LEVEL WITH ALL EDGE$ OF l all" PAVEMENT TYPICAL yy G PLANTING SOIL MIX - SEE NOTES FOR TYPE, DEPTH, ETC, GROUNDCOVER PLANTING DETAIL TUTS. SHINS SPACING AS PER SPECS. PLANT MATERIAL SHALL NOT BE PRUED PRIOR 70 INSTALLATION, AFTER PLANTS HAVE BEEN INSTALLED, EACH PLANT SHALL BE PRUNED FOR UNIFORMITY OR AT THE DIRECTION OF THE PROJECT LANDSCAPE ARCHITECT. MULCH - SEE SPECS. FOR DEPTH, TYPE, ETC, MULCH SHALL BE LEVEL WITH ALL EDGES OF PAVEMENT TYPICAL 2' MIN SAUCER COLLAR FOR WATER RETENTION LEAVE MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING, OR COMPACT THOROUGHLY UNDER SHRUB AS NEEDED. _ PLANTING SOIL MIX - SEE LANDSCAPE NOTES, FOR MIX, PEPTR ETC, SHRUB PLANTING DETAIL N.T.S. BACKFLOW PREVENTER CONCRETE SLAB PROPOSED WEDGE GOCOFM.UM. ADD SHRUBS AS NEEDED F NOT SHOWN ON PLAN. 3 GAL, 24' X 24, 2'01C BACOLOW PREVENTER PROPOSED HEDGE 'DOMESTIC BACKFLOW °VENTER AND FIRE SERVICE ARE NG TO BE USED TOGETHER THE IDSCAPE SHALL BE PROVIDED SCREEN BOTH DEVICES. ANDSCAPING 19 REQUIRED AS t CHAPTER 32, SECTION 32 -51(d) THE MIAMI -DADE COUNTY CODE. TYPICAL PLANTING SCREEN FOR ABOVE - GROUND UTILITIES TUTS. co l 0 SINGLE LEADER NO CO- DOMINANT LEADERS, NO INCLUDED BARK 'BLACK WELLINGTON' TAPE OR APPROVED EQUAL, GUYS, 3/ TREE, SPACED EQUALLY AND LOCATED ABOVE THE FIRST LATERAL BRANCHES FLAGGING RIBBON ON ALL GUY WIRES REMOVE BURLAP FROM THE TOP K CF THE R007BALL 3' RECYCLED MULCH OR APPROVED EQUAL, PULL MULCH 2' BACK PROM TRUK, FORM SAUCER 4• -b' ALL AROUND PLANTING HOLE PLANT TOP OF ROOTBALL EVEN WITH FINISHED GRADE PLANTING PIT TO BE TWICE THE DIAMETER CF THE ROOTBALL PROTECT STAKED END OF WELLINGTON TAPE W/ A D' LONG SECTION OF PVC PIPE (TYPJ IRON REBAR (4) OR WOODEN STAKES (TYPJ BURIED BELOW GROUND LEVEL Vjjjr::: BAOKFILL AROUND THE ROOTBALL WITH 50,50 ILL AROUND T MIX PLACE ROOTBALL AT THE BOTTOM OF THE UNDISTURBED BUBGRADE. TREE PLANTING DETAIL N.T.S. 3 - 2' x 4' WOOD BATTENS SECURED 70 PALM W/ STEEL BANDING -DO NOT NAIL INTO PALM TOE NAIL 2'X 4' BRACE TO BATTENS. MINIMUM 5 LAYERS OF BURLAP 2'. 4' WOOD BRACES -MIN 3 PER PALM SPACED EQUALLY AROUND PALM 3' RECYCLED MULCH OR APPROVED EQUAL, FULL MULCH 2' BACK FROM TR hK PORN SAUCER 4' -6' ALL AROUND PLANTING HOLE PLANT TOP OF ROOTBALL EVEN WITH FINISHED GRADE REMOVE BURLAP PROM TOP A OF THE ROOTBALL. PLANTING PIT TO BE TWICE THE DIAMETER OF THE ROOTBA .. 2' X 4' BRACE BURIED AND TIED W/ 4 REBAR BACKFILL AROUND THE ROOTBALL WITH 50,50 TOFSOIL.SAND MIX PLACE ROOTBALL AT THE BOTTOM OF THE UNDISTURBED $UBGRADE. PALM PLANTING DETAIL N.T.S. LANDSCAPE NOTES L ALL PLANT MATERIAL SHALL BE FLORIDA W. I GRADE OR BETTER 2. