The URL can be used to link to this page

2008-08-27 AFFIDAVIT OF PUBLISHER OKEECHOBEE TIMES 106 S.E. 51h SI., Okeechobee, FL 34974 (863) 763-7283 Published Weekly STATE OF FLORIDA COUNTY OF OKEECHOBEE: Court, 08/21/2008 TECHNICAL REVIEW COMMITTEE MEETING NOTICE NOTICE IS HEREBY GIVEN that the Technical Review Committee of the City of Okeechobee will meet in Regular Session on WedDesday,. August 27,.2008, 'at 10:00 8.01., City Hal~ 55 SE 3rdAve, Rm 200, Okeechobee, Florida. The public is lnvited and encouraged to attend. A copy of the agenda will he available on our website wwwcitvofokeechobee com. or co;'tact the General Services Department (863) 763-3372 x218. PLEASE TAKE NOTICE AND BE AD- VISED that if any person desires to appeal any decision made by the Technical Review Com- mittee with respect to any matter considered at this meeting, such interested person will need a record of the proceedings, and for such purpose may need to ensure a verbatim record of the proceedings is made, which record incLudes the testimony and evidence upon which the appeal is to be based. Media are used for the sole purpose of back- up for the General Services Office. In accordance with the Americans with Disabilities Act (ADA) and Florida Statute 286.26, persons with disabilities needing special accommodation to participate in this pro~eed- ing should contact Lane Gamiotea. no later than two (2) working days prior to the proce.eding at . 863-763-3372 x 214; if you aiehearing or voice . impaired, call TDD 1-800-95.5-8770 (voice) or 1-800-955-8771 (TTY). by: Brian Whitehall, City Administrator Betty Clement, General Services Coordinator Puhlish: 0812112008 Okeechobee Times Before the undersigned authority personally appeared James A. Hughes, Jr., who on oath says that he is publisher of the Okeechobee limes, a newspaper published weekly at Okeechobee in Okeechobee, Florida: that the attached copy of advertisement, being a Technical Review Committee PO#13839 in the matter of Citv of Okeechobee City of Okeechobee 55 SE Third Avenue Okeechobee, FL 34974-2932 In the was published in said newspaper in the issues of Affiant further says that the said Okeechobee limes is a newspaper published at Okeechobee, in said Okeechobee County, Florida, and that said newspaper has heretofore been continuously published in said Okeechobee, Florida as a daily, weekly, or bi-weekly and has been entered as second class mail matter at the post office in Okeechobee, in said Okeechobee County, Florida, for a period of one year next preceding the first publication of the attached copy of advertisement; and affiant further says that he has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. ---------------.-------------- ~ tL~ + ~ ".. ~ . Ja es A. Hughes, Jr., (Publish ) . Sworn to and subscribed before me ~ f~ this ,;?, /,J day of A ..uJ A.D. 2008 ~ L,,}.(d d ~ nu<4f ~ (SEAL.\ Notary Public KOTMY PLTBLIC..sTATE OF FLOlUDA ................ Rosealee A. Brennan ~ _ J Co~missi.n II DD7'6393 .............. ExplI'es: JUNE 25, 2012 BO:-;llED THRU ATLA.vnC BONDL'liG co., I'IC. MINUTES OF THE TECHNICAL REVIEW COMMITTEE WEDNESDAY, AUGUST 27, 2008, 10:00 A. M. CITY OF OKEECHOBEE 55 Southeast 3rd Avenue Okeechobee, Florida 34974 Page 1 Of 3 I. CALL TO ORDER - Chairperson The meeting was called to order by Chairperson Brian Whitehall. II. STAFF ATTENDANCE - Secretary PRESENT: Administrator Whitehall Building Official Schaub Engineer Bermudez Public Works Director Robertson Chief Smith ************************************** Non-Voting Ex-Officio Member ************************************** PRESENT: County Health Department Trent OUA Hayford (entered Chambers at 10:13 a.m.) Planner Brisson Secretary Clement ABSENT: Chief Davis Attorney Cook School Representative (no representation) III. Minutes - Secretary Director Robertson moved to dispense with the reading and approve the April 23, 2008 Technical Review Committee Minutes regular meeting; seconded by Chief Smith. Motion carried (5-0). Technical Review Committee August 27, 2008 Page 2 of 3 IV. New Business - Chairperson A. A.M.S.A Holdings LLC, 08-009-TRC. The application was submitted by Loris C. Asmussen, P.E. on behalf of the property owner for property located at 111 NE 11th Street, Okeechobee, Florida to construct an assisted living facility with parking, in a single phase - Senior Planner. Mr. Nooruddin withdrew the application. B. Visiting Nurse Association of Florida Inc. 08-010-TRC. The application was submitted by Loris C. Asmussen, P.E. on behalf of the property owner for property located at 203 SE 2nd Street, Okeechobee, Florida to construct an assisted living facility with parking, in a single phase - Senior Planner. Mr. Bill Brisson, Senior Planner for LaRue Planning and Development addressed the committee on introductory thoughts as regard to the Special Exception granted by the Board of Adjustment and Appeals for the Visiting Nurses Association of Florida, Inc. assisted living facility (ALF). When special exceptions are approved, it approves the use, it does not relate as to how the site is developed. There are criteria in the special exception that tend to be subjective more so than usual. The Board of Adjustment and Appeal's approval incorporated a recommendation that during the site plan review the Technical Review Committee (TRC) take note of the paving, amount of landscaping, delivery schedule, and that the TRC ensure that the size of the building be consistent with the size of the lot and considerate of the area in which it is located (i.e., surrounding neighborhood). These concerns by the Board are consistent with the standards set forth in Sec. 70-373(b), specifically requiring that the Applicant: (2) Demonstrate how the site and proposed buildings have been designed so they are compatible with the adjacent uses and the neighborhood, or explain why no specific design efforts are needed. (3) Demonstrate any landscaping techniques to visually screen the use from adjacent uses; or explain why no visual screening is necessary. " When you a doing site plan review for special exceptions, yes it is allowed in the district, but it may require conditions to make it appropriate for the location. There are minimums and maximums regarding setbacks, side yards, the coverage and the height, in the zoning codes. To go lower than the minimum and higher than the maximums would be inappropriate, but that does not mean that an applicant can automatically expect to achieve every minimax, and in reality that is what the staff report reflects. All the minimums were used, some violated, all the maximums are used, a little violation and what we have is 7-71/2 pounds in a 5 pound bag. You cannot achieve this development and meet all minimax of the codes. Mr. Brisson than addressed the violations. 2nd Front yard setback (Sec 90-447). Setback from SE 2nd Av. is only 18', Parking setback from SE 2nd Av. is 8 feet. The Applicant is applying the 75% factor to this setback; but, the minimum buffer along a roadway is 10' and therefore parking may not be set back only 8'. Maximum lot coverage & other impervious surfaces (See 90-225) 60.2% (28,429 sf). Off- street parking (Sec. 90-512). The first space off SE 2nd Av. is only 10 feet from the property line, is this adequate? Off-street loading(Sec. 90-513) & [Sec. 90-511 (c)] Space is 15' wide, but the required 30-foot length appears to extend into the driveway. Parking & Vehicular Use Areas (Sec. 90-533, per Ord. 1010, adopted 2-19-08) The islands on either side of the entrance walkway are of generous size, but the island next to space #18 looks to be slightly shy of the required 5-foot width. Technical Review Committee August 27,2008 Page 2 of 3 B. Visiting Nurse Association of Florida Inc. 08-010-TRC continued. A lighting plan should be submitted that meets the standard adopted by the City under Ordinance 1010 on February 19, 2008 of an average of one-half horizontal foot-candle power of artificial lighting. The committee discussed all issues listed above along with compatibility to surrounding areas, fire flow, building size, potable water and waste water, and open space. The applicant will revise the ALF plans and present them to the committee at the next available meeting. V. Adjournment - Chairperson. There being no further items on the agenda, Chairperson Whitehall adjourned the Technical Review Committee meeting at 11 :27 a.m. PLEASE TAKE NOTICE AND BE ADVISED that any person desiring to appeal any decision made by the Technical Review Committee with respect to any matter considered at this proceeding, such interested person will need a record of the proceedings, and for such purpose may need to ensure a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be bases. General Services media are for the sole purpose of backup for official records of the Department. ATTEST: :...... PAGE -1- CITY OF OKEECHOBEE AUGUST 27, 2008 TECHNICAL REVIEW COMMITTEE HANDWRITTEN MINUTES I. CALL TO ORDER - Chairperson: Auaust 27.2008 Technical Review Committee Meetina. 10:00 a.m. II. STAFF ATTENDANCE - Secretary Present Absent Administrator Whitehall Building Official Schaub Chief Davis Chief Smith Engineer Bermudez Public Works Director Robertson Non-Voting Ex-Officio Member: Attorney Cook County Health Department Trent Senior Planner Brisson ~ QUA Hayford School Representative Secretary Clement ~ III. MINUTES - Secretary. A. Motion to dispense with the reading and approve the Summary of Technical Review Committee Minutes for the January 23, 2008 regular meeting. ~ru~OVed to dispense with the read~ g an pprove the Summary of Technical Review Committee Minutes for the April 23, 2008 regular meeting; seconded by " VOTE YEA NAY ABSTAIN ABSENT v--- v---- ~ DENIED ~.u ~~Jf a'" , ( ~'-'\j ('-i~ ;~.J.. .k4-~~4'"-I~..J /I<.,XL./~e.h.-"~ .- ''It (F.,vMW~L 0; 1/1H1 ~J.~ ~ II . . L .' ,6:u~,,- - /~1 ~'A1J' ..~~ti:J7Li2-{9t?ttL)apl..<.~~_/L - rh'/ ;!Iazr~6 /i;~.7C'~:P eN,,/- 61dM~: t:f'!f~,.d:)/~c.J;; , ,.' .~U0 ,~1 tJ-'-L t<..LL. V-ILc J~; ~ C{ff'~A. - ~<<I<A < ~vf-, l' ~ .p~ - /36 - i1f.u..f c.f.o .ffi-k (cfSc ~d . C"cul~ (4;' r 'if"'<:-'-- ')JWC ~"?!- ~-- ~",~ cr~-r'-- -~- ~ ~<,;A SZO .L--; ~ - '~ L - IM~ ~-''-''AJao ~ t2-r-d /\._L-<LL-~ ~. &~-c-1L-U-~~ C/tlL- ~<-~-~'--) cUj' < ~"".JttzL. a~ lJ~# "'.tL ~ ~ ~-c/. ~ -ftAvSI tL j?c ou.{'~D I" Ci~ ~ cJi,,~ ~f ~-v:- , I PSSci'r 'v.A.L VJ.j+'4~ fo."~'6 · 8{~~()hS0uLc vA/A- f~ .f+4- ~. b ~.~f.-6r-~- ~~ C),.-1 ~-1vv C--OY-f )fLF Cltx::-. ., r -~. c fM"~ k{ <jrHf 4J ~~~..J - . _ . . 1JJffU-ii4 0J<.t ~~/ ()u {U~.~ ;> - /Va, ()~ .ffi~//u~ fa", 'If ~ ,Uk~># r'v ~ t; Pi p.r p- P~..I-,fovt;,..u. ~~~ ~ ~j ~-vv--- ~. h'1~ 1; ~ d:A:: - ~~{ 0u VAl4 - /Jti ~ . PAGE -2- IV. NEW BUSINESS. Chairperson. A. A.M.S.A Holdings LLC, 08-009-TRC. The application was submitted by Loris C. Asmussen, P.E. on behalf of the property owner for property located at 111 NE 11th Street, Okeechobee, Florida to construct an assisted living facility with parking, in a single phase - Senior Planner. Discussion: , LA ) J.--tJcc~ A A ~L- ~~t{'l.t>J-JUk'-J)(--l.c, ~/\/'4k- ci.L tc~/ iJ.'rk~_ (2.'1:--;-"1/) iJ..4-- ..CY<-<2:tz...<<(' {e:-el !-kL Q: {bell ..' .~;J. ~./ frvtU. ,~ . ~ ,~r,ta./ Cv.~ ~k !V,-ct1C(. /6.~(;dOJ .M-T-t/ ..r"~6' I ~ u0 ' ~~ Ii ~ ~ /1__ .. JU I ~./ ..-.--r i'1 W--- ~ \ . U /:J..iUAJ.-4J~lu!..-" ,cJ...- ;<-:-,ry-......'" ~ ".... ~iru~(...L../LJl~..!U.ke_ ~ ~ /f tLt-L c-1lv- ~ h'>-- .to '-7''' ~ C,-<- ~~ 4 t<h Ii t . fJlJ ~~-r vft o;u~ ~~~' /h ~~ ,N~h j/ /fL~ (Ji 7lu;, ,,~l (L~ ~~ ~.~, . ~ ~7 '/cr0 . . bl)"V ' "'<1:1 o ,,1) ~61 ~.. '. ;?JW'U- ~ '/1U-~~~ ~~ t1!-#U+~..Je-, ft~~LL >1, ODD {;J wJ (J1hu) 'Yl^-'u-' /uw..----j {}-.-.-i.. ~ft- ~, ~:Dt... . - Of> 1.,0~""'__~u;.~ ~ - JJeQcl -. ~~.. rll L. . ..1- If-'- ( . . ~ 2S ~'V--(:.x 1'4-/.J. lUttu /....... U.ll.:~~ gk.A--10 p-h Or, - OVJ\A.. Q~ h-~ , ~ . ~t" C ~"--~.~ '40., .Q4~) ,~\ s~ ~ ~~J:+~. :.)t. o~~ ~ .. . . ~~ :~ O()l'\ S~~. .. ~~ jA:> ku-'IV~. . Jk~~i , b..Lu..du/v,.i-.. /Jo CeJ)}L }t'-" --<-T ~~lL~0-_Tt... ...