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Home My WebLink AboutSA-99-155 3+• • • • '0 taMs PARKING LOT REIITOH • HW.YSIS AND ROIJTE CESK"JN ' RI\11OIW.IETHOO PERICCSWIlOI SCCTION 4.3.3 - • • • FIGURE 4 • • • ..... .. ..... " ..... " ..... os • '" ... .. , ... ... , .... ... .. .... ... • , , ... '" ... -LU • '''' • • . ... .. -... .. - . ,. • • , • ·ee'"".,,,,,,,., tsiSFOR&'CGJIl aat tAl Q' Al'QR 12""' ...... .. ""' ...... .. _OWl. 151 -.., "" "" -""" ..., .... • .;;: • , • • , • • • • ••• • ••• • ••• • • • ••• , ••• ••• • 1.' 1.' • ••• ••• .. • • U ••• ••• u ••• ••• .. • •• ••• .. • •• ••• .. • •• ••• .. .., ••• .. • •• ••• n ••• n • • CPS OIL MAi'BR SBPUATOR ~.Da PApl! -0 LOT 38 " " n " .. U I." .. n 1 .U n • 1 .1& 'M • 1 .U 114 , 1.10 . .. • ... • m • .... • u • • • .n • . .. • • • '.n •• U •• po '.U '.24 . ... •. at '.21 .... •. U •• OS .... '.U •. ll .... '.H '.2' .... 0.21 0 .23 •• 00 '.21 .... '.22 .... , .. - •• • • • • " , 7.00 8.00 -~ 5.00 -.. -lUI 6 ;: ~3.00 ~ z 02.00 u ~ o 1.00 0.00 . \ o . • • \ \ • • • . '---- 5 CUrrent PARKING lOT 3B OIL WATER SEPARATOR -. 10 STORM T1ME(HOURSJ • ·c . " . 15 20 -. OIlINfUlW!l'l'Ul100)--moum.ow(Pl'M)---STO/WBY-9ASS--FlOWINTOOlWUNIT • • Page 1 • • • • 4 . 3.5 3 2.5 2 1.5 1 0.5 o • • • , , • • .-• • - EIHO COUNTY, WASHINGTON. SUaPACE WATEll DESIOH MANUAL NO.8-CAICH • • • • • 11 _0 • e: . "I , • • • , . (Co"tIIlJlcf) DO,' • a... .......... .... c::...' ... • • • " -u , n.tIlIId"".. 0 • ' . n • • , • • • • • C __ no, 9 Ia •• ' C .. • c..wfl " ......... -ri_ c _. ..., ........... , I' " t $. ,.; ,,,, .. .....:'F ..... -t-F..;.,::,. ... ' Ow ........ ,." "SSM •• , • Id ... '''1/ .............. . :::, __ '" Fo". 10 I " It. ' .... ' 'GMIOIo .'" tNll,a $ •• ..., .. aa.a.... e 'c ..., ... 7/1 """ n.IIIMd ...... _ .. ,' "10- .... aII. .... 1Y'IIaL c:::.tI .... _.... t I' ............. i J .... ''1_'' _ 0 , , d .... - a,.. '""" .... ' ..... ~ ._., .... cn. .... ., ........ 't1 , • • • • • ~ 'o..':iJ , I I I. XING COUNTY. WASHINGTON. SUaFACB WATI!Jl DBSION MANUAL p' C d , G tid $ I I • , • a ' , _.-r I; $ t &lee..en Q •• -II ' ,. So .. Yl; '. I P 7 , • I I o , __ "os II. 7 , I TIWl til dIbdI .. .". ~ 01 ~ ~<p. t 9 7'. _ .... 1,., GU' t.Itft. o.d.~."; e: ........ , id CIdin .... -*I_ fhb __ : • ___ ta.a.. .0 ). DD:'::~'~~~'~'.~.o-...... · ••• t .... .... s c .of'-t _ .... 3/4 b:II,...a.tI ... .,.. ...... .. $I , " .. T .............. aeq • "'-."...,.. ... lj • .,. ......... ~ ....... m WII "'"*'cI---~ ,.....II1II.-.; ...... '-.... '" ; 1 .. ___ ~~ ... bIW ............. Q 7 ....... tl2~ ..... bIQIIf .... I fDot."joIrW:eI~k ,.. I ,.. til ..,. • It iICII.... , .-.... _ .... va " ............. -.. ,~ .... : .. =.:.:;:..~.:~ ..... 2 ........ " = '" _, ' , 1UCfI_1IIIInI ....... ItldC sa. Nw 5 Nt 75 eNo,' $ ot ___ tf2 adII b:Il JI'I' ......... bM1rI - :.." ,0, 1 I ..... ' " HD ....... ~1 "., .. ..... -*'Ia.... '. :"~""t·!$_·''''"·'·'··~-'' ... ..... ..,. 1,.', •• S \. . ' , .. :'::':':' :,~' _., •• , .' .... "111 d .... -de. ....... , 'Ada.' r,. ilL Nh-:? r :1' cr. p ••• ~ tt NCiI; '''pel,."", ... an-- • • . . •• • • • .. XI KG COUNTY. WASHINGTON. SUR.PA.CE WATEJl D£4UOH ~AKUAL NO. 10-CI?WEYAHCESYSIEHS (Pip II .IMIch, ) '" C e - , . 