The URL can be used to link to this page

APPLICATION U1/JU/9o l~:ll rAA JU5 97J ~6~6 eeL eUl'\~ULlAZH~ 14J 002/ 005 ~ (f.\f eel CONSULTANTS, INC. 1~ " Engineers Planners Surveyo~ La~ Architects Environmental ConsulTants 2200 PARK CENTRAL BLVD_. N. SUITE 100. POMPANO BEACH, FL 33064. (954) 974-2200 · FAX (954) 973-2686 January 29, 1996 1flU1"0fP .! JAN-3 .11996 .~ Mr. Dan Weisberg Palm Beach County Traffic Engineering Division 160 Australian Avenue Suite 303 West Palm Beach. Rorida 33406 - J ---................e; RE: Racetrac Petroleum Site, Boynton Beach Woolbright Road at S,W. 8th Street (N.W, Comer) Traffic Impact Analysis - County Level Review CCl Project No, 3197 Dear Mr. Weisberg: . , . On behalf of our client. Racetrac Petroleum, Ine" I am writing 10 seek confirmation of the normal processing procedure your Department follows in it's .sign-oW of Traffic Impact Reports. submitted through the various municipalities in Palm Beach County, when they request same, The reason for this 'etter, and as you may recall from our phone conversation last month before the holidays, is that the City of Boynton Beach has asked us to present a certification from your Department before they will issue a buUding perm it for the project. Until this recent request by the City, we assumed that since the project's Site Plan was originally approved in April 1993. and CCl had made application to Palm Beach County t\ Engineering for a Driveway Construction Permit on July 22, 1993, then surely the T ~J Analysis prepared by Barton-Aschman Associates on March 3D, 1993 was r . , ~ approved at that time (copy attached) by both the City and the County. rt\~ 'd, and as you and I discussed, that it is the City's responsibility, which r~V received said Traffic Analysis, to normally approve andfor forward same to y~ Department for review and sign-off. Lastly, we question why an approved peD with vested daily trips County review. SpecifiCally, this PCD (Woolbright Place) was th < Agreement (1/24/90) which specifically accepted Barton-Aschm . ' Report, and indicated that the City agreed to specific off-sits'.' therein. ! ~ Iv \ V~'vV'~V i4.~~ CAA ~V~ ~,~ ~OOO l,l,L l,Vj~'::>lILJ.J\j~ J.'::> tg) OOJ/ 005 Mr. Dan Weisberg Palm Beach County Traffic Engineering Division January 30, 1996 Page Two Please let me know how we should proceed at this point, and/or whether the City's request is indeed invalid, Should you have any questions on this subject, do not hesitate to call me at the number listed above. Thank you in advance for your assistance with this matter, Sincerely, eel Consultants, Inc, ~k~ Brett A, Nein, A,S,L.A. Vice President, PlanninglLandscape Architecture BAN:wmg-k cc: Nolan Sims, Racetrac Petroleum, Inc. ~107DWl.TR eel CONSULTANTS, INC. BARTON-ASCHMAN ASSOCIATES. INC. 5310 N W 33rd Avenue, SUite 206 . Fo" laLJderdale, Florida 33309 USA. (305) 733-4220 . Fax (305) 733-4665 March 30, 1993 Mr. Joseph F. Kolb, Jr., P,E. CCL CONSULTANTS, INC. 2200 Park Central Boulevard, N., Suite 100 Pompano Beach, FL 33064 1," " '" 'l{ tLtt~.~.~~ -"".- '.".~ 1..../ .1' .1_,-.' "I-'" "" .. (I 8;' e~~~c-/' ,..' Re: Proposed Racetrac Gas Station WOOLBRIGHT PLACE PCD Dear Joe: We have completed our trip generation analysis for the above-referenced development The purpose of this study was to determine the amount of retail/commercial square footage that will have to be reduced from the approved PCD to accommodate the proposed gas station and convenience store. CONCLUSION The gas station/convenience store will generate 1,215 net daily trips. To accommodate these trips, the commerciaVretail development program for the PCD will have to be reduced by 32,000 square feet Our conclusion was based on the following analysis. ANALYSIS Our conclusion was based on dividing the trips generated by the proposed gas station/conveniencestore by the commerciaVretail trip generation rate documented in the January 1990 traffic impact report for the Woolbright Place PUD/PCD. The analysis steps were as follows. 1. The gas station/convenience store trip generation analysis was based on the procedures listed in the Palm Beach County Land Development Code (See. 10.8), and was calculated as follows: TRIP GROSS PASS-BY LAND-USE QUANTITY RATE TRIPS TRIPS Gas Station 1 748/statio 748 58% (-434) Convenience Store 3,040 s.f. 2,243 45% (-1,009) ~ ~ \\";J" r~$;,?,:'; ~,,~ll. ". ," ,.' ,\:1'c,;i\ ,"'" 'u ~;,.,..,,1l'-:. " <<, <:y v' ~l PA~SDNS · T~ANSPDRTATfDN G~DUP Barton-Aschman Associates, Inc. 2627 N.E. 203rd Street (Ives Dairy Road), Suite 207 Miami, Florida 33180 . USA January 23, 1990 Phone: (305) 935-0410 Fax: (305) 931-1097 Mr. F. Martin Perry SUite 1000 1665 Pal1n Beach Lakes Boulevard west Pal1n Beach, Florida 33401 -or Re: Woolbright Place roojPCD Enhanc:::':em:m Reval.uationj1986 Dear Mr. Perry: As requested, we are herewith submitting the results of a re-evaluation for the Woolbright Place roojPCD in Boynton Beach. 'Ihi..s report replaces the interim reports of October 23, 1989, ani January 10, 1990. 'Ihi..s analysis holds const&-rt the basic asstIIIptions, backgroun:l corrlitions arrl level of service stan::trrds contained in the original report of record, prepared by D3.vid N. Murray, P. E. of Murray-DJdeck & Associates dated April 1, 1986. Traffic generated by the original roo/fCD was extracted from the daily arrl peak hour volunes arrl replaced by traffic fran the enhanced lam. use plan. 'll1e methodology used for intersection analyses was the 1985 Highway capacity Manual, Special Report 209, published by the Transportation Research Board, 'Ih.i.s method, an FOOl' stanJard, provides greater accuracy relative to Im1ltiphase signal sequences and exclusive tun1.ing lanes. '!he results of the analysis, using the new larrl use plan ani methcxiology, identify that the Woolbright Place roo/Fa) can be ac:x:x::ll1U'OClted urrler these '\ corrlitions with minor signal improvements at the affected intersections ani- ",) the provision of tun1.ing lanes at SW 8th street, as detailed in the SUnnnal::y of fin:lings ani recormnendations. Sincerely, PARION-ASCEMAN ASSOCIATES, rnc. duW:/Jif An:1re ~~ff Principal Associate ,~, > \ , /~ - .. ~~D'~~ Principal AssoCiate ,,' cc: Cavid Levy [E] TRAFFIC IMPACl' AN1U..YSIS tn:lLBRIGIn' PI.J\CE PODjPCD :E:NHAN::ED IAND USE PIAN 1986 OJNDITIONS J'ANtmRY 23, 1990 Prepared for: 'l'RADEWINI:s GBOUP Clint Moore COzporate Plaza 902 Clint Moore Road, suite 124 Boca Raton, Florida 33487 Prepared by: BARTON-ASCBMAN ASSX:IATES, ~. 