Loading...
REVIEW COMMENTS '0' .il" i ...?:'( 11:4 ExHl BtT \\ B'I \. -:Sll~ (.12. I rvCLVSlVQ 1'1, 1"/~!() ]4'07 I'u~'. f '~-~. Barton-Aachman A..ociate.f Inc. 3111 South Dixie Highway, Suite 222 West Palm Beach. Florida 33405 USA Phone: (407) 836-4149 (407) 832-0154 / January 10, 1990 E~; ,,~v"'r;'1r"'V1QD .L.~. ~..::.......;..... ..J..j Mr. David J. Levy TRAOEWINDS GROUP 902 Clint Moore Road Suite 124 Boca Raton, FL 33487 JAN 16 1990 PLANNING DEPT. RE, Off-site Improvements for Woolbrioht Place PUD/PCD with Enhancements Dear Mr. Levy. Pursuant to our diflcu88ions, I have re-evaluated the traffic impacts from the Woolbright Place PUD/PCD, bafled on the enhanced land use plan and the original conditions contained in the Apr~l 1, 1986, report by Hurray Dudeck and Associates. The re-evaluation was performed by removing the ori0inal approved land use (trips) from each of the intersections, then substituted the enhanced land Ufle trips in their place. The enhancement land use plan consists of. ' . mUlti-family residential 600 DU . Home Depot 102,750 SF . retai1/shoppin9 215,750 SF . Bchool (church) 500 Students . Church 1,200 Seat15 The site related trips were distributed onto the system based on the original 04/01/86 distribution models. Internal trips were credited bafled on the land use mix which resulted in 9.2\ a.m., 10\ p.m., and 8.4\ daily. PS55-by capture rates for the retail and Home Depot use was held at the 25\ used in 1986. Each intersection was analyzed based on Manual which permits maximum efficiency 819na1 sequences. The intersections exi8tin~ (1990) qeometry. the 1985 Highway Capacity by the use of multi-phase were analyzed based on The highway capacity analyseB have resulted in the finding that the enhanced land use plan does not triOQer any add1 t,ional inter- !Section improvementfl above and beyon~ those reported by Hurray Dudeck and A88ociatea;:Ln fact, in a number of caBen, the required ~vements are less. All of the inter6ectione ~tudied, with the 'B' 407332015.'1 (l1/]0/~1() ].1'0'7 PO;) , Barton-Aschman A..ociates, Inc. David J. Levy Page Two January 10, 1990 exception of S.W. 8th, which is not yet completed, do not require further geometric improvement. In a number of instances, and specifically Woolbright Road and Seacrest, the appropriate level of service can be achieved by re-striping lane deBignat10nfl and installing multi-phase signal operations. The new trips for the enhanced plan are detailed on paqe 13, 14, and 15 of the workaheets. They identity a net external impact ot 678 trips a.m., 1,215 trips p.m., and 15,464 trips daily. The , analysi8 resulted in the following inte rsection conditions I improvements: 1. Woolbright Road and S.W. 8th Street. . Add Westbound right turn into eite. . Provide Southbound Left, Left-through, and Rioht turn: . Provide Northbound Left, Left-through, and Riqh~urn~ ~ ...~ . Siqnalize intersection when warranted by MUTCD standards. Provide Eastbound and Westbound protected and permissive left turn phasing. Provide separate 8p1i t phases for Northbound and Southbound approaches, with overlaps for the right turn movements. 2. A.M. LOS-D P.M. LOS-C Woolbright Road and 1-95 ~ ~ . No improvements n.o..sar~ (/ A.M. LOS-C P.M. lL~C WOOlbright Road and 1-95 ~. . No improvements necessary. 3. A.H. LOB-C P.H, LOS-C 4. Woolbright Road and Seacrest. . Re-stripe Seacrest Northbound approach for Left, Left- throuoh, and through-right. '['J 'i(m;:~:~(j 15'1 (jJ/J(l/~J(j 1'1'(j\:;l ))ll! ~ Berton-Aschman Associates, Inc. David J. Levy Page Three January 10, 1990 . Provide signal sequence to allow protected to permitted Lefts tor East and West approaches. . Provide split phases for the North and South approachee. A.H. LOS-C P.M. LOS-C 5. Woolbrioht Road and Congress . No improvements necessary. A.H. LOS-C P.M. LOS-C 6. The realiqnment of S.W. 8th Street and site related driveways and intersections ehould be consistent with the 8i te pla.n prepared by Kilday and Associates, as per attached exhibit. The notes and calculations have been attached for review, Sheete 1-15. They were prepared in a clear, step-by-step procedure "to facilitate reviews. Sincerely, BARTON-ASCHHAN & ASSOCIATES, INC. Andre Groenhott AGlkes Attachments cc. Harty Perry 1)1/11)/ t)1) 1'" 'elL U~V f """'VV.J., (,. . ,(6) Barton.Aschman Associates, Inc. 2627 N.E. 203rd Street (Ives Dairy Road)l Suite 207 Mlllml, Florida 33180 (305) 935-0410 ProJOOI WWU3--E-\(,.l-IT yJl_1 I) /fX-'O JOllNOn()~ oq CJ(. SYbj.ct \ '1 ~-cO \jJ I e")Hf::.rN~YV(AJf"slleel-l- 01 Me(le oy I~ D~l~ II ~ ChecKed by Date 14 t) (;o I, WoOL. ~..J 7?-t0 nT ~ '0 LV e.-r+ I I (1C1~~) Am G '\}(.,) )0)'\1\, -..._---_......~._...._.._-----_._~. u \) L ~ ~ 0 JJ l. ~\')6~ r 4l.4- \.J...d!~ el -2- I 1 ( I ~J" -9 ~ \) C> O~ 1\ \t- ' 5(",)8 ~ CJ~:f.\ (~ \l t>.J J1L "'-0 - 13'l.~ rtl8' '^'~ - Zoz..J \ i r 14-19 ~ ~~) \J o ---" M I\J .... .............. ~8 \) \ "~--re j I.; V\ -n ON ---- e.es /SC)...."Vl/c'^ , DI(f1 u.. 5kyfl:~ ~ ,~~~ ~ ":\11 v..:: ~i;)"'\\\ ~ \..., ~ ~ ~ \J ~ ~ ~ ~ ...... " \J'. 'L..4ol, "\9 ~- ~t>?D ~ 4t>~ j J ~ d l~ i 1 ~ - '_0- f. IS' J t 2~)~ i 3 () /(/J r ID~ 10)(> ~ .,') " f\ 0;:) II n ~ 6 ~ ~-'\A-'\ /") ::' ~, v '--.) v .,.{t.,~c,. ~I\~ \D L<1 () ~6C:J ........... """ ;::: ~ \}. v"---'~ ~t'I)'Q " V; J t G [=70J (z-) 38.J (JM OJ ~ ...... {':) t\l ~ '-- J J, I \p. \:::/_1] (IS) 9 j ~ -24(<\4) l47_J ~IOI~)C'1?J t ~ ~ ,-, ri'J 00 - (Z.c.~~ jSC+1/C 1-1 L--..-J (00) - OYT I e-e; r "/ ~ V).___. 1 N .--- \::. f';:;) U 1)1' lV' vI" lv,'"tL. U""'tVIV.....JoJ.1-:If' .' (6), Prol~cl v../.?CC'I":' Ie I (, VI r (J!.,.-1 j) Job N" \ I 0:' OCl 0 {, 3ubjeCl t tl & L. wi f f-J )'1 ,.. -r'10 Ct:.. 8""0\ 1L "f _ - Made by r~ D,lo \ I t- C~o<:k<!ld bv Dele I Cl t1 D I Barton.Aschman Associates, Inc. 2627 N.E. 203rd Street (Iv as Dairy Roa.d), Suite 207 Miami, Florida 33160 (3Q5) 935-0410 \, WOOL~~.II6n1 i SW 8'"1rl \ \ C\ cS' (P I~ ~)~L (VI j t)\A.~ S \ l~ ._~..._.~~~.~.- ----_..__._~- ~ rl(()~ L ~~ '\..Il~ -- \'bg~ J \L \", r 4-zA- ~ ~ c.;, J ) t r \ '!> I (,p ......,. \t) \) \j IZ-.I ~ ~~\\) ~o ~ ;/\ 'J IV> ~ " "- Jll. PY'it .-. -,. .._--- -_....---...---_.