1:1, r , r s .... " o 7~ 1 , .ICit '"' $ 4 liD I lOT. gall 'P;n f'IcIdI ...... CUI: at .... ,. '1011 . ' " I 'h • c« ... ' 5 ... ,. Jre_ t 7 ' lIiI: .... IDIIM; s 7 "' ...... at I SI 20"5 "e S ... $ __ • __ ... ..... , : .. """'" '1'1 C,"'stil~_" _ ' , .... .-ID'IO 1 ' c._ ...... pIpe. ""., ..... 7 .. __ 5 __ &lIP "' ___ :ID'L r ........ detIrtI 1 I __ ..... ~I.aoo.. ....at .... .., $; :"'",' , I II, 7 , ..... 1111..... 7 .... 7' ~=~.'-"""" ~i : $ t." , • '\Ie ...... , $' 7 1Jlllft rd GItIIM ' , ....... ' \\J; 9 , ... i ' _ .... _, •• _ • .: WIIIr .... ...,=..::#o;:.:~" , ... . _ .. "".9 ., .. '?'Dc ..... ' d .... ' on ' .. ==pa .... , __ ....... ....... ~ &M"CIII:tI, , .. • 5." .. S A·t1 ............ , .... , "".' ___ III 1 '; 7 1 :I. s.~s ........ $ .No.I ." .' "" • • . . 1::1MO COV"l'Y, 1fASb.rKOTO~ $U"P'ACS WATBIl DBStON llANUAL • . r' 9 c 5 . " ' p • , . • ...., ... --- ~ .... t o , • • Ctx ... r..t"= $ $ M '? t ' ... _ .. m'J. ... 7 2 f '_ ...... ? .. ~,. /l!IIfp .. ,9 .,.._ r. ., 5 , , .....p: I ,."" ......... ........ -. :~::r:·=e=;:;~:~:::o· .. e ••• pp .. n'M • .......... '" . O_*-1 ".,...., .. -. ............ '$ '/lIM_ e .... M .", fill , !,'<IO"" ..... • • ..................... -T_ .............. flUft ..... "or'? .......... ___ ...... ....,'. II ., ..... . ~7 t . 1IICI1 ..... ' , ...... • . - • A·12 T_ ........ ,...,. ... j i $ \ 5$ 1~ '.., .... 7 ' - • • • . • JIlO .,;' :D' . ., .. q~ -155 (y) TECHNICAL MEMORANDUM Date: To: From: October 26. 1999 Lee Hato City of Renton JeH Haynie. P.E. Enllanoo SubJect: Boeing Lot 39 -Renton Traffic Impact AnaJy&b Entrancn Profect No. 99165-60 This technical memorandum documonts the lrome impact analysis for the proposed Socing parldng Lot 38 in Renton. Washington. This traffic study incfOdcs the following: • An estimate of the oJ(isting number of trips to and from Boeing Lot 6 • A distribution of existing trips 10 and ftom lot 6 • A redistribution 01 lot 6 trips to and trom the proposed Lol3B • An operational anatysis at eight intorsoctions in tho project vicinity with and ¥oithout tho proposed lot 38 • A queuing analysis to determine the effect of the proposed proicct: on ~tt·tum $1ornge all"o intersections of lake Washington BtvdJGarden AvenueJPark Drive and Park AvenueJNorth 10th Street PROJECT DESCRIPTION The estimated opening dale tor tho proposed Lot 39 project is May/Juno of 2000. In general. Iho now parking lot is proposed to be IocDted in the area bounded by Park Avenue on the west, Garden Avenuo on tho cast. and North 8th Street on the south. Two existing partdng aloas,lOlS and lot 3A. and two existing buiJdmgs culTontty occ:upy the site. With \tIa construction of lol 38. tho two oxisUno buitdings wou!d be demolished except for 8 small portion 01 one which would bo retained. The construction of Lot 38 would also eliminato tho need for tho existing Boeing parking arc.1 (lot 6) bcalcd cast ot Gardon Avenue between Park Drive and North 8th Street. This area VI'OUId be left vacant Please refer to the existing and proposed site plIlns III Appendlx A . ........ uo •. o,:ot.OOC .. .,. ~ ... 