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CORRESPONDENCE
r~ DEPA RTM EN T 0 F DEV ELO R\/I EN T Ranning and Zoning Divison · Building · Planning & Zoning . Occupational Ucenses . Community Redevelopment January 15, 2002 Mr. Masoud Atefi MSCE, Senior Traffic Engineer Palm Beach County Traffic Division Department of Engineering and Public Works P.O. Box 21229 . West Palm Beach, Florida 33416 Re: Traffic Study: McMillan Personal Watercraft MSPM 01-003 Dear Mr. Atefi: The enclosed traffic generation statement, prepared by Keith & Schnars, P.A., was received by Planning and Zoning recently for the above-referenced application. Please review the enclosed information for conformance with the County's Traffic Performance Standards Ordinance, and provide Tim Large, Building Code Administrator and I with your written response. If you have questions regarding this matter, please call me at (561) 742-6260. Sincerely, 'iL-L~ Michael W. Rumpf Director of Planning and Zoning MWRfsc S:\PlanningISHARED\ Wi"PROlEcrS\McMillan Pcnonal Watcn:raftINWSPlTrnffic letter to Palm Beach County.doc City of Boynton Beach · 100 East Boynton Beach Blvd., P.O. Box 310 . Boynton Beach, Florida 33425-0310 Phone: (561) 742-6350 . www.ci.boynton-beach.f1.us Department of Engineering and Public Works P.O. Box 21229 West Palm Beach, FL 33416-1229 (561) 684-4000 www.pbcgov.com . Palm Beach County Board of County Commissioners Warren H. Newell, Chairman Carol A. Roberts, Vice Chair Karen T. Marcus Mary McCarty Burt Aaronson Tony Masilotti Addie L. Greene County Administrator Robert Weisman "An Equal Opportunity Affirmative Action Employer" @ printed on recycled paper .....J January 24, 2002 \',J Mr. Michael W. Rumpf Director of Planning & Zoning Department of Development City of Boynton Beach P.O. Box 310 Boynton Beach, FL 34425-0310 RE: iIiIcMilian Personal Watercraft TRAFFIC PERFORMANCE STANDARDS REVIEW Dear Mr. Rumpf: The Palm Beach County Traffic Division has reviewed the traffic statement for this project, pursuant to the Traffic Performance Standards in Article 15 of the Palm Beach County Land Development Code. This project is summarized as follows: Location: Municipality: Existing Uses: Proposed Uses: New Daily Trips: Build-out Year: 1105 & 1109 North Federal Highway Boynton Beach None 4,066 SF - Boat Sales/Service Showroom 179 2002 Based on our review, the Traffic Division has determined that the project meets the Traffic Performance Standards of Palm Beach County. Sincerely, If you have any questions regarding this determination, please contact me at 684-4030. /'~r Masoud Atefi, MSC Sr. Engineer - Traffic '.-"- -..------- ---------::/ !~:I '-~ ,[I ii, f,' ~I .[IU >,8 ~! l".'!'A~TMENT OF DFvn orMLN.'_1 cc: Keith & Schnars P .A. - Engineers/Planners/Surveyors File: General - TPS - Mun - Traffic Study Review F:\TRAFFIC\malAdminlApprovals\020116.doc ... "~ \( REITH and QRNA RS, P.A. Et~GiNF:E!IE; .. F'LANNE;.;JS _ SUP,\/i::;Vo",~, () ......'"