~ ~ 5'3- - I'?Z-S r ne \.v -...:. 9 'Z.. ~ ( a.. I~ ~ ~4--~ r----'t ,-. r"T'\$ N'I _ 6o~ - ('1-. ~ ~ N .Q J. t ~ ----.., . -........-. c.~~~r.:<<::.'P L~~'O l^~ Qrln <N cJ' ~. ..S) I ~W~ Ql;) ~ \S\ ~ J. L ~ T)'Z,.\P~ ~, ~. ~ [ \ 00 }-:-7" -t'> "/ li(' ~~t" ~ ~.~ ",1<; 8- L~4G:~O l--7 - I <D;;/ [7b-YlO--' L- 1.:~ ... ~\l'?;7l ~ \.J ~...\~ t -d- f"""-l V> ~ t ~ r~\ ~ -rDi Po t.,.. \q 0 b 1- rJ~M L ~ (;;J "1- "- \DI\J ~ ZIO ~ ~ ~ r N t.It:t7\) (.?,)) toJ () () ""- '\be -. tv ~ ,>~o N,-~ J t ~ C ~'C4- P Wfcf J 1 ~ r tlB -----.... -......--. \ ~ z.. ....--1 t'j t r'a Z.Cf ~J ~1C Il'1'? -? '-!)~\J \ '2 ~ ~ --"" f'l...~~ '>J.. ~, ~ 'll ~ ?4~ N) :n '" ~- \j- ~)1" 1\)/ :;:".1 " l.0."'-t0 U ''.1 t Vvv J.."""'1 f """'1. 1885 HeM: SIGNALIZED INTERSECTIONS SUMMARY REPORT *..***.**...***..~..*..*.******~~".,~~***.*.44..'.~*****~.~.M'X~~.*******...** INTERSECTION. .WOOLBRI6IH ROI1D/SW 8TH STREET AREA TYPE... .,OTHER ANALYST" ,....ANDRE GROENHOFF CATE.. ...... ..0\/09/90 TIME. . . . . . . . , . AM PEAK 190G COMMENT..... ..~NHANCED LhNO USE I MD~ 1986 OAT~ BASE ." .~.... ....----.- ---- - ...-....------ ---_.~ -.' -, --.- _._- - --- .-............- -. -- -- -.....- ..~ --..~_. - - - ---..... -_..- ....-----..............- VOLUMES GEOMETRY [8 WB NB 58 EB WB N8 58 LT 132 424 7G 242 L 1'2..0 L 12.12J l. 1'2.0 L 12.0 TH \283 \360 59 106 T 12.0 T 12.0 LT 12.0 LT 12.0 RT \ Z 1 '2' 0 80 ~\ TR 12.0 T 12.~ R 12.0 R 12.(,1) Rk 60 1I11~ 60 130 12.0 Fl. 12.0 12.0 12.0 12.0 1'2.0 12.0 t2.Ql 12.0 12.0 12.0 12.0 ~______._____~_~_--------_..._.. ......___________.__...w_-.---------.~.~--.------~....~'----- EB we NB S6 GRADE (X) 0.00 0.00 0.00 0.00 HV (%) 2.00 2.00 2.00 2.00 ADJ PKG Y/N Nfl\ N 0 N 0 N 0 N 0 ADJUSTMENT FACTORS BUSE.S PHF PEDS PED. BUT. ARR. TYPC Nb Y/N Mln T 4 0.95 0 N 20.5 :3 4 0.9G 0 N 20.5 3 0 0.95 {3 N 23.5 3 0 0.S5 0 N 23.5 :3 ____________~_.~______________.A......_.___._________.. ,...,. .-..- ._-- -- --.--- - "."''''' _.....--- -- --....... .... S 16Nf\l~ SETT INGS CYCU: LENGTH = 90.0 PH-I PH'-2 PH-3 PH-4 PH-t rll 2 PH-:3 PH-4 E8 LT X X N8 LT X TH X TH x rn x HT X PO PO WB LT X X SB LT X 1H X TH X RT X RT X PO PO GREEN 16.0 34.0 0.0 0.0 GHEEN 10.0 18.0 0.0 0.0 YELLOW 3.0 J.el 0.0 ilI.1ll YELLOW 3.0 3,~ 0.0 0.~ .~~....._~-----------_..._..~~.~----------_..-.- . ._ _.._ _._ _ _ _ _ _. __.. .... r.. ",._ ....... --- --- - _. .-.- ... >.",.-.."- ------ E8 LANE. bt{P. L TH L T R L we NB S8 LT R L LT R vie 0.307 1.032 0.987 \ .021 0. t 53 0.363 0.346 0.1 Z 1 0.520 0.502 e.055 ~ ., ( .... LEVEL OF SERVICE DELAY L.OS 38..2 GfG 0.588 0.378 0.508 0.378 0.489 0.\ \ 1 0.111 13.111 0.200 0.200 0.378 41.2 46.3 38.3 8.2 ZO.7 24.2 23.3 25.6 2 t .5 11.5 APP. OCUW APP. LOS o (j E C. o 8 o c 3.8,4 o 2G.l o c o C 8 22.5 c ._.________._____h.__.________.__._._~._.__._ ~)1/ 1\.1/ VV ioJ.'''''' ~ ".' (Vvv.L-X I.. 1~8S HeM: SIGN~LILEO INTERSECTIONS SUMMARY REPORT z~ ~t************~.t*********~*********...t'********~*~..***e_..',."*.****" INTERSEC110N. .WQOL6RI6HT ROAO/SW 8TH STRECT AREA TYPE... ..OTHER ANALYST.. .... . ANDRE GROENHOFF DATE.. ....... .01/09/90 TIME. . . . . . . . . . PM PEAK 1986 COMMENT.... ...ENHANCED LAND USE I MOA 1986 DATA SASE ...... _____ _ _ _____. ... _.~ c....M...._ ______~_. __'_' __ _.._. ____ __ _. _ _~.. .'..M'4 _. - - - - __ ..._ __ ......... -- ---.----......- --- VCJLUMES GEOMETRY E8 we NB co EB WB N8 S8 LT Z~b 118 134 403 L 12.0 L 12.0 L 12.0 l_ 12.0 TH 1259 1158 159 108 T lZ.eJ T 12.0 LT 12.0 LT 12.0 RI 34 367 445 222 TR 12.0 T \2.0 R 12.12) R 12.0 RR 34 100 100 60 12.0 R 1~.0 12.0 12.0 12.0 1'2.0 12.0 1'2.0 12.0 12.0 12.0 1'2.0 --------_._-~-_._._---------- ." ..,._._------_._.._~-.- - .-. ..___ _ _.'_ _. ..' 'u ,....,._ .'. __.____........c..___ ADJUSTMENT FACTORS GRADE HV AOJ PK.G BUSES PHF PEDS PED. BUT. ('1RR. TYPE:. ( Yo ) ( % ) YIN N1'\ Nll Y/N Min T E8 ~L eJ0 2.00 N 0 4 0.95 20 N Z0.5 3 we 0.00 2..00 N 0 4 0.95 ~0 N 20.5 3 NB 1Zl.~1lI 2.00 N 0 III 0.95 20 N 23.5 3 S8 0.00 2.00 N (3 0 0.95 20 N 23.5 3 ___._____._....~....M._.. _____..__._..... . .....--.------~.-..... -. .'.-" ~ ,- -.----- ---........ .-.....------.-..... ....-------- EB LT Hi RT PO WB LT TH RT PO GREEN YELLOW Pt,-- \ X PH-2 X X X SIGNf'\L SETTINGS PH-3 PH-4 x x x x NB LT TH HT PO SB LT TH RT PO GREEN YE.LLOW 13.0 :.1.QJ 3S.0 3.0 ~LIll 0.0 0.0 0.0 ____ _ _ ___ _ _ __. _.... ,_ ~." ... _.. _ _. _ ___ ___~._._, ..', '.'" '.,._...... ... __ __ __'M_ _ __. LEVEL OF SER\llCE U,NE GRP. vie GIC DE.LAY LOS E8 L 0.739 0.557 17.1 C TR. 0.925 0.389 23.4 c wo L 0.141 0.567 7.0 8 T 0.852 0.3813 19.3 c R 0.485 0.389 \3.8 G NB L eJ.720 0.111 37.~ 0 LT 0.81 1 0.1\1 37.4 0 R 0.90\ 0.255 34.5 U SO L 0.693 0.222 28.\l 0 LT 0.667 III "'J " 23.1 C .1...<.'- R 0.487 eJ.222 20.5 C CYCLE LENGTH .. PH-2 Nl--] 90.0 PH-~ PII - I X X X x x x \0.0 3.0 20.0 13.0 3.13 0.0 0.0 0.0 APP. oeLl\\' APP. LOS C 22 a '2 17 _ 11 c 35.9 o 24.4 c - - - --- - --- -.. - ..... - ---- --.--. .....-....--- t.I~, l.VI' vV .1v.'v ... .-~'.i I .............O.J.I. .a. I .a. .~, Barton.Aschman Associates, Inc. 2627 N.E. 203ra Street (\vas Oalry Road), Suite 207 Miami, Florida. 33180 (305) 935-0410 Project IN LX)G'i71~ I IS pi (>l). DlpC;V Jot> No no~:., t..A ot-. SUDject '10 e& 00'P111(,?"y0b sMe\2 ,,' 1<' M~De by It!';.. O'ln_IL-- Ch<JC.kcd by DoloJ '1 ct () t. ' WOOL 1l;..>e,.1 G H"'" ~. j - qS S6V.1"'\ (v..H.:.......,. S \ O~) {V." 'tJ Cn ) tvyVI. (0at..) PyV\ o ..... o -- J ~ (-- I 4.~9 r e.O go o () ~ ~ 1040 J ~ .r- Z~l I =: S 7 --0;> 0+ \ 1. 11.- -"\I' o~ tI\ ~-rR' ~(..t Tl ~~ -.----- \U;<;;/ S~/ c..l ~tl !\) J ~ z 61~ 6 t.( \C-t \ ~~ '" J (:-- yS1D 0Jr~ '\.~ ~ d ~ 30lt, --- 'l ~ 7c.. --7' \ s ~()~-l.- ~~lr 2. 57~~ ;P]o""'" IO>()~ Q DW' w r-" ~ "-"/ N "- d ~ \U3- 0)(j Q C I e>J ("~) cP ~ -'" [ ~ J (t) ~~ S ~ ~ ~ f)~ ';\" '-.J 'J Vi J ~ 7b (4)[10J [ 7&, ] (to) 3 z.. ----}> Q:S)(14) r 9 -4- 00 '" ees,/sc...ty"cYl loO), off) c: t- LOU] -, ~t.-)A-1L- '-'j,./.1\j/O\.J .1"",."""1' ......"""1'_,. Vvv..L--:J I .L [6), Barton.Aschman Associates, Inc. 2627 N.E. 203rd Street (Iv6e Dairy Road), Suite 207 Miami, Florida 33180 (305) 935{)410 Prolect Wbtn.ift; fl. 11:",11 P0 P/ft-f) JC>t.Nol/D'f;, t1t1 be.. Svbjecl I, q g- ~ 0b tv 1) I 1"1 crJ'...:l f.. !;tl~~I.4: of l.:j MaMby A-? Dal..