1 .. "', in ., I \ Access to tho paI1dng area bounded by Parlt AvtinuG, Gardon Avenue, and North 8th Suee, (lot 3A.lot 5. and lot 38),.;u be"-,, tho followUlg rM> locatioN: • Pari< Avonue/North 10th Sb ... (r.. accoss. slgnalizod) • Pari< AVO<'OJ<ISouth Aocess Driveway (righHnlrigh'-out. Slop cootrolled) • NofIh 8th StreetJGarden Avenuo (west) (ful access, signaliZ6d) • Garu(ln AvenuoISouth Access Driveway (full nccoss, Slop controlfed) • Garden AvenuelNorth Acco:ls Driveway (fuD ~c::cftSS, SlOP controlled) The ~ ... efSeCtions of Park Avenue/North 10th Street, Garden Avonue/South Aceoss Driveway, and Garden AvenuelN'Jfth Access Driveway cummtfy pcovide 8C(:9S$ to existing I .... " 3A and 5. As of the date 01 this study: existing _ ¥ ClSS was oot availablo at the Inte~ of Park Avanue/Soulh Access Driveway and North 8th Streot/Garden Aver.ue (wasH. The following sur..manzes existing and futuro parking stad counts: Existing Parking Existing parking stalls on Lots 3A and 5 and 1.003 partOng sunounmng existing buiklings Existing parking staRs on Lot 6 3.214 Total existIng pNIclng Future Parking Existing stalls to remain (Lots 3A and 5) New parking stal1s on lot 36 Tolal future parldng Future Parking -existing Parldng 4.217 626 2.101 2.727 -1,490 As shown above, parking would be reduced by 1.490 stalls (35%) with tho conslrudion 01 Lot 3B and the vacation of lot 6. AAhough two existing buildings would be demolished and packing would be ,educed, this project WOU:d not necessarily result 10 a dcuease in Booing employ .... When existing buildings are demoftshed andror parking is reduced. a developer or owner may receive a credit lor the oxisting tratfJC associated with tho cxisting usc. However. Ii:c trame analysis outlined in this technical memorandum docs nol assume the reduction in " __ 01. _ .... ,. >:XI"_ 2 , .. ~ .1 - !i1 .::J J I18ffic that wouSd nonnalty be associated with the removal of parking and existing buildings:. Thcre!cxe. this ttaWc anaJysls should be c:oosidered conservative and represents a worst-caso scenario. METHODOLOGY Our anaJysls includes a Slucy of the traffIC operations both with and without the construc:tion of Socing Lot 38. Operations were anafyzed during the am. peak hour (peak hour between 7 :00 a.m. and 9;00 a.m.). p.m. peak hour (peak hour between -tOO p.m. and 6:00 p.m.). and nfterrY.)Qr1 peak hour (peak hour between 2:00 pm. and.4:OO p.m.). The a.m. and p.m. peak hours 81e assumed to be the hlghest hours for traffic Q'\ the adjacont roads, while tho afternoon peak hour b assumed to be the highest hour for traffIC associated wi[h B.JOing. Based on discussions with the City of Renton, &he following two scenarios were analyzed: Scenario 1: Year 2000 with Existilg lot 6 (baseline conditions) Scenario 2.: Year 2000 with Proposed lot 38 To obtain year 2000 baseline traffic volumes. 1999 existIng volumes were Incteascd using a 2 perccnt aMual growth rate. This growth rate is consistent with what has been used by tho City 01 Renton for other developments in the project vicinity. Tho City of Renton olso requested thai traffIC lrom two proposed developments in tho proiect vicinity be induded in the baseline traffIC volumes. Thcso proJedS are the Southport projed and the Stoneway Concrete planl Southport, a mixed usc offlCClretaillresidentia! develOpment. is proposed just south of Gcoe Coulon Park along Lake Washington. Access to tho Southport OeveJopment is provided by a sh.1red access Wol'" the park on Lake Washington Boulevard. The traff.c impacts o( the Southport Development are documented as part of the Southport £IS. Based on this inlormalMln, the trips associated with Southport Plan C Me induded in the year 2000 baseline traffIC volumes. Tho Southport EIS docs not ckx:ument trip generation lor the altemoon peak hour. However. 