31ll south Dixie Highway suite 222 West Palm Beach, Florida 33405 ~'.~'.. ,/,:,:>~':~j" ". " "? 1703.09.01 -,- TABLE OF CXlN1'ENl'S Introduction Project I.arx:i Use rata Trip Generation Traffic Perfonnance st.an:Iards Intersection Analyses SW 8th street SUmmary of Fin:lin3s am Recamnerrlations APPENDIX Al - AlO A-II AU - Al4 Al5 - A16 Al7 - A26 Signalized Intersections, SUmmary Reports. Kilday & Associates Site Plan;AccE-ss Plan for SW 8th st. Mixed Use/Capture worksheets Trip Generation Rates, 3rd Fdition ITE. Intersection Worksheets ii 1 1 1 4 5 6 7 --, -; "'" .-<(/' ~ rntnXluction '!he p.rrpose of this traffic study is to re-evaluate the reported ill1pacts ard bnprovements as contained in a report by Murray-l)Jdeck & Associates (Mm) dated April 1, 1986. 'lbe re-evaluation is necessitated by a charqe in the Woolbright Place RID/FCD lard use plan, ard a clirective that this charqe be evaluated based on the origirill. 1986 backgrolm::l corrlitions ard perfo:rmarx:e stan:Uu:ds. A substantial portion of the MDA report addresses the developnent of backgrolm::l corxtitions. since these are bei.nq held constant, this report will not replicate that data, but accepts it by reference as is appears in the MDA report on Table 1 page 4, Figure A, Figure 22 page 12, Figure 2D page 13, Figure 3 page 14, ard Figure 4 page 15. Pro'iec::t Land Use Data '!he enhanced lard use plan for Woolbright Place RJD/R::D con followi.n:J elenert:s: 0:> ~ ~~\y:)1I1/()h _ II /1.,'JI9. ~~ .... ~ t;,~ tf(J 1.'? ~ is''6/ _ ~?q ~ v -II &i:l9 ~ t!;':". 'El~ ", 'r~ ~.t,/~y~~~-" ~r/....- "~#'A-;,J"~--,,~;JJ./. J... ; <r'(08 ~(i ),::...\'J A I " _v, ~// To maintain consistency, the same 'Ihird Edition of the Institute of Transportation's Trip Generation Report was utilized for the enhanced larrl use plan. Trip Generation rates for the Omrch/Schcx:>l were taken directly fram the prior MDA report. '!he HCllt'e D=pot trip generation rates were obtained fram Barton-Aschman studies of 6 Horne D=pots located in Florida (4) and Texas (2). 'Ihese studies were conducted in 1985, and peak hour counts were corrlucted at the Lauderdale Lakes store on Friday October 13, 1989, - Multi-Family Residential - Home Depot & Garden Center - Retail/ShOPPinJ - 01Urch - School - Church 600 D.U. 102,250 S.F. 215,750 S.F. 500 Students 1200 Seats Trip Generation 1 Table 2 (cont:.;nn-") J!V.1'UtU:i TBAFFIC FR:H PmJECT BEDEVEIDBmNl' WOOLBRIGHT PU.CE PCD/FCD ~ L1\ND USE PIJ\N Weekday AM Peak Hour 1M Peak Hour I..arrl Use # units rail v Trips in out in out Res. Multi-Family 600 D.U. 3960 60 300 240 120 Olurch/School 500 Students 510 90 60 2 6 Olurch 1200 Seats 240 .2 .2 18 18 4710 156 366 306 144 Mixed-Use Internal Capture (trip-en:1s) 2356 42 42 79 79 Total External Trips 13948 242 369 680 607 Source: 1. Barton-Aschman/Hame Depot studies 1985 & 1989. 2. ITE 1986 3rd Edition Trip Generation Report. 3. Murray LUdeck & Associates 4/1/86 Report. Table 3 wooumrGHT PL1\CE POD DIS'I'R.IBt1rION OF ~ TRIPS Res/Olurch/School 'IhoroucU1fare SeQment In out Woolbright Rd. Seacrest - 1-95 N. 5% 5% 20% 0 m--' I-95 N. - I-95 S. 20% 25% 30%~' , 1-95 s. - SW 8th 40% 40% 400 ", O%,~,- ,'" SW 8th - SW 18th 15% 15% 3 ",-_ ~ " 30~'~- '.', SW 18th - Con;r.ress 10% 10% 0%'1 \Y ~O% " r Y c,' , , - of Woolbright 5% 5% : 5% ~.t.. 5% Congress Ave. So. No. of Woolbright 5% 5% 5% 5% Boynton Beach Con::JreSS - SW 8th 5% 5% 5% 5% Road SW 8th - I-95 S. 15% 15% 0 0 Seacrest Blvd, N. of Woolbright 3% 3% 10% 10% S. of WCXJlbright 1% 1% 5% 5% 3 Traffic Perfo:cnance standards '!he Mm. report of 4/1/86 evaluated the projects ~ct relative to the Palln Beach Camty Traffic Perfonnarx::e st:an:3ards (R-81-6)--.. sin::e the initial analysis fc:llIn:l all links within the influence area to be ope.ratinJ below IDS-D, the project was identified as category~. Since background corxlitions have been held constant, the category remains ~ with the enhanced lani use plan. '!he folla.vin:;J l'Y'lITD'IlPnts are offered, ani remain consistent with the ~ report. 1. In analyzirg the daily traffic un::Ier the criteria in Category "A" on all affected links, the results irxlicate that the project is not a Category "A" project. 'll1erefore, this project OOES NO!' have to a:mnit to offsite roadway improveIOOI1ts, before bei.n:J considered a viable project Sl.lhmi!::~sion. 2. UOOer the proposa:i developrent at full capacity the project is a Category "B" Project, based on the 1986 design of Con:Jress Avenue. 3. UOOer Cat.egory "B" phasirg examination, this project does not generate traffic in excess of the st.an:3ard, sin::e Con:Jress has been built to a 6-lane facility. 'll1us phasing will not be necessary. '!he specific perfonnance starnards ani levels of seI:Vice applied to the 4/1/86 ~ report of :record appears on Page 21, ani apperrli.x - B - Page 4 of the Mm. report. 'll1ose values were held constant in this re-evaluation. As detailed in Table 4, Project traffic added to background and "other' develOJ.J11V=I'l't" trips does not cause any of the ~nts urrler study to ~" . the Level of Service 1? threshold. ,/," " '. ~~~~" " .. \ \-~ ,... \( Table .. liKlOLBRIGHT PUCE PUDIPCD THOOOl.K:il1.tARE IMP1\CTS ,,) 1985 Backgroun:i Project Total' Level of 'Ihorouc1hfare segment Base Traffic Traffic Traffic SerVice ' i - t ';...: j'--.... I' Woolbright Rd. Seacrest - 1-95 N. 22718 1489 2486 26693 G" 1.,-:.., 1-95 N. - 1-95 s. 18375 4825 4230 27430 " C /:; . l..,,, 1-95 S. - SW 8th 14031 8161 5580 " 27772 ' e/\', ~ ~..--';. "';" -'. SW 8th - SW 18th 14031 5075 3980 23086 - Y SW 18th - Con:JreSS 14031 4691 2652 21374''':~''-' A 4 Notes 1. MD.2\. B3'. 21 am Appen:lix B cites the following level of Service values lanes 4-ID 6-ID r.cs-c 30,000 46,400 LCS-D 36,000 55,800 Intersection Anal vses ~- \ ,,' ...,.,.......: \ Each of the five critical adjacent intersections identifi~, :<(~ ~ report were re-evaluated for AM am IM peak hour levels of serv~ ~ on the enhanced lam use plan. '!he nethcxi of analysis for this report consists of the Highway Capacity Manual (HCM), released in 1985 am currently the staI"dard adcpted by FOOl'. :.... 