-'" fHnuar:v : 4, 2002 \'C,\ F.,\( SI.?\HLE {56! f %55 l-l j K.. ~Ylc~;1'i:lan 1 jO; Sl/~"" \\ ";'llU(' f~u.:r'Tn',",n f3~J,-h:h~ Fl J3."~26 Rp _' .t.,~ frip G..n'~nttiuil ,i"l1ui.r"is Watercraft S:alm.; and ~,{'r\'k(~ 1105 1& i W9 ,'\ion!! federal Highway Uuyntoll Be~lch, Flurida 334.15 T)ear \1"r hli,'\.1!~L~n: A., ",hif ieql,!;:';!, lllavc revie\vcd the tnp generation <:ompariSion of the 4,066 squar~ feet (If gross building ell\.'.., ',;c')mpr!:'\t:d of two buildingh as 1 J an auto pa.rt~ Ul$e and 1) ,I ,vatercraft sale::. and Sel'\iJ,;(" use. The V",'ti'ari::;on is ba~ed on Iho.: ultImal<.: use of 100% n~c of both b\lilding~ Your 3.%oci:nc \1r !3oh >lcS\.\'';\<:1H:''Y, h;~,.., adv:~cd me that thtl prior us!: \J,'3S an auto parts sa]<::~ and ~t{)r'agi,,' f;lCil ity., blOi\T i~'. rh l(:i~\uh'l P;,;r!s, 111C TT\1:>titute of TransporL,ition Engirleers (TTF) hDS fH'(ldu;;:ed a trip I'nte ft"\r' : hat '!~C 1'1 tI;, Edition of Jt:irLGen~.rati_m!.. land use code 843. .For the; total 4,Ofi6 square n~et tb:~ r,ndtKed ! ~9 ;ly lTji\~, und 1 ; P;..f peak huur trip", fhtl calculations are (ittached on a \Vorl sbeet. Ill:: 11'[ tlt"}(,;S not COn.tam a wat('Icra11 sales and service land u-,e category, The closest ('PT'llPU:il'nle 'J'"", :':> l! )j\uc'ogate is the sale of automobi:es, sirH;e they also contain ShnWI'(ln'f11 tiS well as otfi"c e,pB~o:',,'.:'n'ic(' and ':i;Jes Lii":it ilii:'s, The land u.se code for new auto de<llet'<;hip is 841, The trip gener::::t:,,:,: c,;J:r: ;~I1"L r('~wlted H1 i 52 daily lrips and 33 PM p-:ak hour,trips. This is mnst prohah1y n v.()r"t<,lse~('cn:p"'>, pfuducing more trip,:: than an1'clpated from the Watercraft u::; I,;' , In C(irnp;'Cb(11L th~ pnor llse genel'atl;d 26 more daily trips, and [61ess PM peak hour trips. TIi(',;c volume diCCeren.::e" a~ well dh the [o[a] volume of ~ithel' U'lC are llHignificant to the mC,~::;:.Jremcnl of pftak hi"I" level (.f ;,t:rvice irnpacts, Ai) ~uch, I do not hdieve that a trank study Shlltdd he v.';'HTant~d f(x t!>t" prc!p'YJed use. ['vlost cltic~ use 1,000 trips per day as a guide for' ri;'quiring tnlffl(' studit's. If YOLi '.h~'!.dd irah' .runlJer questi..:\1is, pl~ase fed free tn contact me. '; ;7tcel'\~~1 Y. !';EJrH aud ~CW\ARS, il.,\. I~hgl ~'h2'Cl~~ ,PLlft1ltt.::J:S - Sur"v~'yors ;,," -. - ;:::> <7 _-.:;;;r-<Z' - ~,~:::~:,:;:-__ //~"'.. .:4f'~ c,..... ..A'~. ",,-'e-(~~..............-"'!. ;r-- -.~ v ' t\n(lrl: (Jrc~e!lJ1\)Ff L)~r(':l'If}f.. j r3.~"j,p(1;-iatinn P.\~n!)';n:J, l'.,(i .'" :' l iJi ?t~n' "";.~' ["rKL '. \"ll '~(""', \V~!t~:r2ratt d(){' l~iSi.h"; ~~Gr:t'.i Aff(ire',,'Vs Ac\"'enl,8 i\ F~ L~ud( ~ :L':;'~:' ( ?b""1 61 E; . Fic,t!j,5 ::~~~~r. .;..,::~132 ; .":idtJ-12~55 ~ r-~))(: {9[~J,'1 '."7?1~?f~(4n I':" tl (': .:; .....~.,.~ ..LO....~. "';':, . _ __. ~., z o en ~ < Q" :!: o u z o ~ ~ U..l Z IJ,J C'J 9: et:: ~- I- u. <t cr: U 0:: w ~ ~ ~' o '--~---f <fj' "I~ (") ,.... 0 -' ('.j q: I Ii I g ~ ,~ ~ ~ I~.., c; ~ ffi :; :28-' Iw n:W a:: . If,J 006 uC o rY., cx::fY. '0.. u::~ 1.J.j~ I ?i .