24·hour traffIC counts conducted at a similar mixed use offlCe1retall site in Kirkland showed that trip generation during the peak hour between 2:00 p.m. and 4:00 p.m. Is approximately 65 percent of the trip generation during the peak hour between 4:00 p.m. and 6 .00 p,m . Therefore. to estimate tho traffIC asSOC 'Jlcd v.;th Southport during thO afternoon peak hour, e conservative factor of 75 perccnt was applied to the Southport p.m. peak .1OUI' trip gcneratoo . The Stonaway Concreto plant is proposed to be located on the west side of Houser Way between Lake Washington Bouicvard and North 8" Stleel The !raffic analysis for tnis project is summarized in a June 18, 1999 memorandum to the City 01 Renton. Based on this analysis. the a.m., altemoon. and p .m. peak hour tops associated Wlth Stoneway are indudccHn the year 2000 baseline ImUIC vohImes. Year 2000 baseline tmHie: voiumes are summarized in Appendix 8 . 3 .. , ., Q • J ] OUr an.1lysis was based on tho opo'irations al the five access points to the propo6Od Lot 38, and at tho lo3owing three study intefSedlons: • l.aKe Washington BIvdlGarden Avunue/Park Drive (signalized) • Nor\h S" StreetIPatk Avenue (signalized) • Nonh ft" StreeVGardon A'/enuo (east) (signatiZl.>d) Intersection geometry and signal phasing was basad on existing ccnditioos. except at lako Washington BlvdJGardcn AvenueJPark Drive whefo mitigation [s proposed 85 part 01 the Southport developmenL As documented in the Southport EIS. tho proposed intersection Improvements Include adcing a second southbound Jelt·tum lane, and converting ane of the ellStbound through lanes into a socond eastbound left·twn lane. The channelizalion assumed for the lT3fflC analysis is summarizod on figures in Appendix c. . TRIP GENERATION To esrimale the number of trips associated with tho proposed Socing Lot 3B. a.m ., p.m., and afternoon counts were conduded at tho acc.css points to tho e'<isting lot 6. With the vacation 01 Lot 6 and the construr.tion of lot 3B. the estimated lrips to and from Lot 38 is assumed to be identieal to the number of trips to and from the existing lot 6. As staled earlier, this assumption shoWd be conservativo since the parking is being reduced by 3S percent and no toductions were app6ed to tho existing trips to and 'rom lot 6. Table 1 sumn.arizcs the estimated number of trips to and from Lot 36. Table 1 BoeIng lot 38 Trip GeneraUon Summary Entering Trips Exiling Trips Tolal Trips A.M. Peak Hour {highest hour between 7:00 a.m. and 9:oo ... m.