5 Table 5 IN.l'ERSECT:ICl LEVEL OF SERVICE HIGHWAY CAPACITY MANtmL E:XIS'l'Im + B1l.CKGROUND + PBO.J'rer ..,.. Intersection 1. Wcx:>lbright Road & SW 8th st. Corrlition 4 lanes Wcx:>lbright, plus westboun::l Right 'I'Un1. SW 8th Northbc:mrl, left, left-tlu:u, Right. SW 8th Southbourrl, left, left-tlu:u, Right. Split phasin:J North/South with EastjWest Left turn CNerlap Peak Hour AM IM D D 2. Wcx:>lbright Rd. & 1-95 South Exi.st.in;J C C 3. Wcx:>lbright Rd. & 1-95 North Exi.st.in;J C C 4. Wcx:>lbright Rd. & Seacrest Blvd. Seacrest Northbc:mrl, ,_ C c Restripe left, Left-thru, 'lhI:u-right. Split Ii1asin:J North/South 5. Woolbright Rd. & Congress Existin:J 1989 (Reconstructed) C d' C >tJ~:' {f"'-:y, ' \5"j' " SW 8th street 'll1e realignment of SW 8th street ani site related driveways arrl intersections should be consistent with the access plan preparedby;Kilday am Associates. A copy of the plan is attached, inlicati.n3' the p:rq;:x:>sed lane arrangements am spacin:J for driveways A,B,C, (D-deleted) E,Farrl G. 6 S\mIDarV of Find.i..ms , Re<xmnendations FINDIN3S 1. 'Ihe enhanced Woolbright FUDjroJ remains 'Ta category ~ project based on TPS staOOards contained in (R-86-6), '!his rerrlers the project a viable submission without up-front commitments for off-site roadway i1I1provements. 2. At full develq;:mmt, the project wo..lld remain a Category ~ project, based on the 1986 design of ~ AVeI1\;le. 3. '!he project does not generate traffic in excess of the starxJard since ConJreSS has been built to a 6 lane facility ani therefore phasing will not be necessary. REXDMMENDATIONS 1. At the intersection of Woolbright Rd. & SW 8th st.: a) construct three southboun::l approach lanes from the project, b) Constnlct a westbourrl right turn lane, ani c) Add a third northbound lane at the Boynton center/Pylon Interstate driveway: d) provide a 1IIlllti~ signal controller with split north/south phases. Note: Install traffic signal when warrants are rret based on . MIJTCD starrlards. 2, Seacrest Blvd. & Woolbright Rd.: a) Restripe Seacrest nort.hbourrl for left, I.eft-thru ani thru-right b) provide protect:Erl.-permi.ssive EastjWest left tw:n fhasing, c) provide split phasing for the North/South approaches. 3. Constnlct realigned SW 8th street consistent with the site plan prepared by Kilday & Associates, a copy of Which is attached . ," 7 --------------...------ APPENDIX ~srr ~ pODfPCD JANUlUt'l 23, 1.990 ..,.. \.~ \ .,." '(~ '" ,.--' ,--,-------,------- 1985 HCM: SIGNALIZED INTERSECTiONS SUMMARY REPORT A -\ ***..........****************.********.****.**..*.......*.........*....*** INTERSECTION"WOOLBRIGHT ROAD/SW 8TH STREET ' AREA TYPE.""OTHER ANALYST",.. , ,ANDRE GROENHOFF DATE. , , ,. , , . , ,01 /Z 1/90 TIME""",.,.AM PEAK 1986 COMMENT""",ENHANCED LAND USE I MOA 1986 DATA 8ASE .... -------------------------------------------------------------------------- VOLUMES GEOMETRY E8 WB NB S8 EB WB NB SB LT 92 424 76 239 L 12,0 L 12,0 L 12,0 L 12,0 TH t'Z88 1355 45 105 T 12,0 T 12,0 LT 12,0 LT 12.0 RT t2t t1\ 80 80 TR 12,0 T 12.0 R 12,0 H 12,0 RR 60 100 60 60 12.0 R 12.0 12.0 12.0 12,0 12,0 12,0 12,0 12.0 12.0 12,0 12,0 --------------------------------------------------------------~----------- ADJUSTMENT FACTORS GRADE HV ADJ PKG 8USES PHF PEDS PED, BUT, ARR. TYPE ( I) ( 't ) Y/N N", Nb Y/N ",in T E8 0.00 'Z. 00 N 0 4 0,95 0 N 20.5 3 WB 0,00 2,00 N 0 4 0,95 0 N 20,5 3 N8 0,00 2,00 N 0 0 0,95 0 N 23,5 3 58 0,00 2,00 N 0 0 0,95 0 N 23,5 3 -------------------------------------------------------------------------- E8 LT TH RT PO W8 LT TH RT PO GREEN YELLOW PH-l )( PH-2 )( )( )( SIGNAL SETTINGS PH-3 PH-4 CYCLE LENGTH = 90,0 PH-I PH-3 PH-4 PH-l )( )( ){ NB LT TH RT PO SB LT TH RT PO GREEN YELLOW )( x X X )( X )( 10.0 3,0 18,0 3,0 16.0 3.0 34.0 3,0 0,0 0,0 0,0 0.0 ~\.t~ t'~ ------------------------------------------------------------------ - LEVEL OF SERVICE LANE GRP, vIe G/C DELAY LOS APP, DELAY EB L 0.045 0,589 5,9 B 38,0 TR 1 .028 0,378 40,2 E WB L 0. 984 0,589 45,6 E 39,2. T 1.017 0,378 37.4 0 R 0,016 0,489 7,7 B NB L 0,335 0. 111 28.5 0 Z5.9 LT 0.303 0,111 24,0 C R 0.1 Z 1 0, 11 t 23.3 C 5B L 0.499 0.2.00 25,3 0 LZ,7 C LT 0. 5 ~ \ 0.2<lJ<lJ Zt.6 c R 0.036 0. 378 It .L\- B I \'-JTF::RSECTI eN: ;~~i-3Y ~6 b-' " , .J. \. :..~c; ven i v/c ~ 0.Gi7 -------------------------------------------------- LOS ~ C AZ-- 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT **.********.**************.*****************.***************************** INTERSECTION"WOOLBRIGHT ROAD/SW 8TH STREET AREA TYPE.""OTHER ANALYST""",ANDRE GROENHOFF DATE"""",,01/Z1/90 TIME"".",.,PM PEAK 1986 COMMENT,.,.,.,ENHANCED LAND USE I MDA 1986 DATA BASE ~ VOLUMES GEot1ETRY E6 WB NB 58 E8 WB NB sa LT 315 118 134 412 L lZ,0 L 12,0 L lZ,0 L lZ.0 TH 1336 lZ45 165 1 1 1 T 1Z.0 T 12,0 LT 12.0 LT 12,0 RT 34 39Z 445 Z31 TR 1Z.0 T tZ.0 R 1Z,0 R 12.0 RR 34 100 100 60 lZ,0 R lZ,0 lZ,0 12.0 1Z,0 lZ,0 lZ,0 lZ,0 lZ,0 lZ,0 lZ,0 lZ,0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV AOJ PKG BUSES PHF PEDS PEO, BUT. ARR. TYPE ( X) (X) Y/N Nt'I Nb YfN t'lin T EB 0,00 Z,00 N 0 4 0,95 0 N Z0,5 3 WB 0,00 Z,00 N 0 4 0,95 0 N Z0,5 3 NB 0,00 Z,00 N 0 0 0,95 0 N Z3,5 3 SB 0,00 Z.00 N 0 0 0,95 0 N 23,5 3 EB LT TH RT PO WB LT TH RT PO GREEN YELLOW PH-l X SIGNAL SETTINGS PH-3 PH-4 CYCLE LENGTH = PH-Z PH-3 90.0 PH-4 PH-Z X X X 13,0 3,0 35,0 3.0 0,0 0,0 NB LT TH RT PO 58 LT TH RT PO GREEN YELLOW PH-l X X X 0.0 0,0 lZ.0 3.0 18,0 3,0 . ,~' <"" "ft' ',. -,.";,, (J) -:-'-~., , ('"':""'. I? ! ~-.)"', , , . "-L,. ',' ", .\;l~::W'~~,!~", ,.~<~ -;.; - ~'- - it~'> ;,:: ': "f;', ~ \ .... 9. "'{hn" y- \ .epp~6l~ ",'.r? r J 9 -;.5,... D" ("h j~~~: ' _ '~:,\~~:: "," f~"J;j ,C:: J l,\ c;:-":fr., , /\' / \ ,/, ) ~, ::.,' .1 , "', ... / , /''^.,.. , <<. '. ~" 7_..,. __' (__'\ .,)! r i-l ; \ \\~>' -1:1 . "J:~ x x x x x x x LEVEL OF SERVICE LANE GRP, V/C GtC DELAY LOS APP. OELA EB L 0,80Z 0,567 21.3 C Z8,4 TR 0,982 0,389 30,1 0 WB L 0,141 0,567 7,0 B 19,6 T 0,908 0,389 ZZ,I C R 0,510 0,389 14, 1 B NB L 0,600 0,133 30.9 D 28.4 LT 0.702 0.133 Z9,0 0 R 0.8Z9 0,Z78 Z7, I 0 S8 L 0.787 0,Z00 33,7 0 Z8.5 LT 0,756 0.200 27.1 0 R 0.571 0.7..00 ZZ,6 C o INTERSEC::-=,~j: Delco'} ~ ". .. :,cc/veh) 'NC ~ 1.'