~,~~~d~ 8~~ ~tA. ~1JLt-JAJ q-v~~ - ~x~.., . )~L~d-- VlJU.-J ~ t ~ ou 4 .. we:.Uu. fla(~ -- ~~LC 10 0-~k. 'k: ~0. C 0 ();~(}A- ::2~ ~ tOl"<>-(...L1V'--j-~u_,- 7/cC- Y-f4 }4, (LJ~_ cu..~~ .. YkJL /KJ...~ c;rL~ ~k ~~~,. G-J..7 ~ ~~ ~~~ *~p1.~0~ P~JL~ct.~\ - 'T}L(f<2-/ t'-~~ ~ (x{lL~ :)I1i:..-+VUc~ - ~ QQ rJ ;5(1) 01.. I~,,<L- ~<-<'..k- ' 1lU~1 "~~7-) ~ ~1 f:u~(5 'J2iLL~~. . 10 &il-p-,~,,~~ ,~~ - ac-e~~ fz -f/U4- JjCfkL /4,,1 ~-<-~6 /I'-4huu-.. ,~-LL~. '44-1}~~L~-r-: ~~___ ~ L_~~--9- - . ~~~.. </fv--k1r&~r. ...-;;Lt?-?'-.-&-:~.--!6..(J:'.., VJJ~N1'<< ~! c~.. .~- 4flL--,~ (M~ 6'~.-<--/l<<~~/"uL-( C/I<-4 {.~ <<:.<2,/ ?~7I-~-- , r;.'!I",:-~,j4 k A-;4-f . d,~ UUl/ Ji.:.-ft.-7?'L:YJ, I?#~ ""-tf~ /2<0- [.{2...- ~, 5() I /w--/..J.-c.!-("--I~ h' J;f/:f.J4<"V-- ;X.'-fJ-IC.I!ld1. - :2~4~{'!.lo fJUwf-k/lul, ~ fbuc~ - e-..-. ~-r-~h - t?t. /) //1/ VOtl--{[~75 - M~t~_A-..(eL.a_Lk!-<-jJ ~J:~..- x..C)/l~ v" ~r' I. ~ '-tL cLffll ~/IJIi4-' /IU.~ l~ ,a~ /~e.. /7udYo ~~ O~ 6MC/l reA!. ~-J! dh(j-i' fdb~'6" PAGE -3- Motion: made a motion to approve/deny final site plan review for a sted living facility with parking, in a single phase 08-009-TRC for property located at 111 NE 11th Street .st contingencies); seconded by Contingencies: VOTE NAY ABSTAIN ABSENT Bermudez Davis Schaub Robertson Smith White ION: APPROVED DENIED B. Visiting Nurse Association of Florida Inc. 08-010-TRC. The application was submitted by Loris C. Asmussen, P.E. on behalf of the property owner for property located at 203 SE 2nd Street, Okeechobee, Florida. The site plan review is to construct an assisted living facility with parking, in a single phase - Senior Planner. ~- '( \\) C>l.,,--I'~ l<,~lt c( (j 7'- c:' r .,<-"',:b'-"( I.-i~~ (~~ ': UL1'(;'C~ t/~-d /"}t/1-JJ\..' 1'-' C--' ''i-1ZLi<. U-L-~' -0) 7;~t{ u ~ f;v-qJ- 4--!\.,L- ,~ cgt k,L . C('~(~ l.t1~/(-t4-7' Uiu.- .~l~I.,..~.t;uz ~)a* (~ ,,--c,,J F' [/tL~-~/jJt '-f~~_/ ,>,-{- 8c.j'J...!}J? ehXP/i. \J}~ffl/f.r 1~4'd-t;;;ltt,(c-~ () A~,Lf,-,~,~~ /~'-I'-.:fA'-- tux f 7 ;(fol ~'-I:~ - tv.- ~ I {i:li~ LL."" " -{;{ ?L4A..e <'LeU< ..L_ ',c' (u r./ )' d ~ Id ~:~'~'<j~ c;11L. ,t-ujA.iZt..c L-<. __-;-- i/..}O,d..;:1;UJ )~" ~~.~. .Ie ~f ~~' Cu-6 0l.U-/t; /U ~~ ,,(~A i,. '\\ ~ Ol - ~-e_- /&qL cb._L~'-<:'<-Z) c1u] _--(~ ~_-;7C~, ~-<~ .k, t.~~1 VlLL-- j1y.:-Y-l ,~\J Y-f~u;If<:/ t?~O?L;J yA'-"1Iry, ,A'~.-_:r,,/_. ,/ \\ ~ J>U.y <{)0--:ft.&.. - ~ cP"...,q:::i1: "" k J1~ ..A.<- dt.-,<~ 1'-01 r&f~t/~L /i::/u-}C-r:P~;: - d'7'=./ /,C~>L~/ 3tJ/ ~G ~~{~-7~-c,L~_~ < A t::~ ~ ::::L;,:~:~:.. / . '." I . . ~ c'-ILu/J?;u.{ri - ;::/// /-(()/::J /-C>t-A"'{f - .L i'/O~~ W' ~/1 '~;L- _-<'a.-/ c::Lu....t..-- ft) r~L-~/~-<..C"j~ ... r ; . ,U .vt~Jdf.~/D~. - cJ;:;.~S;Q-7 ~~~. ,bM:U'LJ_'4.)4 Sov::d - 9 o!~~'~.1 . ~^--~ ~ Cffcc F'-i~ - tjVJ-l, 170 ~-t:'~ *' cie.uc~ . ... ~-I/ 2 /1/ 0"'/' j 2 ~-1 j.J.-o-c-!z -:::::> 0 S / 6 . If-o VlLV.,l ~ ,- G€~,-",,-~ '~ ?.s~ /0 c fJ-L-I /2.C'.e.h 1<-0'k ;d'1-"i /,J:,;~ ' " .. 2/}( ay. ~ . ;l 90 ovuu ... i) 0 ')1 oJ- ~"-. ~o ~~--<-t. ~--1~1.4-&~: 0<-4J.~ . , ~/u"'i{"t. M /-..L"-j ,~c.J du..J..!L JdLH"A. a_{( 1"4.j:~~ s.r~~ /J.. < L, ;/~ ;4;c;l---;--'/ NOfOC- ~{.} ~<....c;z...../ TL; Of-.(. I . .~'- 4{".z,' ;V-/"L~C. > <-'-.<A.--<-- u^-<-..-71-'--UJck L {kL-hu.~ C/-6 r:.u,f cft'-L-- y~J) ~ddL. (Iv 0 ~~--: ~H-{+;n ~(" ~--'- 51,,"0 !~, pp-- (kULfjvtLc,t! ~ ,- ~. 07-i. ci-f--:-- ,-YiW'.--<!.T WLP__,~-b-kf- I' Lj(..~-<-ua.l-l\ &e..J. (.Jlt.,z._/~L -<-i.,ere{ t<--4- .0-1 ;<.:ft.,U-L..-<.;v\.",--/. Cj(,-<...) jz<. ""<f-.--' u..Jm ~~l~&,LL tlt/~-.'-ej~ __ I 6.~7A-L- j~~\ c1y<'1 f~.- o h1:u.-I.vLU.t ~ <>-.-JJ&-..L- L J '?~ iLr ~i . . , / "-I ~ < .. /). /! &1 ~.).. j-(' A'-<2--fU-01 fJ\ {,{.J.-e{f7{Od'- ~,AA.)t-<..~ ~<'~~ . JV C--' ~~k... -4 "I' U ~~,-~e~' ~L ~(. J<%-/ 4~ !:4~y- Y-c. .J:W-Vvt ~ ,.. ")'. /0' fu.~ . .bu -: fI'~" /it--<~ ~ He ~r tV v..<.u...J /u.c//M-'O 1-c fu~.:dctl . J PAGE -4- Motion: ftqFCI ~J- made a motion to approve/deny final site plan review for assisted living facility with parking, in a single phase 08-010- TRC for property located at 203 SE 2nd Street (list contingencies); seconded by Contingencies: VOTE YEA NAY ABSTAIN ABSENT Bermudez Davis Schaub Robertson Smith Whitehall MOTION: APPROVED DENIED V. There being no further items on the agenda, Chairperson at a.m. adjourned the Technical Review Committee Meeting CITY OF OKEECHOBEE TECHNICAL REVIEW COMMITTEE OFFICIAL AGENDA AUGUST 27, 2008 CITY HALL, COUNCIL CHAMBERS 55 SOUTHEAST 3RD AVENUE OKEECHOBEE, FLORIDA 34974 I. CALL TO ORDER AUGUST 27,2008,10:00 a.m. - Chairperson. II. STAFF ATTENDANCE - General Service Coordinator. Voting Members: Ray Schaub, Building Official Denny Davis, Police Chief Donnie Robertson, Public Works Director Herb Smith, Fire Chief Oscar Bermudez, Engineer Brian Whitehall, Administrator Non-Voting Ex-Officio Member: Eddie Trent, Okeechobee County Health Department Bill Brisson, LaRue Planning and Management John Cook, City Attorney John Hayford, Okeechobee Utility Authority School Representative Betty Clement, Secretary III. MINUTES - Secretary. A. Motion to dispense with the reading and approve the Summary of Technical Review Committee Minutes for the April 23, 2008 regular meeting. III. NEW BUSINESS - Chairperson. A. AM.S.A Holdings LLC, 08-009-TRC. The application was submitted by Loris C. Asmussen, P.E. on behalf of the property owner for property located at 111 NE 11th Street, Okeechobee, Florida to construct an assisted living facility with parking, in a single phase - Senior Planner. B. Visiting Nurse Association of Florida Inc. 08-010- TRC. The application was submitted by Loris C. Asmussen, P.E. on behalf of the property owner for property located at 203 SE 2nd Street, Okeechobee, Florida. The site plan review is to construct an assisted living facility with parking, in a single phase - Senior Planner. IV. ADJOURNMENT TECHNICAL REVIEW COMMITTEE MEETING - Chairperson. PLEASE TAKE NOTICE AND BE ADVISED that if any person desires to appeal any decision made by the Technical Review Committee with respect to any matter considered at this proceeding, such interested person will need a record of the proceedings, and for such purpose may need to ensure a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. Media is the sole purpose of backup for official records of the Department. 1 CITY OF OKEECHOBEE Application for Site Plan Review PaRe 1 of2 I City of Okeecbobee General Services Department 55 s.E. 3"' Avenue. Room 101 Okeecl1obee. Florida 39974-2903 Phone: (863) 763-3372. ext. 218 Fax: (863) 763-1686 e-mail: clement@cityofokeechobee..com Betty. insert city sea] 15 16 I 117 1 1 2 3 4 5 6 Name ofproj>erty oWrier(s): A' M.5 A HOLDIN~-S- LLC q.. ~HA'l<.~ Owner mailing address: P.D. 66'< J-IY 8 I OheecHOE;;::f::" FL 3LJq.rJ 3 - O'-J~8 Name ofapplicant(s) ifotherthailo.wner: - ,t\'?x.n\.Js~:")Cf-.r _ t."-h?:.,~ !\lt~:E.eR,.!(:::1 !..-Lc. 7 Applicant mailing address: F. c. f)OX 1C)C1 t?, . C1(eeC\-H::vE.Y":: F L gQL1,') g ~ ~qq f:; Name of contact person (state relationship): LOf2'.13 A5rnU'5sc::.N., P. E. Contact person daytime pbone(s):( Btp '3) 1 t.o 3 - BCi'-llv Engineer: Name, address and phone number: ~f\ fn c P\(,) !\.PPU Li',-I".} T 8 sU7~~::~w~~~~sss FP{!B~Q~~~3~~ HL 5uRvF \( n\,J6 q- cf.JC::; J N~ EE..lpJ E;, CT)O() ~,,\^) ? fJe,>.c: 0 Y'E-ECf-;OB-:::E Fl... c;y<-; ') L8~3 )'ltQ 3 -Bt3b~1 ~ Vi'., 1~~~, N . ,~. ,...."". '."'~;..-:<<.;".f..:.,~;,..:,J:'.~~~r~!;X~~:jR~.qi-i:~f:9~~!~g~~{.;X:;)8t:;:t}I:;:~'g:<:-~;\;:,~:ELi"" :';, I Property address/direc.!ions to property: " .,': ' I 'II,. i NE II TN ...)T!<.EE. T I C>K..t:S"L H-.{)c.e E ~ 0 ' ' '-' I" oUcLK.. I fj I CiT\( 'OF o/<:r;:ECf.fD8CE L.OiS lu""r, 9 10 11 12 Parcel Identification Number .3 - \Jj - 3'1 - 35 -00\ 0 -~ o () i'S 0 - OJ BO ""~ 0 \ '10 Current Future Land Use designation: Jll'-H~:'lLE- rnrn~LV +- V Ac.A-\\,j"'\ C.DIYHI}Ef2.'~\H l.- Current Zoning district: OFF K...E €:AJl Lt:> \t...\ C:::t L. <::.:.-.Pc:> ') Describe the project including all proposed uses, how the business or use is expected to operate on the site, including but not limited to; number of employees expected; hours of operation; location, extent and type of any outdoor stqrage or sales, etc. Use additiQnal page if necessary, -r;-t!:: PC\L"jCC_ 'T u..::X....L.L c..t::::X)'5 \ J t. '...l:: ':':..'...-\"~i ,::i:.O'-/,; ~ <;.,. -( it:: cl, hUW10 "I .. 0 -ku:-d d-:; 13 14 Describe existing improvements on property (for example, the number and type of buildings, dwelling units, occupied or vacant, etc..). Use additional page if necessary. ~~~{~>!'-"1 \ ~:::rt ~::()'f~--;;-t~__ ti~.' l--~~ -:":) <::'~.'--.V''''~ , \ . Cr-'~C c:\ :5, ne;v,- o~ ~ lQ-t 0-=.,.....,,,'\ \'j ,. c . : c... ..,r,., t'.._...C,.. , t" "-.:>\.. '- '.: <' f_~:, ,_~. ..,' \ ""-, ,. -.".....v'"\ eve. \ or, "~r..', . "- __I ''- ._ . \_ ~\..,.. --nl e r- -c.YT') G., \ rK': f.'_ 'C Total land area in square feet (if less than two acres): 6t \ I I' 8,f..:) or acres: 0, 60 Is proposed use different from existing or prior use ( ./ Yes) LNo) Number and description of phases: ONE: 18 Source of potable water: C-ICq \.;0 A. T' E (Z;. ~ Method of sewage disposal: DUI\, 5-c v\..Jl::.r".: Rev_ 2/08 CITY OF OKEECHOBEE Application for Site Plan Review Page 2 of2 ..;.~,~,,{+',~;;";;);~~~:iJi~~~:.~~~!si_~~~~Ri!l~ti}m&Hg~~2j~!SK~~.r.:~}~~ffJffii~4~00Lt~ . Applicant's statem~ of interest in property One. (l) copy of last ret:oroed Warranty ~. Notarized letter ofoonSeilt from property owner (if applicant is d~nt from property owner) Three (3) sealed bomidary and topographic, "as is" surveys of the property involved including: a.. . certified boundary survey, date of survey, surveyor's name, address and phone number b. Legal description of site and parcel number c. Computation of total acreage to nearest tenth of an acre Two (2) .sets of aerials of the site. Eleven (11) copies of sealed. site plan drawings (see attached checklist for details to be included in site Ian Eleven (II) copies of dra.wing indicating facades for all buildings, including architectUral elevations. Eleven (11) copies of landscape plan, including a separate table indicating the number of trees and shrubs by type and showing both the official and common name of each type ofuee and shrub. Three (3) copies of sealed drainage calculations Other optional supporting documentation (pictures, etc.) v-- v--- 1 t?-9 (...-) c v1 (~ -r j.~ ~ '7/~ '-- 1/;>q t.,..--. 7/~ L- 1/")1 V ~30 Nonrefundable application fee: $400.00 plus $30.00 per acre. v NOTE: Submissions will be reviewed by the City Engineer and City Planner for all necessary documentation. The Applicant will be notified at least 10 days prior to the TRC meeting whether or not additional information is re uire to roceed or if the review will be rescheduled to the next TRe meetin . . Confirmati6n 9fTnfO~~ti~~~lirncy . .".:c"";>";;-':~,i;};;~'}";;;k.t:.' I hereby certify that the information in this application is correct. The information included in this applica- tion is for use by the City of Okeechobee in processing my request. False or misleading information may be punishable by a fine of up to $500.00 and imprisonment of up to 30 days and may resulting the summary dAnialofth- a lieation. rr f "--' _lDRIS AsO\u~St.J~ Printed Name Date For questions relating to this application packet, call the General Services Dept. at (863) -763-3372, Ext. 218 Rev. 2108 \<t50 01$'- S\~J ( 1IIImlllllluml~l~glmIIIIRII ParcelIDNwnber: 3-15-37-35-0010-00180-0170 . arranty Deed o . Indenture, Executed this August 30, 2007 A.D. Between FILE NUM 2007012092 OR BK 00638 PG 0879 SHARON ROBERTSON, CLERK OF CIRCUIT COURT OKEECHOBEE COUNTY, FL RECORDED 09/0~/2007 0~:39:2~ PM RECORDING FEES 18.50 DEED DOC 1,015.00 RECORDED BY H Arnold P9S 0879 - 880; (2P9S) PI<pored by IIld Ielum 10: PHYU./S WALKER 0Jca. Tl1ltle Title Company. Inc. IO-'KW61._ Okeechobce, fiorillo 34972 flU! NO. 29330 N& W. ILGEN aDd MARY A. ILGEN, HUSBAND llDd WIFE, w~ is 867 CUFF TOP ROAD, BLAINE, TN 37709, hereinafler called the grantor, to A.M.S. OLDINGS, LLC, A FLORIDA LIMITED UABILITY, AND ARlF SHAKOOR, dress is: P.O. BOX 448, OKEECHOBEE, FLORIDA 34973, hereinafter called rhe grantee: whose in the IcmI 'Vollllor'" and ..........lncIude DIlIIIo partie. 