~~. ~ ~.- ~ Q. ~ _9::.. ~ (I) j I_I I -1~ <<i7 '-I- lu 0 0::1- r---.'--r--~'-' ~f.'- r~ r-..... ~. .,..; ~i IL. C) ,,'( UJ CC ~ t--i I I ~ ill ~I I ~~ ~= _I ~ ~ ~. ~ t'b..~ <(. (f)__. ~__ I- -1 ...I -<t: ~ IX a:: i~1 J~ I~ ill Z Z IbQ~ 18 J,g I I '- .' !..LJ.":'___ .:::...~ __._ _ -...J llJ V? :J 0:: o fi 0.. ; ,~., l";."''-' ... ';';-;;:.c.~ r--'-~ -~--- ~~j j ---.'::.------ ----~.l I tl) LlJ .J ~ if) o I- or ::)~ <LLJ ?;Q Ll.l \) LO I.iJ 1-- <<: cr. X'ID 0'<1.> 11') (_~ ~..; "<t fir " I-X :z: 0 z </) i 0 0';' 0: ::J :J j:: 0 0 UJ is ;r; I Z W .". ~ l\J ~~ is f\j ;.. w u.~ tt ..~ a. cr ~J W ~ ~ l- _~ __0- C!. r'--- rn ~--'1 r-. ..... It':> 8 <;I' I 1U) ill ::i './j (,., I- 0:: ~ ~ d; 10 l.l.J 11+- Q ;::l 0 <(u if) a. cr I- --0--'.-'-- 1,0 f'." o to ..... , ....-.., x C/ <0 ('\/ \C. 0'0 l.U T""--t 1- 0' II ~.._f_~.___.J~~~..~ o f,C1 '~ '<t ..- .;~ x ~~ (t~ 0 t.", "<:t Z O2 (/) i=o C( IX' &E 5 .J U.JQ I ~ Z UJ -"t '-' ill Cl ('.l .>-. to);::: 0 >- i1i CL r.O, OC --J i.l. L~_,~L__~_._ ~_____. ~_J "-J = (""~,J"'_"I,':'7r'-~!",,;o.") '!'~"r ~ ~~. ... o '<t, if) N + g<;o 0'.1 <D 'V (;~ Ctl"'t 'if i! l-X l) t d (f) o o Q ~ ~ UJ It <r; a: o Q ... lJ. if) C/} o r.c o . ~. uj po, Q Z Aut~mobile Parts Sales 0 ( 843) __'_ "'_-_~_.--o..-_~",-~_._.~ ..,.....__..___.'_._.__---.." '_,.._......_..___'__,~__._,,__.......___.___ Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross FloQr Area On a: Weekday Numb~r of Studies. 5 Average 1000 Sq. Feet GFA: 8 Directional Distribution: 50% entering, 50% exiting Trip Generation per 1000$q. Feet Gross Floor Araa r----'-----. Ave;;g;R~t~~--.~----~- Range of R~te;-.---~-.--.--.--si;t~;~dO~~icilion. -"---1 '--.-..-.-..-.--.....' ",.-- . .. --.....-..,... "-'."--'-'---" -_.. ---,-.-.-.-..-- --'''-.-.''"''. ... - "'-'..- ----- '-."'--'---''''---" -------..---.------1 L 61.91 4.2,17 .. 70,67 12.97 \ ----_.~.....-----_._-'---_._....--.......,.....__.._,----_..._-------------~-..---..--.-..........,.--- ..~~--_._-,-~----_.__.._......_-..-_._._-,---~ Data Plot and e~tion :~....~......~~..........,... Caution. Use Carefully' Small Sampls Size "T~"""-" L j CtO ~..._-- .-..... --:--....--- -- -.-.-----..-.---- ~- ---.---1 ./1- .. . .."," ~ 000 -+ - . . ~ . . \ I j ,1O0 -+ - i I i , 800 ~ .. - -- - ; - i . v': ,/ //: .// .."..:- / ..,,/" .' I ~ t; l.l.J ~ ,::: C,l -0 :c C\l > .../1'" ,. . . .. .. . .:.-rJ-t":' .'.. . . . ~ ;, ~ I" .. . . / . ./ 700 -~ " " "I'"' . -"... " Q,l C'1 ro ~ ~ II r- '0(1 j . :>. I ! - /' .. /' ./ ;'....~ .,. '''. ........ . -.... . '/;-:~:'<-~' ... ....... .:>(>............. '.' JY'" : ,.'""/ ....1"' ... ~'/r "",//, -.. -... .....:#'"r'........,/ ". e' .' 600 ~, 400 ~, i 1 ...... ....,.......' , . _ ;;. '.' .<:f .,/ :< // 1 .~./~ :1. , 200 .+--- i-- ~,..--T'-.~._..~ .__..!'-.---;....._._.r'--.;~-.- ,.._....-~.__..._.. ..-.t-... '300 ~ i I r" .', ......-'-....-1-....'. .-' -~----.-.. .- --./ ~ 5 6 ? a 9 10 11 1;;; ~3 .- ~ ,+ H; Fitted Curve Equati x '" 1000 Sq. Feet Gr~ss Floor Ama .....