-0-L C~eckndbV Dale \ 4 q 0 -7., V.JtrDL~ e..16 Y1\' ~ J:.A s SO, (lN~;;''') l \ C\, t b p; n....-c V'.~, U \.-.';' <:;.) IE.. wt; p..v"A 4 S s01HY 1\). 0 ~ ::: "-- I ;~o J ~ + z.oB II'ZB-'" ~S7- ~ A ~ PYVi c, ~(l.. Q'F( ~~ \ON J l, ~ 800 r- Z~I I.o-Jb \ 4l.0 ...-, 5:;6~ q~~6 O'~ ~C;?~ ~~ r-?\ \) ~ ri. N tl (\0l~8~ [<:;J414. rt'10 r-7 A1-JC.0) t..~ 'D y.. ~ e. Th'lf~ II tV "" t -J ~ d ~4'Z..Ql5;) C140) j \ --?" L4rJ \~~ <.- 'Z ?-l(PZ.] fW/I -w 1I~ (... \qJ~ PM ~ f\j Q ~ ::::. J l, ~140~ + 10 fI' ,.. ~ t.;)'-1,l:11VW P~1€M ~ ~ '-S> N d ~ t-\OSl-- r'Z!;1 I~\S'-? 4D4 -J, \000->9 ~O,~ \)1/1\)/:;:)') J.0.""t'"1 U "'"t'j j VVV.L """1 I """1 1985 HeM: SIGNALIZED INTERSECTIONS SUMMARY REPOR'r 4-b ..<<*4********4..*t.****~**t**..******~<<~..***~.*~X.~~~~*******I*~~M~~<<.*** INTERSECllON. .WOOLBRIGHT ROAO/I-95 SB RAMPS AREA TYPE:..... OTHER ANALYST... ... .AG DATE......... .01109/90 TIME..... .... .AM PEAK 198G COMMENT. ..... . eNHANCED LAND USE I MOA O~T~ BASE -~....._.~-..... ...--.-----.-.-----....---------.-- .. . EB LT 0 l'H 12.15 RT 404 RR leJeJ VOLUME.S WO N8 2.08 III 1469 0 el 0 o Ql S8 ',0 o 529 6~ ... .___ .__...___0__0_ .~ _. .,_ .' _... _ _._ _ _ .._....... ~_' ....-.--- - ----- ....h.... T T R GEOMETRY EB WB NB S8 12.0 L 1'2.10 12.0 L 12.0 12.0 T 12.0 12.0 L 12.0 12.10 T 12.10 12.0 R 1'2.0 12.0 12.0 12.0 12.0 12.0 12.0 1'2.0 lZ.e 12.10 12.0 12.0 12.0 _..~___,~._____________._._... ...,_____._________.__.___ ______..______.__.___.w_~..._________~_~. ADJUSTMENT FACTORS GR.ADE 1-tV AOJ PKG GUSES PHF PEDS PEO. BUT. ARR. TYPE ( r. ) ( r. ) Y/N NI'1 Nb YIN Ml.n T Eli 0,00 2.00 N 0 4 0.95 0 N 11 .5 3 l,.J8 0.00 2.00 N 0 4 0.95 (2) N \, .5 3 \\IB 0.0eJ 0.00 l\l 0 0 1.00 0 N 20.5 3 S6 0.00 2.00 N 0 4 0.95 0 N 20.5 3 "'_"'._____"__ ___ _ _____ __. _.____ _._ __a_ _ _ ._. _ ... _ ......._ _.~_..- -.-.- .'. ... '_W'" ..' ,-' ....,..~ -- ------ - --- EB LT TH rn PO we LT 1'1-\ R1' I~D GHEEN YELLOW PH-l PH"Z X X )( Y. x 31.0 30.12l 3.~ CYCLE LENGTH - a0.0 PH,. 1 PH--2 PH-3 ("II H 4 S!GNAL SETTINGS PH-3 PH-4 0.0 0.IZl LANE GRP. vie GIC E8 T 1.033 ,? . 333 R 0.371 0.556 WB lo 0.360 0.344 T 0.590 0.711 ~.>B L 0.153 o .,""'" .t..f-t. R 0.34\ 0.933 .-..~._----------_._-_.-_._.. :;),1,1 0.0 0.0 NO LT TI1 RT PO 58 LT TH RT PO GREEN YELLOW 20.0 3.Q\ ~.0 0.0 0.0 0.0 0.0 12l.0 x x LEVEL or: SERVICE DELAY LOS 43.9 E 7.3 8 APP. DElJ'iY 3G.3 APP. LOS n 16.9 C 4.4 A 21.4 C o ') A . .... 'J.1 8 11.8 8 .....--.-------------'.. .... ..--.-------------.---....-. INTERSECT! ON: Delay - 22.0 (9~~(veh) vie r. 0.074 LOS = c \.11' 1\)' "') 10.'"1'"1 w...:r~J-'..V"""""'.L -:I: I .. 1985 HeM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ~~ l~(,*.,*,**.**,~"'*'***.*'*'ll.***.*******'~'.**.*****.*...~*.**..***.... INTERSECTION. .WOOLBRIGHT ROAD/I-9S SB RAMPS AREA TYPE. ....OTHER ANAL YST . . . . . . . AG DATE........ ..01/09/90 TIME. . . . . . . . . . P~'l PEfllt< \-iie\'\t b COMMENl .......ENHANCEO LAND USE I MOA 1986 DATA BASE -----_._-- ....._-.. ..... ._~... -....----.-------. .-- ,.". -,- -- -- - - - - -- -.. --.~. .... ,.-.....- --. - -.- - - --.' -...... .... .." " .,.. ~.. --- --- 12.0 GEOMETRY wn NB S8 L 12.0 12.0 L 12.~ T 12.0 12.0 L 12.0 T 12.0 12.0 R 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 1'2.0 .,..- -- --..----- - -. '...., ..,. -...... '--'- ~ - --.- - _. -.... ~-. , , ..,~ EB LT Ql TH 1600 RT 6Q)J RR 100 VOL.UMES WO NB 2~1 0 1057 ~ o 0 Q) 0 58 240 o 693 60 EB T T R 12.0 12.0 \2.0 1'2..0 12.0 ._.~--,~-----_._---------~,---------------_. AoJUSTME"NT FACTORS GRADE KV {m.l PKG BUSES rHI~ PEDS PED. BUT. ARR. 1YPE (% ) ( ~ ) Y/N NI"l Nb Y/N run T EB 0.00 2.00 N (1) 4 0.95 0 N 14..3 3 we 0.00 2.00 N 13 4 ~.95 0 N 14.3 3 NO 0.00 GL00 N 0 c:l 1.00 0 N 25.S '::f .. 58 0.00 2.00 N (3 4 0.95 0 N 25.8 3 .-- -..-._..' - ---.---.- -..... .~.... .... ,; -,,-.- --.---- _.- -- ._,_. SIGNAL SETTIN6S CYCLE LENGTH - mL0 PH-l PH-2 PH-3 I~H-4 PH-l PH-2, PH--3 PH-4 E8 IT NEl LT TH X TH RT X RT PO PO we L1 x 58 LT X HI x. X TH RT RT X PO rD I,jRE.EN HJ.0 38.1lI 1li.0 0.0 GREEN Z7.0 0.0 0.0 el.13 Yl:.LLOW 3.1li 3.0 (l).0 0.0 YELLOW 3.0 0.0 e.0 0.0 __. __ ____ - ____ .__._ ...,.,.~ ." ......__.__.______ _n. _.. .__._._-------_._-_.~~-~...~----------_.- LEVEL OF SERVICE U"tNl.: bHJ' . V/C G/C DELI1Y L05 APP. UELAY ('\Pr. LOS EB T \ .074 0.42.Z C":'""';\ --:'I E 413.0 0 -J ,_ . '- R eJ.472 0.722 3.8 A WB L 0.776 0. \ 78 34.7 0 14.0 B T 0.477 ~.b33 5.7 8 SB L 1il.247 0.300 18. t G 10.G 8 r~ 0.460 0.1]33 0.4 A .-. ... -. ---- ---.--- -........ .,,,...,,.--.- ---- - - - --- -'_.~ ... INTERSECTION: Delay = 26.5 (:'lc~("t~11l vie = 1.134 LO';'; = 0 \)1/ lit)" ;j1t~1 .Lv "'"tJ ~. U "'"IV ( V....Jo...I.1 -, I -, PrDiecIW~(G\Gi..tl }lv, \)/ PC 1) JOlJNOnO~ O't () 7.-, Subject \C\&~ (CfN~I-TicnV7 Sheel S- 01 1(' MaOllllY M DlIlo I! $ cnor.keo by p~lr. 1 C1 '1 0 Barton.Aschman Associates, Inc. 2627 N.E. 203rd Street (lves Dairy Road), Suite 207 Miami, Florida 33160 (305) 935-0410 7;1. L."-.)~l,;IL..:'h I~ 16 H-r e T. e'"\ 'S f..){)-~-nl &- l'i(;;J1) I (t<; ~~) p. YlA (\ q J-- ~) PV~'\ v0 :,.'=> \ J <=1'1-1---=1 '1' ~I)/Q~ C1~ ~ON L ~7~ '-- \ 1(.. 0 ~ 264- ~ tM~~ ~ ( No (J ~ ~ 5'~e --.J /2. 't~ ~ ~s ~.Jf:i:Jf'l' 'l r" .k \.tl ~~ q S NO/O(':( '0\ ~T-e-II21tATl ~ - ~!5rJ..ld ' O't..f It ,c..... ~4-~1 {;-- S" ~ '=-\0)" ~ ?.~ /0 t(l'~ 1 Z~~ l \ oluJ ") 5'71:)~ ';\0 IOlo~ t,~ [070-4 ,,~ ." ~ 'Cl -... " '...... lG?J("))5! Ji [IZ,J (\) l~ ~ 00 rc.f,':J!w/r;r.t (PI)) O(->-fl(!l [el() J ,ZL ~l L AIM. 111\.1 ~ ,;(7)U 4-J ~ tt- \~CI)rt:lbJ [z SJ (\ 4 )Zs--J ~ [SQ (C,) ~~ ~ ;) \........ r ~l \rv I '\I.... ~ C S1 U Vj,/..1.\J/Ot./ J.'-"."""t...J ......'V'vvvJ..'r"""'1 .~, Barton.Aschman Associates, Inc. 2527 N.E. 203rd Street (IV6S DaIry Road), Suite 207 Miami, Florlda 33180 (305) 935-0410 PrOjflel LUOOf.- 'brl./6t17 ;4..-1 i) I pcP Jllb Nol f c; ') 01 0 Z 8ubjeC\ Iqgt, (:oJ1JD I /l(;P{J So Shoo, b 01 I c:; Made by I-){S D.II, \ / ~ CnecKed by oarill '1 C\ D , ;" vJ'blX.b Ie- \ 6 ~ 'T i J. (1 '5 l)ue- (l-{ U-f'f':;;i ) IY.ffc YvlI ~v. tj /XVV\ 0:.:;. \ 1"L. .p VV1 '-'ION u/ (J ~ P't..- ~ '1 ~ L ~S4- lN~ t- I oct ~ ~ Bob (i.V wyZ. ~p Z."ll J ~ r 5"04- -.J ~ ( ~ 4-c -4 II bb-:=; ~~ ........'