10 Ihia lllluu.....t IIIId 1110 heirs, Ie..' _Ii... IlId wians or lbo IUCC....". and DUi.... 0( corporalion.) WitD~ lbat the arantor, for and in consideration of the SUDI of Ten Donan. ($10.00) and other wluable considerations, rec~en::of is hereby aclcnowledged, hereby grants. bupins, seIJs, aJieos, remises, releases, conveys and confinns unto the grantee, .11 tha~ land situate in Okeechobee County, Florida, va: Legal Description as ~ . A' Parcel lD Numbe~35-0010-00180-0170 Subject to covenan~ ? . , easements of ",cord and IlIXCS for the current year. Together with all the Ie hereditaments and appurlcnances thereto belonging or in anywise appertaining. . ee simple forever. ADd lbe grantor hereby coveDanls~said grantee that the JIlIIllor is lawfully seized of said land in fee simple; thatlbe grantor has good ri&ht and lawful authority to a convey said land; thatlbe &ranlor bereby fully warrants the title to said land and will defend the same againsl the I. wfid claims wbomsoe\ler, and that raid land is &ee of aU encumbrances excepl taxes accruing aubsequCDtlo December 31, 2007. ID Witness Whereof, the said ~ d and sealed rh_ prcsenls the day and year first above written. Sig1led. sealed a1ld delivered ill our presellC , vt1eh ;j; / 4/~~r: .;--~ (Seal) (Seal) Slate of TENNESSEE County of ~ Tbe foregoing instrument was acknowledged hefan: me this August 30, 2007, by DONALD w. ILGEN and MARY A. ILGEN, HUSBAND and WIFE, who Ware personally known to me or who has produced a drivers license as identification. k~~4:~~ p~n~~:::bJjec ~rD Ii' N ~ Ao/)1a.S My CoDIDIIssI.. bpi... MY COM'" SlON EXPIRES FE&. 4, 2008 Book638/Page879 CFN#2007012092 Page 1 of 2 Exhibit "A" ~LOTS 17. 18 AND 19, BLOCK 18. OKBBCHOBEB, ACCORDING TO THB PLAT 'I'BEREOF RBCORDED IN PLAT BOOK 2, PAGE 17, PUBUC RECORDS OF sr. LUClB COUNTY. FLORIDA., A COPY OF SAID LAT BEING ALSO RECORDED IN PLAT BOOK I, PAGE 10, PUBLIC RECORDS OF OKEECHOBEB cgUNTY, FLORIDA ALSO RECORDED IN PLAT BOOK 5. PAGE 5. PUBUC RECORDS OF !KEBC80BEB COUNTY, FLORIDA ~ veO ~ ~ ~ ~ ~ ~O ~ ~ @ q ~ File Number: 29330 Loplllltlcrlptb ..... - HanaIeod CIooIn ClMIicc Book638/Page880 CFN#20070 12092 Page 2 of 2 . . . . . . . . . 1375 Jackson Street, Suite 206 Fort Myers, Florida 33901-2845 Phone: 239-334-3366 Fax: 239-334-6384 LaRue Planning & Management Services, Inc. Staff Report Site Plan Review Prepared for: Applicant: Petition #: City of Okeechobee AMSA Holdings, LLC & Shakoor 08-009 -TRC Staff Report Site Plan Review Application No.: 08-009-TRC Applicant's Name: AMSA Holdings, LLC & Shakoor Applicant: Asmussen Engineering, LLC P.O. Box 1998 Applicant Address: Okeechobee, FL 34973-1998 Contact person: Loris Asmussen, P.E. Contact Phone Number: 863-763-8546 Legal Description of Subject Property: 111 NE 11 th Street LOTS 17, 18 & 19 OF BLOCK 18 OF THE PLAT OF OKEECHOBEE AS RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5 OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. General Description: The Applicant received approval from the Board of Adjustment and Appeals in July of 2007. The proposed site plan under consideration is for a two-story building housing 14 assisted living units. Following is the Staff analysis of the project's consistency with the various City requirements and regulations. Instances where the Staff believes the submission to be deficient are n. 'l....I'...'fiu...llfed.. /. g.........g....... .,' \;FUtu~~U:ah4Jt~rli.~;;;'.\''o.7 .... " Zoning District: RMF East: Future Land Use Map Classification: Multi-family Existing Land Use: Vacant Zoning District: CHV West: Future Land Use Map Classification: Commercial Existing Land Use: Florida Community Health Center Page- 2 Staff Report Site Plan Review Application No.: 08-009-TRC Applicant's Name: AMSA Holdings, LLC & Shakoor Traffic, Ingress and Egress: Based on the ih Edition, ITE Trip Generation Manual, an assisted living facility has an average trip generation rate of 2.66 trips per assisted living unit per day and 0.22 trips/day at peak: hour. Using these figures, a 14-unit assisted living facility could be expected to generate about 82 trips per day and seven trips during the PM peak: hour. Staff does not believe this level of traffic will either adversely affect the City's ability to maintain its adopted levels of service or result in undo traffic congestion in the area. Comparison of Proposal with Dimensional Standards: In addition to the general requirements and limitations applicable to all uses in the RMF district, the Applicant must comply with the supplementary regulations for adult family care homes and assisted living facilities set forth in Section 90-695. In addition the site plan should be reviewed in light of the standards for special exceptions set forth in Sec. 70-373(b). Regulation Minimum parcel size(90-695) Area Required Provided 20,000sf 100' 22,444 sf 142.5' Building is set back about 60' from NE 11 th Street. Minimum front yard build- ing setback (See 90-695) Parking Setback Minimum side yard setback (See 90-695) 40' for building Minimum rear yard setback 25' but 50 abutting residential (See 90-695) Maximum lot coverage @ 30% = 6,733 sf (See 90-695) Maximum lot coverage & other impervious surfaces @ 60% =13,466 sf (See 90-285) Maximum hei ht (See 90-695) 45 feet 5,996 (26.7%) 59.3% (13,302 sf) Two sto , a rox. 30 feet Page- 3 Staff Report Site Plan Review Application No.: OS-D09-TRC Applicant's Name: AMSA Holdings, LLC & Shakoor Regulation Required Off- street parking (Sec. 90-512) 1 per unit or bedroom = 14 Minimum size 9' X 20' Handicapped 12' X 20'plus 5' aisle Off-street loading (Sec. 90-513)& [Sec. 90-511(c)] Minimum driveway width (Sec. 90-511) Landscaping Total Site (Sec. 90-532 per Ord. 1010, adopted 2-19-08 Parking & Vehicular Use Areas (Sec. 90-533, per Ord. 10 10, adopted 2-19-08) One, 10' X 30' Spaces between 750 and 900, 24' Minimum of one tree per two units or bedrooms = 28 trees 15 spaces @18 sf/required space = 270 sf landscaped area plus I tree/ 72 sf of required landscaped area = 4 trees, One landscaped island (5' X 15') for each 10 spaces with a maximum of 12 uninterrupted spaces in a row =1.5. This would normally be rounded up to two landscaped islands. Minimum dimension of landscaping is four feet, except adjacent to buildings. Minimum. 2' landscaping between vehicular use areas and buildings Provided 15 on site, including one space designated for the handicapped, adjacent to 5' walkway. Four on-street spaces shown. All spaces are of adequate SIze. One, 10' X 35'. The 10' landscaped buffer area along the perimeter of the parking area can count towards the required landscapin in the arking area. We do not feel rounding up to the second landscaped island is warranted in this instance, considering the limited number of spaces and the 10' buffer along the perimeter of the parking area. Page- 4 Staff Report Site Plan Review Application No.: 08-009-TRC Applicant's Name: AMSA Holdings, LLC & Shakoor Regulation Reg uired Provided Landscaped Buffers 10' on street frontage; 2' along It appears that the buffer areas (Sec. 90-534, per Ord. 1010, other property lines. meet the minimum depths of adopted 10' along street frontages and 2- 19-08) Therefore, based on 116.5 non- 2' along other property lines. driveway frontage along NE 11 the The minimum number of trees Street and about 467.5 feet along and shrubs exceeds the mini- the other three property lines mum buffer requirement. indicates there should be there should be about 1,165 sf of land- scaped area along the roadway frontage and about 935 sf along the balance of the perimeter = total of about 2,100 sf of buffer area. At 1 tree & 3 shrubs/300 sf of required buffer = 7 trees and 21 shrubs. Trees may be planted in clusters, but shall not exceed 50' on centers abutting the street. Sidewalks (Sec. 78-36): A sidewalk is shown along NE 11 th Street A lighting plan should be submitted that meets the standard adopted by the City under Ordinance 1010 on February 19, 2008 of an average of one-half horizontal foot -candle power of artificial lighting. Dumpster Location: in a manner that Compatibility with the surrounding area: A Special Exception should also be considered in light of the standards set forth in Sec. 70-373(b). Those that concern the physical development of the site as opposed to the appropriateness of the use are primarily associated with the following requirements to: "(2) Demonstrate how the site and proposed buildings have been designed so they are compatible with the adjacent uses and the neighborhood, or explain why no specific design efforts are needed. (3) Demonstrate any landscaping techniques to visually screen the use from adjacent uses; or explain why no visual screening is necessary. Page- 5 Staff Report Site Plan Review Application No.: 08-009- TRC Applicant's Name: AMSA Holdings, LLC & Shakoor (4) Demonstrate what is proposed to reduce the impacts of any potential hazards, problems or public nuisance generated by the use or explain how the nature of the use creates no such potential problems. " The general scale of the facility is not particularly out-of-scale with the surrounding neighborhood, and the Applicant has proposed a six-foot high wall which will somewhat buffer the single-family residence to the north. However, the setbacks proposed in the site plan are seriously deficient with respect to the minimums required under the special exception requirements. In fact the only setback that has been met is that from NE 11 th Street, and this is because of the location of the parking between the road and the building. The greater setbacks required for assisted living facilities are intended to provide a buffer for nearby residentially zoned properties and to buffer an assisted living facility from other uses, notably adjacent commercial or other nonresidential uses. While the minimum lot size for an assisted living facility is 20,000 square feet, with the greater setbacks required, such a small lot does not work well when it is adjacent to residentially zoned properties. Recommendation: There are serious problems with the deficiencies in the setbacks from residential property lines on the north and east, and even the setback from the commercial property to the west is inadequate. These deficiencies will require major reconfiguration of the overall site plan since variances are not applicable to special exception requirements. Submitted by: James G. LaRue, AICP Planning Consultant August 19,2008 TRC Hearing date: August 27,2008 Attachment: Zoning map and Property Appraiser's aerial of subject property. Page- 6 Staff Report Site Plan Review Application No.: 08-009-TRC Applicant's Name: AMSA Holdings, LLC & Shakoor Property Appraiser's aerial of property Page- 7 Staff Report Site Plan Review Application No.: 08-009-TRC Applicant's Name: AMSA Holdings, LLC & Shakoor ZONING NOORUDDIN AlF SITE AND ENVIRONS NE 12th 81. \ \\ \ \ \ \ \ \ \ \ \ \ ~ V ~ . (/) . ::> . """,,,",,__. ,_'W ~""__"'.'O><W'.