---.--.-----~~ Fitlcd i;'l,lrve ...... -" - ,A.vel&\il" fll'le , T. t1.0Z0(X)- 150~~. _0. _ ___ R'. 0.98 " J"I"o#...~..-r. ...."""-----.... 1451 Institute of TCMsportfltion Engin€ers >< A.ctual O#\la PolntB ....'1!l~~._iMlI~. Tnl) Gon~r5tjctl. 6th Edition ----.~._-------......~._-'~-;..------._""-------~-.,;,..--,._"._----~-,..~.'""'-._---~~_._.._,.;.-,.;;..---_._.._.- o Automobile Parts Sales (843) C> Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, Peak Hour of Adjacent street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 5 Average 1000 Sq. Feet GFA: 8 Dj~ection.~1 Dis!ributi~~,~.._~~% ~~te~i~_g'_~_~~~Cl__~~i!.i,~~t__________ ~_____ Trip Generation per 1000 Sq. Feet Gro$s Floor Are'a r------. -"--' . ,.... ._-~'-..--_-._.._____,._._.____....._. ...... '.__... __ ......__...._.._~__...__...._, I Average Rate Range of Rates Standard Deviation i r----.--- ..-.-----------------. -----.--..-. '..-... -----------..-.----1 i 5.98 3.83 . 6.87 2.5i~ I ~.---.-...,.-_..,>.__.. , . . '-~-~._------~---._---~._---------_.~-............,"'-, ....--.... ---.-----.--- -.-_.... umu lJlUl .UJlU !UUUlIUII UIUllUlll UJL UUI L1UIIJ UIJlUII UUIIIU/U UlLU 110 -,---.- I \ . ._._ n.._.___.__.____,... 100 -t ! J . . . . '.' . - - . - '.' ~ _ . ~ . . " 4 . . . . " ~ . ~ . . . . . . . . '. - - . . . . ..~ . - - . - ~ ,. ~ - . .... i '* .,/ I 90 i .. . .. ./ ./ /..... / . . //' , . - . . . . .. ~ ~ . . ;,""". ' . '. . / 7.',)" /. /! I - I $0 -+ . " .///<~ . . ...>~..,<. - . - . . VJ ~ iJ-l Q. -;::; f- ro j} .s;;: ro > ~ Ql m (j; ~ II f- ~.-,~.' I 70 "1 ../". /" , . . .",:,/""'.... .;"',....r... .,.../ : . : . /..../. - . " . . . .. ... . ~ . . w . -,. . ~ - . ~..~ . . . . . _ . . . /. . ~...":':. . . ~ ... . . ~ , A "" . .. . . . _,. . /' .' ;.../ ,....- x ~;.< .50' ... . . ~ . . . 1 . . ~ - - . . .. . . . . . ',' . . .. .. . 4,0::1. ,., , i /'",;.f"''''''/ 40 :.....,... - . . ,. ..." ~ ..... . , . . . I -,</" 1 ",' _...:..~~/./ ' ~o i -. - . x>:~~~~~~// .,... ': . . .. . .: .. ..... ....'.,. / " ! $0 --t. . . . . . . . . . . . . ~ . . . . . .. . . . . . . . . . x 20 -i~~~----r-'--. ; rt..-"-.--~r-~f-.-.~;_-----r._'-r___'----+-'- ~.. ---\-~ - '''T'-'-'-'"I'~---r--- "1' -"..- ""f . ~...x t 4 5 G a \) 10 11 1.;? 13 14 15 x "" 1000 Sq, FOeil Gross Floor Area X Aer'Jlll Data Polnt9 r.------.-.-~......-.........-.- Fllted Curva Avtrlge Ai'lte .~~~.~~~ \ ./ '-. / .....-...........".- ~-_.----_..... ..""'..... Trip GemmJ.tion, 6th Edition 1453 Institute of Transportation Enginesrs ~ () ~i>I'1' New Car Sales (841 ) ~-.._- '--.------,,-. "-- ----......--- -.--.-.-.. -----..--.- ~--- -----.-.- Average Vehicle Trip Ends VS: On a: 1000 Sq. Feet Gross Floor Area Weekday Number of Studies' 7 .Average 1000 Sq. Feet GFf\: 27 --- ._J?!~~_~tional [)I$t~~t~Q.0--=--_ 50% 6~~eri!!~ 5~o/~.~~xiti"~~__ _.___~____ _.._ Trip Genera. per 1000 Sq. Feet Gross Floor Area ,-- -.----- ". --...._--_._-----_..._...,-_._-_._-,,----_.__...._-_..,~,_.-_._--_._.,._-_.~-....._--,..- ....