-D ~~ qs .)/Ol'{ er ~/~ fP' ~-f\.) ~l Y"l"1\)C 6:D l,...flivD IA~~ Tf/l ?<, &-1[4\J '- \0 [BS] C ~ J 55 Ji -- ~ [47J Z~ .J ~ [ l~) ,'? -->7 ~ [~4-J ~-7 tv l\J r:.1 tf) ~ ~ C!J A1.M ,01 Y,J.. l- p)'Yl e..N\-1 P,"1Vtt:P L Y~0 t.,fnJO V1 ~t..- ~ Z 5'4- ~ 1\44- \qJ't (- &.,:) ~6z... ~ ') P 51~ .-/ \ r> 91- \ -7 Q s I Z~~-7 In. '-J \r) ..... -~ '" .- Vl/ l~I/::;IV 1'-'. "'1 V U""tVI U~vJ.'f' IS65 HeM: SIGNALIZED INTER~ECTlaNS SUMMARY REPORT (p/J. *ttt*'***'J*************,*,*****~,*,*****.~.'***4"~~*****.w.w*****..***** INTERSECTION..WOOLBR16HT/I~~5 NB RAMPS AREA TVPE.....OTHER ANALYST.......ANORE 6RQENHOrr DATE......... .01/09/90 TIME..........AM PEAK tgaG CQMMENT.......ENHANCEO LAND USE I MD~ \98G DATA ---- ---- _ _ ...... _ --- ---..... ........ _ ---- -.. ~.- _. .----.... _ ------ -... -.- - ----~ ....-- -- - ......,..- - -- - -.-.... - -- VOLUMES GEOMETRY EB we N6 so EO we NB !;O Li 352 0 530 0 L 12.~ T It.0 L \2..0 \2.0 TH 97\ 1 \ 44 0 0 T \2.0 1 12,2 L 12.0 12..0 RT III ~76 100 0 T \2.0 R 12.0 R \2.0 12.0 RR 0 \00 60 0 12.0 12.i2J 12.0 \2.0 12.0 12.0 12.0 12.0 \2.0 \2.0 12.0 \2.0 _____ .........________________ _. ..0._______. ___ H~_.______.__ ......... --- -----.... ........---- ------ -----.---- ADJUSTMENT Ff-\CTORS GRADE HV AOJ P1<G tlUSES PHF PEDS PEO. BUT. ARR. TYPE ( ~ ) ('~ ) Y/N Nf"I Nb V/N f"Iin T [8 0.00 2.00 N 0 4 0.95 0 N \ \ .5 3 WB 0.00 Z.00 N III 4 0.eri 0 N \1.5 3 NB 0.00 2.00 N 0 4 0.95 tlJ N 20_1,; 3 58 Q'l.00 0.00 N 0 0 0.95 0 N 20.5 3 _________._.~_-_____-.~_~.~---__-~--r----------".--.----.----,-....,'--.----~.~.._------------ SIGN(\L SETTINGS Pl~'-l PH'<:: fH--3 Pt-l-4 EB LT X NB LT TH X X TI1 RT RT PO PO WB L.T 58 LT TH X TH RT X RT PO PO GREEN 23.0 3S.0 0.llJ 0.0 GHEEN YELLOW 3.0 3.0 0.lil 13.0 YCI~'-OW _~,_________r~_----.---~'~.,--------'-.. -..--------.-. LEVEL OF SERt) ICE LANE GRP. vIe GiC DELAY LOS EB L 0.lJZZ 0.256 32.0 lJ T 0.409 0.678 4.2 A WI3 r 0.834 0.388 18.7 C R 0.29\ 0.G44 4.6 A NB L 0.639 0.256 '23.8 C R 0.053 0.511 7.1 B CYCLE LENGTH = 90.0 PH 1 PH-2 I'H-3 PH--4 X x 23.0 3.0 0.0 0.0 0.0 13.0 0.0 0.0 .._. - _._ - '."._ .."'_' ".. - - __ _.._ ..._.. ... __ _.__0 AflP. DELAY 16.4 APP. LOS C 18.5 c :! 11 .0 c iNTERSECTION: O~ldY ~ tG.~ (oe~/veh) -_.__._-~-----------_...._---------_... ..~_._._---_.,--~,-~---------~._-------"'-_._------ vie - 0.775 LO; = C y 1/11)/ "I) 10,"':tV u""tV I VJ...JJ.,' , G,~ 1885 HeM: SIGNALIZED INTERSECTIONS SUMMARY REPORT **~.*.**********._*********...**.*****.~...***.****..................*.*** INTERSECTION. .WOOLBRIGHTf!-SS NB RAMPS AREA Type.. ...OTHER ANALYST... ... .ANDRE GROENHDFF DATE... .." ... .0'/09/~0 TIME. . .. . .. .. ,PM PEAK '9S6 COMMENT. . . . . . .ENHANCEO LAND use. I MOA t 986 DATA BASE, __ _________... _._______. _ _"_ ~......___ __ _a___ _.......,..._ _._ ______ - .. .. . .--.--.----- - ..._..,-t...... .".'--- ---.- - ...- VOLUMES EB INB NB L1 ~76 el 4t5 rH 12.66 8S9 0 Rl 0 254 t66 RR 0 \00 100 GEOMETRY SO EB we N8 58 0 L 12.0 T 12.0 L 12.0 t2.0 0 T 12.0 1 12.~ L 12.0 12.121 qj T 12.0 R 12.0 n 12.0 12.0 0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 t2.eJ 12.0 12.0 ------------.--....- "---------_.~_."'~.....- ----------..-.- . . ~ ...----..- ---.-----..............- ..--------.....-- AOJ us n1EN1' FACTORS GRADE IN AOJ Pl\6 BUSES PHF PEDS PED. OUT. PlRR. Type ( 'Yo ) ( it ) V/N NiYl Nb Y/N Min T EB 0.00 2.00 N 0 4 0.95 0 N 11.5 3 we 0.00 2.00 N 0 4 0.95 0 N 1\.5 3 NB 0.00 2.00 N 0 4 0.95 0 N 20.S 3 S6 l1LeJ0 2.00 N 0 4 0.'35 0 N 210.5 3 ..------------ -.-....."..----------- _.~ .'"... ..~'.....-----_.---_._- -,' '." .', ".-, ----------..........---.--------.... SIGNfiL SETT INGS CYCLE LENGTH "" 90.0 PH-l PH-2 rll"'~ Prt-4 PH'-1 rll 2 PH--3 PH-4 EO LT )( NB Lr x TH X X TH RT HT )( PO PO WB LT SO LT TH X. TH RT X RT PO PO GREEN 32.0 32.0 0.1ll 0.1Zi GREEN 17.10 10.0 0.0 0.0 YELLUW 3.0 3.0 0.0 0.0 YELLOW 3.0 0.0 0.0 eJ.0 .' ~_._ _. __ ___ __ _._.n ...... ..." . ~.. -. ,.---. ---- -. - - .-- - .-. .. -, LEVEL OF SERVICE LANE GRP. V/C GIC DELAY LOS APP. DELAY fiPf'. lOS CO I 0.9F.i7 ~.]56 4Z.3 [ 18.3 C .... T o .t'\,8f.i 0.'744 3.1 A WO " 0.717 0.356 17" :1 C I !) . 1 C R 0.192 0.544 S.7 B N8 L 0.677 0.109 27.8 0 25.2 0 H 0.048 0.933 10.1 A "'..--.----- ---- .- ..' ,,, - ....---------.-- ........ ..-.' ...._--------_..._,-_..--.~ '.- ,.- - - ---- - - -- ...- -.------- lNTERSE.CTlON: Delay = 17.7 (~ec/veh) vIe - 0.807 LOS" C .VL'LV'~V L~.'v ... ,...' I Vv~..L ... I ... I~' Barton-Aschman Associates, Inc. 2627 N.E. 203rd Street (IV66 DaIry Road). Suite 207 MiamI, FlorIda 33160 (305) 935-0410 PrOlect \J.JOOU'!I~\&H" PLAD(fC.'rLJotJNIJIlD'~ oti 0'-' Sun/nnl \ '1. ~ d:, CD \\)-p \ 11 (J)..,) ~_ 51\eel 2 "f I ~ Mias by A6 Date~ Chec~t>O bY Ooto 1'1 Cj 0 4-. w 0 Oc..i? e..' c,. M-r 4 s, 1c;;1A:-C,.,'l t-'<-...,. I~' fr" OVVl ~ ~ ~....... Ii... ~~ k..- l~' L lip \) ....... " ""- ....... tJ") ~ ~ 40'5 J 1 ~ ~14D - J ~ L .r- 1>1 hJ~ cl0 w0 f!> I .J ~ 1 r 1...~ ':f -.J 1 t (' t,~~~ g ~ \9 t519 -4 ~ ~~ 1 8S" ~ t\j ~ \l t4;~ ""....... ~ 5c. \>t)1"'e If,;l\ATlON Sc . r~0'\ Pd 'B MD~. A1I'/I - ;;:; - J ':-~ J ~,~ -- --... . - - \~ ~ , ~t-J 'I ~-:lp \lp ~ \j) '\D 1~ llo ~ ........ 00 -. ~ (... P (t-o:st (;1 ,\~;'f \ ~ ~() ~ ~ \"01._) ~ -7 I~'io<' 2(,10 r>l~n2-.1 &LAii 00 v?ff-...LP en...} 'to1'A L. ~'PUT e.~ Iv't'fH) '\,'O 01 \ ozI. J (. ~?$h <- .-t~t \ t.~1o _._~ --7 \ (J07~!.-1.S ~ I ~~~ ~ V~, ~'." v'.' .. ...... ---... ... .. .[jJ Barton.Aschman Associates, Inc. 2621 N.E. 203rd Street ('ves DaIry Road), Suite 207 Miami, Florida 33180 (305) 935-0410 ProjOCI wOD~;1elGH1 PIAD! ('c..,D JQlJNUi.lO) Otj()t.. I(~ cb c.o'^"DI11d'~ ~ I t ,/ aulJjer.t -10 ,~. Sh~tit ~ 01) MlIO"tly 1\& D8tO~ OMc~.~by D.tti I q 'to 4- I WO()(... ~.:> e tG. "'1"( ~j ~~C e.fS"1 \ ~V~ (, VVII t-J \;. c,; (....;,) l"t ~~ (->>>1 \0 0-.. !\ 0\......- I ~ I (')..~\) ......-. It... S tv", j tl.. r I~I ,---.-------. 1~5" J '1 t r :; (P:7 ---- tv') rt.. Q t~1' - ~ ~ .... ..J. tJ) ~ " sa..- '" ....... ~}J)-1~C~.D (,.;.~O l.A~e;: "ft-'l (J~ Z4 ~ c..-~ ~b r8> i 4-15""" t(P I ~ .....ft ." -7 1 0~ (.,.