-u~w.,.,_,.,_,~.._..." ZONING (j) CHV CLT CPO H RMF 300 [~- o 300 600 Feet Page - 8 Sec. 70-373. Special exception use by board of adjustment. (a) Authorization. The board of adjustment shall: (1) Hear and decide only petitions for a special exception use under the zoning districts in these regulations. (2) Decide such questions as are involved in determining whether a special exception use should be granted, and to grant a special exception use with such conditions and safeguards as are appropriate under these regulations. (3) Deny a special exception use when not in the public interest or in harmony with the requirements of these regulations. (b) Standards for granting a special exception use. Applicants for a special exception use shall address the following issues in their presentation: (1) Demonstrate that the proposed location and site is appropriate for the use. (2) Demonstrate how the site and proposed buildings have been designed so they are compatible with the adjacent uses and the neighborhood. (3) Demonstrate any landscaping techniques to visually screen the use from adjacent uses. (4) Demonstrate what is proposed to reduce the impact of any potential hazards, problems or public nuisance generated by the use. (5) Demonstrate how the utilities and other service requirements of the use can be met. (6) Demonstrate how the impact of traffic generated will be handled, off site and on site. (c) Findings required. In granting a special exception use, the board shall find that: (1) The use is not contrary to comprehensive plan requirements. (2) The use is specifically authorized as a special exception use in the zoning district. (3) The use will not have an adverse effect on the public interest. (4) The use is appropriate for the location proposed, is reasonably compatible with adjacent uses, and is not detrimental to urbanizing land use patterns. (5) The use will not adversely affect property values or living conditions, nor be a deterrent to the improvement or development of adjacent property. (6) The use may be required to be screened from surrounding uses, to reduce the impact of any nuisance or hazard to adjacent uses. (7) The use will not create a density pattern that would overburden public facilities such as schools, streets, and utility services. (8) The use will not create traffic congestion, flooding or drainage problems, or otherwise affect public safety. (d) Special exception use not granted. The board of adjustment shall not grant a special exception use petition where there is an existing violation of these regulations. (e) Change of ownership. If ownership of property subject to a grant of a special exception by the board of adjustments is transferred, including by sale or inheritance, the special exception use and the conditions and length thereof shall continue as provided in the original grant. (f) Nonuse. If the special exception use granted by the board of adjustment should fail to exist or fail to be used for a continuous period of 180 days, then such use shall lapse and the current owner be required to reapply as provided in this division. In case of hardship, where the loss of such special exception would materially affect the integrity of any mortgage or other fmancing arrangement on the subject real property, the board of adjustment may consider such hardship in granting a renewal of such special exception. (LDR 1998, 9253) Asmussen Engineering LLC. Engineering & Environmental Services StateTnent of Authorization - I. j)IJ fA ~ it -mm Jf.} !tIPD J21{/JJ))cJ.J .. owner" authorize Asmussen Engineering to act as (print Owner's Name) AgentlRepresentative on my behalf in all aspects of applying for and obtaining permit(s) relating to the ~,,; 5 fa-J ill/) ~ -6" LA'ti;t, (PnntProjeets N e) project. ~~ (Owner's Signature) 7/J-JJ/Ob . (Date) I Loris Asmusse~ P.E. Certificate of Authorkation NIII'IIber: 26134 E-mail: .Iasmusse(li)embaramailcom P.O. Box 1998, Okeecllobee, FL. 34973-1998 Oftice: (863) 763-8546 Fax: (863) 467-8560 Located at (jOO SoatIa Parrott Ave. Okeechohee, Florida 34972 7/29/08 I Muhammad Noruddin (A.S.MA Holdings LLC,) Intend to build an assisted living facility- located at III N.E. 11th street, Okeechobee Florida. Asmussen Engineering bas been contracted to facilitate in City of Okeechobee Site Plan Review. ~uhMa;N~a f,/7 .< N~ 22961 ... CITY OF OKEECHOBEE, FLORIDA 55 S.E. 3rd Avenue, Okeechobee, FL 34974 (863) 763.3372 ..... 20 () f(" $ Lf3:j,Or) t#;y,/7 POST -DEVELOPMENT LAND USE CALCULATIONS Project: A.m.s.a. Assisted Living Project #: 07292008-1 Land Use Table Use Building = D.RA @ Bottom = D.R.A. (Slopes) = Asphalt = Concrete = Remaining = TOTAL = Imp. lac) Pervious (ac) I 0.13 -I___il.OO_. ,_ 0.00 -1-- 0.05 l____ O.OO___j____g:.Q~___u_ I 0.14 I 0.00 r------l- f----- g:~k---- --- ~:~~ r 0-28 I 0.23 Staae-Area Table Find Curve Number: r-.--....._-..~---) Avg. Pervious Ground EI. =L__ 25.7~__J Control Elevation = I 25.00 i Distance to Water Table =1 0.70 I Soil Storage =. 10.30 inches Soil Storaae Table From B.O.R P , 87 Depth to Cum. Water W.T. (ft) f- StoraQe (in) 1.0 0.6 1.5 1.6 2.0 2.5 2.5 4.6 3.0 6.6 3.5 8.8 4.0 10.9 Revised: Engineer: CPN Date: 7/29/2008 Total lac) 0.13 0.05 0.03 0.14 0.01 0.15 0.51 Find the basin's soil classification and input below as "Soil Storage" using the above "Depth to W.T.". Developed Pervious Area = r 0.23 i Undeveloped Pervious Area = [=~=QOQ=~J Soil Storage =: 10.30 I Soil Moisture Storage (S) =1 3.44 Curve Number = 74 alf.x/sPost-LU &lli QbttJ 1 ~ a1'-ato~ Storm Event Summary Table PROJECT DRAINAGE SUMMARY Project: A.m.s.a. Assisted Living Project #: 07292008-01 ~3 Year - 1 Day ~10 Year - 1 Day l25 Year - 3 Day * 1100 Year - 1 Day f 1100 Year - 3 Day f 11 00 Year - Zero Discharge ** l Revised: Engineer: CPN Date: 7/29/2008 ( I I Pre-Development Maximum Maximum Discharge Stage ecfs) NGVD - - - - - - - - - - - - Post-Development Maximum Maximum Discharge Stage (cfs) NGVD - - - - - 28.1 - - - - - 29.2 TP40 Rainfall Events: 3 Year 1 Day = 10 Year 1 Day = 25 Year 3 Day = 100 Year 1 Day = 100 Year 3 Dav = 4_0 inches 5.0 inches 6.0 inches 8.0 inches 10.0 inches a/f.x/s,Project Summary POST -DEVELOPMENT WATER QUALITY CALCULATIONS Project: A.m.s.a. Assisted Living Project #: 07292008..()1 Revised: Engineer: CPN Date: 7/29/2008 1-inch Over the Project Area (Treated Volume) 1-inch 1-ft:I12-in * 0_51 =1 0.04 AC-FT PROJECT AREA TREATED VOLUME 2.5-inches Times the Percent Impervious (Site Area) 0.51 -( 0.00 + 0.13 ) = 0.38 AC PROJECT Water AREA CAC} Management(A ROOFS CAC) SITE AREA C) (Impervious Area) 0.38 0.23 = 0.15 AC SITE AREA PERVIOUS AREA IMPERVIOUS (AC) (AC) AREA (% Impervious) IMPERVIOUS AREA .. 100% = 40.00% SITE AREA lAC) (2.5-in * % Imp.) 2.5-inches .. 40.00% = 1.00 PERCENT INCHES TO BE IMPERVIOUS TREATED (Treated Volume) 1.00 .. 1-ft:I12-in 0.51 =J 0.04 AC-FT TREATED (IN) PROJECT AREA - TREATED LAKES CAC) VOLUME Required Wet Detention = 0.04 AC-FT Required Dry Detention (0.75% of wet) = 0.03 AC-FT Required Retention (50-% of wet) = 0.02 AC-FT Dry Pre-Treatment (Commercial/lndustial Only) - 0.02 AC-FT Total Required Treatment = 0.04 AC-FT RESUL TS: Project will provide 0.18 AC-FT with Dry Retention System. alf.x/s,Post-WQ POST STAGE-STORAGE CALCULATIONS Rev/sed: Project: A.m.s.a, Assisted Living Engineer: CPN Project #: 07292QOS.()1 Date: 7/29/2008 ComputatIon Type Stuge-Storage Starting Singe 26.0 Ending Sblge 31.0 Stnge Increment 0,50 Note: Stage Increment < End Elev - Start Elev D,R.A @ Name Building Bottom D.RA, (Slopes) Asphalt Concrete Remaining Area 0,13 0,05 0,03 0.14 0.01 0,15 Start Elev 27,10 23.40 23.40 25,20 25,20 25.40 End Elev 0,00 0,00 28,00 26,80 26,90 0.00 Stage Vert Vert Linear Linear Linear Vert Total Feet Storage Storage Storage Storage Storage Storage Storage NGVD Ac-ft Ac-ft Ac.ft Ae.ft Ac-ft Ae.ft Ac.ft 26.0 0,00 0,12 0,02 0,03 0,00 0,09 0.3 26,5 0,00 0,14 0.03 0.07 0,00 0,17 0.4 27,0 0,00 0,16 0,04 0.14 om 0.24 0,6 27,S 0.05 0.18 0.05 0,21 0.01 0,32 0,8 28.0 0.12 0,21 0.Q7 0.28 0,02 0.39 1.I 28,S 0,18 0.23 0.08 0.35 0.02 0.47 1.3 29,0 0,25 0,25 0,10 0.42 0.Q3 0.54 1.6 29,S 0,31 0.27 0.11 0.49 0.03 0.62 1.8 30.0 0,38 0.30 0.13 0.56 0,04 0.69 2,1 30,S 0,44 0.32 0.14 0,63 0,04 0.8 2.3 31.0 0,51 0.34 0,16 0,70 0,05 0.8 2.6 .lfxls,Po.,' -ss POST-ZERO DISCHARGE STAGE CALCULATIONS Revised: Engineer: CPN Date: 7/29/2008 Project: A.m.s.a. Assisied Living Project #: 07292008-01 Area, A (ae) = 0.5 I Curve Number, CN = 74 Soil Storage, S (inches) = lOOO/CN - J( 3.44 Depth of Runoff, Q (inches) = (P - 0.2S)2/(p + 0_8S) Volume, V (AC-FT) = A * Q O-Dis. Routed V Stage Stage DischaTge P (inches) Q (inches) (AC-IT) IT-NGVO FT-NGVD CFS 3 Year-.I Dav 4 1.62 0.07 27.3 N/A 0.0 10 Year- I Day 5 2.40 0.10 27.7 N/A 0.0 25 Year- 3 Day 6 3.22 0.14 28.1 N/A 0.0 100 Year - 1 Day 8 4.97 0.21 28.9 N/A 0.0 100 Year - 3 Day 10 6.80 0.29 29.2 N/A 0.0 Results: alf.x/s.Post-odis A T LAN. TIC OCEAN , t --t----- f L_ t L. JUPITER ":5 WEST . PAL... BEACH 5.5 6 6_5 JilAPLES ., ,J. UMIT :> 'MetES ..... 1 o 10.20 ;)0 "LES .J>Sl~t1'r .. FIGURE C-2. l-DAY RAINFALL: 3-YEAR RETURN PERIOD ~. ATLA.TIC OCE-AlI .t -~- & , L~c t '1 & F'T. PERCE & f ( j t I WEST ..AL.. BEACH !t 8 . S 10 II 10 5 - d8&IR DALE " ..;6 UN::r z .INCHES .... I 13 1020313 lIn.Es ~~~ FIGURE C-4. 1-DAY RAtNFALL: 1a-YEAR RETURN PERIOD ~ A- T L A-. TIC OCE~JI .- --t --- ~ I L_ t rT. f'!E~CE. r ~ ,JUPITER WEST PALM BEACH to NAPl.ES . " ..;6 UN fT ~ .1NCME.S - .J o 10 20- 30 ..1LES . ~~O~.. ~ s :fiI19 FIGURE C-5. 1-DAY RAINFALL: 25-YEAR RETURN PERIOD ATLANTIC OCEAN J t - ---J. - -,... I L_ . , . : tTE~ u NAPLES 18 BOCA RATON IS .4 t:'ORT LAOI:ERDALE " ... UNIT" ...eHES ~- .. o 10 20 30 .'U1.O ~. o~, FIGURE C-6. l-DAY RAINFALL: l00-YEAR RETURN PERIOD A.TL A./f TIC OCEAN I t --1-- I L_ 1 . IG WEST ~AL" BEACH 16 NAPLES Ie 20 22 - 9OCA_ AArON 22 zD 18 L~RDA1...E FfGU.RE C;..9. 3-DAYRAfNFA-LL: l00-YEAR RETURN PERf 00 ~o~; ~ UN IT : lNCHe.S ... . o 10 20 30 WILES A- T L A. If TIC OOEAN I t ---t--- J L:_ . .IUP':TER WEST Plot-Jot BEACH II '2 13 BOCA. RATON NAPLES UN1:r-" INCHES ~- S ~O~, JO~ FIGURE C-1. 3-DAY RAINFALL: 10-YEAR RETURN PERIOD o 10 20 IItl..ES . 3D - Okeechobee County Property Appraiser w.c. "Bill" Sherman, CFA - Okeechobee, Florida - 863-763-4422 PARCEL: 3_15_37-35-0010-00180-0080 - MUL TI-FAM (000300) CITY OF OKEECHOBEE LOTS 8 9 10 BLOCK 18 Name:GAGBEE INC LandVal Site: 110 NE 12TH ST, OKEECHOBEE BldgVal . 12575 HWY 70 E ApprVal Mall: OKEECHOBEE, FL 34972 JustVal Sales 7/3/2008 $86,700.001/ U Assd Info 3/1/2004 $75,000.001/ U Exmpt 9/111992 $19,000.001/ Q Taxable $51,300.00 $35,304.00 $86,604.00 $86,604.00 $86,604.00 $0.00 $86,604.00 This information, Last Updated: 8/18/2008, was derived from data which was compiled by the Okeechobee County Property Appraiser's Office solely for the governmental purpose of property assessment. This information should not be relied upon by anyone as a determination of the ownership of property or market value. No warranties, expressed or implied, are provided for the accuracy of the data herein, it's use, or it's interpretation. Although it is periodically updated, this information may not reflect the data currently on file in the Property Appraiser's office. The assessed values are NOT certified values and therefore are subject to change before being finalized for ad valorem assessment purposes. DESCRIPTION: ..~."'''~l'''=''.'''''.'''.''''''_'''''''''''.'''<'''''''~'''"~'"'''"''"'''''_.__........<.........Oo.1llAl.llU.._................:r...""..IIiUUIl........_........................................................u..;WIUUO.........H....U.__._....................._...........""".lI.iI.....I..."IUI..U.._.._ft.LHIlIICIIIIIl..:MlIlI:IlU.:.'"'.__..........."~._......,::O..U___......._........._...._........""""...................a;_'llt.. ( ~ i ! l ADDRESS: F.I.R.M. ZONE: LOT 13 LOT 14 LOT 15 LOT 16 LOTS 17, 18 & 19 OF BLOCK 18 OF THE PLAT OF OKEECHOBEE AS RECORDED IN PLAT BOOK 1, PAGE 10 AND PLAT BOOK 5, PAGE 5 OF THE PUBLIC RECORDS OF OKEECHOBEE OF OKEECHOBEE COUNTY, FLORIDA 104 NW 11 th STREET L 1 inch = 30 ft. GRAPHIC SCALE 30 0 15 ~.,. I F 0::: o Z PARCEL LIES WITHIN THE CITY LIMITS OF OKEECHOBEE FLOOD ZONES HAVE NOT BEEN DETERMINED IN THIS AREA LOT 18 I BLOfK ~I ~ ..... RESIDENCE ~ I '" ~ "! "! u ~ u 22.3 B ~ 8 io J0- g g z CONC DRIVEWAY ",. d L LOT 10 1_ LOT 9 47.5' PLAT 47.5' PLAT '-- OHW ~ I I I~ i5 _._~ I I~ lei --.jl 15' 15' ALLEYWAY N 89857'23" W 142.59' I I ~ I~ ~ II) 4' CHAINUNK FENCE ...1'\0 ~ LOT 17 '" ;., d ~ z ",. d lj ~ FND IRC (lWPS) FND IRC (HOOVER) N89858'12"W E/P E/P E/P E/P 142.59' 30 I LOT 8 47.5' PLAT FND IRC ( S) 47.5 PLAT ~ FND IRC (HOOVER) d ~ JIl d LOT 19 18 ~ ~ I /:>7J M/t-U j;i ~(J) '0 ~o .... g LOT 20 c5 ...r. .FENCE a.l'W fTI ...r. 01 P o q CONC. ENCROACHES 5.1' E/P NE 11 th STREET d/3 d/3 d/3 E/P STANDARD NOTES: 1. No search of the public records for determination of ownership or restrictions affecting the lands shown was performed by the surveyor. 