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Boynton Mausoleum MSPM DEVELOPMENT ORDER OF THE CITY COMMISSION OF THE CITY OF BOYNTON BEACH, FLORIDA PROJECT NAME: Boynton Mausoleum Development P&Z Building EngIneerIng Occ. License Deputy City Clerk APPLICANT'S AGENT: Weiner & Aronson, P.A. -.---- APPLICANT'S ADDRESS: 102 N. Swinton Avenue, Delray Beach, FL 33444 DATE OF HEARING RATIFICATION BEFORE CITY COMMISSION: January 2,2008 TYPE OF RELIEF SOUGHT: Request for major site plan modification approval for the addition of an approximately 3,162 square feet mausoleum building, on a 0.93 acre parcel. LOCATION OF PROPERTY: 1611 S. Seacrest Boulevard DRAWING(S): SEE EXHIBIT "B" ATTACHED HERETO. X THIS MATTER came on to be heard before the City Commission of the City of Boynton Beach, Florida on the date of hearing stated above. The City Commission having considered the relief sought by the applicant and heard testimony from the applicant, members of city administrative staff and the public finds as follows: 1. Application for the relief sought was made by the Applicant in a manner consistent with the requirements of the City's Land Development Regulations. 2. The Applicant /HAS HAS NOT established by substantial competent evidence a basis for the relief requested. 3. The conditions for development requested by the Applicant, administrative staff, or suggested by the public and supported by substantial competent evidence are as set forth on Exhibit "C" with notation "Included". 4. The Applicant's application for relief is hereby ./' GRANTED subject to the conditions referenced in paragraph 3 hereof. DENIED 5. This Order shall take effect immediately upon issuance by the City Clerk. 6. All further development on the property shall be made in accordance with the terms and conditions of this order. 7. Other DATED: 01- 0 t{ - 08 S :\Planning\S HARED\WP\PROJECTS\Boynton Mausoleum\DO .doc n ~ ('D g 00 z o ::l CD >< "tl o t"'" ~ (j tr1 n ~ CD ::l ..... 00 z g CD >< ~ ~ 'Cl~hg@@q~5'" 5-'< v..... 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(t(bo~ tj 0.. l-O. o. ~8.g~ >< >< ~ ~ ~ t"'" ~ ~ ~ tr1 (fl n ~ g ..... 00 z o ::l CD >< "tl ~ t:C t"'" ~ (j ~ o ~ ~ (fl I ~ '"l ~ S n n ~ CD g 00 z o ::l CD >< "tl ~ t:C t"'" ~ (j ~ o ~ (fl I ~ Q '"l CD (Il ..... ~ ~ o '"l o c: ::I Q. (Il n ~ CD ::l ..... 00 z o ::l CD >< "tl ~ t:C t"'" ~ (j ~ o ~ (fl I (fl g, s.: ~ ~ (Il ..... CD ?:l!1~ CD -- 0 (t> CD ~. "1 ::l CD CD {::: 2 ~ 8 ::l CD cr' I'> .. ~ 8 .. CD ~ tr1 "tl > ~ ~ ~ tr1 Z ~ (fl ~ CD 00 ..... I'> .g~ 8 g ~ o. p.~ ::l 0. qq I'> 00 I'> Z n r-' e tJ tT1 ~ J::. o "1 ~ ..... CD "'0 [ ~ o 0. 81 o ~ o' ::l ~ ~ ~ o o ..... o cr' CD "1 W o 10 Conditions of Approval 2 DEPARTMENTS INCLUDE REJECT ENGINEERING DIVISION Comments: 3. The proposed site plan is reflecting several drywells (on the west side of the X proposed building). Provide drainage calculations showing the amount of rainfall to be retained on-site. 4. All comments requiring changes and/or corrections to the plans shall be X reflected on all appropriate sheets. 5. Please note that changes or revisions to these plans may generate additional X comments. Acceptance of these plans during the Technical Advisory Review Team (TART) process does not ensure that additional comments may not be generated by the Commission and at permit review. BUILDING DIVISION Comments: 6. Please note that changes or revisions to these plans may generate additional X comments. Acceptance of these plans during the TART (Technical Advisory Review Team) process does not ensure that additional comments may not be generated by the commission and at permit review. 7. Buildings, structures and parts thereof shall be designed to withstand the X minimum wind loads of 140 mph. Wind forces on every building or structure shall be determined by the provisions of ASCE 7, Chapter 6, and the provisions of 2004 FBC, Section 1609 (Wind Loads). Calculations that are signed and sealed by a design professional registered in the state of Florida shall be submitted for review at the time of permit application. 8. At time of permit review, submit signed and sealed working drawings of the X proposed construction. 9. Identify within the site data the finish floor elevation (lowest floor elevation) X that is proposed for the building. Verify that the proposed elevation is in compliance with regulations of the code by adding specifications to the site data that address the following issues: A) The design professional-of-record for the project shall add the following text to the site data. "The proposed finish floor elevation _' _ NGVD is above the highest 100-year base flood elevation applicable to the building site, as determined by the SFWMD's surface water management construction development regulations." B) From the FIRM map, identify in the site data the title of the flood zone that the building is located within. Where applicable, specify the base flood elevation. If there is no base flood elevation, indicate that on the plans. C) Identify the floor elevation that the design professional has established for the building within the footnrint of the building that is shown on the I'> ...... 0...... <: en' CD ..... ::t::r en' (b a..g S''E. I'> o' o ~ g ..... "1 (I) 0."1 ~ CD o 00 CD] ~ ~ ::+: l-l. ::rg: o:=: "1q 9:..... ::l 0 ~ CD o ~ CD {::: 0"1 -""CD , ..... o::r o~ -..-Js:- CD ::l CD ~ 1--- ....... n ?O ~ CD ::l ..... 00 ;!l' ..... CD '0 g- ...... (I) '0 {::: g: ...... o q' >< "tl t"'" > Z Z ~ Z o > z ~ N o Z ~ Z o n ~ a 00 z o ::l CD >< ~ o ~ Cfl ~ tr1 ~ Z ~ ~ ~ o z ~ tr1 Z ~ > t"'" ~ (fl ~ ....... ;-l ;1 CD {::: 00 CD o >-+, o ~ "1 CD 00 00 S {::: -' o ::r ...... 00 '0 "1 o ::r ...... cr' ...... ..... CD p.. >< ....... 0\ ...... a. (Jq ~ o' ::l 00 ::r o {::: 0:: ::r ~ CD '1::1'1::1 (t~ I'> ::l 00 ..... 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