~ ~IJ I~~ I~J, '1 lcO ~If.t; 1(Ji fj L I C1 ! b ~ tr- Ir'I L- I~I "- ~ "- wi t ~Vl~'1Vl~ ,p <J \l'" () ~ l'\J (J' ~4OS ...... I\J .... ....- 7 4-D '- ..r) J L d J l7 r -.JO L, /4-"rJ D \A S E.. ~ rl~l _.- e z.., .....Y 1 i I 2Z{c; --1 ~\ i r Zlfa. ~ S' ? c-, -7 ~~\.\) ~rl-() i g-4- ~ VI c~ t\.I Z.4~-+ \nr')~ N ___ N) ~. ........ '\" '.1 I.' ~'-u vV iv.""IV ~ .......'__.......1..1.1.1. \ 985 liCM: S! GNftL IlEO INT ERSECT IONS SUMMARY REPORT ~A ***t.*...*.......****.._**..*._*****.******....**..'...........***........ INTERSEctION..WOOLBRIGHT ROADISEAGREST AREA TVPE.....OTHER ANALYST.......ANDRE GROENHOfF DATE..........01/~S/S0 TIME..........AM PEAK 1986 COMMENT.......ENHANCED LAND uSE I MOA 19aG DATA SASE. ~___________--__&.-------_._~~-----.- ..,_.____________~..______----_J._------------ VOLUMES GEOMETRY EB W!3 NB S8 EB WB N8 SB LT 8Z 70 250 91 L \'2.0 L \2.0 L \2.0 I \2.0 TH 284 405 188 325 T \2.0 T \2.0 Ll \2.0 T \2.0 RT 184 16 lc t 41 TA 12..0 TR \2..0 TR \2.~ TR 1'2.0 RR 60 16 26 60 12.0 \2.0 \2.0 t2.0 12.0 \2.0 12.0 \'2,0 \2.0 12.0 lZ.0 \2.0 ----_....----- -~..-----_...- ...-----..... ---------------.. ,........------....------------ - .------..- ADJUSTMENT FACTORS GRADE HV ADJ PK6 BUSES PHF PEDS PEO. BUT. ARR. TYPE ( Yo 1 CO Y/N NIl\ Nb V/N l'\in T E8 0.00 2.00 N '" 4 0.91; 2S N 20.5 3 WB 0.00 Z.00 N 0 4 0.95 25 N 7.0_S 3 NB 0.00 2.00 N III 4 0.'35 25 N 20.S :5 58 0.00 2.00 N 0 4 0.95 25 N 20.5 3 ---.--....--------- .r._______~._~--------.,. . .~--------------_.. .---------------..--- PH- \ (8 LT X TH RT PO we LT X TH Rl PO GREEN 4.0 YELLOW 3.0 ----...-....-... - -- --- ..- ..;... ...., .... -. - ------------ ...._-------------_.._--------------~--- LE\)E.L QF SERViCE LANE GRP. Vie GIG DELAY LOS APP. OEU\Y APP. LOS EB l. 0.073 0.456 lel.S 8 11.8 B TR 0.324 0.378 12.9 B WR L 0.073 o .45G \0.5 8 1 2. . 1 8 TR 0.306 0.370 \2..8 B NB L 0.347 0.222 22.S C '2 \ .1 C TR 0.488 0.222 20.4 C S8 L Q).244 0.22.2. Z1 . ~ C 19.0 C TR 0.539 0.'n2 20.5 C SlGNhL SETTINGS C\'CLE LeNGTH = 90.0 PH--2 PH-3 PH--4 Pll. I p\-l-2 P.H-3 PH-A X NB LT X X 111 X )( RT X PO x 58 LT X )( I'll X )( RT X PO 34.0 (i,').~ 0.0 GREEN 20.0 20.0 13.0 0.0 .6.0 0.0 0.0 YELl.OW 3.0 3.fJ 0.0 0.0 --- --..------... ,.. ._- -- ---- -_..-------...... ....-------.- '.'- ----- - --- ------------.- ...-..------ INl l::KSlCTlON: O~lay = 1G.O (~dc/vah) vIe = 0.9133 LOS = C V1/ lV/ vV J..,J.""1:1 U'''' I VVV.J.""X f""1 1985 HeM: SIGN~LIZEO INTERSECTIONS SUMMARY REPORT &{3J *.***~**.~...****.******.~~.********.**~.~..**********~~ww.w...*..4***~... INTERSECTION,.WOOLBRIGHT RO~O/SEACREST AREA TYPE.....OTHER ANALYST.. .... .ANDRE 6ROENHorF DATE..... .....01/09/913 TIME. . . . . . . . , . PM PEAK \ 90G COMMENT..... ,.l:NHANCED LAND USE I MDA 1986 DATA BASE, --_.._-----------~--------------_.~ .. ~ .__._-------------_.~_._._--------_._--~'---- VOLUMES GEOMETRY EO we NB so EB WG N8 S8 LT 226 , 31 359 109 L 12.0 L 12.0 L 12.~ L 12.0 HI G79 740 437 299 T 12.0 T 12..0 LT \2.0 T 12.0 RT 243 131 120 H'lS TR. 12..0 TR 12.0 TR 12.0 rn 12.0 RR 60 60 60 60 lZ.0 12.0 12.0 \2.0 t2.0 12,0 12.13 12.0 12.0 12.0 12.0 12.0 ------.-.....,.,......-------------- _. .._..._._-------------~---------------~~..------ EB ~6 N13 S8 GRADE (in tzl.00 0.00 0.00 0.00 HV ( (. ) 2.00 Z.01ll 2.00 2.00 AOJ FK6 Y/N NM N 0 N 12) N Ii? N 0 ADJUSTMENT FACTORS BUS€,S PHF PEDS PED. BUT. ARR. TYPE Nb Y/N Mln T 4 0.95 2S N 2~.5 '3 4 0.95 25 N 20.5 3 4, 0.95 2G N 20.5 3 4 0.0G 25 N 20.5 3 ---------~-~~._~._---------_.__.~.~.~-~------------~--_.~._----------_.__._~.._------ SIGNAL SETTINGS CYCLE LENGTH - 90.0 PH-I Pl-I-Z PH'-3 PH..4- PH--1 r>H--2 PH-3 PH-4 EB LT X X NB Ll X TH X TH X RT X RT X PD PO we LT X- X sa LT x 111 )( TH X RT X RT X PO PO GREEN 14.~ 29.0 0.0 eJ.0 GREEN 1 '3 . (ll 16.0 0.0 0.0 YELLOW 3.0 3.0 0.0 0.0 YEL.LOW 3.(21 3.0 0.0 0.0 O' _.. ._. _..~_ _ ___ ____.___.~___~...... ."~,,,- - -_. -- -- -- - - ... ...... " .. ------ --- LEVEL OF SERVICE LANE GRP. vIe G/C or:.U1Y LOS APr'. DELAY APr. LOS E8 L 0. \ 66 0.511 g.1 B 15.3 C TR 0.701 0.322 18.4 C we L 0.030 0.51 \ 8 -J 8 Hi.n C ..., m 0.729 0.322 18.8 C NO L 0.812 0.211 34.S 0 27.4 0 LTR 0.788 0.211 25.~ C $8 L 0.366 0.178 25.. \ 0 2' . I C m 0.SGIl 0.178 22.6 C ..__._____________._. .r_._____.____________.__..__~-- INTERSE.CTION: Delay'" 19.5 (5ec/v~h) VIe", \ .00G LOS = C \:.I.I./1\;.1"::1V Lv."1( ~. U"""1V j v......v,L,., ProJicl Woof.... '(;;J~ I G tIt" '()vI. '01 ~GO JOllNO\ 1l)1 O~r D t. Subloel 10 Fb Cql.J-CnIH,.,.r,J ~ 6heel-+ 01 IS MaOelly t\&. Oalll) If! Ch3CkedllY 08181 C/'iO Barton-Aschman A$5oclates, Inc. 2627 N.E. 203rd Street (tvee Dairy Road). SuIte 207 Miami, Florlda 33160 (305) 935-0410 s: WO'V~(J.IG.M-r- ~ ~Cr/2..t.'S ((?l ~ t.,) A V'v1 V~O~) ~.~ "t-c-J(i... l." ~~ ~ L ~ ~ , rl. ~ l., ~ ~ ) L ~ '-- .;\~ '- I~ .r ~&) ~ -'L- 3 ~z. ~ 't.. I r ~~O we wI> ~-' l-";f ~ 1 --. ~e~/cJ,./ sJ,.... ~" 'C- 610 t,~ r (,\0 AM ~ , C:.J ......... r.. .......... N) 4 11r \i) ~) ...... M ~ ~ ~4-~ (, z.,. ~ 2"'-+ a t7V6 GO t-JG. _" \)\~lblA"aN. rJM;et. C 5' 7~ ,,'() ~ LIOlo ~ r ~f" r <o'\~ it.-) ts ~ \) (I ) C ~) ~ l' (I )[:; l ~ ~ -... (> ~ 00 /2t$/S~c~' (00) b'ffIH COP J ~,r~l( r l") ....... ~ r--. ~I ~rl ~I\J\) ." ~ I'f) ~ rU,~~ '0~ to- t, :::' ''-- Is /0 ~ r 510 ~ 570 (J"" ~ C- 6:; CeO) (?; ~ : c ~ C~) 0 ~= ~ "'l " " '-'" Q ,-- I y.1/ iV/ CJV J.v.""'1 f ~""1".'VVV..l.--1.1 .I. .[b) Barton.A$chman Associates, Inc. 2627 N.E. 203rd Street (Ives Dairy Road), Suite 207 Miami, Florida 33180 (305) 935-0410 PrOjtot WOOI...(~eI6Hl 'PViv)6'L.-D JObNo,I'10~ octo Subject I t::\ ~ t? l/-J / ~ /I.) Yf'kr..J ce~ r. N -r Snoot JE of -1..f:...... Made by AG. O,le 1/1 ChtCketlby Dete t;. W()tl(...~~t"n"" J c..o-NG.'~t..c;.S. L K'I'-'\ \ f-ti" WI'~\I'I~ ~,"t 4- -------------. pM .,J ~ t: ~ -'L "lt10 J} ~1~ ~ ~ ..r !>~O wJ';. (lD ~ N.(iJ~ , "') "'"' l,j')tv J!~ I\:....- .~ \ z.. ..- zl r ~'Z.6 . w'P~ I7'P JJ 21- ~ l~ ~1r ~~() C"')~\ll ~tJ &>~~ e::.?, -1' Z, ~, ~ t' ( ~\ f\J h t\J ~ I).. N- tJ ~~b ~\-i~((;,:,-Q S I~ .,..'fl.I~ 'I ,~ - 1.->1) w(l. r;; \{) I.--l <) /t:;.... (..? l f 0 ) --.. ~ r ~[~~J -RP " - r q ~ rI ..... Aj (o"-t, U IO"~{'" I ct i '" "'J?-1?