--...-.-.--......, i verage R ~ Range of Rmes Standare] Deviation J r--.". -.....- -..----. -. --- -- -.--.-- . "..'----.--- .............--. ----. ._____._.... ___.._.... __________ I ; . 37,50 } 1.564, 19,66 2492' ,----- C---,._._-~_.. ..--_...-..-.~.., ---------..'_.________... _____'.. ,__._ ..._~..._..____._......_....,.._ _ ___ ...... . ..__ .. '-_._ ~--~ Data Plot and Equation - -- . . , -....... -.- - -...... 'j .900 --.------. ..-..---...---...___.... ______Y. ___._ I 1,SCC 1 ---'~._.~ --- ~-_.._.-_.- - -~ ~,._,.~_.. -----..,~ '----.-"w.____.~,.. 1 ,loot . ! ! Q: D C W a.. !;;. l-- 0> ~ :c ~ ~1J 0- {tJ tn. :> <II: 1.S00 -r - . i,opO": . , I 1 400'1 . I ~ .3{JOj' . , , >. 1.200 -, . 1 i, loot. <' " )c , 1,0001" 900 J . i ;jOO .; . . - / " .... 700 1 " 600i' . , r(,,, 'r . :;O~\J j ~i}j ~ , . _ i , " I JOG ;~ y 200 -t..--....-'o..-..-- ,--'~,_._--,- .__...~--....,.- ._.~._".,_~~.._~., ._.._.____..._._ R____..-~,.,.._.~ .... .1'J I.~----" :?G ::0 40 50 ~\ Actua! [!ata Ptlints X;;; iDOO Sq, 1=<;1"'1. Gross Floor Area Fitted Curve EquatIon: Not giver) - - " - . - A vrm1(J~ n.ats '!"~~~~~ R"l - ....*. .. ("~~~''''''liI's.''''''~~~_Y.~~~, Tri(l l.-;L"n~,"at;on;; 6ttl Edit~Gn ~442 fr:stiti.';le of IranspcrtBtion EI)giM'!Irs ,', t" L' ;. .'. . "':' r..-'" .......; ".....~. , . "..... ~ r.:: ....."..;., Cr New Car Sales (841 ) __......_n.'. '. - --'_._~-~__'_~___.o.....-....M _ - ___________.._ ..... ....__.__...___~._,..__~_.___~_ _. ....__..______.~_._._._~_.;._~.__,_"_,,.~._______._.__ Averase Vehicle Trip Ends va: 1000 Sq. Feet Gross Floor Area On a, Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and S p.m. Number of Studies: 28 Average 1000 Sq, Feet GFA: 30 ._____.____-E~r._e~~~c~ ~I_.!?Lstr~~u.tio_~~ __~_~~:.~..:~_~.~r~~_~_~~,~~ exit! ng ___h. . !~~I.~_.9~.r:l.::rat~?~_e.e:!_1,QQ~.~.9.:F.~_~.!5~~_?~~_!J~.?!_,A~~__ i I. i __h~~_;~~8~~ .~!:!~___.,_.______ _._______~~~~.9.:_ of ~~te~___...__...___._ Standard Dev~atiQn __.____.. '~:?Qn.__~.'_-_______~~-.L"4i~_", 'n___ ._5, ?,!..._,..-_____.__ __.._ ____.___"____..?.:.~2?__" __'_'_'_> Data Plot and Equation ~-W;.t.-:'r"':''-:'',,,,;',,,~,-,,,,,,,~'W'',,~~_, ~:~ JOG ~'-- '. tIl '0 r- d} Cl.. ''- ~ U1 ~ ,;;: "Cl..) :> ()) 01 .::0 ,"-. Il.l ::. .q; .?GO --f " ,,- /- :< '. ':.~ . -~., _~,...r-__~;r~ ,'''' 10(; j }., . ,~~, ~.~..'\. :;.,-".~- -:~" " ~..' '- .., " l- _~,K""O;-" .""--w-' ",.' /'" j< J I I~.""'.-I ~x !' I ".,,~~, I I (l -.j.-- 'n-r~'->'__.":" "'-'-'-"-'"-~'~'--~:"-'''''-' --,. .....~-----.-r-7.... ---\'" . -'_._--'~--'--7 ~--'"'-".''''l' '\0 '20 .1.(i :.;lC' f..(' '>'J ~o ~O 00 x :.:;: 10{)O Sq, F~et (3~oss Floor u.~t:':~ )( Actw,' rJ;l;!1l t>olnt~ _-_.~~_ _.~- Fl~ted Curve n. ... Avr:q,~e Rate F:t::~=~:~:f~:~~+~___~o.~_1 .,........--.... ."""'--.........--..-,..,..,.""" 7'rip CenN8!io.'7, 6th fdit'cn 1444 ~;"lsU:utg of 'frc.:.;"spcrta:ion El ;gln0e(S ---- '" .... ....- >><- KEITH and SCHNARS, P.A. ,~ ENGINEERS - PLANNERS - SURVEYORS ~~ ~'*'~~""" ~. "<<-'00'1<.'''''<<.