2. The survey depicted here is prepared exclusively for those parties noted. 3. No responsibility or liability is assumed by the surveyor for use by others not specifically named. 4. Not valid without the signature and embossed seal of Florida licensed surveyor and mapper #4820. 5. There are no visible above ground encroachments except as shown. 6. No attempt was made to locate underground improvements and/or encroachments (if any) as part of this survey. 7. This survey was prepared in accordance with minimum technical standards established by the Florida Board of Surveyors and Mappers (Chapter 61 G17-6, F.A.C.) pursuant to Section 472.027, Florida Statutes. NOTES No search of the public records for determination of ownership or restrictions affecting the lands shown was performed by the surveyor. The survey depicted here is prepared exclusively for those parties noted and is not covered by professional liability insurance. No responsibility or liability is assumed by the surveyor for use by others not specifically named. Not valid without the signature and embossed seal of a Flarida licensed surveyor and mapper. PREP ARED FOR THE EXCLUSIVE USE OF: F'AEED KAHN MUHAMMAD NORUDDIN GULF'SlREAM BUSINESS BANK A.M.S.A. HOlDINGS LLC. OKEE-TANlI lITLE INSURANCE COMPANY, INC. lICOR lITLE INSURANCE COMPANY FIRST AMERICAN lITLE " INSURANCE COMPANY UNITED GENERAL lITLE INSURANCE COMPANY 70' R /W d/3 d/3 E/P DESCRIPTION BOUNDARY SURVEY DATE 07-18-07 BY CK KB KB DESCRIPTION REFERENCE: DREF FB/PG: SEE FILE SCALE: BOUNDARY SURVEY \, BEARING REFERENCE: BREF . FILE: 13347-071807.DWG JOB NO: 13347 " ...~......,."."".."........................__.......................-................._....<....."h......'.~..._.........".......-......_.....wou.....<'''''...."...,...'''''......._........"........................................................,.................,'"..............___.... ...............~""........................."'."...'..,....."............,.................._........................., ."'...........,......,........,....""..,.u.......~.....,;..'"......"'".,.......,.....,...,.... ~eil~...'................,..............""---_.........."".........._......._..............or........_.......n..............,,,__.""........,,.............""...._............_-...''''..""..............._.._.,............,...'''.._..''''~ TRADEWINDS ;p 7'-~UYrval Y fMLu-ivQ4" J 'YVC/. Certificate of Authorization No. LB 6719 200SW 3rd AVENUE Okeechobee. FL 34974 Tel: (863) 763-2887 ~:(f' ~41.~411 K nnet: A. reaux. Jr. (PSM 820 \;..".",..,...."..,,,..,,,,,,.,..,,,,,.....,,...,.,...,,,...,..."'.,,.........,.,....."...."....,....."._""........,.....""..............,..."'".."~'..m.".."_.....ffl.....'.....,........."''',.".".....,,..............._._.,_..../ ....._....._.....,_.._,..................~..,"',.._.................''''..--...._.....,......,.......""'",.......""..,...".u..........."..,...,.....,...."...""',.....,..,.,.,",.,,,...,.,.'....1;,: " LEGEND O-Set Iron Rod and Cap PSM D-Found CM .-Found Iron Rod (and Cap) @ -Found Pipe (and Cap) ABBREVIA TIONS Il=Baseline;BM=Benchmork; Il=Centerline; C=Calculated; CA TV=Cable TV; CM= Concrete Monument; CONC=Concrete; D=Deed; C>=Delta or Central Angle; E=East; E'L Y=Easterly; E/P=Edge of Pavement; ESMT=Easement; F.I.R.M.=Flood Insurance Rote Map; FND=Found; IP=lron Pipe; IR&(C)=lron Rod (and 10 Cap); L=(Arc) Length; M=Measured; MH=Manhole; N=North; N'L Y=Northerly; NGV(D)=Notional Geodetic Vertical (Datum) of 1929; NTS=Nat to Scale; OHW=Overhead Wires; It=Property Line; P=Plat; PC=Point of Curvature; PCC=Point of Compound Curvature; PCP= Permanent Control Point; POB=Point of Beginning; POC=Point of Commencement; PRC=Point of Reverse Curvature; PRM=Permanent Reference Monument; PT =Point of Tangency. PU&D=Public Utllitiy and Drainage; R=Radlus; R/W=Right-of-Way; S=South; S L Y=Southerly; T=Tangent, TEL=Telephone Splice or Switch Box; W=West; W'L Y=Westerly; UTIL=Utility(ies); ~=Spot Elevation based on indicated Datum. ~,...,....,.........,...,....""....._..........r..........................."'""................,..............,..,...............,....._...........,.."......,......,...,.".""..._.............""'''''.'''''' @2llOt _.._.AII> 'l J> . ~ : ~;:;o ~ '" ~ '" '" "{!:. .!. )>- 8 i . ~~M '" ~ c '" 0 '" ~ z ~ ~ .. ~ o Ii; PRELIMINARY SET - 10'-0. 1"- g'-o" 2'-0 " "" ! z -I m ... ~ ... o Z I II 111111111111111I11111111I1111 10'-0. 1"- 9'-O~ .31'-1\}4" 2'-0 8'-91'" " NOT FOR CONSTRUCTION Assisted Living Residence GMD N.E. 11th Street CONSTRUCTION CO. "TURNING DREAM HOMES Okeechobee, Florida INTO REALlTY- (561) 625-HOME ... ill ~ Bi '" -< ..~:\& CITY OF OKEECHOBEE Application for Site Plan Review Page 1 of2 Betty, insert city seal City of Okeecbobee GeD~l Services Department 55 8.E. r Avenue, Room 101 Okeecbobee, Florida 39974-2903 Pbone: . (863) 763-33n. en. itS Fax: (863) 763-1686 e-mail: clement@cltyofokeeebobee.eom Name of propertY ~wn~s): V I:> \ T\ N~:. ~U...-~ 2 .Owner mailing ad~: . .. Name of applicimt(s) if other.14ah owner: Applicant mailing ad~: . 5 'Name of coDtact J?erson (statere.lationship): 6 Contact person daytime phone(s): b ""' Engineer: Name, address and.phone number: A'5mU56enCnz}me..er-\"". LLc.. P.O, (3ox \ C1C\€> . ~ - 86'4(0 Surveyor: Name,.addres;sandphonenum~r:j_" . r-...... -~"", n ';'IIQ,,4 D\,a\~ SurV<""'-I''''g 80'-\ ~."..... 3t"Cl ""\1(" .....,,<..<-Ii....n,J".J'<..C, t-'- ....-.. . . Y~OC1 . --J,~:~~ .~l.:.~ ;'~~"';.'.4?!-~,,,;,.,,,~,<:_,;;c:-.~.~~,:.;'. .:~~~!!~l!!:Ji..~j'~~~~ Property address/directions to property:. - ~5 '5&. ard '5-\. O~~~~ FI 3YQ'1'4j ~\ 41-l1 -+ '10 ~ ~+ '40 t: to '56 rcl ~ C!, ffio...\{.(,. r~9 y,-t- I +ro.ve. \ paJJ: p()..l~ .". 10 Parcel Identification Number 3 _ \ ~ - 3"1- '5 - C 0\ U - 0 \ J \ 0 ' ~O?Q 11 Current Future Land Use designation: t..o 'i"i'\f'i'\14! if i. 0.\ 12 Current Zoning district: o-tf' \ C:.R.... e~ \ ~ \ C \' ~ Describe the project including all proposed uses, how th usiness or use is expected to operate on the site, including but not limited to: number of employees expected; hours of operation; location, extent and type of any outdoor storage or sales, etc. Use additional page ifnecessary. , ~ pc6~t;' ~UJ,.. c'.c:r~\~~::5 O~ o-:n o.)';~~~\~*<.C:.\ \\v\nCJ -9o..ci \'l..h~, . U:)\-\h 3 \ lU'; -t ~ .~ d ns ~ ae\ ~\.~~ ~ o..v\;.\....~). C).Q:e~,s.s ~'l\'V-<i!-S w o..re.v t'nafi Ci e MJ..vJ:., fM.\~ \ (M j C.d \ Describe existing provements on pro (for example, the number and of Idings, dwelling units, occupied or vacant, etc.). Use additional page if necessary. l\.\~ g.a~"\i;~l'''' \ Q t Co I\t4H\.r 14 0.(\ th~;J~"~~~~ fS\~';:).:\P'" ~"ltW';:'~~ fC~V.\p\~ . tV\e r{lM/1,U'~~ oE- \,~ \~t \ 5 'J~~\.f~~(t~~~\fJ>~"': 3 4 7 8 9 13 15 T otalland area in square feet (if less than two acres): l.-\ ~ 16 Is proposed use different from existing or prior use Number and description of phases: or acres: \. I:) Sa LNo) 17 't.:J{~! \ "C~'. '.' ,I 0\\9-.. ?~)-.-L C-0t"Yi P\'"",-ILlc 18 Source of potable water: ~LL t},,}a.\~1t' 119 Method of sewage disposal: CIj f:\ ~ e.,l.l"HV Rev. 2/08 CITY OF OKEECHOBEE Application for Site Plan Review page 2 of2 . Applicant' s ~teme.~ of interest in pro{)erty 21 One: (1) copy 6f1ast rec~ed warranty deed 22 Not:8rlzed lett~r ofcOnSerit fron1 property oWner (if applicant is different from property owner) Three (3) sealed boUndary and topographic, "as is" surveys of the property involved including: a. - certified boundary ~,.date of survey, surveyor's name. a~dresS and phone number - 23 b. Legal description of site and parcel number c. Computation oitatal acreage to nearest tenth of an acre 24 T~o(2).sets ofaerla1!> ofth~site. . 25 Eleven (11) copies of sealed- site pl8n drawings (see attached checklist for details to be included in site Ian 26 Eleven (11) copies of drawing indicating facades for all buildings, including architectural elevations. Eleven (11) copies oflandscape plan., including a separate table indicating the number of trees and shrubs by 27 type and showing both the offici~ and common name of each type of tree and shrub. 28 Three (3) copies of sealed drainage calculations 29 Other optional supporting documentation (pictures" etc.) 30 Nonrefundable application fee: $400.00 plus $30.00 per acre. 7, (?t:~ ~ NOTE: Submissions will be reviewed by the City Engineer and City Planner for all necessary documentation. Tbe Applicant will be notified at least 10 days prior to the TRC meeting whether or not additional information is re uire to roceed or if the review will be rescheduled to the next TRC meetin . :~;:i;'-lt~~~~~~~~~:~~....... .~o,:: I hereby certify that the information in this application is correct. The information included in this applica- tion is for use by the City of Okeechobee in processing my request. False or misleading infonnation may be punishable by a fine of up to $500.00 and imprisonment of up to 30 days and may resulting the summary nial of this application. ,) . v-- v- Lor'ls !:\SMV*SSt:.r. Printed Name 1.. ~~..aoo 8 Date For questious relating to this application packet, call tbe General Service$ Dept. at (863) -763-3372, Ext. 218 Rev. 2/08 1375 Jackson Street, Suite 206 Fort Myers, Florida 33901-2845 Phone: 239-334-3366 Fax: 239-334-6384 LaRue Planning & Management Services, Inc. S1aff Report Site Plan Review Prepared for: Applicant: Petition #: City of Okeechobee VlSiting Nurse Association of Florida 08-010 -TRC Staff Report Site Plan Review Application No.: 08-010-TRC Applicant's Name: Visiting Nurse Association of Florida Inc. General Information: A licant: Visitin Nurse Association of Florida, Inc. A licant Address: 2400 SE Monterey Road, Ste 300 Stuart, FL 34996 Contact erson: Contact Phone Number: 772-286-1844, X-I 039 Legal Description of Subject Property: Parcel One - A parcel of land lying in NW % of the NW % of the NW % of Section 22, Township 37 South, Range 35 East, being more particularly described as follows: Commencing at the Northwest corner of Lot 4 of Block 171, OKEECHOBEE, according to the plat thereof recorded in Plat Book 5, Page 5, public records of Okeechobee County, Florida, thence run South along the West line of said Lot 4, and the extension thereof, also being the East right-of-way line of S.E. 2nd Avenue (formerly Tallahassee Street), for a distance of 157.5 feet to the POINT OF BEGINNING; thence continue South, along the East line of said S.E. 2nd Avenue, for a distance of 142.5 feet to the intersection with the North right-of- way line of S.E. 2nd Street (formerly ih Street); thence run East, along said North line of said S.E. 2nd Street, for a distance of 217.9 feet to the Southwest corner of a parcel of land described in O.R. Book 1 at page 107, public records of Okeechobee County, Florida; thence run North, along the West line of said parcel of land for a distance 142.5 feet to the Northwest corner of said parcel, being a point 157.5 feet South of the North line of said Block 171; thence run West, paralleling the North line of said Block 171, for a distance of 217.9 feet to the POINT OF BEGINNING. Parcel Two - Beginning at the intersection of S.E. 2nd Street, f/k/a Seventh Street, and S.E. 3rd Avenue, f/k/a Cherokee Street, in FIRST ADDITION TO OKEECHOBEE, FLORIDA, according to the plat thereof recorded in Plat Book 5, Page 6, public records of Okeechobee County, Florida; thence run West along North boundary of S.E. 2nd Street, a distance of 82.1 feet; thence run North at a right angle with S.E. 3rc Ave, a distance of 142.5 feet; thence run East at right angle with S.E. 2nd Street, a distance of 82.1 feet, to the West boundary of S.E. 3rd Avenue; thence run South, along West boundary of S.E. 3rd Avenue to the intersection with S.E. 2nd Street, being the POINT OF BEGINNING. General Description: The Visiting Nurse Association of Florida received approval from the Board of Adjustment and Appeals (BOAA) on July 18, 2008 for a special exception to allow an assisted living facility on the subject property which is located in the CPO zoning district. The facility will provide care for up to 37 residents and will have about 18 employees. The facility will operate 24 hours-a- day, but the Applicant offered that deliveries will be limited to between the hours of 7 am and 7 pm. The Board's approval included a recommendation that the TRC take note of the paving, amount of landscaping, delivery schedule, and that the TRC ensure that the size of the building be consistent with the size of the lot and the area in which it is located (i.e., surrounding neighborhood). Page -2 Staff Report Site Plan Review Application No.: 08-010-TRC Applicant's Name: Visiting Nurse Association of Florida Inc. Following is the Staff analysis of the project's consistency with the various City requirements ~~!