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH 714E LOCATION OF AND AVOID AND PROTECT UTILITY LINES, BURIED CABLES, AND OTHER UTILITIES. 3. TREE, PALM, ACCENT AND BED LINES ARE TO BE LOCATED N THE FIELD AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 4. ALL PLANTRY SOIL SHALL BE 50,50 TOPSOIL,SAND MIX, FREE OF CLAY, STONES, ROCKS, OR OTHER FOREIGN MATTER THIS SPECIFICATION INCLUDES ALL BACIffILL FOR ISER-B AND OTHER LANDSCAPE AREAS. SODDED -LAWN AREAS 2' DEPTH PLANTING SOIL SPREAD N PLACE- 7HROUGHIOUT. GROUNDCOVER PLANTING BEDS, W DEPTH MANTNG SOIL SPREAD N PLACE- THROUGHOUT. SHRUB AND HEDGE PLANTING AREAS, D' DEPTH PLANTING SOIL SPREAD N PLACE- THROUGHOUT. TREES, PALMS, SPECIMEN PLANT MATERIAL, 24' DEPTH PLAITING SOIL SPREAD N PLACE OR TO THE DEPTH OF THE ROOTBALL OR CONTAINER UNICHEVER 19 GREATEST. LANDSCAPE ISLANDS AND BUILDING FOUNDATION°., EXCAVATE AND REMOVE ALL LI EROCK ROCKS, DEBRIS. ETC. TO A DEPTH OF R' AND BAC 711.L W/ 50.50 TOPSOIL. -SAND MIX BUILDING FCWDATILNS SHALL BE THE SAFE DEPTH TO A WIDTH OF 36' FROM THE BUILDING BASE S. THE SITE CONTRACTOR SHALL BE RESPONSIBLE TO BRING ALL GRADES TO WITHIN 2' OF FINAL GRADER. THIS SHALL INCLUDE A 2' APPLICATION OF 50,50 TOPSOIL,SAND MIX FOR ALL LANDSCAPE AND AREAS TO BE SODDED. b. THE LANDSCAPE CONTRACTOR SHALL CALCULATE AND SUBMIT AN ITEMIZED PRICE FOR THE 2' APPLICATION OF 50.50 MIX FOR ALL SOD AREAS AS A REFERENCE N THE CASE THAT THERE WOULD BE A DISCREPANCY BETWEEN SITE AND LANDSCAPE CONTRACTORS AND NOTIFY THE SITE CONTRACTOR OR PROJECT SUPERINTENDENT AS TO THIS DISCREPANCY. IT WILL THEN BE DETERMMED WHICH PARTY WILL PROVIDE THIS 2' TOPSOIL.SAND APPLICATION AND SUBSEQUENT PAYMENT. OTHER PLANTING SOIL MIXES TO BE ADDED, I.E. FOR TREES, PALMS, SPECIMEN PLANTS, SHRUBS AND GROUND(A' VERS SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR AND BE INCLUSIVE WITH THE LANDSCAPE BID. 1. CONTRACTOR SHALL COORDINATE WITH THE IRRIGATION CONTRACTOR AND LEAVE PROVISIONS FOR ALL, INCLUDING UNDERGROUND UTILITY LINE LOCATIONS DIAL $11 NO CUTS' AS REQUIRED BY LAW. S. ALL PLANTING BEDS SHALL BE MULCHED TO A DEPTH O V WITH AN APPROVED RECYCLED MULCH BY THE PRESIDING GOVEIRN W, AGENCY. NO HEAVY METALS. I.E. ARSENIC, LEAD, ETC, ARE TO BE CONTAINED N THE MULCH AND THE CONTRACTOR SHALL PROVIDE CERTIFICATION OR PROOF THAT ALL MUCH IS FREE OF HEAVY METALS OR SIMILAR ENVIRONMENTAL CONTAMINANTS S. SOD SMALL BE ARGENTINE 'BAHIA* OR ST. A G STINE FLORATAM' AS SHOW ON THE PLANS, STRONGLY ROOTED, FREE FROM WEED, RNGUS, NSECTS AND DISEASE CONTRACTOR SHALL SOD ALL AREAS AS INDICATED ON THE PLAN OR AS DIRECTED. PAYMENT SHALL BE DETERMINED BY THE TOTAL MEASURED SODDED AREAS X 7HE UNIT PRICE SUBMITTED AND FIELD VERIFIED. 