~ ~t\7 INI t ~M~<XMllJf N-~ ~ iL :; ~'8' f\,l ~ ~ ~ cJ) I~ \iI tn ~ '- ~ tJ) ~ ZI J J l, r -S'\'1 J 1 ~ .r !:I S- 1-- ~ fl> lA.l\ l:',O ~ J 'I 1 r ~4J /11 t1- -->J ~~~ ~G. ~ ~f\)~ I ~ (V) "';t~ N ~~ f\J ~ ~ CO7\.::' , {{JJo..(. \:'11' 1VI' vV J.v.~V U""'tV' VoJvJ.-X , " \ (;I po. 1985 HeM: 5!6NALILtO INTERSECTIONS SUMMARY REPORi .*.************".*f*********.~******.f.***...********.OM**********...**** INTERSECTIUN..WOOLBRIGHT RO/CONGRESS AVE AREA TYPE.....OTHER ANALYST... ....ANDRE 6ROENHOFF DATE. ... .... ..01/09/90 TIME..........AM PEAK 1906 COMMENT..... ..ENHANGEO LAND USE r MOA 1986 onTA BAst ---~--------------~.-------------~'~----~.~----_._-----------.----------------- VOLUMES GEOMeTRY EEl we NB S8 EI3 W8 NB S8 LT 3 j'j7 ~s 424 l. \2.0 L \2..0 L 12.0 L 12.0 TH 27 llj 458 552 T 12.0 T 12.0 L 12.0 L 12.0 RT \ 213 Z?'l 4 TR 12.0 TR \2.0 T \'2.0 T \2.0 RR 1 60 60 4 \'2.0 \2.0 i 12.13 T 12.0 tZ.0 t2.0 TR \'2.(l) TR t'2.(l) \2.0 12.0 \2.0 12.0 _______________________ ._____________._--------~-----------.w-----~.--------- AOJUSTMC::NT FACTORS GRADE HV AOJ PI(G BUSES PHF PEDS PEO. aUT. ARR. TYPE ( r. ) ( % ) Y/N Nn Nb V/N Mi,n T F.B 0.00 2.00 N llJ 4 0.95 26 N 32.S 3 WB 0.00 2.00 N 0 4 0.95 25 N 32.5 3 NB ei.00 2.00 N 0 4 13.!35 25 N 20.5 3 S8 0.00 2.00 N 0 4 0.95 2S N 20.5 3 ----------~...... -----_._."..._--_._...~------,-----_.~~----~-----~-----_.-------~--------- PH.' t EB LT )( TI-I X RT X PD W8 LT HI RT PO GHEEN 15.0 YELLOW 3.0 . _ _____. ............ ___.._01.......__ -..... ...--~-- --..' .".~-------...-------------.........- -----.-.----- - .....-------.-, SIGNflL SETTINGS CYCt~t LCNGTH - 90.0 PH-2 PH-3 PH,-.4 PH-l PH-Z PH-3 Pl-l-4 X NB L.T X X TI-I X )( RT X PO X 58 LT X X TH X x RT X PO 26.0 ~.0 0.0 GREEN \6.0 2 \ .0 0.0 0.0 3.0 0.(0 0.0 Y~\..LOW 3.0 3.0 0.0 0.0 LEVEL OF SERVICE LANE GRP. vrc GIG OEL.tW LOS flPP. OCU\y APr. l.OS EO L 0."20 o . 4 IHl g. \ B 7.6 8 n~ ~.0IEi 0.489 7.7 B W13 L flJ.865 0.289 33.8 0 '2.5.3 0 fR 0.197 0.289 15.6 C NB L 0.068 0.170 23.4 C 7.0. I C Tf( 0,S77 0.L33 20.2 C SB L 0.735 0. \ 78 29.a 0 2. 1 .'2. C IR 0.449 0..233 llJ.2 C ------ --. ----.....-.----- "._ _. - ___..J .....-___... - - -- - ... - - --- -~....... -- -.- -.... - ----.... _.~ --- -- - -. ...". .-- INTE::RSECTION; Delay ~ '9.8 (G~c!vehl vIe ,... ~.69? LOS '" C \:Ji/ .1\.1/ vV .Lv. 'I.j 4wt '..J f VVV L-X. -I. ,gas HeM: SIGNALIZEO INTERSECTIONS SUMMARY REPORT \0 ~ **************...~...*.+.****.******.<<..~~....y~....**.*.4'*4'**~**X..~W.k.. INTERSECTION..WOOLBRIGHT RO/CON6RESS AVE AREA TyPE..... OTHeR ANALyST...... .ANDRE GROENHOFF QATE....... ...01/09/90 TIME..........PM PEAK lS86 COMMENT.. .....ENHANCED LAND USE I MDA 198G OATA BASE ---------------------------.-.. .-- - -- -- ---- ---------- ----.-- ...-. .........-. ....,-.,.....-- VOLUMES GEOMETrl.V EO WO NB S8 EB WB NB S8 LT 64 357 ZS 368 L 12.0 L 12.0 L. Il.0 L 12.0 TH 62 21 702 550 T \2.0 T 12.0 L 12.0 L 12.0 RT 8 388 306 7 TR tZ.0 TH 12.0 T 12.0 T 12.0 RR 8 60 60 7 12.0 12.0 T 12.0 T 12.0 \2..0 \2.0 TR 12.0 TR t2.0 12.0 12.0 12.0 12.0 .. .....--..,...-...-------------------.-....- -- -- .~_.~------------------_... ADJUSTMENT FACTORS GRADE- HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE ( Yo ) ( X) Y/N NIYI Nb Y/N Min T EB 0.00 Z.00 N 0 4 0.95 25 N 32.5 3 we 0,00 2.00 N 0 4 0.95 2S N 32.5 3 NB 0.00 2.00 N 0 4 0.95 2S N ZQI.5 3 S8 0.00 2.00 N 0 4 0.95 ZS N 20.5 3 _._.._.._._---------------------______'~~.~_.~-_...._------------------------ PH-I EB L T X TH X RT X PO we LT TH RT PO GREEN 15.0 YELLOW 3.0 S I6NAL 5ETTIN6S CYCLE LENGTH = 90.0 PH-2 PH-3 PH-4 PH-I PH-2 PH-3 PH-4 X NB LT X X TH X X RT X PO X S8 LT X X TH )( X rn x PO 26.0 0.0 0.0 GREEN 16.0 21.0 0.0 0.0 3.0 0.0 0.~ yrLLOW 3.0 J.0 0.0 0.0 .. 0_ .~.. _.. _._. _.. _. .___.... __.___. _. _ _. .__ _ _..~_ _._.~ r.. _.' 0.__- '-0 ......o~. - ., .... .~._._,~ -..-.. -..--- - _. -- .....~- _. -~ - - _._._. LEveL or ~[RVIC[ LANE GRP. vie G/e OC.UIY LOS APP. DELAY APP. LOS 1:.8 L ~.028 0.489 !3. 1 B 7.8 8 1H 0.038 0.489 7.7 B INS L 0.814 0.289 30.0 0 21. 9 C TR 0.402 0.209 16.8 C NO L 0.050 0.178 23.3 C 23.0 C TR 0.802 0.233 2:.1.4 c so L 13.638 0.178 27.7 D 20.4 C TR 0.448 0.233 \'3.2 C --- - -- ----- _.- - - -.- -~ - -" _._--- - .. . ... _. 4 -----------------------,-------~------- INTERSECT I 01\1: Delay. 15.4 (sec/veh) \}/C - (2].730 LOS ~ C 'VJ." .LV~ VV .Lv.-XV ..."V I V-.JV..&. j. I ... .~ Barton-Aschman Associates, Inc. 2627 N.E. 203rd StreEtt (Ives DaIry Road), Suite 207 Miami, FlorIda 33180 (305) 935-0410 $ubJecl p(...A. 1?_JOhNoI1D) oct Or.. , _ Sheflt 11. of. I 5" ProlO~l v..) 00 <- II? IC l G d T' MadlltlV M Oete ,{ q Chocked bv _ 0&111__ O'teI~IN~ T~I of oe~1 1V(a.-J 4/V8& ---- A,V'V\. PM I....A~~ \ t'-) ov.f \~ 0(..(1 (p Ie J,w. +- c,'v../~ (0\ 'Z- "5 ~ Z'5?7 It.. ~ ~5"IO'lJO rp OY"'fl~ ~~ ~ / OD'{,) tl {?kN~) 14- J~ 10 t:;-;;- 114/WO ,;a ~t.~'L 10 S't; 2. :~ 'Z.. ( ~4S ) 4tlC z. S" 4- (~ So) - 4-~t- to~ ~2S D\ ~'t'~,l ~'Tl c;Y0 \,.1.1/ iV'" VV J.....,oI.-:t....., .... ''-' f .......O.J.....,,~ .I. I .I. Barton.Aschman Associates, Inc. 2627 N.E. 203rd Street (Ivel Dairy Road), SuIte 207 Miami, Florida 33180 (305) 935-0410 Plolect woo L.~)t2,'6~1-r (M.OI(lcO Job NO no> o~ crt ...- Subject T yt \ 'fJ G t.,(\) ! ~ -n O'N Sheet JL.- of I? . (6), M&de by JI\(; Oate~. Check9tl b~ O't....,_ C<.n..>D111O'Y\J ~ ~YlIkNC~V bl-rt- t'(.,~- - ~,eIDOO S~. ,2.tm1L y ()f) M"F7 rU,~IOlm/~'" I'~OO/~f 11' SV'O S'fV,fj( loftS CA-t/ ~'-+1, t...%~6.~ A YYt. Y; t tw.. }.A~ ~fVl ~/141'- H ,e. l,A"1-JD ,^c.;>e Wft-1t I))".) ~t l~ o ~,.. liJ OIA! I, l40r\i\~ t) t?:POT \O,/VSO ~ 4S 4-0 /D ~6 I~O I~O t, Q.E.'iA~\"" ~~01>PlfJ() 1-1 '5,1 so 9f \ l) rl.. \ \ I q4- ~~ 44} 411 7f- ~\B,OOOIfl I~ 7/-$ I t~4- lf~ "6 I b::;-:;' '(I~S' ~y e'5 1~ 10'\ ..,., i" - 4\$$ - 41 -41- -l~o -I be - --- (\ ~ ~ :;"1. ~ ) \ 'Z. '5 ~ :;, '2.\:t ~b ~4,1 51"1 )r fz..e ~ I 'D ~J0J I A l.. MF boo :D..lA. 3ifoo ~b z.4~ 2.4~ I -S'Z, 4. sot> ~-oeN1"" I.sCV100L'f.[~"') ,5'10 ~o (Po t. ~ St \ '2.00 ~~'T C.-.I1. L-1 ~H z,.4o ?? ~ \8 ~ l -----..- -----.. 41 \0 \ (04 ~o9 2,"'5 1< ,;> 1 Dl ~ L... \1}t1:, -;81 '!; 7 '5 7l0~ ~t t. ~~ ~\t.-1.01(:;,.7 r<"Ae ""~~VI~ II (' ~, \ T~ 4--t\.1 6 !H"1'\~ I '/ 2a>~ ~ . n ~ 4 TJ..I f. 0\ 1'/(,/ If\j) ,,<JLU f-' 1st M ~I I Tt. <$. f}'1 t lhll()N/ ~. 