~14 LOS = 0 A. - '; 1985 HCM: SIGNALIZED INTERSECT!ONS SUMMARY REPORT ************************************************************************** INTERSECTION"WOOL8RIGHT ROAD/I-95 58 RAMPS AREA TYPE,.".OTHER ANALYST.",."AG DATE,.""",,01/Z1/90 TIME,.""""AM PEAK 1986 COMMENT",. ",ENHANCED LAND USE I MDA DATA BASE T VOLUMES GEOMETRY E8 U8 N8 58 E8 UB NB sa LT 0 208 0 110 T 12,0 L 12,0 12,0 L lZ.0 TH lZZ4 1441 0 0 T 12,0 T lZ,0 lZ,0 L 1 Z ,0 RT 41 1 0 0 519 R 12,0 T 1 Z, 0 12,0 R lZ,0 RR 100 0 0 60 1Z,0 1Z,0 lZ,0 1 Z ,0 12,0 12,0 12,0 12,0 lZ,0 12,0 12,0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG 8USES PHF PEDS PED, BUT. ARR, TYPE (%) ( %) Y/N NI"I Nb Y/N l"Iin T E8 0.00 2,00 N 0 4 0.95 0 N 11.5 3 US 0,00 Z,00 N 0 4 0,95 0 N 11.5 3 N8 0.00 0,00 N 0 0 1.00 0 N 20,5 3 58 0,00 Z,00 N 0 4 0,95 0 N Z0.5 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH = 90,0 PH-l PH-2 PH-3 PH-4 PH-l PH-Z PH-3 PH-4 E8 LT N8 LT TH X TH RT X RT PO PO U8 LT X 58 LT X TH X X TH RT RT X PO PO GREEN 31.0 30,0 0,0 0,0 GREEN Z0,0 0,0 0,0 0~0 YELLOU 3,0 3,0 0.0 0,0 YELLOU 3,0 0,0 0,0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP, V/C G/C DELAY LOS APP, DELAY T 1,041 0,333 46,0 E 37,6 i R 0,380 0.556 7,4 8 I US L 0,360 0 344 16.9 C 9,413 ' ~~:/ ,----- I S8 ~ ::~~; ::i~~ Z~:; ~ IZ.l ,'a: "<Ai _ ___ _ ___~____ _,_ _ ~ ~ ==~ _ __~~~==_ __ ____~~ ~_ _ _ _ _ _ ~_ __ _ _ _ _ ___ ______ __ _ _ _ _ _(~h~ ; TTz;rr.,,-:J APP , '\.qs o '~ E8 INTERSECTION: Delay = Z1,8 (sec/veh) V/C = 0,869 LOS = C I DOC UrM. CTC"'OI T"7Cn T..ITcoccrTTn...c ,....'""~ I'''''''. ..J...IIro.I,."Il.........'-~ .1.'.'''''''''''''-'"-' .._,.~ CII......OOV oconOT '0.1'\.6",,,,,,, '''L...' .....". f-" -0- ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~**~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ T"ITcOCCrTTnl\l IInnl OOTCUT onon/T_OC CO OO...oc ............"""'............"'...._"'''-1.......,.,,...'''''... 1'\.\oJ","",'''' u~ -.JIL,I ",","" oJ ooco TVOC nTUco '''''-I' ,..........."'".'-,,, 0"101 VCT at:: .. .... ..... . ~ I .. .. .. .. .. .. ... '''''' nOTC ~1 1?1 10~ '-II . , '-.. .. .. .. .. .. .. .. .. .. v ., "- . , w..... TTMI:' , .... I...... .. .. .. .. .. rn.......c"'T "--...."-....... .. , ,PM PERK 1 gS0 ..ENHANCED L~NO USE I MOA 'OOC nOTa OOCI:' . ~_'-J. '-J" I" 4..11 .....rL... co ...... LT o unt liMe c . "''-''oJ' ,'- W we NB o o o o se Z4~ o 698 t~ T T EB lZ..~ we I ~ 12 .~ ccn"'CTOV "'-JL...""l ,.... . .... . ~ N8 tZ..~ ~Z.0 12.0 12.0 lZ..~ ; Z .'~ sa L L I? ~ ......'" tZ.0 TU . .. 'C?~ ,.....a...u 2:31 'rA'7lf 1'&11- o o ,? ~ I&..U R 12...0 12.0 tZ..~ T 1? I'A lL..", R 12.0 RT RR 602 t~1'A . 'U'U 1Z.0 T ,? ~ ._.u 1 Z.0 12.0 -------------------------------------------------------------~------------ 1 Z.0 coone '-"", ,~'- I If , , Ie . co ........ I'A I7I1'II. 'l,6. "'.... Ht..J (:) z..~ Z.~ I'A I7I1'II. '" . ..,,, z.~ OU_? , I" '- x. x. II? I'A .,..... . .., :3 .0 anT ovc ,,~u "'''"' Y/N N ~J N N OU_A , ., oJ x. x. x. ~ IA 'U,'U 0.0 I? I'A ".....u t Z. 0 ,? I'A ......- QnTlICTMI:'~JT l:'oClrTnOC , 'LJU "'..J . . .'--". " ,_ . "" 'v ",_ ,..,., BUSES ~Jb 4. 4. o 4. 0.gS 0.95 ! .~ ~. 95 PHF oenc , ..........- NB LT o o o o Y/r! ~! ~J N ~J PEel. BUT. nin T l' C . ,......., ~ ~ .. 5 ?I'A C IL.."t.I...... ?I'A C ....-...... PH-~ rvrl I:' I CUCTU _ '-- . w'-'-- '--'-,,,......, I. PH-3 x. x. te.~ 3.0 PH-Z 0.0 0.~ ~.~ 0.~ RRR. TYPE :3 :3 :3 :3 90.~ PH-4 ~.~ 0.0 -------------------------------------------------------------------~~~~~-- ,~,;\ ' LEt,'EL OF SERVICE ,> we ~!8 sa 0.~~ I'A I7I1'II. u.~u 0.~ PH-l EB LT TH RT we PO LT TH RT on . .... coee... '-"'~....,. Z 1.0 3.0 VCI I nil . '-........."'- E8 L~NE GP..P. T R we L T L S8 R TUTCOCl:'rTTn",. .... ,. , L..' ,""""'-_ , .... '-I'.. I.' /e e . 9 84- ~.S!8 0.591 0.419 0.370 0..435 Gte I'A IIC'7 u.. ""'T""" 0.667 I'A ?"I"I U.IL..w_ '0.733 ~.z~ ~..933 n_l _., '-I........."-l:J o o o o SI6Nf\L SETTINGS PH-4 e.~ ~.0 DELRY ?C 0 &...'-oI.u 5.3 25.0 3..0 Z3..8 0..3 18..1 {:'~c/..;~h~ TH RT sa PO LT TH RT PO GREE~! vel I nil , ,-'--'-'-I" LOS o 8 C R c P; I.'/C Pipp 1..114 OELP.Y 22.9 ,0 1 Z.. 3 LCS LOS \. :' c t", <5' 1985 HeM: SIGNALIZED INTERSEC1IONS SUMMARY REPORT ..................................................*....................... INTERSECTION,.WOOLBRIGHT/I-95 NB RAMPS AREA TYPE,.".OTHER ANALYST",. ,. ,ANDRE GROENHOFF DATE. ..,'"".'ll1/21/9'll TI ME. . , , , , , . . ,AM PEAK 1986 COMMENT".,.. .ENHANCED LAND USE i NDA 1986 DATA ..... VOLUMES Gc.J,1ETRY EB WB NB SB EB I.JB NB SB LT 362 'll 52'll 'll L 12.'ll T 12.'ll L 12. 'll 12,'ll TH 97'll 1126 ,0 'll T 12,0 T 12.'ll L 12,'ll 12,'ll RT 'll 376 100 'll T 12,'ll R 12.'ll R 12.'ll 12,'ll RR 'll I'll'll 6'll 'll 12,'ll 12.'ll 12.'ll 12,'ll 12.0 12,'ll 12.'ll 12.'ll 12.0 1 Z ,'ll 12.'ll 12,'ll -------------------------------------------------------------------------- ADJUSTMENT F ~r'TORS GRADE HV ADJ PKG BUSES PH:=- PEDS PEO, BUT. ARR, TYPE ( %) ( i. ) Y/N NPl Nb Y/N Min T EB 'll,00 2.00 N 0 4 0,95 'll N 11.5 3 WB 0,00 2,'ll0 N 0 4 'll,95 'll N 11.5 3 NB 'll,00 2,'ll0 N 'll 4 'll,95 'll N 2'll.5 3 SB 'll,00 'll,00 N 0 0 0,95 0 N 20,5 3 SIGNAL SETTI NGS CYCLE LENGTH = 90,0 PH-I PH-2 PH-3 PH-4 PH-l PH-2 PH-3 PH-4 EB LT X NB LT X TH X X TH RT RT X PO PO WB LT SB LT TH X TH RT X RT PO PO GREEN 23,'ll 35,'ll 0.'ll 'll.'ll GREEN 23,'ll 'll.'ll 'll,0 'll,'ll YELLOW 3,0 3,'ll 'll,'ll 'll.0 YELLOW 3,'ll 0,'ll 0,'ll 'll.0 -------------------------------------------------------------------------- LEVEL OF SERVICE ,- LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. l.OS ~ -- EB L 'll.846 0,256 33.8 0 16,9 C T 'll.409 0.678 4,2 A WB T 0.821 'll.389 18.3 C 18.2 C R 0.291 'll.644 4,6 A NB L 0.627 0.256 23,6 C 23,9 e -' R 0.'ll53 'll,511 7.1 B -------------------------------------------------------------------------- ['"--'-' I NTERSECTI ON: Delay = 17,3 (5ee/veh) v/e = 0.773 LOS = C , \' -) .I / . .;,..' 1985 HCM: SIGNALIZED INTERSECTJONS SUMMARY REPORT A-0 **......................*.******...****.