10. SOD SHALL BE INSTALLED N ACCORDANCE WITH THE OMCFICA71ONS AS DEFIED BY FOOT, SOD SHALL CARRY A 5 -MONTH WARRANTY. IL ALL TREES, PALMS, SHRUBS AND GROUNDGOVERS SHALL CARRY A ONE -YEAR WARRANTY FROM THE DATE OF FINAL ACCEPTANCE. 12. ALL TREES AND PALMS SHALL BE STAKED PER ACCEPTED STANDARDS BY THE FLORIDA NURSERYMEN 4 GROWERS LANDSCAPE ASSOCIATION (FNGLA) THERE SHALL BE ONE FINAL INSPECTION FOR APPROVAL BY THE PRESIDING GOVERNING AGENCY. CONTRACTOR SHALL INSURE THAT THE PLANS, DETAILS, SPECIFICATIONS AND NOTES HAVE BEEN ADHERED TO AND THAT THE LANDSCAPE AND IRRIGATION INSTALLATION IS COMPLIANT TO ALL ITEMS AS DIRECTED ON THE PLANS PRIOR TO SCHEDULING OF THE FINAL INSPECTION. U. 714E PLANT LIST 19 INTENDED ONLY AS AN AID TO BIDDIY.G. ANY DISCREPANCIES FOUND BETWEEN THE QUANTITIES ON THE FLAN AND PLANT LIST, THE QUANTITIES ON THE PLAN SHALL BE HELD VALID. 14. IRRIGATION $HALL PROVIDE FOR A 12M% COVERAGE WITH A 100% OVERLAP, AUTOMATIC SYSTEM W/ RAN MOISTURE SENSOR ATTACHED TO CONTROLLER ALL FLORIDA BUILDING CODE APPENDIX F' IRRIGATION REQUIREMENTS $HALL BE STRICTLY ADHERED TO FOR NSTALLAT04 AND PREVAILING WATER MANAGEMENT DISTRICT RESTRICTIONS AND REGULATIONS SHALL BE N COMPLIANCE FOR POST - INSTALLATION UIIATERPYG -SCHEDULE$. B. EXISTING IRRIGATION SYSTEM (F APPLICABLE) SHALL BE RETROFITTED TO COMPLY WITH THOSE SPECIFICATIONS AS OUTLINED ABOVE. 16. CONTRACTOR SHALL PROVIDE A WATER TRUCK DURING PLANTING TO INSURE PROPER WATERING -N DURING INSTALLATION AND WILL BE RESPONSIBLE FOR CONTINUAL WATERING UNTIL FINAL ACCEPTANCE BY THE OWNER n. ALL EXISTING TREES, PALMS AND PLANT MATERIAL TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION. CONTRACTOR SHALL INSTALL PROTECTIVE BARRIERS SUCH AS *TENAX' PROTECTIVE MCNG OR AS SHOWN ON TINE DETAILS TO BE INSTALLED AT THE BEGIANSG OF THE PROJECT. BARRIERS SHALL BE LOCATED TO INCLUDE THE DRIPLINE OF THE TREES, PALMS AND PLANT MATERIAL WHERE POSSIBLE THE CONTRACTOR SHALL TAKE EXTRA CAUTION TO PREVENT ANY DAMAGE TO THE TRUNK- BRANCHES, ROOTS, ROOT ZONE AREAS AND ADJACENT GRADES. IS. EXISTING TREES AND PALMS TO REMAIN SHALL BE TRIMMED PER ANSI -300 STANDARDS. SUPERVISION OF THE TRAMMING SHALL BE PETSOR-ED BY AN IBA - CERTIFIED ARSORIST. 1% ALL EXISTING TREES AND PALMS SHALL BE 'LIFTED AND THINNED' TO PROVIDE FOR AN S' MNIMAM CLEARANCE FOR SIDEWALKS AND PEDESTRIAN WALKWAYS AND A H' MINAMIUNM CLEARANCE FOR ROADWAYS, DRIVEWAYS, AND ALL VEHICULAR USE AREAS. 