~~~~tions. Instances where the Staff believes the submission to be deficient are In.................'...................~<.....................'.................'..g.......................ma....................'..'..'.................. ' "-, . ',. -, ..' ~ ..,' ," . ,-,-,', ......_-,- ,. . .......---.-.".. ,. ...._'..,...' -,....".. Adjacent FLUM Classifications, Zoning Districts, and Existing Land Use Zoning District: RMF and CBD East: Future Land Use Map Classification: Commercial Existing Land Use: American Legion Zoning District: CPO and RMF West: Future Land Use Map Classification: Commercial Existing Land Use: Retail Stores Traffic, Ingress and Egress: Based on the ih Edition, ITE Trip Generation Manual, an assisted living facility has an average trip generation rate of 2.66 trips per assisted living unit per day and 0.22 trips/day at peak hour. Using these figures, a 31-unit assisted living facility could be expected to generate about 82 trips per day and seven trips during the PM peak hour. Staff does not believe this level of traffic will either adversely affect the City's ability to maintain its adopted levels of service or result in undo traffic congestion in the area. Comparison of Proposal with Dimensional Standards: In addition to the general requirements and limitations applicable to all uses in the CPO district, the Applicant must comply with the supplementary regulations for adult family care homes and assisted living facilities set forth in Section 90-695. In addition the site plan should be reviewed in light of the standards for special exceptions set forth in Sec. 70-373(b). Page -3 Staff Report Site Plan Review Application No.: 08-010-TRC Applicant's Name: Visiting Nurse Association of Florida Inc. Regulation Minimum parcel size(90-695) Width Minimum front yard build- ing setback (See 90-695) Parking Setback (See 90-225) 2nd Front yard setback (See 90-447) Minim urn rear yard setback (See 90-695) Maximum lot coverage (See 90-695) Maximum lot coverage & other impervious surfaces (See 90-225) Maximum hei ht (See 90-695) Off- street parking (Sec. 90-512) Minimum size 9' X 20' Handicapped 12' X 20'plus 5' aisle Off-street loading (Sec. 90-513) & [Sec. 90-51 I (c)] Minimum driveway width (Sec. 90-511) Required 20,000 sf 100' 40' 10' for parking 75% of required. front yard = 30' Parking setback = 10' 25' but 50' abutting residential @ 30% = 14,174 sf @ 60% =28,349 sf 45 feet I per unit or bedroom = 31 One, 10' X 30' Spaces between 750 and 900, 24' Provided 47,248 sf 300' Building is set back about 65' from SE 2nd Street. Parking is set back 10 feet from SE 2nd Street Setback from north property line varies from 40' to 50'. 9,231 sf (19,5%) 60.2 % (28,429 sf) 3 stories, a roximatel 37' 32 on site, including two spaces designated for the handicapped, adjacent to 5' walkway. All off-street spaces are of adequate size Parking is 900. Entrances are 26'; drivel arkin aisle is 24' . Page-4 Staff Report Site Plan Review Application No.: 08-010-TRC Applicant's Name: Visiting Nurse Association of Florida Inc. Regulation Landscaping Total Site (Sec. 90-532 per ~d. 1010, adopted 2-19-08) Parking & Vehicular Use Areas (Sec. 90-533, per Ord. 1010, adopted 2-19-08) Landscaped Buffers (Sec. 90-534, per Ord. 1010, adopted 2-19-08) Req uired Minimum of one tree per two units or bedrooms = 16 trees 3 1 spaces @18 sflrequired space = 558 sf oflandscaped area plus 1 tree/72 sf of required landscaped area = 8 trees 1 landscaped island (5' X 15') for each 10 spaces = 3 islands. Maximum of 12 uninterrupted spaces In a row. Minimum dimension of landscaping is four feet, except adjacent to buildings Min. 2' landscaping between vehicular use areas and buildin s 10' on street frontage; 2' along other property lines. Based on about 535 feet of non- driveway frontage along the three street frontages and about 300 feet along the north property line, there should be about 5,350 sflandscaped area along the roadway frontage and about 600 sf along the north property line, indicating a total of about 5,950 sf of buffer area. At I tree & 3 shrubs/300 sf of required buffer = 20 trees and 60 shrubs. Trees may be planted in clusters, but shall not exceed 50' on centers abutting the street. Provided 24 provided. The 10' landscaped buffer area along the perimeter of the parking area counts towards the required landscaping in the parking area. There is more than enough landscaped area in the buffer and between the parking area and the building. The islands on either side of the entrance walkway are of generous SIze, All other landscape dimen- sions appear to be adequate, It appears that the buffer areas meet the 10' minimum depth along street frontages and 2' along other property lines, as well as the required buffer area total. The number of trees and shrubs exceeds the minimum required. While the Applicant lists only 48 shrubs, it appears that more than the required 60 shrubs are provided when the shrubs between the building and parking area are counted. Page -5 Staff Report Site Plan Review Application No.: 08-010-TRC Applicant's Name: Visiting Nurse Association of Florida Inc. Other Requirements and Considerations: Sidewalks (Sec. 78-36): Five-foot sidewalks are shown along all three street frontages. A lighting plan should be submitted that meets the standard adopted by the City under Ordinance 1010 on February 19, 2008 of an average of one-half horizontal foot-candle power of artificial lighting. Dumpster Location: The dumpster location is shown between the building and dry retention area, just behind the loading zone. The Board of Adjustment and Appeal's approval incorporated a recommendation that during the site plan review the TRC take note of the paving, amount of landscaping, delivery schedule, and that the TRC ensure that the size of the building be consistent with the size of the lot and considerate of the area in which it is located (i.e., surrounding neighborhood). These concerns by the Board are consistent with the standards set forth in Sec. 70-373(b), specifically requiring that the Applicant: "(2) Demonstrate how the site and proposed buildings have been designed so they are compatible with the adjacent uses and the neighborhood, or explain why no specific design efforts are needed. (3) Demonstrate any landscaping techniques to visually screen the use from adjacent uses; or explain why no visual screening is necessary. " In light of the comments received during the public hearing on the special exception and the Board's concern over the possible size of the building in relation to the character of the surrounding neighborhood, Staff is also concerned over the massiveness of the use. Most particularly, we find the combination of three-stories and a width of 200 feet to be out-of-scale with the surrounding residential area. With the parking, building, and drainage detention areas encompassing virtually the entire site, the area available as a buffer to the properties to the south, those that are most affected, barely meets the minimum standard required of a use permitted by right.. We believe the project is simply too intense for the size of the parcel. It provides for minimal buffering and landscaping, and little or no open space for the residents to just walk around landscaped grounds, much less any area for passive recreation. One way of looking at the proposed intensity is to compare it to the size of a professional office building one would usually expect in the CPO district. Given a building and other impervious surface limitation of 60% of the lot area, and a parking requirement of one space per 300 square feet of professional office space, one would usually expect about a 21,000 square foot, three- story building. This would mean, the building would occupy a 7,000 square foot footprint (about 150 feet wide and 45-50 feet deep) compared to the 200 foot long building with a 9,200 square Page -6 Staff Report Site Plan Review Application No.: 08-010-TRC Applicant's Name: Visiting Nurse Association of Florida Inc. foot footprint that is proposed. The only reason such a large building can be proposed is because of the lower parking requirement for assisted living facilities. However, Staff does not believe that the lower parking requirement should be translated into greater structure size. Rather, the at least some of the reduction in parking area should be applied to buffer the surrounding neighborhood and provide for some on-site open space for the residents. Recommendations: 1. The size of the building should be reduced to be more compatible with the surrounding area and to provide adequate space for buffering from nearby residential uses and to provide on- site open space for the residents. 2. If it is determined that the driveway onto SE 2nd Avenue is too close to the intersection, the site plan will need to be reconfigured to accommodate a new driveway location Under any circumstances, the following specific deficiencies need to be addressed. 3. The building setback from SE 2nd Avenue should be increased to at least 30 feet and the setback of the parking area from SE 2nd Avenue should be increased to at least 10 feet to comply with the 10- foot buffer requirement and possibly more if necessary to avoid conflicts with traffic entering from SE 2nd A venue. 4. Total impervious surface coverage (building and other impervious surfaces) should be reduced to comply with the allowed 60% maximum. 5. The off-street loading space should be located in a manner that allows for a full 30-foot length without infringing into the driveway/drive aisle. 6. The parking island next to space #18 should be enlarged to comply with the minimum five- foot width. 7. The Applicant should submit a lighting plan meeting the standard adopted by the City under Ordinance 1010 on February 19, 2008 of an average of one-half horizontal foot- candle power of artificial lighting. Submitted by: James G. LaRue, AICP Planning Consultant August 19, 2008 Technical Review Committee Meeting of August 27,2008 Attachments: Zoning Map and Property Appraiser's Aerial Page -7 Staff Report Site Plan Review Application No.: 08-010-TRC Applicant's Name: Visiting Nurse Association of Florida Inc. (Insert separate page with zoning map) Page-8 Staff Report Site Plan Review Application No.: 08-010-TRC Applicant's Name: Visiting Nurse Association of Florida Inc. Property Appraiser's Aerial showing existing land uses. Page -9 ZONING VISITING NURSES SITE & ENVIRONS J.C{==;J, -: ; : l ......_..~_... ~- --.-- ... .... ...-.....-.'..."7 .'. .~.. -.. --..-.....--........................-..-..... .................j ~ ~ V r' ; (I !E ; E : == . E E ZONING (fJ !