********************************** INTERSECTION"UOOLBRIGHT/I-95 NB RAMPS AREA TYPE,. ..,OTHER ANALYST".""ANDRE GROENHOFF DATE. ,.". ",,01/21/90 TIME., ,... ...,PM PEAK 1986 COMMENT.... ",ENHANCED LAND USE I MOA 1986 DATA BASE 'r VOLUMES GEOMETRY EB W8 N8 c:~ EB WB NB sa ""C LT 576 0 420 0 L 12,0 T 12.0 L 12.0 12.0 TH 1221 911 0 0 T 12,0 T 12,0 L 12,0 12.0 RT 0 254 166 0 T 12.0 R 12,0 R 12,0 12,0 RR 0 100 100 0 12,0 12,0 12,0 12,0 12,0 12.0 12.0 12,0 12.0 12.0 12,0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HI,' ADJ PKG BUSES PHF PEDS PEO, BUT. ARR, TYPE ( 1) ( 'f ' Y/N NPl Nb Y/N Plin T I. ) E8 0,00 2,00 N 0 4 0,95 0 N 11.5 3 WB 0,00 2,00 N 0 4 0,95 0 N 11.5 3 NB 0.00 2,00 N 0 4 0.95 0 N 20,5 3 58 0,00 2,00 N 0 4 0,95 0 N 20.5 3 --------------------------------------------------------------------------- SIGNAL SETTI NGS CYCLE LENGTH = 90,0 PH-I PH-Z PH-3 PH-4 PH-l PH-Z PH-3 PH-4 E8 LT X N8 LT X TH X X TH RT RT X PO PO WB LT 58 LT TH X TH RT X RT PO PO ~, \'""'~ ,- GREEN 3Z,0 3Z ,0 0,0 0.0 GREEN 17.0 0.0 ";0~.. .0.0 YELLOW 3,0 3,0 0,0 0.0 YELLOW 3.0 0,0 >0,0,/' 0.0 --------------------------------------------------------------------- I NTERSECTI ON: Delay = 18.3 (sec/veh) Vie = 0.813 LEVEL OF SERVICE LANE GRP, V/C G/C DELAY LOS APP, DELAY E8 L 0, 967 0,356 42.3 E 18,6 T 0,469 0,744 3,0 A U8 T 0,726 0.356 17,5 C 19.2 R 0.192 0.544 6,7 B NB L 0.685 0.189 28,0 D ZS,4 R 0.048 0,933 0.1 A 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT A-+ .................................**.**.*......*.*.*..**....*.......*...*.. INTERSECTION, ,WOOLBRIGHT ROAD/SEACREST AREA TYPE..",OTHER ANALY5T,."",ANORE GROENHOFF DATE..,. .." .,01/21/90 TI ME. . . . , , . . , . AM PEAK 1986 COMMENT....,. . ENHANCED LAND USE I MDA 1986 DATA 8ASE ..... -------------------------------------------------------------------------- VOLUMES GEOMETRY EB UB NB 58 EB WB NB 5B LT 80 70 252 91 L 12,0 L 12.0 L 12,0 L 12,0 TH 284 407 188 325 T 12,0 T 12.0 LT 12,0 T 12,0 RT 185 16 26 143 TR 12,0 TR 12,0 TR 12,0 .TR 12.0 RR 60 16 26 60 12.0 12,0 12,0 12,0 12,0 12,0 12.0 12,0 1 Z. 0 12.0 12,0 12,0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED, BUT. ARR. TYPE (X) O~) Y/N NfIJ Nb Y/N flJin T EB 0,00 2.00 N 0 4 0,95 0 N 20,5 3 US 0,00 2,00 N 0 4 0,95 0 N 20.5 3 NB 0,00 2.00 N 0 4 0,95 0 N 20,5 3 SB 0,00 2,00 N 0 4 0,95 0 N 20.5 3 -------------------------------------------------------------------------- SIGNAL SETTI NGS CYCLE LENGTH = 90,0 PH-I PH-2 PH-3 PH-4 PH-I PH-2 PH-3 PH-~~ EB LT X X NB LT X TH X TH X RT X RT X PO PO ~(,.,~ WB LT X X SB LT X TH X TH X ..~~ RT X RT X PO PO GREEN 4.0 34,0 0,0 0.0 GREEN 20,0 20,0 0.0 0,0 YELLOW 3.0 3,0 0.0 0,0 YELLOW 3.0 3.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP, V/C GiC DELAY LOS APP. DELAY EB L 0,073 0,456 10,5 B 11.9 TR 0,324 0,378 12,9 B UB L 0,073 0.456 10,5 B 1 Z, 1 TR 0,308 0,378 12.8 B NB L 0,349 0.2ZZ ZZ.6 C Z 1. 1 TR 0,488 0,222 Z0,4 C SB L 0.244 0.222 Z 1 .9 C 19,0 TR 0.542 0.222 20.5 C -----------------------.------------------------------------------- INTERSECTION: Oelay lS.8 (seclveh) vie = 0.961 Cb \ ,~. ,,;, - 6" 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT . ................*.......................................................** INTERSECTION. ,WOOLBRIGHT ROAD/SEACREST AREA TYPE" ."OTHER ANALYST." .",ANDRE GROENHOFF OATE,."",.,.01/21/90 TIME"",.".,PM PEAl< 1986 COMMENT."... ,ENHANCED LAND USE I MDA 1986 DATA BASE 'or: VOLUMES GEOMETRY EB WB NB SB EB WB NB SB LT 221 131 371 109 L 12,0 L 12,0 L 12.0 L 12,0 TH 577 752 437 299 T 12.0 T 12.0 LT 12,0 T 12,0 RT 242 131 120 126 TR 12,0 TR 12,0 TR 12.0 TR 12.0 RR 60 60 60 60 12.0 12,0 12,0 12.0 12,0 12,0 12,0 12.0 12,0 12,0 12.0 12,0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE CO ( %) Y/N NI"I Nb Y/N l"Iin T EB 0,00 2,00 N 0 4 0,95 0 N 20,5 3 WB 0,00 2,00 N 0 4 0,95 0 N 20,5 3 NB 0,00 2,00 N 0 4 0,95 0 N 20,5 3 SB 0,00 2,00 N 0 4 0,95 0 N 20,5 3 EB LT TH RT PO WB LT TH RT PO GREEN YELLOW PH-l X SIGNAL SETTINGS PH-3 PH-4 CYCLE LENGTH = 90,0 PH-2 PH-3 PH-4 PH-2 X X X 14,0 3.0 29.0 3,0 0,0 0,0 NB LT TH RT PO SB LT TH RT PO GREEN YELLOW PH-l X X X X x X X X X X . 4.~ ~~' ",'\.~ 0,0~~~ 0,0 0.0 0,0 0,0 19,0 3.0 16,0 3,0 S8 LEVEL OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS ~R ~:~~~ ::~~~ 1~:: ~ 15.3 ~,:~~J~: ,,0 ,-, .-j7 L 0,030 0.511 8.3 B 17,0 J;'r~ TR 0.740 0.3L2 19.0 C /'-')"i'^ L 0,871 0. Z 1 1 39.6 0 29, 1 k::'! 0,;, LTR 0,775 0.211 24.6 C rl ' L 0.366 0,178 25.1 0 21.3 \.: C TR 0,603 0,178 23.0 C \' -----------------------------------------------------------------------~- ~ .' EB WB NB ( I NTERSECT! ON: 0,:;1 '1'1 = l'J, 9 (sec/veh) v/e = 1.077 LOS = (, 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT A -i .***.************************.****.*********.*...*....**.*****.*********** INTERSECTION, ,WOOLBRIGHT RD/CONGRESS AVE AREA TYPE.".,OTHER ANALYST""."ANDRE GROENHOFF DATE."",.. ..01/21/90 TIME.",."...AM PEAK 1986 COMMENT"., ...ENHANCED LAND USE I MDA 1986 DATA BASE ,. VOLUMES GEOMETRY EB WB NB SB EB WB NB SB LT 3 399 39 420 L 12.0 L 1 Z, 0 L 12.0 L 1Z.0 TH 27 19 458 552 T 12.0 T 12,0 L 1 Z.0 L 12.0 RT 1 313 27Z 4 TR 12.0 TR 12,0 T 12.0 T 1 Z ,0 RR 1 60 60 4 12.0 12,0 T 12.0 T 12.0 12.0 1 Z,0 TR 12.0 TR 12,0 12,0 12,0 12.0 12,0 ----------------------------------------------.---------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED, BUT. ARR, TYPE (%) ( 70 Y/N NI"1 Nb Y/N l'1in T EB 0.00 Z,00 N 0 4 0.95 0 N 32,S 3 WB 0,00 2,00 N 0 4 0,95 0 N 32,S 3 NB 0,00 2.00 N 0 4 0,95 0 N 20.5 3 SB 0,00 2,00 N 0 4 0.95 0 N 20.5 3 -------------------------------------------------------------------------- SIGNAL SETTI NGS CYCLE LENGTH = 90,0 PH-1 PH-2 PH-3 PH-4 PH-l PH-2 PH-3 PH-4 EB LT X X NB LT X TH X X TH X RT X X RT X PO PO WB LT X SB LT X '1. TH X TH X RT X RT X PO PO GREEN 15.0 26.0 0,0 0,0 GREEN 16,0 21.0 0,0 YELLOW 3,0 ],0 0,0 0,0 YELLOW 3,0 3,0 0.0 ( ----------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. VIC G/C DELAY LOS APP, DELAY APP. LOS EB L 0,028 0,489 9, 1 8 7,6 B TR 0.016 0,489 7,7 B WB L 0,869 0.289 34,0 D 24.5 C TR 0.313 0,289 16.Z C NB L 0.068 0.178 23.4 C 20,0 C TR 0.572 0.233 20.1 C sa L 0.728 0.178 29.6 0 21 .2 C ,,) TR 0.449 0,233 19. Z C ----------------------------------------------------------------~,------~~- INTERSEcnON: Delay = 19,7 (sec/veh) V/e = 0.701 LOS = C :.:,. 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT ~ -\ 0 .************************************....***.*****.*****.*..