20. REMOVAL OF ANY TREES OR PALMS WILL REQUIRE A WRITTEN 'TREE REMOVAL PERMIT' FROM THE LOCAL GOVERNING AGENCY PRIOR TO REMOVAL DETAILS, NOTES, SPECIFICATIONS, ETC. 0523 O Z Q U) LL J 5 UU 2 Z Z V Nz Q V) W v m w Z T O cc - a DWU Z E n U a m Q s „�"z Z 6 2Sz D W L N o p W �df: aZ Q S Q DRAWN BY: CHECKED BY: DATE: L -5 12 -52 ®I Oleta Ba I .� I J north 0110, 50' SCALE: I' = 30' NOTES: L BEE SHEET L -1 FOR PROPOSED TREE AND PALM LOCATIONS, 2. THE CONTRACTOR SHALL REMOVE ALL TREES AND HEDGES AS PER PLANS AND AS APPROVED BY THE LOCAL GOVERNING AGENCIES (MIAMI -DADS CO. PERA). TREE, PALM AND HEDGE MATERIAL SMALL INCLUDE ALL TFA CS, STUMPS AND ROOTS. ALL EXCESS DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED SITE. ALL HOLES AND DEPRESSIONS SHALL ISE BACICFILLED WITH CLEAR APPROVED SAC O;ILL S. LOCATIONS SHOWN FOR THE EXISTING TREES AND PALMS ARE APPROXIMATE, EXACT LOCATIONS ARE TO BE FIELD VERIFIED BY A REGISTERED LAND SURVEYOR (RLS) PRIOR TO ANY PAVING OR ANY OTHER SUCH WORK WHICH WILL BE IMPACTED BY ANY TREES OR PALMS TO REMAIN 4. ALL INVASIVE EXOTIC VEGETATION AND ANY ANY OTHER PLANTS LISTED AS CATEGORY I, ON THE FLORIDA EXOTIC PEST PLANT COUNCIL'S LIST OF FLORIDA'S MOST NVASIVE SPECIES SHALL BE REMOVED FROM THE SITE AND MAINTENANCE SHALL GUARANTEE CONTROL OF RE- INVASION A WRITTEN TREE REMOVAL PERMIT IS REQUIRED FROM THE MIAMI -OADE COUNTY PERA PRIOR TO REMOVAL OF ANY TREES AND PALMS FROM THIS SITE. TREE DISPOSITION PLAN REVISIONS/ SUBMISSIONS 01 =cw 0 . 0 . 0 0523 713012012 400 SUNNY ISLES BLVD SUNNY ISLES BEACH FL. 33160 TREE COMMON NAME BOTANICALNMIE HEIGHT PRE DBH STATUS CANOPY CANOPY NUM SYM U Nz Q N inches W o LOSS 1 RE ROYALPALM Roystonea elate 10 5 5 REMOVE 20 20 2 RE ROYAL PALM Roystonea elata 6 4 4 REMOVE 20 20 3 RE ROYAL PALM Roystonea elata 10 6 6 REMOVE 50 50 4 QV WE OAK Quercus virg(nlene 18 18 10 REMOVE 254 254 5 QV LIVE OAK Quercus viiginiana 20 12 7 REMOVE 113 113 6 PA13 CHRISTMAS PALM Adonldla merdiNi 8 6 3,3,3 REMOVE 20 20 7 AM3 CHRISTMAS PALM AdoNdia menUNi 8 6 3,3,3 REMOVE 20 20 8 AM2 CHRISTMAS PALM Adoddla menilFi 6 4 3,3 REMOVE 20 20 8 AM3 CHRISTMAS PALM Adoddia memllii 7 5 3.3,3 REMOVE 20 20 10 RE ROYAL PALM Roystonee elata 12 10 5 REMOVE 79. 79 71 RE2 ROYAL PALM Royslones elsta 12 5 5,7 REMOVE 20 20 12 RE ROYALPALM Roystonea elate 10 12 7 REMOVE 113 113 13 M13 CHRISTMAS PALM AdonldlamenliAl 7 6 3,3,3 REMOVE 20 20 14 M71 CHRISTMAS PALM Adonldla menNN7 6 4 3 REMOVE 20 20 15 M12 CHRISTMAS PALM Adoddia menilNi 6 5 3,3 REMOVE 20 20 16 M12 CHRISTMAS PALM Adonidia merri(F 6 5 4,4 REMOVE 20 20 17 AM3 CHRISTMAS PALM Adonidia meefil 7 6 3,3,3 REMOVE 50 50 18 