} Vchide Trips 68 37 105 Al'lemoon Peak Hour (highest hour between 2:00 p.m. and 4:00 p.m.) Veh;c;Je Trips IDS S18 623 P.". Peak Hour (highest hour between 4:00 p .m. and 6:00 p.m.) Vchido Trips 2S 108 133 4 • • • ., TRIP DISTRIBl1T10N Tho distribution 01 existing trips to and from lot 6 was b&:-'ld on existing travel patterns in tho project vk::inity. To dctcnnine year 2000 traffiC volumos wi:h lot 38, the distJixrtion of existing Lot 6 trips wns first subtraC1ed from the oxistlng baseline traffic volomas. Then. oxisting lot 6 trips were redistributed to D.nd from the proposed Lot 38 access points. h should be noted that existing tratflC volumes entering and oxiting Lots 3A ilf')d 5 were assumed 10 remain constant Tho distributio.., of Lot 6 trips and LoI3S ~ are shown on figures in Appendix O. Year 2000 traffIC vdumes with let 3Bue summarized in Appendix B. ANALYSIS ASSUMPTIONS AnaJysis of intersection opffations consisted oIlcYel 01 service (lOS) calcutations. In addition, calculations IOf average and 95" percentile queue ~ were cond!JCtccf al l..aJ<e Washington BlvdJGatdcn AvcnucI'Parl< Drive and al Park Avenue.1North 10"' Street per tho request of ~o City of Renton. Intersection LOS was based on methodology outlined in the Transportation Research BoatcfS 1997 Highway Capacity Manoa/using $gna197 software fot signalized intersections and HCS softwar~ tor unsignafized intersections. lOS criteria for signalized intersections was based on tho average control deiaV for the entire intersection.. LOS criteria for u~tZcd it:llcrsections W3S based on tho average c:ontrol delay lor the worst movement, typically on ono of tho slde-sln;~1 approaches.. AY'erage and 95" parcentile-queue Icng1hs al the s~nahzed intersections Vlere b3SCd on the standard "red time-lonnula assuming a Poisson distribution (ie_. random arrivals). Tho 95" percentile queue lengths ,epresent a condition that is clCcecded onty 5 percent of the time. ANALYSIS RESULTS Tables 2. 3. and 4 summarize the results 01 the LOS analysis al the r .... a acc:ess points;o Lot 36 and at the three study Intersections during the a .m., afternoon. and p.m. peak hours. respectively. Tho detailed lOS C3loJlation sheets are induded in Appendix E. • • , . " · , .~ · '. ~ · , 5 I' • • • I " , . , " • Table 2 AM. Peak llour lovel 01 Sertfce Results SQalllto1 $c_.102 y-.... y_ .... .... "". _"">II bdlClt-.ectJon ----, a Sic,.. .... ' & Sla ...... y) $ClaP fA 7 IIcflbr.a: lk. WL BML'Garden AvoNark Dr. LOS C C -' 32.9 sa tJttetj 32.5 • D cfveh • P&rtr: A~ 10'" SInlet LOS 8 8 -,' IUu WI li.3la~ PatkA~rsnet LOS C C -3 t. 7 aeci\oeh 31.6 ......trwIh NoI'lh ft" StteeVGarden Ave. (wesz) LOS 8 8 -' 10.$MChM 10.5 Wdfetl NoI'lh r SlJeet.1GaIden AWl. (~) LOS 8 8 -IU_ 16.a socIVIfI , Stop-ConfToIItdlnkN .. ctlons: PAltt AveI'IUO"South Access Driveway -W8RT • LOS NA 8 -' 11..3MC1veh GanlonAwlSouIh __ -WBLT·Tl+RT EBLf • , LOS A A ",,",' ... -... - Gatdon Ave.INofth Access Driveway -EBlT·l)i..RT fBLT • LOS A A """" ... -... - .0., .... w ... coeoldltly. As sIlOM'I in table 2. during the am. peak hour, all 01 the intersections analyzed operale at LOS C or better with or without Boeing Lot 38, with Southport and Sioneway. II .. 'II _,0,.._....,...".,. 6 • • • Ta bJe3 AItemoon Peak Hour t.veI of SorvIco_ _. $*_102 y_ .... y--_ ..... _ ....... Inter. e ction (wIh Sou""*' fwD SOlI", •• ... .... " ... _." $JgNIb«I ",. •• c:UoM: Uc. Wa.. BNd.IGatden AvoJPatk Or. LOS 0 C ."..,. 35.1...owt. 34.3nt1?rh • Pan: A~ 1(/*'Slreel LOS c 0 ."..,. 32.1.Wi 302_ ParkA~trStreet LOS c C ."..,. 33.2 .. "-ef'I 3U_ Nor1h rr StreeUGarden Ave. (west) LOS • B """'. 