*............. INTERSECTION..WOOLBRIGHT RD/CONGRESS AVE AREA TYPE.. ."OTHER ANALYST,..",.ANDRE GROENHOFF DATE"".,' ",01/21/90 TIME".",.."PM PEAK 1986 COMMENT"", . ,ENHANCED LAND USE I MDA 1986 DATA BASE .,. -------------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB EB WB NB sa LT 64 359 29 377 L 12,0 L 1 Z. 0 L 12.0 L 12.0 TH 62 21 702 550 T 12,0 T 12.0 L 12.0 L 12.0 RT 8 392 309 7 TR 12,0 TR 12,0 T 12.0 T 12.0 RR 8 60 60 7 12,0 12,0 T 12,0 r 12.0 12,0 12,0 TR 12.0 TR 12.0 12,0 12.0 12,0 12.0 -------------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PEO, BUT. ARR, TYPE (%) ( %) Y/N N", Nb YIN l"Iin T EB 0,00 2,00 N 0 4 0,95 0 N 32,5 3 WB 0,00 2.00 N 0 4 0,95 0 N 32.5 3 NB 0,00 2,00 N 0 4 0,95 0 N 20.5 3 SB 0,00 2,00 N 0 4 0,95 0 N 20,5 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH = 90,0 PH-I PH-2 PH-3 PH-4 PH-l PH-2 PH-3 PH-4 EB LT X X NB LT X TH X X TH X RT X X RT X PO PO WB LT X SB LT X TH X TH X RT X RT X PO PO GREEN 15,0 26,0 0.0 0.0 GREEN 16.0 21.0 0.0 ',0.0, \ . YELLOW 3.0 3,0 0,0 0,0 YELLOW 3,0 3,0 0.0 ~:'0 -------------------------------------------------------------------------- LEVEL OF SERVICE LANE GRP. VIC GIC DELAY LOS APP. DELAY APP. LOS EB L 0,028 0,489 9.1 8 7,8 8 TR 0.036 0,489 7.7 B U8 L 0,818 0,289 30,3 0 ZZ,0 C TR 0.407 0,289 16,8 C N8 L 0.050 0,178 23.3 C 23.0 / \Z 1- I TR 0.805 0.233 23.4 C /Ii::> ( " S8 L 0,654 0,178 27.9 D 20.5 1,li~ C;~. TR 0.448 0.233 19.2 C oJ'v - - - - - - - - - - - - .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \:':;:-\~ - Z;\..~ INTERSECTION: Delay = 19.5 (sec/vehi vie = 0.717 LOS = \(,,'>... L .:\;f ,', . ' -u t ~; ./i III .. .> 1 A-q tJ -!f .~ ~~. . L , <sA I I lltlll rV~ ~ , ~rie' ~~ ~ 1. II~II: I,) ~ - ," \i) - , ~ Jill: , \ . ' I!:', - - , . - :S ~L - :" , . I yJ . ..... - - , ;~i I , I I . . , .' , - ;~~ ; t ,"- ' .x - I L , I I ~ !~i LL j1 t. itr \!J '; 111 i i I II 111 & I , uu I I '\. - w -: ~ ~ '(6, ~i~~ or ~ i tV J ~ rl~ ~ ~ \\ ::.-~ \\",'. ,,' : /!'1'. \. . " ~.) \;:'");~ ! ":~ ';', -=-- ~,....:;,......-...,. ~ -' ';\,~' ~ ~ ",' :;J <- ~ Barton.Aschman Associates,: Inc. I !. 2627~N.E.~203rd Street-{Ives Dairy Road), Suite 207 M~~~ _~~~?~_ ~~s.o ,~~5) ~~!O ~ _ _ . _ _: A.I Z- prolectl..AJCOLIl,.t2.L&n"T fJu..O! 'PCD Job No. \10'7 oct Oz- Sl/bJect ~\4ANc.en L.A-1vD v~L Sheet_ 01 Made by: - ' A6, Date ,\ / ? Checked by , Dale i ' . I: . ~ I/ltj/CCO , ; I . _ _ .,--- -.- 4 . _ .. . ...... _ _ . . I . I",t~~ ~\-t-~rJ. U~ ~~ ; i : '() i..1.~ _ ~ _~~_~+I~_~~._l~:" ,,-":;' /0 ~-ScbL ~ r2As'MI~ 15' ,10 ' I ,j . e~' c:> p: ~ \ 4 6 <'0 .n V\It {1 f A-1o! ~ 't2- , '/'1'.:' I.;.z:; :. (,.;! ~ e. . W~;: '"'! c:..:_.~ .,.. !"'l-t~~ . '6'1 -.pt\.S~ ~~ ':-- :~ l-5 it' ,4+ _, : D, ~0 l~ o "^ or 3G,Cl ~.s \6 ~ ~YO~ D UJ'rIl'T" o~ M.OJ'tC"( t:g Ol.A"- (ze) En \) t::le1 ~M ~:,'j I2ffl'(.. , I "-' l. 7- 0 3q:r- M~\6~ AT \) rZ \V -eN A"/.5 7'!:; .:::. -- i - <:::: K.LA UJ...I. , 'SC.+U?o ~ , , · .~b" I~.~,_~ , ~1L.I(,oM.M Jr;;fo 'l1<\L. Tf.1".$. \, ATJ~O^,:' " fJUlDVC11QUS )3US,'18> IOTAI..- - c: I ! - 4'Z.. 4'Z- I / - J'.:7..j- : .:)\ACI1 010 Ii, I 'lQ ',.'1' JJ ~ So ",' j' ~ () ,-"ell 0 10 - c.::--rp, L '--:--AL enl::..--e.fvC,C ~'0 2:::- 10 r '.C I ~ -1'3 ProJecI/)JOO L~lZ l&n"T ' (Jv.. 0 / fJ (.. D Job No \1 0 '7 0'1 0 z.- , Subject ~\,,""::~N~1) ~D I,.A~L Sheet_ 01 'Made by: - A6, Dale ., / 't Checked by Date I I , ,~\/t?I'?J(..) ~ Barton-Aschman Associates,. Inc. , 2627N.E... 203rd Street. (Ives Dairy Road), Suite 207 MI~!! F~~ld~_ 33~80 (~L~~~O L _ , "-'-"'---0- _ __ . _ .0 _. . _ . ]>~,T~c.JL ,^^~~etJ lA.~ ~t- ~S~+I~ :-+0. 12.lt~,- '20 10 I ' ~~-5cknL *0 r2AslMt.) \ S ,10 f'~\C:"D I; '(l V\-1 JJ t Q ~ l,..1Ql.A ~ , I V\-1\V~~ ;~A'S(. , :~'.:.,~.e.'.!:...$~C~1 ..,.... e'l-+~~ '6't-Pt\..S~ Cv-p+w~ ..~+~ t~ :1, . (). 00~ II'" I~" ov:r ( I (07 J , i _ ~ .. I "" ~4-:;z.. 7~4- <:::'H,.Lo\et.l-\ ~tJL.. r ' , , I ~, '1.,0 A;<;..$ \ (). /'...) ~YOI\) D Ui\i IT o:i=- tV( 0 =rrc..c --r Dl \JOh ~M ~l ~T "'T2 ffl' c... ~~'6J':) AT \)l2.\ V&JA--{S ", , ~1L..Ic...ollM-\, ~&'0 2.4- ~L \f..1"2 NT, ATleNcT1o^,S NT Y?~OVC1lQA,)S \ \):ru~--n.;n !DiAl.- /17C} jg lOi 1-;) 10'2 I q 1-/10 1 cO 2.40 ~ .i)vc-n 01\...) ~)<- ~i~S' ,'2/y '54(2.. 2:2: () "~c,, 0 0-2CTJ;:\IL z-;- 10 , :: ~.c. L \?XI e-t2..N A L 709 .: ' ~ Barton-Aschman Associa~es,: Inc. 2627 N.E.. 203rd Street (Ives Dairy Road), Suite 207 ~~~i, ~,:,.~d~~~80 (~5)_~~~OL _ .' ' A-id.. prolectWOOL!l;.l2.l&n,.. ()lAO/ 'PC-V Job No. 1107 ocr ()z... , SubJect ~\AA'N~n ~D V\.)L Sheel_ 01 Made by' , A6, I ~al. , / Cf , I ! Checked by Date . ~ , \ /\C;~jqO . - ...- -. ... . . I. "'- T~v.Q. 0.A. \- 1- -ecJ. IA~ C~e.... , : Re$~+I~ :-+0, W~ '2,510 ~~ -ScktL ~ I2asIMI~ t- ~ ,10 I f~'CD ~ ADT LUcL~1)c.y Yv\ I Y~. :,....' .s.E- i.A.....) f-,-e..:L ~~J cr:r- ~ -t'/..+~e..t ,'6'1-{.)t1.S$ C~.(., ,~+~ t,.S :J, 'n r; . I~ ~tT~"N~L. ft) Cf). t1.- 00~ 4- A<7.s \ G. I\:J ~Y01\)D Ui\1 rr ()~ M.o~1C:.C l' o '" T"' ~/'5' I \ '" I "i~ L O\A-n 1<1 Yl...-) .1 ~ 0Clo & BQ00 D\ IJ~ rAoM eilST -re~IG ~~\6~ AT \) t2. \ V BN tJ.'-/S CK.lA.eLl-\ ~O~ ~?j' mtlL \f.1".z IT, ATleflCT10MS )1 f~OtlC11o.vS .)-.:JU)'18l IDI A L. 2o:~5 IJ~ e II:J.-S ,,.0 I q go .: Dv.C-n 010 !l2S:"L \ \,1- /0 '/~cdc..o ~- 9 ~~J::;-'i' -;:; ':;, ~ r.1.- - / _"- D LAC" 01-,) - 2C'T)::. I L :=~L ex!f:::.-elvD.L / ::;' 10 -L. C' ~_ 9- / o or ,:, f-.I~ SUMMARY OF TRIP GENERATION RATES , Land Use/Building Type Shnppine; Center ~200'~OOO 299,999 G.S,F, ITE Land Use Code R;:>3 Independent Variable-Trips per LOOO Gross Sauare Feet of Leasable Are8. . -.... , Average Number Average Size of Trip Maximum Minimum Correlation of Independent Rate Rate Rate Coefficient Studies Variable/Study Average Weekday Vehicle Trip Ends C)() fi 01 0 1? ~ 10 ;:>':It:) Peak A.M. Enter 0.4 O.l) 0.2 1 ;:>7R Hour Between Exit 0.2 O.~ 0.1 ~ ;:>7R of 7 and 9 Total 0.6 0,8 O,':l ':l ?7R Adjacent P.M. Enter 2.1 2.7 1.6 7 261 Street Between Exit 2.2 ~.O 1.0 7 ?fi 1 Traffic 4 and 6 Total 4.8 7.2 '':l fi 1~ ?1J7 Peak" A.M. Enter 2.0 2.6 1.8 4 ?C)o Hour Exit 2.2 ~.8 1., C) ;:>C)? of Total ~,O 6.~ 2 ~ lh ?':l1J Generator P.M. Enter 2., ~ 2 2 0 7 ?t:;'1 Exit . ;:> 7 ':l C) 1 C) - 7 ?~'1 Total ~ ? 7 A ~ 0 ?n ?~h Saturday Vehicle Trip Ends 74 ? 01J 1 ~fi ~ In ,)~7 - Peak Enter ':l C) IJ IJ ? II t:: 'Jhn Hour of Exit ~ ~ II IJ ? ~ h' ?t:;t::; Generator Total h A A 7 II 7 h ')i::n Sunday Vehicle Trip Ends ~? ? t::;'1 1 t:;~ Lt A , Peak Enter n h n A n Lt /:t-: ~). \ "", !I ll.r)'- 7'K./I....J.I'" Hour of Exit 1 1 ? A n II (. ::::;r.. < ~, .\\~Wt!;.,-,-,~ I '::.:f rf' 'oJ Rt " Generator Total 1 ? 1 h n A \,i"-i '7 Q , i I:t=R f\ 1996 t> -.. , Source Numbers - - ), -.-l4 , IS, 4R, 40 5 Lt , c:;o 7 ') J 7r:. ~ ~ ~.....