>>..1-._ December 4, 2001 Ms. Lusia Galav Senior Planner City of Boynton Beach P.O. Box 310 100 East Boynton Beach Blvd. Boynton Beach, FL 33425-0310 Re: 1109 N. Federal Highway Property Redevelopment BOynton Beach, FL Dear Ms. Galav: This letter is provided to serve in lieu of preliminary engineering plans through the initial site development plan review process and more importantly the request(s) for variance for the above referenced property. The submission of a preliminary engineering planes) statement was requested and previously discussed with Ms. Laurinda Logan, Civil Engineer with the - City of Boynton Beach, due to the multiple variance issues resulting from the intended redevelopment and the limiting conditions of the existing property. The site redevelopment of this property, as indicated in the site plan, will entail reconfiguration (removal and reconstruction) of the on-site roadway/drive aisles and parking areas, and landscape/irrigation improvements. Additionally, walks and other impervious modifications along with pavement markings/signage are anticipated to occur as shown on the submitted site plan. The existing building /structure sizes are not intended to be modified other than access/entry locations, thus the existing utilities (water and sewer) serving these structures are anticipated to remain without modification. Insofar as fire protection, an existing fire hydrant is currently situated along the FOOT right-of-way fronting the southeast comer of the property and is anticipated to remam. ., Due to the absence of available green/pervious areas, the site drainage and storm water treatment shall be accomplished through an on-site exfiltration system consisting of one (1) type 'C' inlet, l5"diameter corrugated aluminum exfiltration pipe and a pre-cast manhole designed to contain as a minimum the first inch of run-off, meeting the requirements of the South Florida Water Management District (SFWMD). The exfiltration trench (perforated pipe, filter fabric and #57 stone/washed rock) shall be situated beneath the proposed pavement and shall include a pollution retardant baffle (PRE) constructed within the receiving basin. Complete site engineering and utility plans shall be submitted for review/approval upon resolution of the site plan/variance request(s) approval process. Should you have any questions or require additional information/clarification, please do not hesitate to contact me at (954) 214-6770. Respectfully, KEITH & SCfl.NARS, P.A. Engineers - P!armer$ - ~s 73-1#'~ ~- -- ....' Robert F. ~:r~Sweel1cy, P.E. :i7~47~l 650G North Andrews Avenue · Ft. Lauderdale, Florida 33309-2132 (954) 776-1616. (800) 488-1255. Fax (954) 771-7690 . , r . ~ i . 1'1 : . s . ,. . . . . : '" ~ ~; ..... !O ~ ..... (') ~ - -j "< . VI : ~ i ~ · b. ,.." i ::b UJ: <::::J · VI I ~ 1:> ~ li <;') III t:J Il'\ ~ - ,... CD - ~ o '-J (It ~ ~ ~ ~ <::::J "'1 ~ n, . n . .. ~ ,.... "" ""i ...~.. 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