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APPLICATION "'-:J , . ,'I, , ~. ft ~~~ 6 !~.i.t, ~~ , ~.~' : .'.b '1i.!' 'J; ~:~ ;. , ';. .-~; .(: .; i,-\ \~ .').., ">1 .~\ ~!I ~\ "'t .'~ .\." ;.... ,~<({ ';:.~ ~t, :(, , " ", }.,,\ . Li~ ~'':'''' .,.:' . .-,.: ,:t.~ · ";~ .1 ..'.1 ~PPLICJ.\ 1"1014 I AlU'THORIZ.~1"1b\N . . \ ..---..._-'--"-~----- '!; '" .~-~i (' t:'--- /i :.'~<" < ~.::: ~~'; -~ i @ "j I. .~ - ) ,'.,< \. i j ....') ~F \ :l _,-----,.,...-..l~ --' ''-'' _c i) ~', .. .... "., ,~ . . ".." I . ~ . I'~""': , " . I \..:..../ :',-\ "" '.:1 \. , '-./ Re: BROWN/BRISBEN COMPANIES BOYNTON BEACH PROPERTY '. I .. i EXHIBIT "A" COMPOSITE INDEX SURVEY/O'BRIEN, SUITER & O'BRIEN, INC. Recertified March 3, 1987 Order No. 83-345db l LEGAL DESCRIPTION - OWNERSHIP INTERESTS . DEED Prior Title Policy INVESTMENT TRACT KRAUS TRACT SUB-PARCEL "W-l" C-934629 FlORIDA POWER & LIGHT Easements, 1 and 2 QUIT CLAIM DEED - Venetian Isle Lots 1'1;-' ., ~ . . . ~ Page Four. 4. PROJECT NAME: SITE PLAN MODIFICATIONS AGENT: .# , foWN$R:' ., ~ .... " .LO€ATION:' 1 .. .. "'" DESCRIPTION: 5. PROJECT NAME: AGENT: OWNER: LOCATION: DESCRIPTION: 6. PROJECT NAME: AGENT: OWNER: LOCATION: DESCRIPTION: D. Comments by Members E. Adjournment !t., '- 1t" 4Wt . \. Catalina Centre Plat No. 1 Kimberly Dellastatious Currie, Schneider Associates, P.A. I , Walboyn, I!c. "'. ., ~ ..... "l\. ,F~. .-.. ~ ..., ~.. .. North Congress AV~nue.' at Boynton Canal, northwest corner Request for approval of an amended site plan to allow for a change in building layout and design for the Plat No. 1 hotel Mariner's Way . Frederick Vecchione First Oxford Development Corporation Federal Highway at N.E. 12th Avenue, east side Request for approval of an amended site plan to allow for the addition of a swimming pool Centrust Savings Bank at Oakwood Square Shopping Center Edward W. Duggan, Project Engineer Oakwood Square Associates North Congress Avenue at Old Boynton Road, southeast corner Request for approval of an amended site plan to allow for the construction of a 2,944 square foot branch bank building with drive-thru facilities at a leased outparcel located on the north side of the main shopping center driveway ,'.. ;.. \ \~\ ~~\ ,,~ , \~\ l ~ .. i ,. \: \' ~ \\ q~ ~~ 004\ ~ ~zz ;. ~~~~ ~ aUl~ ".l!w.~Z\\lI Ooo4GlIll.. ~ III ~'g S" \i'~ ~~\P '.. % % ~ II ~ U1~..... 'I. 1II..~ '. 'J>~004 lo>~ oQ... 0111, ""l" I/l ~,.' ~<:'i ~ 'J.z ~ \I\t'i ~ ~\~ ~ \ II ~ ~',; 9" % ~ ~ \ S\~ - ~~" i~\.~ ~~' ~'::~ '!:o ~~~ce:a ~ -~. ~ ~ ~j!J%, . Z C o I '.. ,. \ \ / / '1 is ii ,\ b U \! .\ ..; h S\ '" ~ c. Pumper 0ntrol devices shall normally be sized based on a design discharge of 20 percent of the detention volume in one day. 3.2.4.3 Dry retention/detention areas (not applicable to natur~l or mitigation wetland areas): a. Dry retention/detention are~s shall have mechanisms for returning the groundwater level in the area to the control elevation. b. Mosquito control ditches or other appropriate features for such purpose, shall be incorporated into the design of dry retention/detention areas. c. The design of dry retention/detention areas shall incorporate considerations for regular maintenance and vegetation harvesting procedures. 3.2.4.4 Wet Retention/Detention Areas 3.2.4.4.1 Dimensional Criteria (as measured at or from the control elevation). a. Area - 0.5 acre minimum ~ )a b. Width - 100 feet minimum for linear areas in excess of 200 feet length. Irregular shaped areas may have narrower reaches but should average at least 100 feet. (Note: Area and width requirements may be waived for project to be operated by single owner entities or entities with full time maintenance staffs with an obvious interest in maintaining the areas for water quality purposes, e.g. golf courses.) c. Depth - A minimum of 20 percent of the area shallower than 6 feet is required up to 2.5 percent of the project waterbody and contributing area (including side slopes), and 25 to 50 percent of the area deeper than 12 feet is desirable. d. Side slopes - for purposes of public safety, water quality enhancement and maintenance, all wet retention/detention areas should have side slopes no steeper than 4:1 (horizontal:vertical) out to a depth of two feet below the control elevation, or an equivalent substitute. Sideslopes should be topsoiled, etc.nurtured or planted from 2 feet below to 1 foot above control elevation to promote vegetative growth. Littoral zone vegetation growth survival shall be a consideration of operation permit issuance. e. Bulkheads - Bulkheads may be allowed for no more than 40 percent of the shoreline length, but compensating littoral zone must be provided. 3.2.4.4.2 Support Facility Design Criteria: a. Perimeter maintenance and operation easements of 20 feet (minimum preferable) width at slopes no steeper than 4:1 (horizontal:vertical) should be provided beyond the control elevation water line. b. Control elevations should be no higher than 2 feet below the minimum road centerline elevation in the area served by the control device in order to protect the road subgrade. B-20 LOCA T\ON MAP CASA BLANCA APARTMENTS ~ QC- ~ A- 1=1'1 A A \ij ';::) ~ Il.i -::,. ~ U) IS) '4.l l'( ~ ~ C) \.) p. u pee AO .'rOI>l----:-J ~€!!-lclj p~~~ ' ,,~-~v./': ~ R ,r, R~c;,'J.-l 3 ' I : ~(/- . } "? I ' I t t J '" ~ , 400, '800 1600 fEET 1.A C'I