\'~ CllJ~.lliJ2{~"--' ' . , ... .I .... -' J , ' V~.-7' :',;~-/ 1 1 0 l'}lJ ~ [". x,' - ro "',," .. , ,,\ .... ^' ITE TechnlCci Commlnee 6A-6- Trip Generation Rates ~ T:\-\\'r' c::l _/ Date ' -, -. - " - - ") \; -- - - , ~-- ..~ .. -. - .. -" -- ~- ; J- A-10 (J SUMMARY OF TRIP GENERATION RATES , Land Use/Building Type Low-Rise Apartment ITE Land Use Code ??1 Independent Variable-Trips per Dwelling Unit ..... Average Number Average Size of Trip Maximum Minimum Correlation of Independent Rate Rate Rate Coefficient Studies Variable/Study Average Weekday Vehicle Trip Ends 6 6 o ? l:i 1 ')') ')hJ1 Peak A.M. Enter o , o ~ n 1 .?~ ')11 ~ Hour Between Exit n 4 n 7 n ? ')~ '1'1 -' of 7 and 9 Total 0" O.q O,~ ?4 ?I1Q Adjacent P.M. Enter 0.4 0.6 o.~ ?~ ?11 Street Between Exit 0.2 0.4 o. , ?~ ?11 Traffic 4 and 6 Total 0,6 0.0 o 4 ?U ?I1Q Peak A,M. Enter 0.1 O,~ o 1 ?1.1 ?1ll:i Hour Exit 0,4 o 7 11 ? ?1.1 ?1.1~ of Total o h o Q n ":l ?~ 'J 1.11 Generator P,M. Enter o 4 o h () ~ 'Jlt ') lll::: . Exit o ? o 4 11 1 - ')It ')lt~ Total n 7 n 0 n h ")1 ",,0 Saturday Vehicle Trip Ends 7 ? Q ') 11 II ')1 ')",Q Peak Enter n ~ n II n 1 ")n -S-'. ')')1, oJ Hour of Exit O.i 0,4 o 2 ?n'~' ? ":ll Generator Total 0,6 0,8 o ~ ?1 ??R Sunday Vehicle Trip Ends 6.1 8 R 4 ? ?1 ??R Peak Enter O.i o 7 n ? ?n ? ':11 Hour of Exit O.i n.t:; n 1 ?O ./ '5~' ,~'I~ Generator Total n h 1 ? n ~ ?~~ ~.: ;-'-';'-"<()~' - ? ? A'. by" t:l": ;,' i :~.' - .. ~~~;., ,:"') ':' ~ ~" i 1'"'-;':" . l ~1 !..> :: ' . ~",. ~'. :....., Source Numbers 1l. 2 1 , 7L G8, 110 -_ ;:.J , ~c: \ 1J ;''::S) ;', I " f ... :. \-'\ .. ITE Technical Committee 6A-6- Tnp Generation Rates - " Date, ' .. .:' ') '. _ -..J_ ::_':--, _ - --- - --- ---." - ' - .- -~.._---- - -- ,--- --'-.,------'--- ."'" ..- 1)J 3arton.Aschman Associates, Inc. 2627 N.E. 203rd Street (Ives Dairy Road), Suite 207 Miami, Florida 33180 (305) 935-0410 j6.-I:f P'Olect ,..ur()u'?e...i6!'""!; yJvf.) /,jL') JObNo,l--;O~ ,Jet ()L Subject \ q y~ l..A.)J .e:::::-I0~I~~y\.IfA.;r;heel_ 0' Made by I+b Oa\e l / ,$ Checked by Oale I '1 q () ~ 1/IC\!c...O 1/.':;001.- ~ f2,l6;11 ~ S w e>-r:t--\ " , ( ~(';~~, "- - ,A.V'vI. Q 0 ~ L- \) 0 ........ N J 1 l. 4-- \~6~ r 42..4- 1.,0...> & SI ~ I ". ( 1:;/& --9 \ \S) \) C) C~ l\- '\j-- _ ..sW6 Ees ;'s.cJ"t."Ol/::,/"" , ~ ~ ~~ \ ~ ~ ~ q ; 1 ~ "-4o~ t: I:>...J' \ \ <:l ~.1 (.. ) ~,p f'\I\ }, \)~l!\ ~ l1....~ ^- b l\) J lL - 13'2.~ rt'2' wyb z.cz. -1 1 1 ('7 141C)~ ~ \i) \) o~, ~ 1\1 .... " "-. ~6 \)\,,:>.--e I Lv;; 0'J C{-fl u.. ~"'\.~~ I\~ 'Q ';) '\I ....... '0 d II s'y....,--ti)~ ~ f:,~ 10 ~ "\.<) ~ <:) no () ~ ~ "" ~ 1 ~ 3{)j~ \ I t )O~ ......c . I ~ , /: .. . t_':.. , 2()5J /0 1, lD;v ~4C1.~ ~ L~ ~~~ --_._------~_._---_._._.- - ~ Barton.~schman Associates, Inc. 2627 N.E. 203rd Street (Ives Dairy Road). Suite 207 Miami, Florida 33180 (305) 935-0410 Project lA...>DGL V; /Z '(:7)-'11" f)1..-1:"J Sublectl q~ {p wi ~ }.,...))-I ;tl-Ncc.. Made by ~ Dale 'I ~ I ~ \ (Iq/qo Checked by ,WCOLr~e.\6r11 t Sw B-rrl tCL:0 6M-S~ yY1 pJ~ SI,i:" (::--,,/"" , ~ L c""" N..UJO'\ .J~ '-\j)\lJ "'- \~9.3 fi J, l ~4z.A.- r t.d'~ 30 ..J ) i ( \~I <0-- \D \)\J \ 'Z.. \ --~ I\. ~\Q ~& ~~\..f~)CfZv ~I' CJO ~ N) lII\ d 1 -, r;: CJ CV\ N\ ~ --;-fi'-,PS ~ ~ l4-8 :J? -te LCV}.,.)O t..-\~ ~ P Yl.t -.j. .",~, ~ 5'1, \j (It) ~ "- ""- ~ I~ZS i 1 l r' 1 \ & V - V- Vv '6 '17...- J l lit- ( l4-10~ I ~ ~ 1-, ~ 4- ---"I tv'. \.\)~ ::;J - --....: \J S <.; (r ,[\-1<6" Job No. 1 .. OS eel 01.. Sheel _ 01 Date I '1 '1 0 ,'-' ,..---, ,---' '"'\)! I ~1 ~ \n \D ~~t\i ~ --- ~ -..... -- ~ J. t ~ lL &t.[ 2.5-:;.-7 -s;. J :'0l'Z.O ---1 \ L--z.6 ~\qL-J :?\ J ~-g7 t l' N\ ........... ~ ~ \J ~ 0) I \II;) ~ ~ tt:::- \ I I ...... l\J ~ I ~ <.:;5' ) t ~ C ~z.4- I /1 ' 1~~3~7\~k ~ lz..l~ Cly . I "\0' P l- $'\ ': b ;; Nt /,,1$( (. ';; p fiJ.j:.~Ci IV !~ ~ ; ........ A I i L ~CI Z- t-') ......... ''V j rv ::: ~ : "-- \z.4f~' J 1 ~I r ~........ ~ \:: -.-: ''\ i~=-/(< ': \ ~~:; & ~ I ~ \lb~j~ - I t'J) ~" '\:J. ~ d. ----.. ........... ",,', '\t .... I 6J 3arton.Aschman Associates, Inc. 2627 N,E. 203rd Street (Ives Dairy Road), Suite 207 'v1iami, Florida 33180 (305) 935-0410 I Project IN eCL v, 121 b, 1'- P!.J l) /,p~':; Subject '10 &~ U>1V'D'~o-l\)b Made by M. Date-l~ Checked by ,"UN \/, C\ / SO t.. , WOOL Jl;,>e.1 G H" i l-QS Sciu)1..\ (\..U~""':."'; SlOe:) " 1\0 j (00;.) /,,-)/1..,1 o ~ \ ~ 14.39 J ~ \ .r1.O ~ \ <.\1- -'>' I 0--- oil' I " j'" \ !'/"' $,Q:; ::~.^ (...l,... ~lJ ~ J ~Z{)10 'lS 70-7 , - 1; ':::>Io~ f(0 bIN' L.J ---., ~ V N ...... d ~ \!,(~b)[z.. Q [ISJ(~) 0'5-7 [ 0 ) (x-) '!J 5 ~ :J C t::, / ~ ~.' / r: ,-, if...'C .. !_c-,~ ~(:;--V'L-- - J "- \,~'l d l<> , ,/ p'(\'\ \ Q C) ,~ td ~ ~lo40 C- Z~i 15"5 t~ 0-, ~ Q \ :'~i<-.II!;It,' "71 ollJ ~Q !;j J ~~/D' z. 5'7.~ 6(f'd ev+~ ~Y51o ~~ :Q. J <!:- 30 Iz, "%..-.(-=;t -",,/0 'I IOID '<r ~ ~ '0 f'Vl ~ \...J ~ /) d [7&](l.O) 3" ~ [2.5J (14) /9 -4- A -lq JObNo,170~ CA ot... Sheet _ of Date I q t1 () ,'\~ "",.f." '<.,/ ~ 7bC4-)[10] ! C-c ,/ 1.1, :1.. ~ .,\ " fj, - zo ~ arton.Aschman Associates, Inc. 627 N.E. 203rd Street (!ves Dairy Road), Suite 207 ~Iami, Florida 33180 (305) 935-0410 Project I...U (?{) L..;~ Q, \ (~ ;--t'"j'"" p /,0 -:; / fY-J Job NO.1 '/07, 011, {) '- Subject I, IA i5 0 I--O'$ i) \ 11 ~ ~ Sheet - of Made by ~ Date I I ~ Checked bY Oate \ t1 tt D eIc:N \/\0] J qV ' '7., Wt;(VL..'l'2;.t2.-16Yl'" i: :r:-~; ~,(lAlt;.::."1) ~ C\ .s f.:;; p; }V'?e.- jJ\) I U \',1S So)-rE:. N-O \Xj:::::' \t\ l 4-- 1;-00 ~ ~ .r- z.oB "'-16 ~ (J YV' CI "'i -~,1.. !;;v; \J) 0 \ \) \J- I \Dr-J J~ \4V'l~ \ 5;6~ \ . ~~,?f..; eN ~800 .r-.~~\ ---- p. 'VV'\. "l S s"a/[;(r:;- ---- h ~ !Nfl IIIB-'>> ? 5i- -"). q-5"90 v~ Ie' P':; tI (X) 8 - \t- d (\03> J l~---=r '- ~ 4--J \1- ~ ~4-\~4,J /'''''' "', '. ftp ,,/ A-1-Jc..4...-0 f,J'\ W ~ tv tL --= (1"18)-'7 ~4-Jc){)~ \ l.f\-1') D v- So ':.. ~ z. s\ ?G?] pM ~Q ~ .:: J l, ~ \4-.1.\ C ZO~ -m"'f)':)--L \ C\, ! fa +- t tJ H ~c.f.') p:u)ltC1' ~ () c--'\t '-i) t>J J \;. t- \0"}4-- fYv\" :- ? .:; 1 "'If"' 1174---'7 \ 4-l\~ \ t &, 1- 0--"':> o 0 C) -:).. _..--------.,----~--------- --,.----"-. ~ A -l..l Barton-Aschman Associates, Inc. 2627 N.E. 203rcl Street (Ives Dairy Road), Suite 207 Miami, Florida 33180 (305) 935-0410 PrOjectWOx...e., i2.. 'of- ,Ai' Pt,I D) JJ(. :) Subject 01 & 0 LDI'\JD I ~ QlV",7 Made by ~ . Date I / $ Checked by ~ l/Ict/cto ' Job No.