5Vt4 . '5'. WID P. '(l.f4{)"(L'"1 of 4 18 G / 'fA~ )?~r.c;,'T, $"10 ~I \57ofY0 prolecdUQOL ~r2. to;1\ . 'PIA 0 I 'P G- 'DJOb NO. \1 0 '7 oq OZ S~b16Ct ~\.1A N'('.k'ti L.A.-1v D V ~ L. stleet.l.2 01 I S ; l' :Made by' . ~ Q.t. .11 tt ~h.el<.o by . i." _ : \! I '. ; .~ ~ i, : , : '. ~ ' '. ~. ,. !I Barton~Aschman Associates,l Inc. ~ \ ' i! ":: ' ~27 'N.E.j 203rd Street:(lve(:l DaIry ~oad)( SuIte 201 ~.~~I~ ~~~rld, 331~ (~) ~~~Ol I. : : TLi~.1 -~~~~~ LJ to- i 1 .' . T !: m1~~1~'<< ~J: ~: : _t'1-t~l+l: {-J~/-~~S~ c~~ - i I I II I , 'I I .1 ; i' : I i I 9 ~ l I : ! ~~,.: b . 1,,~ ! -JD I 1 . , I I I~ I. I I 1: '~j , , : i - .. ; Ef ~T.{(;.~'('o)~'" ! i : ;. I ~ ! 3 4t. . : , . ~...-,.- "" - . 'I '. I . o~.,.- ~ 'b0 ~: I . I . I 'f .. " 'f~'6?\ : I I I I I I ! 'I I ! i I [\~ _:Ic: ~J_ 4r-=1 . :1.... '.'b~t): . :o~t -4E- I, I i " I <::;'K.~' 'J 1 I . ~ I' I': " I I ~, 1"1 ~ : ~l~' I I ! :r.,&, I -r I i i -ro:'f1o~c.., 1~11O i ' ~ S- , I 1 .! 2- ~., , l~. ~-n~q1ll2. :;7~ ~ 1N1. fl~ci~{Jus' j :;~ I A~~u~" ~~J rJ 1 tz.. II , I I '1.t.17' ~.t>'1(':"fl 9"0 ,:-A q l ~ d.~~ '&:I r '\4- '. . ~e-c YC.1 0 ~ - ec-r'j P" I L" ~:~ J~ / ~ / I~ d Olte . ! ~ 4. 8 <oi ~ vY1 Pi t\..-'I! ~ib ~\C. tv Wto~O U~n o'F ~O~-r D\ \J~ . moM e1-1 ~,. -re Af'f Ie ~~\G.~ A-T ~(C \ \):eN l':t--/.$ i V~, .&.'....' v.... . - (6J , I- i ; ~ I .' :,' 'b\ \ ~ ' . . , . 1 ' I:' I I . Barton~Aschman Associates,! Inc. : I : I' : I - 2627 N.E.l203rd Street. (Ives Dairy -Road), Suite 207 't'18r1I, Flprld',331180 (~5) ~3~~oL, I. ~ 1 \. - I - i~ ~~ ~~~~~ Ll' m' ~,~. ~h~ ~1 .. .., r~~ -tQ ~$ _' I . t' : t I \_ __ !, ! ; I !,: ,I ; I .t"~te,(jV\~ . ~'t -<-?~$~, ~{,-' ~ -4 ! . z~; 14; . "'-;' I ; I- i 1 :proI9od>>OOlJI1'~ l(,~i Pf.,.~ 0 I 'P c..- 'D llublefl ~Vl'AN(~n lA"ND ""~~ l :. 'Made by A/J) oele ,I / ~ e"D~I\6d by \ . I _ JOb No. \107 o&t OZ t;noel'.!A: of \ ( Oal8 e,... i~o i ~~ I' - I ' ,f~\09- '(l WI (JlfXY- VlO'A It. 1 I '1 i '0 I ~k 1 t ! I, ~1~ ~K.v.~ '1 i ~~b(":' t . <r. - I I' I~..: 'll..O 1- 1 I I 1"- ~: 1 ! ; ~ ~ ~ ~ I I 01'" ~ - - i I - ~tT.~1'J~1.. : I ~ : iPz.4-' ' . ......4 -.'" j .o~,~: i, ! ~ }~~: 14 1(,0_ ~\v#IJ ~OND UhM Q'F M.oJ"~1' , , i I ! I D'V~ FAo~ ef.1::''T -;eMf!, "! I I i ! '1 i l' ; I I i I ! I i : ! I \ 1 1 I I I , ; It." I I ' !;O~T~ i : I . .. , t . , i I I I : ' 'i I I ~ ~~'G.~ ~T i'lt\ VeNA-t.? , 1 1- ! \ tJ' tf-.; i........ ! I i jM .~ 1'- I : , I -I . fO;1~~ \t.1'PZ, , I to c.. ~ I~. A-n~lbt.J$: ,!~1..; . I I I :q~ r IN). f;t-Oo.VC'11W~' u A~:S,U~ 'To;rr:.J I ~ 'b ~ I I I i I I' I i I ~J)'1,"-n?tV ,\ i \0; ~ [~ ~1P6~ ~if I :D Z~ . I . I . I r /. I ~t.\:)r'10'f-~'~IL, ~~ \ o. ,;'-' . ...... I '\ [L:)~ ; ~.: · ; : · : . u'.l; "': i I; Barton~Asch~an A~socla,es,! Inc. I I i I . . , : I : i 2627 .N.E.:203fd S,reet: (Ives DaIry oad). Suite 207 ~lflIl)l, F~prld~.33~ao (~5) ~35:9410_ 0 \ I I : I I I i~~eK~~ ~\-~'/.e~ U~ ~ i I Ii' 1 . re~.~\~- ~'tc?:, ;] - !-t-~ (0 I ?++-~:xl ~S~I~ ~.4 . , . . I _i'l-+~c,.t -:~~-{.f~,~ ~-f,.- :A_t:. 'D 1;'; : Jr . ~:~-. ,-rD, I I I I \ I i 1 ',"rol,qlIJJOOL.lI,r2-l&~" ,pl..Ab/ 'PC-O ;. '1 'SUb/if' ~\-11:Wv~~ l-A1v D "" ~ L , I ' . I 1 / ' :M,debY . A6" Qat. -, ~ Chooklld by I, I I I f ' I . Job No. \'1 0 ~ Oer O~ ./ /' Snell ~ 'uf I ') O.'a , , , I r~'CVI f-\DT WCaD.o.y I I " , ~ It.) 1 ,o,'..r I ~ >r r : 1 ' ~ \ c,. t-.) ~yOf\)O UI\1I'T Q'F M.o~~-r , t I . . \~~ ~~ Ik~t1~ D\ V~ F'AOllA e-/-I~" ..,-eM1t c: i' I' I ' I 1 I , . i I I i I I . . 0' I I I I , \. , I I '. ! . ~~16~ 1:0-, "P1?\'QeN~S \ , '" , ! ' I I I ! e:::+~ e4\ ~ : ~~O '-! I L . ~,7'f ~ . I I r \ I' . ?1S' 1 i , I ""T{].T14G. \t.1~z. Z. \4~O l~. ~-n~J~$o . '1b 4- , I~. f!~civc-tlo~~ q; 0 4- I , I AN,~U ~ "1tr.lf A I..i:'. I tt !o ~ '2.. ' 1 I I I~.J i I ~3)1C--n ftV I ': i ~ 79 P-if.~I'i~~?: 4\IB~ " . I I I I 1 II I eit-i)I:AC-";O ,y-ec-,.AIL; 7...5: /~ , I" I 1~..,IA I , I \ J .) ":-;,~. ~....~,; ", .....;..,' ," ," nun , up- nqf ~ i' I-=-; 1~: 't~ y:il~~~ ..,J..t ,~:.: Iii ~~ : . I.... ~11\1~!U~I~1 "1't;::;1(I~l, . "~IIII~ t.,..: .':":'.' : ,. j,~.UJf,.';~' ~f~!!:;1:,';' nrA-' IH'~p'I"'p I ,1Jrtl'f.j..,.,.,.:.". : "~~'1F'r;r""'.r. t!~'~;'}1\::'" . ,,!IIl1'. .'\;~;!:;h' I .' ." , ~~\' ":'~Jjil,I,~n:I~".i ,,,','~ (.....""'n'...."" '. '''' >;., ",~..' .....{a..... ~ . :.\;,;I;~~'l: :." ':; ~.. ~!l'::,~, \ . .. . ,. . <, ',- , '" ~ II '" ... - ... jj\ ... t. . I r.L: \ ~ ~ =?"~ t;r'~ crt (1 7' 11 ~ ~ . . - ~ 111IlmllliiiiiiiHmHllllllll~~ 1l1Il\ij;HIW~. ~ IIl-l I"''''''''''I! h!IIIV~ I' l~liqll'i!l! ~ II t - r . i'l I ~ .... I. \. f ..,. .. i . . .., I E. L ~'J 0 . 842 l) () '( LI J 0.11 IY'. ':1 u 1 \ : S:. F'. n S 'V""\'Iio.", .. STANLEY CONSULTANTS oJ! ,LORIDA, INt:. I.ombard C.nter · 2000 lomblllo St. West Palm Belch. Fl. 33407 (407) 642-70444 Jt41 (k ....~'\-4- u U j\ ,-,.-LJ.... JOI_ vOl) 1-~.._. 1- I J ~ ,- ~(,. 5:T, , -::> ~ 8HUT NO., <-.. _ 0' -...' · .- ,.- I I !,_,.1. . ,J. .,.J. I ,j -..\ I I -.1. i I ; i i I i i ! . ....~. ~.. ... ~ ....... . , I , I . ' _ i - -! ... " r' ~ ! I ... ! I ! . i ! i" ...( .. i i 1;1 .-. ~__....l ....1 - I i I . --- i .... I : i ~ I i ! .. -- i... I , I I i i , , j' I ! ...t-_ I .. I I I .j,... ;, i I . I i. ! ...... J I i .... ~. 1 ,I, ,. ....... I .,,1... I _ bATIl__,,_. eM-CULA TED ,.., ProJ.ct NO. __ OH!:CKICI BV_, ..,.__ UAII-_ 'CALI !,.- .=:l...~.'l! ,I , ~ I! ~ 1\ I I "-,11......11....'.....,1" ,1..'..-I'.-....li...." I IIi 1--"]-" H' ! i "tl' . I ~i"'--r I : -. II-~ 11-~~'r-7' I" ....., , ., .....}..'''['.." I' W' 'l'.....-.-'.t..."\ I I'" 'i I ,,'.' I II N" ,l l' !, j,...,['.'t'-r I'..'! I I ,]....1 iI, ,-""'ll." 1..1 ., r,..~..) ..... r.l ,.~l'l' l" I ,.,..... . I ~ -t~-+.-,+,--,1 'ii ,'I- I ..),- ;.1.. -j-' I ,~-.., ':......-....,r.........,.. ,I . ......,:.....,...-....W,..:, ,I ~ i "':1:_ 1 1"11, I I i I \ r- i ,....'....-+.-- Ii. ...'! "'1'- "1-'-'; ! .... ,I . 1 I i I ;: j i I ! . Ii. I ' I . I I I -;'" ...".i.. ,!.. +'--.+..-....':........., I ,j, ,.: I i I ! I I i: ! j.ii.:j-: 1. I loti il-i---! 'i~:,-:-!r-.i .r~-[! I.. t: ,_. I' .. 'I'''-''~'''''''~'V i ..'..,' i I,' j : i ! i i I II I I' I I ,;' ."......: I I . I ! . : : ; I I i .J..........' "r..