AM3 CHRISTMAS PALM Adonidta memlNl 7 5 2,2,2 REMOVE 20 20 19 AM3 CHRISTMAS PALM Adonldla mernIN 10 8 3,313 REMOVE 50 50 20 PE2 ALEXANDER PALM Ptychosperma elegans 10 6 3,3 REMOVE 50 50 21 PE2 ALEXANDER PALM mychospetme ekgans 12 8 3,3 REMOVE 50 50 22 WR WASHNGTONPALM Washingtonia robusla 12 6 12 REMOVE 50 50 23 SP SA13AL PALM SaCalpalmedo 10 15 14 REMOVE 177 177 24 RE ROYAL PALM Roystonea elala 8 10 5 REMOVE 79 79 TOTALS 1,335 1,335 SPECIMEN-SIZED REFER TO 18" DBH PER MUW11•DADE COUNTY TREE PRESERVATION ORDINANCE. CALCULATIONS ARE APPROXIMATE PER FIELD OBSERVATION AND INVENTORY north 0110, 50' SCALE: I' = 30' NOTES: L BEE SHEET L -1 FOR PROPOSED TREE AND PALM LOCATIONS, 2. THE CONTRACTOR SHALL REMOVE ALL TREES AND HEDGES AS PER PLANS AND AS APPROVED BY THE LOCAL GOVERNING AGENCIES (MIAMI -DADS CO. PERA). TREE, PALM AND HEDGE MATERIAL SMALL INCLUDE ALL TFA CS, STUMPS AND ROOTS. ALL EXCESS DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED SITE. ALL HOLES AND DEPRESSIONS SHALL ISE BACICFILLED WITH CLEAR APPROVED SAC O;ILL S. LOCATIONS SHOWN FOR THE EXISTING TREES AND PALMS ARE APPROXIMATE, EXACT LOCATIONS ARE TO BE FIELD VERIFIED BY A REGISTERED LAND SURVEYOR (RLS) PRIOR TO ANY PAVING OR ANY OTHER SUCH WORK WHICH WILL BE IMPACTED BY ANY TREES OR PALMS TO REMAIN 4. ALL INVASIVE EXOTIC VEGETATION AND ANY ANY OTHER PLANTS LISTED AS CATEGORY I, ON THE FLORIDA EXOTIC PEST PLANT COUNCIL'S LIST OF FLORIDA'S MOST NVASIVE SPECIES SHALL BE REMOVED FROM THE SITE AND MAINTENANCE SHALL GUARANTEE CONTROL OF RE- INVASION A WRITTEN TREE REMOVAL PERMIT IS REQUIRED FROM THE MIAMI -OADE COUNTY PERA PRIOR TO REMOVAL OF ANY TREES AND PALMS FROM THIS SITE. TREE DISPOSITION PLAN REVISIONS/ SUBMISSIONS 01 =cw 0 . 0 . 0 0523 z N M . Q w y J C Z N 2 Z Z U Nz Q N W o m J F. 80GASH .A• 37 N O O on W Z Q P O U DLO Z W F_ mM U,�z D . _gg W Y Q abLL f 4Z Q � Q 13 1 DRAWN BY: CHECKED BY: DATE: TD -1 12 -5tD t D C E iw. s.r R}!Wr■f ■fyR Q1A ■E4 ihAtl MjdW�ffi■4R l ®■� W-fll M tp+ q W Mr I�Aq w W w rb W W N 9 ORO Itl3Na 10[■04'V- P,mE■A9 4 Im m t6 ■ W i11— f1JY �/ hjRW�■■■4R �01ffi 191 WiR it T a C A DRAWN BY. CHECKED BY: DATE: PH -1.0 REVISIONS / SUBMISSIONS L1 REV 08/27/12 0523 z U. c N LL Ln G N JJ _ z 2 U y; Q N W S m v 0 r Z J 0 J w Q J o� w O n 0 0 U J i Z U LLJ CO3 Z& Z LLJ N -S i o R}!Wr■f ■fyR Q1A ■E4 ihAtl ur M ■ r hti uM ■ou m u m iu m f1JY �/ hjRW�■■■4R �01ffi 191 WiR it T a C A DRAWN BY. CHECKED BY: DATE: PH -1.0 REVISIONS / SUBMISSIONS L1 REV 08/27/12 0523 z U. c N LL Ln G N JJ _ z 2 U y; Q N W S m v 0 r Z J 0 J w Q J o� w O n 0 0 U J i Z U LLJ CO3 Z& Z LLJ N -S i o