~I,~m~ll~ CBD ~CHV ~CLT IDIIIII] CPO .. RMF * Subject property 300 I o 300 600 Feet Page-8 N~ 22960 CITY OF OKEECHOBEE, FLORIDA 55 S.E. 3rd Avenue, Okeechobee, FL 34974 (863) 763.3372 ~ 1~'120tJt Dollars 100 $ JfJd.tJr) t# 3P3/A City of Okeechobee Planning Department 55 SE 3nL AVe':lDe; Okeechobee, F.L 34974 Phone (941) 763-3373 Fax (941) 163-1686 LANJp USEPQWER OF ATTORNEY .Inc.. Sie. 300 ':S-h.et.i"' WqrkTeI one: o - (;J(;J(pv . The Undersigned" being the record ~e owiler(s) oftbe real property described aho,,:€; do hereby grant nnto the.Applicant stated above the:fuB right an power of attomey1:o make appJica:tion to the C-Ity ofOkeecbobee to change the land nse of said property. This land use cnRTlge may include rezoning oftbe prop~:o the granting of special exceptions or vaDance8:0 and appeals of decisions of the PlanoingDeparlwtad.. It.is understood that conditions,.limitR1ions andrestrlctioDS.may be placed upon theme or operation. of the property. Misstatments upon application orin llDJ hearing may result in the termination ofany special exception oTvmiance and a proceeding to rezone the property to the original classificatioD_ This power of attorney may be terminated omy by a written and notarized statement of such termination effective upon receipt by the Planning Department. TIIElR HANDS AND SEALs ~ , na fd Owner . ~6/a ;fn!d~ Wltness . Befummethe nnrlf'!T'<ligJ1ed auth~perscnaIlyapp~tbeawner(s) named abow who1lpQU being dnIy swom acbJowJadged Dalbm :ma1bat1bey are the owner(s) of the real property described above and that mmcut:edihe p~ of attomey farf!1!l p~SB stated therein. Swam and suhscnoed this :( day of ~~t:J:;1(J .. .. d NotaIy Public Cmnmj~ci'11l Expires: -~Oc)? ~"u.~ . ROBIN ANN ARDITO l "io!!Y P :~.. NollIIy PublIc - Stale of FiBAL i' . i My Commission Expires Oct 3; 2009 .. .I Commission, DO 478268 ~ 9f.~..", Bonded B National N Assn. Print Zoom In d I F itTo Width I FitTo Height I Zoom Out 8est Fit Page 2 of2 Rotate http://204.215.37.218/wb%5Forl/details img asp?doc id=125614& t=1& _ _ . . _ pg_coun - pg_num... 1.,-,0\) 'C~.,tJ;> 31(]ltlS WIlil316 JUrI~~~ ..,w,__u, CNzatli:... ~ -.:.. &. &N'l<.. f'-A- PQK aftJ.oe _r:m: "- $I1ta_t!!C-. Fl._d.". ~..,.t5- ~~""::::- cili,t:~l.. pnlll' ""ijiiijijjIl ~~~r1l~.00II'l ~b. ~ . o,l;. Il""..'-~..- ~\ ~~.:.:;.~~~ _Ill .-;;:i~;S .~1-lS.'IMl1C<-untl-OI;}61l W'arra~it:;j)~d fil,d..ik;W..re, .,':... ';';"'Il!<o ,~ ..,..f ,.,..n 9.1'1..-1..,. w. 1~. .... ~"le.<!, _IUI ~d.fC~: >oif~ (~rtl rn.tt:6e~~.r~ ~~..., nor"'" "....... Mid Y1...1ti... 1tl1r.... 1;oI~""1"''' ..~Fl.c>r~, l...e-, a e.l>l'PI>....u.... ~Ull9 "'_ .tho> 1.an; "f(~ R<o"" ... "l.4>r~ ..... ...."'.. ~"'~'" SB ~ey 114". :&0llj..t4t no. Sm...". Plio )4";" ..,' "-. - .:.:<>z; ~ $11I '~id. .20112 ..... ~..... ...r~-r~.J a.::ft.in .,,-. 36939i ~1~-"~--! f., ,oAf 'iI\AfH.JMli>~'~-'~ i ~ ~:..t rJ.I.~t:.. ~ t::11f('ml r.<t\tU1 ~.. ~.IM;"""",, ~ Hinll!. -fw: ~.v t',:w.'~. ad -.:If ~ _~... ~ 1r~U ~~ fI-JII ~- ~ III ,\,."~~ W~ Ole ........~....."'"' "'" ..,.. ~ .w ~ ti ~ _ ~It ~.. *""t ..f<<kjf -...._1al....,..._"",_,-......'" r:;.J_.~ m. ~.~....r~... JJ':f#UJ~ .. .... ..-. P..ll1u4 _.j ~_, ..... B~Nr"".J :&h~1 lIf_.. 1. .. 1Ii... ..:L. ...... C ..... "-'. t'fl.h'Mc-j.JIDllUl~'fi...~ttlli!-""""~ ~=_.1J;!::f {!,~ STAT& IiW U.odot. (X)Ul'!Ty OF _~U;, . +I.. '._ ~,4M~".~~~'n:...... ~._ ~...t #l;lrtey If. ~l... ..., .-....--ri.~ ..-... 1<;>d 1 .. 1-0.11-,* 1,+ .tIlIF~~ ~tAlr."~ ~-~,...~l'6~ Tl-o:;'ldJt. ilri",.. . I'. c:,-.u.r .. _"01IlPI>>o! _W....... --- ~...."Qo.... oeD._ ,.~~~ 1 . /') / i i . { , U_.u.M.L'-.L.-.- _. p#'"",lf'.~ Cq)(;r.. "~l"c< - l;--~"',..,.p.. ;-"...""~x_.... .....,- <i'-_.i......,<>..1'......~:...~~. 7/29/2008 Print Zoom In Zoom Out 8estFit Fit To Width Fit To Height Page 2 of2 Rotate http://204.215.37.218/wb%5Forlldetails_ img.asp?doc _id=52902&pg_ count=2&pg_ num=... 7/29/2008 I:("~lo,."" ';4..~ '" :0.&.38 L.;J 852 ~-..-..__.. aou.c....... .... 1iI..._ "". ....('1- "-~.....~~ ~~~...,. W~DeM ~"-~r~~' ~/' /~~;. ~bi< Ibl 1M ..... ..r>>.... ~ A.8 . ...._ lW......~.\'U:s- 8\'RP.~. Glt ...iff' S. !5'.<7..J!:f..u.m,IIff7f4'-WJ(t -#..... ..:.- '" ~:"< Oi'J 'iI.. . ..'lI<!'JtI___... . ..... . Ot.::EE('JKlliOliE Pi ,...~. "'.... .~...,vain~ .f>i.ik."'Fl~D.... ,,,,.-.....: \~:~ .iS$OClA.~ Orh.OItlDA., IXC~" n.otem-\ COItJ'OR,4Jp-s: ,,-- K:" ~:Jll!t$.t "'W,""TtJlIliVIIl:D._!rIE.1W $tt",lIT,F~~...... .-".., I'LORIIitk<-\ ...-....;., \I."-'ilI_ .....~-;roJl\$, .... ad ...~".. "t:ll.-........r .. _'.. _.. . .,. . 11::J;a !'In'_ 4>li'.lIII!. -'{/:;1. -. - -... _ OOlJ...A.f!S. """'_ ,_....._~... .,. CM~TOi' . -.Ji>!!l,lii'!:ia..!.'Ta;$, .tk _ ..1><-,,,,,,. ..~ ~_Iw I~. tiolI\OIIlId bo! -.. ..(i~""lll' _. - ~ ,........., <I>< r..it;o"ql-" _ ">"'1;_ ...... ..~ ar ~UIC~ 51...... Ft-ORUlA ~~. (~~ - Ik'.bedill.. A ..t'i~ ~o ...... by t:b>.. ~_". 2rOII& ..~t. Iulreof. -.:rac.r 'Ii'O Cl_~j-~"";!.""i_Y. .............t.s "'" _ri ...... 1:_ lor t:!le e~ )l...~... .\ } (".l \~)-'~ V;:::,;;' .~ i:;-;. ~<_.,<..'. ~"' -.-as. ~~~~<Jf.......... Sol........ ...._ far 20IIl .... ""~ ~".::, lIllIIIllOf _01 -"'dIJ' .._ u...~~""" ....:. _ "'.11_.... ....., ~""" lud..l _.IiI!_,,*- l~;:..r' iDWibl_ JiIl.~'ftltr ~n:'Ii' _.~AIrO ~.~~'" -=a ~ ~ ~ w)>tV !JI5l~ -mn..../ '."i..- ... ~..-<.-4~ ~-~. , ,<~~ - ~S~r'~ .'.__.... ..." '.""". "'''n. '/::t..... '.. -'_'1 :$tt./if;t '!~:~ - ~.d/.S '~=.f;;.Jr ~ -" __Jt\'c.iS;jm~-.~~ .w,,.;,,.'....!(.; .'f ".'.~ .,.,.....,...... ,_~_~'"'. ~....._._.._..__._._- W-., ;.i,;;;;-',;;;;;-- .'~"_'V"""_'_"__'_--.-..-, ,- .~~ ~~.~..v_._'_'~._.__.__ Sl'ATE or :f!liorIdt <'OlJ.WIT OF' ~ ""'... '" _"~i"'" IcJal>o .., 110,. Il!al 410' rJ{ NiIJ'. l~ "WI' lll'rll:D_ Sfl':E/ttJ..(::Il. 1l!1lr.>.._-'......,. ....-'"'$ "''M-IIt ~~ ~ lAmt; Of ....~ Pf~~ ~ dr.::II;~ J~"'lo.~Ii' ,.,.- "-... ....~, /-~v L-q..,t...... irnk~,........ti.~-;.;;.;..;..~. .. . p;:~_.c~_.~__ -- . '~'i __"\;" ""MAlty ~Ilur -'-".--~---- "'" Oft""'........ I.:m t. ~ .......!l~ i ! My ~..... E"".... ~. ~J.~) l.. '. lC~...: : ~ ,Ao.'" . K .~-....,:lo...._~.i,r. ....J'f-.--..> ~~. ~! 11m Print Zoom In f J Fit To Width FitTo Heig.ht Zoom Out Best Fit LiP , ! t t 1 q .,,:.:1k-- -{0 '. .".'..... . ~.l.,.>,: ;-;'-;.' "();l~SS 1.~:O4 12 Page 2 of2 Rotate - (;.. , J \:~:"..ttlO~ ~== ...4595.00 - - . .' ..- 3-1"'U._IIHlt1'IAl.C;Ult ~CliiIllr.~ -~- ~7'l~. - DiC. . -' - a'.:;J-iftpfH) Wam\tMy D.l - - --- . ..........., _. .. 1_...... .......01_......... IIft9IIIII 11I;.-'- _ _ .--. llWo -. \, ............'" t;-1iIiIt.-;i.._~llr _ l...... WJ..adda, JI~'" 'V7~ _~ ar ~ Ol:.. ..~..cJ.R ~ ~..-tM 1-. 6' t:ba _ <lOt !'l.crrl.da __..ll". _~.~ M '1ID0, lI_n.. ~ ~._ _...~ _~~~:-~. ~ ...... no~ ..~ ~ .....~....III..............r ~ . - .... - - ... .. -- .... "" _. ....... - ~ . . . - . ~'..." , .,UlDlllOAlOl - - . - - - - - . . __ ............,.................~................~,,- _ ~............. 1 . :1 If..... ...................................... _..~-........ " ~- __..._~ ................. _l'IIlIIiIl&... _ x, ,au. of 1lIlt I iIC ,_u.mal ~. In.. . NO. ..\W~. ~ ""'. loloiO llUt -"".~ 1Jt Plot." _ lI., ~ 5. ,....u.. ~ oE" - ~..t. l'1....u.. - part <Of ~ ="Uaca~lIt=: ='C: '" . -~ ~-.:.= ..j.\oaoIiIlt <to ..u ~ t odE __ . .-_ .... IIalkutt ~..... _ ddC ot nBft !II) ...... ......., .... . ..... I. ~6. ___ ., alI_~. d.... s.U........ ~ OIl ~t:.r;:'~7~1II=~i::"~"': ~ i.wtttr_~... ., ~ _ u.. ..f lid.. 1m __ IN. ~ _ .... tilM> _ U- <Of _do _ __ ta t<boo _ o! __I _ _ w...t ~ ~1Mo _ u.- <Of ....... ....... .~ . __ '" De _, ,,~ _ _. puaU.a _ '.IiI. _ _ s.n./. ~ ._ .. ~ .1 141.5 t_l __ ...... _. ~ .. _1'u'lo -..-. . ~ oi 1$0 """" ... _ _ u.. <if .... _ _ ~I'/II.-....... , ~ .... _1:10. .-.- ..... _ u... .1 .... Jell_ ~ ll~. .. "'" __ Jlt' --.. &dt! ~ la_"""""~.' ."",,,,"~__.,f,a~ . n~. <13_. .... -...-...-....... .-..::;;::..~~---- Ia .,..... ~ ......... __ ........... ................. __ .. ....... ~::~~~ ~~~- ~ ~~=.~/~OJ'....__ -- JtA.~_a:I!iIt~~..*"' http://204.215.3 7.218/wb%5Forl/details _img.asp?doc _id=143540&pg_ count=2&pg_ num... 7/29/2008 ~. t- ~ . ( __ OF_... Jl.~__ ~ ,:;""::1,' 11I,14_ ~ :.::-_.~~. ..if:. J;I . ......-JIIIIIIlMIltI....1IIIL K....--.. ......!DlaW'... T-..-..... 0- ~~ ~ -- -..II. >>!lit ... ( )JI1 ~ ,-&.,~ .-- . , JaiUn'''''''': ...__lllUJlIO f".""lirArr;:;."ll.m, y ~ " '" ""1 ~ .. " ...... .... . . Storm Event Summary Table PROJECTDRMNAGESU~Y Project: Visiting Nurses Association Project #: 07072008-01 13 Year - 1 Day 110 Year-1 Day 125 Year - 3 Day * 1100 Year - 1 Day '100 Year - 3 Day ~100 Year - Zero Discharge ** Revised: Engineer: CPN Date: 7/24/2008 , ~ I Pre-Development Maximum Maximum Discharge Stage (cfs) NGVD - - - - - - - - - - - - Post-Development Maximum Maximum Discharge Stage (cfs) NGVD - - - - - 28.1 - - - - - 29.2 TP40 Rainfall Events: 3 Year 1 Day = 10 Year 1 Day = 25 Year 3 Day = 100 Year 1 Day = 100 Year 3 Day = 4.0 inches 5.0 inches 6.0 inches 8.0 inches 10.0 inches 07242008.xls,Project Summary ~,CturQth.uJ 1-~raOCl POST-DEVELOPMENT LAND USE CALCULATIONS Project: Visiting Nurses Association of Fl. Project #: 07072008-1 Use Building = D.R.A @ Bottom = D.R.A. (Slopes) = Asphalt = Concrete = Remaining = TOTAL - Find Curve Number: Avg. Pervious Ground EI. = Control Elevation = Distance to Water Table = Soil Storage = Land Use Table Imp. (ac) Pervious (ac) Total (ac) 0.21 0.00 0.21 0.00 0.11 0.11 0.00 0.07 0.07 0.39 0.00 0.39 0.05 0.00 0.05 0.00 0.25 0.25 0.65 0.43 1.08 Staae-Area Table 28.88 25.00 3.88 10.30 inches Soil Storaae Table rom . p . Depth to Cum. Water W.T. (ft) t- StoraQe (in) 1.0 0.6 1.5 1.6 2.0 2.5 2.5 4.6 3.0 6.6 3.5 8.8 4.0 10.9 F BOR 87 Revised: Engineer: CPN Date: 7/24/2008 Find the basin's soil classification and input below as "Soil Storage" using the above "Depth to W.T.". Developed Pervious Area = 0.43 Undeveloped Pervious Area = 0.00 Soil Storage = 1 0.30 Soil Moisture Storage (S) = 3.08 Curve Number = 76 07242008.xls,Post-LU POST STAGE-STORAGE CALCULATIONS Revised: Project: Visiting Nurses Association Engineer: CPN Project #: 07072008..Q1 Date: 7/24/2008 Computation Type Stage-Storage Starting Stage 26.0 Ending Stage 31.0 Stage Increment 0.50 Note: Stage Increment < End Elev - Start Elev D.R.A @ Name Building Bottom D.R.A. (Slopes) Asphalt Concrete Remaining Area 0.21 0.11 0.07 0.39 0.05 0.25 Start Elev 30.80 26.00 26.00 28.30 29.60 28.50 End Elev 0.00 0.00 28.00 30.40 30.70 29.40 Stage Vert Vert Linear Linear Linear Linear Total Feet Storage Storage Storage Storage Storage Storage Storage NGVD Ae.ft Ae-ft Ae-ft Ae-ft Ae-ft Ae-ft Ae.ft 26.0 0.00 0.00 0.00 0.00 0.00 0.00 0.0 26.5 0.00 0.05 0.00 0.00 0.00 0.00 0.1 27.0 0.00 0.11 0.02 0.00 0.00 0.00 0.1 27.5 0.00 0.16 0.04 0.00 0.00 0.00 0.2 28.0 0.00 0.22 0.07 0.00 0.00 0.00 0.3 28.5 0.00 0.27 0.10 0.00 0.00 0.00 0.4 29.0 0.00 0.33 0.14 0.05 0.00 0.04 0.5 29.5 0.00 0.38 0.17 0.14 0.00 0.16 0.9 30.0 0.00 0.44 0.20 0.27 0.00 0.29 1.2 30.5 0.00 0.49 0.24 0.47 0.02 0.4 1.6 31.0 0.04 0.55 0.27 0.67 0.04 0.5 2.1 07242008.xls,Post -ss POST .DEVELOPMENT WATER QUALITY CALCULATIONS Project: Visiting Nurses Association Project #: 07072008-01 Revised: Engineer: CPN Date: 7/2412008 1.inch Over the Project Area (Treated Volume) 1-inch * 1-ft/12-in * 1.08 =t 0.09 AC-FT PROJECT AREA TREATED VOLUME 2.5-inches Times the Percent Impervious (Site Area) 1.08 - ( 0.00 + 0.21 = 0.87 AC PROJECT Water AREA (AC) Management(A ROOFS (AC) SITE AREA C) (Impervious Area) 0.87 0.43 = 0.44 AC SITE AREA PERVIOUS AREA IMPERVIOUS (AC) (AC) AREA (% Impervious) IMPERVIOUS AREA. 100% = 50.51 % SITE AREA (AC) (2.5-in . % Imp.) 2.5-inches * 50.51% = 1.26 PERCENT INCHES TO BE IMPERVIOUS TREATED (Treated Volume) 1.26 * 1-ft/12-in * 1.08 =1 0.11 AC-FT TREATED (IN) PROJECT AREA - TREATED LAKES (AC) VOLUME Required Wet Detention = 0.11 AC-FT Required Dry Detention (0.75% of wet) = 0.09 AC-FT Required Retention (50-% of wet) = 0.06 AC-FT Dry Pre-Treatment (Commercial/lndustial Only) = 0.05 AC-FT Total Required Treatment - 0.10 AC-FT RESUL TS: Project will provide 0.18 AC-FT with Dry Retention System. 