\)D~, :: ,-. ,~L Sheet _ of Dale I Cr '1 0 ~. VV&(/L- 'h iC IG H-r d :r - 'i '5' DC~!",""I c.: ,'1S,j l,'~. ~G) ~ yJ,..-t (j Ct'''d- ~) P01 ~~ }.:;';'/ON ~s "-'iJlol'> ~ 3:1b E:- \l"'l..o L 2~4- &-- 8bb v(!; ~5'I-Y q1-1 ---r ~ ( ~ ~ ,"oj ~ V) ....... 5' ~S -..1' I z.. 'ZJ~ --:/' ~ (' I .~ \ ~ ~ Q'5' )..JD Ie. f. ~s l-JO/o-e~ t\ ~T~! );.t..17) Ci'/U ~/ScJ;... /a, D i-f ,c. c...... \2.~.:+J t:' ~ 5"10 c. c r..:::- I 0 Ie ~ 2.0 Ie / / / Z~v l \ O/~J , ~ ") I ojo--7 t"-.'<l l.olo~ ~~ ~ '0 \J ....... z ()tJl 1 5/,", ---7 ".n v ~ "," ", ....... A\'I^ lMl . , . , l. <'S- ~ C. 7) D 4-"") ~ ~ ~ ."--.." ,~ ....... LJ ~ I"::' U ) [4bJ ' l & ] (")).51 -" [ll..J(\)I?~ [ZSJ(14)ZS-Y G: ;-: ((~ -\ &:. ~ L:' -' \. - .J ~ ~ .; "" I~, , !'.'~I ,'/ EJ Barton-Aschman Associates, Inc. 2627 N.E. 203rd Street (Ives Dairy Road), Suite 207 Miami, Florida 33180 (305) 935-0410 il\.~,- PrOject u)OOL'hI2./Grt 7" y:;~ ,,} / (l-:fJ JOb NO! 7 () ~ CC; C L I UIL;>C::, ;' /.}f 'r./ ---'j S Subject ~ <-U'V'../. 1'(_"" Sheel_ of Made by ~ Dale \ / & Checked by Dale I t1 G D ~ \1'c...1 QO . , 3, )..;1)'tX..ll;) Ie. \6- H -r c .r - q S UD'e 1l-\ (t 1'61 ) A-vvl \~;~ 1\\lI..)......~ ~l-r.f- 'T' , , yO Vl-'J INr3 /V! 0 ~ P't.- .; "7 ~ e- ,OC} ~ L.j'. I~ e:; L ZS4- ~ 80G {Z...1' ;:q/ q 4 ~ -:;:;. -1' -/' ~ ( - tr\~ ~~ qs ~ loF-F t.-~[~'YJ C 4 J (p-f'-t~ [~j It ~ ~0 U -J-?. Ct ~ 0 -9 ~ ~ ~ '" l.d AAv1:/ I L "'I';' J ~ II Z-<P ; ~ ~ \] ~ '\J G "-J '"' :},j6 =-61- -/-1 I '~ ( " ~ J I I ' :]0-/ \ " "D \j..~ tv')"'= tt \-1J!() fF ~p.) ';-/1 'n\}( ED L..~\.) D \.A <;. ( Te-'\ t''J ~ 10 [15J C 4-ct 1 (, ~ ~ LiqJ 0-r ~ "- IV) ~ t2 '--.J \l--I1J.<- pM e..10 'vi f) 1\.J (. (:; D ~ ~J ') '.11:' (.. ,7L Z s-4- ~9'1 10j-~ S -:}0 ..-P I f~ o 0 '. '0 iZZi---7 ~, A-7..3 Project \A.)O()l-6~ "'_-' ,.,~ '()t,) f)(~(.,j) JObNOnOJ ot.i c'Z.- Subject \ ~ ~ b Jarton-Aschman Associates, Inc. !627 N.E. 203rd Street (Ives Dairy Road), Suite 207 v1iami, Florida 33180 (305) 935-0410 Made by A6 e,e-J. Gc I\J -;:;.) 1"\ (J').:) ~ Sheet _ 01 Date \ / B Checked by Date 1 t; tj 0 I l / \. 0.....) q, 0 4-. WOO<....bi2..i(,.H"'7'" t '::,l::...~.l~~-r l C1.. S-- (.., A----M T Q ~ I \j-. l<...3 .......1 ........ ~ '>- iV~ J ~ L 8( J z.~~~ I S.s~ rJ'v'\1 L If.o ~ 4 ()~ c- ~o N... (>. \;\ -L-I~l '. ~ C-- ~ ...... '\) "" J 1 l;, 6-- 14D ~ 1-;'\ wI?; ~ 1 r ~ ~ \S) ~ ~ \l .sc, D \ ~\21t;l.,1 J1CN r~;I~ p&, ,~ ;Vi j)1\o1, d 1-1.:::;' -1 c::: 1- Cl -.-.:;. J , 11'( ~. ~~ o ~....... 2q.)~ 5c... /l~\~ - ~ - J ~C:::> J ~ I r::- ". \? ~ I ?/Z,J l / 1-......;;:;J \~~ (' \.D '\f) -:j ,--. lro ~ ....... i ...., 00- i01lJC- 0 It.o::~ C', ,\,'~J.h::'" \ c... ~ ~Q ~ \00/.-) , I IC.ll~ ~;~'I :20..'" l I:) -;' ~1':;))2. J I!/~ ~ c-,\) ~~. '6.:.j) C"'N "l"'V llJ L <::,PUT i:= ,':-ij'F) < ?blo ~ " Z- b/~ c EJ Barton-Aschman Associates, Inc. 2627 N.E. 203rd Street (Ives Dairy Road), Suite 207 Miami, Florida 33180 (305) 935-<)410 Project WOQc:.,,1elGJ.-IT pt-tlJ/ tCD , , Subject I'q 8' b Ccrtv D I "11 0"'1U c;. P.4adeby fit!, Dale~ Checked by ~\.SIZ\) \I\~/~ 0 A-2.4 Job No 170') DC; D 2.. Sheet _ of Date lq '10 4-, WOQt, ~ e lG t-1-r E <Se:x\c e,f<;'., w~ ~~, "-~o--- i 1 ~ f-I,YV\ '\..- \ (0 ~ S'1CJ r +0 &,~ -1 z., 7- '"b ---7 11B J.. ~ '-. '!JD IL Il--~ Z~ 0-'7 1+ ~ A r' I j ~ \\.) ,t\ ~ ~1 ~ '\I_N Sc.. <.:-- B ~ tc, -,:>Y\1 \i)o.... L.. I~t ~~~ ~ 7 z..S fv "" J i L,,> f I~I ~ I tj 5'" -1 I i -r 5'"0:7 - ~ N... ~ 2.1,"1- - '\i.. . tot'\ '\j -J. l'-) '\i " \ Cv; G VI<; I r.)'v\ S L -'" - .~ , 'A. V\JJ,..J ~'\-1~C,;_a L.-Y\-1-.:lo LA s ~ 1"'~, I (-J$ IQ -!I) J.. \OS z.. ~~ 5~ 14-~ 1S"-:J. ~I~ it.'T pC I Ctf b \0 ~~ '\} ~ IJ'I "- Vvl t ~ l-)}'\'T,}C (''j) \1- () ~I\J IS" ~ 407- "'-/\,J - -,.I) , l7 J l7 r -:}.o L.. r\-1V D \/' S E... J L I ~ 60.3 '1 1" I z. Z. I --.J Z'5 4-- ->7 I 5 J}-~ f\J ~~ 1t>5 I ~1 """N Z 4 ?--~_ .... ~ - 5(!.... <=-- Z f- /' l \X:) 1\.1 '...",.J 8 :, [> Barton.Aschman Associates, Inc. 2627 N.E. 203rd Street (Ives Dairy Road), Suite 207 Miami, Florida 33180 (305) 935-0410 /J -2 <5 Project WeoL bi2 I C:. t-i1 'Pt-I 0/.9(. C Job NO,' "")0") Vel Dc Subject l ~ g t::, c.c.."I\.1D '11 c..Jl'-.l ~ SlIeet of -r Made by A6 ' Date I I tfI Checl<edby Date I Cf1G) Z. '.:t:1Jl ';;6:(J J I, ct / ~ 0 . ~ s: WOVL-~rel6.r1-r t. c..-cNCr-R-t..SS 6~ % l.,) 1\ '1'...1 ~qab J ;1 Y\..-l ~ N- ~ ~ ~ t') ) L ~ k..- 3 to z... .~ Z/ .r- 3 so t.ve. ~ N fl..) 1..,....... ~~ J ~~ ~ 2>\3 ~ 10 r ~q-:t w6 ~_1 11 r- \i\~- ~ ~~ ~4,J ~ z., --=;:1 g"-=t- ~rJ ~I\.I'- ~ ~ \) /'1.,.f'l'\ z.:;;- - , ---:. (! ,i')")(;, co NG. \) \'?I""e ( bI.A neW - fle~/~/ sJ.,.. c?}fl eL c. ~'O ~" 'C- 6 /0 ~ Llolo L:J "- \y C 5' 76 ~ r 510 r (' ~\o ~'\'O /Q-tJ ~~ !:? 1c- lS/o ~ r 510 n '~7o T f!-- 115 ~-l'~;~' ," ",' <~ ,);>'-,-c r---..li(;~l/Vt, ,."",,' " " I '~~', -<-."., - In ~.l: ,', ' ' ~,~t~,,~, r,'r:",~\c2.. ~~l '" ': ~ ,i(; \. '0) ...;'~, \" :r:~:()2 0 j] r (1 ~ , ~ i "- ~ '--./ , (I ("oJ l~ ~ 0 fZ -; l~/,Y'IC/' . 'J) (;r-ri~~ '(,)', '.; -; '/ Ie /v) If, AY'v\ ~ 1~ j ~ I ~ \'1 (I )[qJ ~l C-)}(I)[~l I r If'') \1 .~ "-./ r----. \:j--' LJ ---_.~_._.._~--,-~----_.~~..__.._----_.._---~.~._---_.. . A -2(0 Job No I '103 0 q 0 z.. proJect J..)!.)uLP7Q)(,f-I"l pv.ol :9[,1) , subje<:t !C\~~ 11--1 t.. to \.1k't0C€'flIIr N-r Made by AG, Date l/? C1\e<:kedby J2I3Y 1:;eJ) l' C, ~ 0 ~ Sheet _ 01 !arton.Aschman Associates, Inc. 2627 N.E. 203rd Street (!ves Dairy Road), Suite 207 Miami, Rorlda 33180 (305) 935-0410 [)ate r ~. WO"Ot...{'Jye" $, Y""'- t C-ONc..~(. $ \A..i(q WlllJ",t; -pM <::. )1'~ --r: ~ N.8;..Jl l.,[)\l-- /C..- ; \ -z., "v cr- z.l J 1~ . r "?'l-0 . IN~ 17? ~~.J ~t r (p Z- --? \i\l\J\r, ~--::., t$ "\) l")- I).. tJ ~\-f~' "--V> (,~ S \JE. ....'(ll d ", 1<\""'\ - ..J ~ ~ t: ~' Jj,~ ~ 'lqo <- \~ ( ~~O "or !Z-v w}1., jJ z 1- -7' l --:;., 11i ~~~ "") v. ~ - ~tJ (0....:0 I': '" f'- \,......J '0 - " ~ '" ~ ~ ~ G.l1~1 r ro [l.-S] )2'P ~ 11 l G? ) r If-Lv"} f.V ~ ~ \Nfl r 52 r--"' ~ \J Co"1\.(,. \ ~ ~,:-, ~/~\ \ :L': I ' .' _~. c ~,)/.-.-- \...>1';> r \.D f\ CoN(;, \D L-1 -ro~<- tt1~" llG-l ?~ :N! ~ fo..J }...H"J('NC4.M f J..1f , ' . .~ . '! ""', , " f1-. r r1.. L \,~ ct V ~~ V) ,_ I 6- Z. I J 1 ~ r ?;;:;C[ N () ~ '?\'? ~ tn I\.l G-- 10 1n~ cd j, L7 ( ~qq 'T" 1..-;;' iD ~ J ') ,\ r~ 'L+ ~7 Cl ~ "\\ I ~ toll ""' '- '<f' 'J- . eO l4.t c,4~ & 7- -7- c---; ~ ":" III ~ro.J""- \ \\J :'J ':) !'( ('., (rrrc I.. U '>-~' _.___.e___ "_.~-"-_._----- -- ----------