-..t'''-'ll .' .. I ....' J , ,.. ,-....4... .. I- . ;,1 ,Ii ,j..,....,;, '........j , t ! j I I . Ii! ! j ! ! ! i ji ..l, ,~ i : t' I ,i I I....:.. .. , ~... I' --- . _m , .. " . I 11 "1-" ,..... I I ' t "';),,':) J: ~:"\\~B"~'I i :.... ~ "-'I i i..,.., ;...+'''.....T:'-::....".. '(').....--1- I ...1:": " 1. ....,f,'-~l..I~,.l/)fl"7...~II......,I!O' "~I ,....,:.--....,,',:.. ..:..-., I.. ';....11" : i I ; I : I '! i . :; .....~.- ..-i.........l j l I ; : ,i I! I' ,- -....-tl.'. .....1; . , . t I L _, i ' i ! I r-:-- !--1 ,-i- I 1 m_,;!-iT i : ,I l. ....I... l' '-1".----1,(.'1..'...':' "-'T "I .r....-II.....1 i '1.........1,..- 'I' I "jl"i"! II .... ;.,' l~, '.....,~.. ,I 'I" ..-1.-......--',......"..'1'.' ""I' """" "i' ......11......!.., ',." -.1".....1, : I" " . ' ,. 1'.,-.....,1',.;, "....... '!'.....r..;' ",I I I : 'f'" I' l' .j...:.......jl, "j I..-...I...--..'+..,.....I...! 1:-~,..l, i 1+'..".1,....-....1.1 1 .., t...'. j.'" I I ..I..... .....t.......-.I-,. ..I,I.....~ , ,j, I, f ! I I, .,..f... .,. i,.' ...._1.. I I j I I I !; ~ t I I : ! : II ! -. .., ..I.... -"r-''''''', ".. 'j I : !," . ..-.. '.Ii'....' .1'. . ! T'.'!," ,..:. ! !,..I.,' I "I.... I I . /. . , ' I I. I I .,1 I I i 1 ! \ I I I '-'r....T.......l I' '.l'....l....'.j' . i '+......I""'....'! '''I, I ..I'..,....j,'-....'..'i ! , i,' ,....."!I... "-II' ..~ I' '.. "....., "1' " "., J. "".. .! .....-.j' ... I I j ! : : ' I ) I I I , I 1 i : 1 I I: Ii!: I ~..., '.........t......"j' "I .1:' '.'.j....... I .. ".''''-'''11-1 ! ' I ,i...,!,.!.... I I I ; ; I I I I . , I . i ! I ! ; i j...,.......r..'T' ~,.-..;,.. I ,. tl'i'm'i"r I i Ii! : ,... !., · Hil" ! .j ....'+-'..jl. ',!).. :,I~l ;:1 :I,_....+"_....j...! I,i .,[,....-...!...';... I; r :, '1" ..", !./ ~ ...;- ,--- r ' ..,~ i"-'-!' ,. '('-") l-r"--',,':' ...L. [.:....1...!: I;:" ,..]-....-. 1 <1 ! ' ! 1'1'..-1......-,1 i J I ! ." i.J. I . , .;, . !. I : I! i ii' I ! r T~.' 1,1"..T...\....j T ..!.,;, .,. I ,j" !I' i" , I,', . : j I , .; __l_,_L.d ,: ,.. ,..,._, i ! I I 'j" ili' !,' [ I ,. i HI I' ,. ..:,i " _..i j , 1 I : I Ii! : ! >;, '....j..-'...-t.... ,j, ,....!, ,i , :,!,.,~,..,. : ! I ,. i ' ~;.~.-T.' 11 I ,! .., ~ : .."+.....! '1..... L ! I .L ..--.1 I !. I ' \ !.! ! : I '!'I ...,... Ii i ' i : . ! !!! i .+ T '1"1",..;",..1 j'l J , .t;~ ) j-j 'f~ II . -l-t-I ! '; pi<" J -lc,7;-. It.. .....1, ---,L ~ . ,I.. . .j ! ; i Ii; ,I I I :' 'i i 1 i I Ii .--,-,; j--''']' I ' : i " . I ! , ! 1 .... ,.......-. ... I I ..1.,...1 ! I I _ J........! ! I I ; .j - , , . .L. i ! i , i j i 't I , r.......T...... I, . "'~.". ; "'I I .. t..., "1 ' '_"OM'!'" I I . . j i I . . . ~ . . . M" .".. , , ........'.1.....' .;. "f 1 Ii -lfl ,i i II I 1"\.. :-+""--1 . I-I ...\ \. I I' '\-1--\ \. 1111.... '.; l--rr TTl---r i I ,I' 1 'T" ,('" I'---'! '1" '[-' [' -',i.IT .-lll"."I.......'!' 'l..-'.'\'-.--T..."II.. 'l'T-,' '\'i1't I- I' -ii .....\ ..! '11"""'+ \ .. I "J""-i'" ..-\..... '~l..-- '., '1'''-'' i"'" 'T' '~""'-"\'-'-r'''.'l''''''': ..'1....j--- 'I"" "1 .\-.... ;,.".1 . i it-. t! . ii-i-: .j-+. . J ... l-l'--i--I'" -I-i-l..t \i--i ! ,.! -i ,_ i'! 1 I \--li[--rl \i-- --r j-r-TT j . IT'!i -::i! I "T 'I' .... -1,' --1.."\ ! I ......:.-."'.'.. T..-'...'."1' lr-~--r"li . r"" ;..'-....r "'r I r r'" ! :i~-;' i',- ".....~ '!-i-" r~i . 1i,-I-!'1;---: \ i : "'1" .. ,j..'..' ii' . I i!;] i. ";!. \: ....; '"'''''' j., ,j ",,[, --!. L +_ ii i +-:.. 1_ ..L..!l.-..i-,! i--~ . i -. :,'II..J 1 I L; ! .+".._.1.......\ l ~.. ,~ ! \~: i !++i-I.!!--Li-'-+ 1 i.-i1 i. i-! ! . I I ,i i ; ! i' I' I \ ' , I i ,i! ' : I I ,., 1""-'\ " I '''''''J ,"'''r'\' \.. I' '" j'- r ...f..... \"''1'''''t. '! ....-1---1"'" r....'t.. \...."-1.. '--I'.',.... !-....-"..',..\:., ! i r i - c- ~--l : I - !il-lt-.-+.+ ;1 r--li--j-I- j- il I . t.- I ; _.. \i"....., ;.. ,i . ,', ........:.. ... i . , . I.."..........., L ...lL...,....+, ,j ,,,.,1 ....J,...l. ,..11, . .L ...., i- .. \.... i \ I I i Iii i! I . !! ! ;! I .! I'; I I I I . ....:! : +. j' i-t-! '.'L\ .. r-:rl=\l-.:tt..:l J-=t'lJir--r-L).r.t- -i.i I... j+- ; -r i . -+i~iA+rlr~..~+'+ j.\,-+ i1\'.r-\i-I!I, r -r +-1 : I --t.!! : ~-:-X .lf9-"f,--, ~+-l..-Ij-- ,__L i.-I t ,."t"1 t+t .-..'-t .....1 ; Ii '-'''-r,i..L-.., :. ,..1. . \...\..j..._,l...l 't-..--J..'-!-..,..\'"... .\' ....,J.._..~-,,_...\., .....1..,1.., ."t.... ..[,-. \.. '1" - .1t"...1 \. i I 1 l III I ! ! . I I; i! I I I . ; "1: ,--t...\-- i !l-+I .++-.\.-.\ +"-1-+-+- i ii--IL-j'lll .. i .. \.- r '." . r "[=1 --:- j ......: ...... \. '. i i . ,-I: _1_ t~trJ: Lt):-tt ~-\,,-r-- '\ "t. .. li- i..- : 1i-1 I i!I'- "Ii' .. ,1, \ "1--" t""'...\\I+--1-'+ ! .-1-+++ I t. fit"i +. '" --, . I 1 I : I J ;"h. ....... ..'..'..i...........1 '. \' "r'-'" -~' "'f"hl" '1-----' 1,..1 !"."... i - --j . i , 'r \. I"! .....\ ,.,. i": .. ,\ - ...+,. .1..... i ,..1.. j,..: -!... ,-i,.~.. .,..1.', ,..l.\, ~;.. .. ~ .,.. I .j! J, 'i. 11' t.LI : Ii" \ -l..J 1.......1 I L,. i ,; ....1 I I '. ! '-i ! I : . '\~. : I ... ~"r" " \ I, L, ,I I' "i i I ,.-j "~";;.-t I ; ',1'-'.'- j . ,.1 . r .'i' ~ ~ ~ t i ;. ,I \ ,. r' i I i . I! i I I ,', I I . . ! hI'" ! .. ,L......,I 1 ;: ' ,.) \ i t i i' __1.. ,\ ..I,. .." I' ,'1' i ' i I ;. "'_' L , .. ; I I I. '" " ; i ." j,. I ....... i,j.... 1 r' ; l I ( '\ 't. ~-'r" \ "I" ! i I i j 1 1xr+fi'rr' 1 I . II &TANLev CONSULTANTS 01' ""0"10,\, tHe. lOlllbarcl Center. ZOOO L.l)mb~rd 51. WtSI Palin 6eo~h, n. 33407 (401) e4~-H"4 p'oJ.c:t No. .. i" I , I ;' ! ~.... , I ,I . :~' I . ~.. . .. j o. j , i '1'" 1"'1 , I ~ ....\ , I ......,...... ! -+- ..,.- 1... ; ! '''1'''' .t...,..... r" -,j I ii' \ , \ ; t........ '-t" I I ! .. _...J... ..' ...j I ! I i "-:11 I I j , i : . ..... ~r "R.... . ,... I .. 'it i 1,-'1" i \ ,0' Wad brlj6.l. ~<JJjl1~ 8'...-:1 bS-t,_ 8HUf NO, 4 .'_ 01 _ ..,.4..,,_-_- CAI.Clll.AnO 8Y_ t>...,tE_. __._,,__. o~'Cl(~O IV I)...T.....____ i I "T' i ,. l. . ~.! ..~..~ . ._.. '_'"R . i I ...L i i ;-1 , ; l i .j..........;,........t. I i I I J .r '\'.'-'1 .,,1,.-. . ,-I.., ...i 1 I I : I . i ...r....... I ! ....:. i T .....r I ! ....,.....-..., ~,.. ! ~ i "1".~ !' , j "1' '\ j,.., I I I I i : r"'+" \ .., i \ r i I !......,,-, ,.,1 I "I' +.._-;.... " I : , ,(, --j. 'i' I, i I \ ..__.J. ... ; i \ I j