0724200B.x/s, Post-WQ POST-ZERO DISCHARGE STAGE CALCULATIONS Project: siting Nurses Associatit Project #: 07072008-01 Revised: Engineer: CPN Date: 7/24/2008 Area, A (ac) = 1.08 Curve Number, CN = 76 Soil Storage, S (inches) = 1000/CN - l( 3.08 Depth of Runoff, Q (inches) = (P - 0.2S)2/(p + 0.8S) Volume, V (AC-FT) = A * Q O-Dis. Routed V Stage Stage Discharge P (inches) Q (inches) (AC-FT) FT-NGVD FT-NGVD CFS 3 Year-l Dav 4 1.77 0.16 27.3 N/A 0.0 10 Year - 1 Dav 5 2.58 0.23 27.7 N/A 0.0 25 Year - 3 Day 6 3.43 0.31 28.1 N/A 0.0 100 Year - 1 Day 8 5.21 0.47 28.9 N/A 0.0 100 Year - 3 Day 10 7.07 0.64 29.2 N/A 0.0 Results: 07242008.x/s, Post-Odis Cascade 2001 Version 1.0 File: 25 YR - 3 DAY Date: July 24, 2008 Page 1 Project Name: Visting Nurse Association of Fl.orida Reviewer: AE LLC Project Number: 07072008-01 Period Begin: Jul 24, 2008;0000 hr End: Aug 01, 2008;0000 hr Duration: 192 hr Time Step: 4 hr, Iterations: 1 Basin 1: Site Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 3day Design Frequency: 25 year 3 Day Rainfall: 9 inches Area: 1.08 acres Ground Storage: 2.5 inches Time of Concentration: 0.25 hours Initial Stage: 26 ft NGVD Stage (ft NGVD) Storage (acre-ft) 26.00 27.00 28.00 29.00 30.00 0.00 0.10 0.30 0.50 1.20 Offsite Receiving Body: Offsite1 Time (hr) Stage (ft NGVD) 0.00 60.00 1000.00 25.10 28.00 15.00 Structure: 1 From Basin: Site To Basin: Offsitel Structure Type: Gravity Weir: Broad Crested, Crest Elev = 28 ft NGVD, Length = 3 ft, Weir Caef Bleeder: Circular, Invert Elev = 25 ft NGVD, Diameter 0.25 ft Defaul.t Coefs: Weir Caef = 0.6, Orifice Caef = 0.6 Pipe: Diameter = 1.25 ft, Manning's n = 0.024, Length 40 ft US Invert Elev = 25 ft NGVD, DS Invert Elev = 25 ft NGVD, flap gate 3.13 Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff DiScharge Discharge Stage Stage (hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD) 0.00 0.00 0.00 0.22 0.00 26.00 25.10 4.00 0.16 0.00 0.20 0.07 26.00 25.29 8.00 0.32 0.00 0.17 0.12 26.00 25.49 12.00 0.48 0.00 0.13 0.17 26.00 25.68 16.00 0.64 0.00 0.08 0.19 26.00 25.87 20.00 0.81 0.01 0.00 0.19 26.00 26.07 24.00 0.97 0.01 0.00 0.19 26.00 26.26 28.00 1.20 0.02 0.00 0.19 26.00 26.45 32.00 1.44 0.03 0.00 0.19 26.00 26.65 36.00 1.67 0.03 0.00 0.19 26.00 26.84 40.00 1.91 0.04 0.00 0.19 26.00 27.03 44.00 2.14 0.04 0.00 0.19 26.00 27.23 48.00 2.38 0.04 0.00 0.19 26.00 27.42 52.00 2.68 0.06 0.00 0.19 26.00 27.61 56.00 3.28 0.12 0.00 0.19 26.00 27.81 60.00 6.72 0.81 0.00 0.19 26.35 28.00 64.00 8.21 0.38 0.00 0.19 27.66 27.94 68.00 8.68 0.12 0.26 0.28 27.85 27.89 Cascade 2001 Version 1.0 File: 25 YR-3DAY Date: July 24, 2008 Page 2 CumuJ.ative Instant Current CumuJ.ative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cis) (cfs) (acre-ft) (ft NGVD) (ft NGVD) 72.00 9.00 0.08 0.13 0.32 27.70 27.83 76.00 9.00 0.00 0.00 0.32 27.66 27.78 80.00 9.00 0.00 0.00 0.32 27.66 27.72 84.00 9.00 0.00 0.00 0.32 27.66 27.67 88.00 9.00 0.00 0.05 0.34 27.62 27.61 92.00 9.00 0.00 0.06 0.36 27.53 27.56 96.00 9.00 0.00 0.04 0.37 27.45 27.50 100.00 9.00 0.00 0.01 0.37 27.41 27.45 104.00 9.00 0.00 0.03 0.38 27.38 27.39 108.00 9.00 0.00 0.05 0.40 27.31 27.34 112.00 9.00 0.00 0.04 0.41 27.24 27.28 116.00 9.00 0.00 0.03 0.42 27.18 27.23 120.00 9.00 0.00 0.03 0.43 27.14 27.17 124.00 9.00 0.00 0.04 0.44 27.09 27.11 128.00 9.00 0.00 0.04 0.46 27.02 27.06 132.00 9.00 0.00 0.03 0.47 26. 93 27.00 136.00 9.00 0.00 0.00 0.47 26.87 26. 95 140.00 9.00 0.00 0.00 0.47 26.87 26.89 144.00 9.00 0.00 0.04 0.48 26.80 26.84 148.00 9.00 0.00 0.03 0.49 26 . 68 26.78 152.00 9.00 0.00 0.00 0.49 26.62 26.73 156.00 9.00 0.00 0.00 0.49 26. 62 26.67 160.00 9.00 0.00 0.02 0.50 26.59 26. 62 164.00 9.00 0.00 0.04 0.51 26.49 26.56 168.00 9.00 0.00 0.00 0.51 26.42 26.51 172.00 9.00 0.00 0.00 0.51 26 . 42 26.45 176.00 9.00 0.00 0.04 0.53 26.36 26.40 180.00 9.00 0.00 0.03 0.54 26.24 26.34 184.00 9.00 0.00 0.00 0.54 26.19 26.29 188.00 9.00 0.00 0.00 0.54 26.19 26.23 192.00 9.00 0.00 0.03 0.54 26.14 26.17 STRUCTURE MAXIMUM AND HIN:IMOM DISCHARGES Struc Max (cfs) 1 0.26 Time (hr) 68.00 Min (cis) 0.00 Time (hr) 20.00 BAS IN MAXIMUM AND HIN:IMOM STAGES Basin Max (ft) Time (hr) Min (ft) Time (hr) Site 27.85 68.00 26.00 0.00 BASIN WATER BUDGETS (all units in acre-ft) Basin Total Structure Structure Runoff Inflow Outflow Initial Storage Final Storage Residual Site 0.59 0.00 0.54 0.00 0.01 0.04 Cascade 2001 Version ~.O File: 100 YR - 3 DAY Date: July 24, 2008 Page 1 Proj ect Name: Visting Nurse Association of Florida Reviewer: AE LLC Project Number: 07072008-01 Period Begin: Jul 24, 2008;0000 hr End: Aug 01, 2008;0000 hr Duration: 192 hr Time Step: 4 hr, Iterations: 1 Basin 1: Site Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMl) - 3day Design Frequency: 100 year 3 Day Rainfall: 10 inches Area: 1.08 acres Ground Storage: 2.5 inches Time of Concentration: 0.25 hours Initial Stage: 26 ft NGVD Stage (ft NGVD) Storage (acre-ft) 26.00 27.00 28.00 29.00 30.00 0.00 0.10 0.30 0.50 1.20 Offsite Receiving Body: Offsite1 Time (hr) Stage (ft NGVD) 0.00 60.00 1000.00 25.10 28.00 15.00 Structure: 1 From Basin: Site To Basin: Offsite1 Structure Type: Gravity Weir: None Bleeder: None Pipe: None Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge DiScharge Stage Stage (hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD) 0.00 0.00 0.00 0.00 0.00 26.00 25.10 4.00 0.18 0.00 0.00 0.00 26.00 25.29 8.00 0.36 0.00 0.00 0.00 26.00 25.49 12.00 0.54 0.00 0.00 0.00 26.00 25.68 16.00 0.72 0.00 0.00 0.00 26.01 25.87 20.00 0.90 0.01 0.00 0.00 26.03 26.07 24.00 1.07 0.01 0.00 0.00 26.07 26.26 28.00 1.34 0.03 0.00 0.00 26.14 26.45 32.00 1.60 0.03 0.00 0.00 26.24 2 6 . 65 36.00 1.86 0.04 0.00 0.00 26.37 26.84 40.00 2.12 0.04 0.00 0.00 26.50 27.03 44.00 2.38 0.05 0.00 0.00 2 6. 65 27.23 48.00 2.64 0.05 0.00 0.00 26.81 27.42 52.00 2.97 0.07 0.00 0.00 27.00 27.61 56.00 3.65 0.14 0.00 0.00 27.17 27.81 60.00 7.47 0.92 0.00 0.00 28.05 28.00 64.00 9.12 0.42 0.00 0.00 29.04 27.94 68.00 9.65 0.14 0.00 0.00 29.18 27.89 72.00 10.00 0.09 0.00 0.00 29.23 27.83 76.00 10.00 0.00 0.00 0.00 29.25 27.78 Cascade 2001 Version 1.0 File: 100 YR - 3 DAY Date: July 24, 2008 Page 2 Cumulative Instant Current CUmulative Head Water Tail Water Time Rainfall Rt.m.off Discharge Discharge Stage Stage (hr) (in) (cfs) (cfs) ( acre-ft) (ft NGVD) eft NGVD) 80.00 10.00 0.00 0.00 0.00 29.25 27.72 84.00 10.00 0.00 0.00 0.00 29.25 27.67 88.00 10.00 0.00 0.00 0.00 29.25 27.61 92.00 10 . 00 0.00 0.00 0.00 29.25 27.56 96.00 10.00 0.00 0.00 0.00 29.25 27.50 100.00 10.00 0.00 0.00 0.00 29.25 27.45 104.00 10.00 0.00 0.00 0.00 29.25 27.39 108.00 10.00 0.00 0.00 0.00 29.25 27.34 112 . 00 10.00 0.00 0.00 0.00 29.25 27.28 116.00 10.00 0.00 0.00 0.00 29.25 27.23 120.00 10.00 0.00 0.00 0.00 29.25 27.17 124.00 10.00 0.00 0.00 0.00 29.25 27.11 128.00 10.00 0.00 0.00 0.00 29.25 27.06 132.00 10.00 0.00 0.00 0.00 29.25 27.00 136.00 10.00 0.00 0.00 0.00 29.25 26.95 140.00 10.00 0.00 0.00 0.00 29.25 26.89 144.00 10.00 0.00 0.00 0.00 29.25 26.84 148.00 10.00 0.00 0.00 0.00 29.25 26.78 152.00 10.00 0.00 0.00 0.00 29.25 26.73 156.00 10.00 0.00 0.00 0.00 29.25 26.67 160.00 10.00 0.00 0.00 0.00 29.25 26.62 164.00 10.00 0.00 0.00 0.00 29.25 26.56 168.00 10.00 0.00 0.00 0.00 29.25 26.51 172 . 00 10.00 0.00 0.00 0.00 29.25 2 6 . 45 176.00 10.00 0.00 0.00 0.00 29.25 26.40 180.00 10.00 0.00 0.00 0.00 29.25 26.34 184.00 10.00 0.00 0.00 0.00 29.25 26.29 188.00 10.00 0.00 0.00 0.00 29.25 26.23 192.00 10.00 0.00 0.00 0.00 29.25 26.17 STRUCTURE MAXIMUM AND MINIMuM DISCHARGEs Struc Max (cfs) Time (hr) Kin (cfs) Time (hr) 1 0.00 0.00 0.00 0.00 BASIN MAXIMUM AND MINIMUM STAGES Basin Max (ft) Time (hr) Kin (ft) Time (hr) Site 29.25 76.00 26.00 0.00 BASIN WATER BUDGETS (all units in acre-ft) Total Structure Structure Initial Final Basin Rt.m.off Inflow Outflow Storage Storage Residual Site 0.68 0.00 0.00 0.00 0.68 0.00 ATLA.TIC DDEAIt , t ---t-~- I L_ I PT. PIEACE ID .. Q f3STUART . .JUPITER 13 PAL-&'lEACH FORT .... 1.AUDEWDALE .3 IZ II MIAMI FIGURE C-8. 3-DAY"RAINFALL: 25~YEAR RETURN PERIOD " u ~ ."". . _ Uti IT s ItlCHEs .. o 10 -20 ilLES . 30 ,.. 4,. 1 I J I A.TLA.I#TIC OCEA. " I ---+- , L_ t IS PM..~ACH " Ie NAPLES .. LI8RlRDM.E ". FiGU"RE C~9. ~-DA Y RAiNFALL: l00-YEAR RETURN PER"IOD " ~ ~ UNIT ~ lNCHe.S - o 10 20 MaU 30 Sec. 70-373. Special exception use by board of adjustment. (a) Authorization. The board of adjustment shall: (1) Hear and decide only petitions for a special exception use under the zoning districts in these regulations. (2) Decide such questions as are involved in determining whether a special exception use should be granted, and to grant a special exception use with such conditions and safeguards as are appropriate under these regulations. (3) Deny a special exception use when not in the public interest or in harmony with the requirements of these regulations. (b) Standards for granting a special exception use. Applicants for a special exception use shall address the following issues in their presentation: (1) Demonstrate that the proposed location and site is appropriate for the use. (2) Demonstrate how the site and proposed buildings have been designed so they are compatible with the adjacent uses and the neighborhood. (3) Demonstrate any landscaping techniques to visually screen the use from adjacent uses. (4) Demonstrate what is proposed to reduce the impact of any potential hazards, problems or public nuisance generated by the use. (5) Demonstrate how the utilities and other service requirements of the use can be met. (6) Demonstrate how the impact of traffic generated will be handled, off site and on site. (c) Findings required. In granting a special exception use, the board shall find that: (1) The use is not contrary to comprehensive plan requirements. (2) The use is specifically authorized as a special exception use in the zoning district. (3) The use will not have an adverse effect on the public interest. (4) The use is appropriate for the location proposed, is reasonably compatible with adjacent uses, and is not detrimental to urbanizing land use patterns. (5) The use will not adversely affect property values or living conditions, nor be a deterrent to the improvement or development of adjacent property. (6) The use may be required to be screened from surrounding uses, to reduce the impact of any nuisance or hazard to adjacent uses. (7) The use will not create a density pattern that would overburden public facilities such as schools, streets, and utility services. (8) The use will not create traffic congestion, flooding or drainage problems, or otherwise affect public safety. (d) Special exception use not granted. The board of adjustment shall not grant a special exception use petition where there is an existing violation of these regulations. (e) Change of ownership. If ownership of property subject to a grant of a special exception by the board of adjustments is transferred, including by sale or inheritance, the special exception use and the conditions and length thereof shall continue as provided in the original grant. (f) Nonuse. If the special exception use granted by the board of adjustment should fail to exist or fail to be used for a continuous period of 180 days, then such use shall lapse and the current owner be required to reapply as provided in this division. In case of hardship, where the loss of such special exception would materially affect the integrity of any mortgage or other financing arrangement on the subject real property, the board of adjustment may consider such hardship in granting a renewal of such special exception. (LDR 1998, ~ 253) ;ec. 90-695. Adult family care homes or assisted living facilities requirements. Adult family care home or assisted living facilities requirements are as follows: -ABLE INSET: (1 ) Location Where permitted by district regulations. (2) Minimum lot area Area 20,000 square feet. Width 1 00 feet. (3) Minimum yards Front 40 feet. Side 25 feet; 50 feet abutting residential zoning district. Rear 25 feet; 50 feet abutting residential zoning district. (4) Maximum lot 30 percent. coverage (5) Maximum height 45 feet. LDR 1998, S 704) ~/v: ~No.