9,S .. ,c.IWtI lC1.5'1 hllh North r 5treelIGatden Ave. (east) LOS C B -" 21 .4 S«NeI'I le.oacc.WI S~ntb f etktns: pan;A~AQ::es.sOmew2y -WBRT • • LOS ... B ."..,. 12.7114 • • ~crj Garden A ... lScl.ch Ai:D15S DrNeway -fBLT·mRT ESLT " LOS e c ....,. 16.3 __ 20.9 MCIYttI Gatdon AYf1JNrf1h 1M. tis Dmewry -WBlT·n .. RT EBl' " • LOS C B """. t&4loOQ\eh t1.7MCh«1 • o.a, ••• r l-c:r.o 0CIla,. As shown in table 3, during the afternoon peak hour. all 01 the intersections anaJyzed operato ailOS 0 Of better with or without Boeing Lot 38. with Southpof1 and Stoneway. .. ___ Ol._.....,.~ 7 " , . " , . Table 4 P.IL Peak Hour Level 01 Seriice Reaulta -. • ·.-102 y--y--_Loll _Lot", [uteri e : don (----• StoI ... ·w) .StonI ... ~ """ • J """, 1C'~OIl.: Ut. W&. ~Awu'Park 0:. lDS C C ....,' 34.9MC1 ..... 34.6_ 0 PattI; ~ 10"" Street lDS c C -' 2l.0MO\'th 2"'-4. ~ p ..... A~rrStreet LOS c C -' ... 7 ........ 28.6_ NoI1h 8" Slreet.!Gatden Ave. (wesi) LOS 8 8 -' to.7.sec.W, 10.5 ~ef'l .... thrr~A ..... (easl) lDS 8 8 """,' 1 .... ~ ,5.1 """'" SIopControIIed lnfet'Nctions: Part!. A~ Nx-$S DrMI.ay -WHRT . lDS NA 8 """,' 12.6 aoc./IIoh ...-AWUSouth Access Oriwwoy -WBlT·Tl+RT EDLT nr LOS A 8 ....,' i .9seo\oeh 10."~ G.Mden Aw.JNorth Access Driveway -WBLT·1K-RT EDLT • . LOS 8 • ....,' ,0.9_ 9.61OC1\o~ 'o..r •• ...CXIi .... ...,. As Shown in table <I. during the p.m. peak hour, aU of the intersections anafyzed operalo at lOS C or betler with or without Boeing lot 3B. with Southpod and Sioneway. 0v0eraJl. the results of tho lOS analysis show that tho redistrixJtion of traffic from Ihe emtillgl.oC 610 the proposed lOl3B has Ii~ or no eHed.on the operations at an of the study wersec:tions during the a.m.., afternoon, and p.m. peak hours . . ..... -..ot:._ ...... _ 8 • QUEUING ANALYSIS Por the City of Renton's request, a queuing anaJy5is was CCl' ..... .,.,ed at Che int8fGedions of I.JII<8 Washlngton BlYdJGardcn AIIOOUOIPart< DrM> and ParI< AyonuelNorth lOdt S.oo •• o de'ormIno tho cHod cltho proposed projccl en lctl·lUm lane "<><age. Based on tho existing c:hanncfi:z:at5on 81 these intersections, the existing ea~nd loft· tum pocko.cn Pan. DrM> atl.Jll<8 WasNnglon BIYd~ AYe .... Is approximately 375 foct in lor.gdL Ploposod mitigation al this intersection for the Sc!At.,cwt dovelopment would keep lhis lctl·lUm pocl<el.'37SI .. ~ and would also COOYOrt tho exm.oglhr<>t91 lone Into a second eastbound Ich-tum lane. Tho oxisting 6Ot.IttUIund lett·tum pocket on pan. A ...... at NoIth 10th SUcc.Is apprc><ma.ely l00lee.1n1engltt. TobloS summarizes tho ktfl·tum lane queuing analysis with and without Boeing 1.oI3B. TableS • Left·Tum Queuing AnalysIs Sc:erwIo 1 Sc0nari02 Year 2000 Year 2000 with Lot 6 wlll> Lo13B 95th PercenUle 95th Percentile 0U0u0 Lenglh Queue Length nmePeriod (,eel) ('eet) L:lko Washington SIvd./PlUk Orl~arden AW!tJue &slbound Len·Tum (AWJiI.tJ/e Stomge = 375 feel) A.M. Peak Hour 300 300 Afternoon Peak Hour :25 225 P.M. Poak Hour 27S 275 Pri AvenuclNorlJr 10th SlrHt Southbound Left·Tum (AQUilINe StOl7Jgtt = 100 feef) A.M . Peak Hour 2S 50 Afternoon Peak Hour 25 100 P.M. Peak Hour 25 2S As shown in tabCo 5. IlOIlO 01 the caJo..dated 95th pcrcentie queue tengths exceed tho avaiIabIo $lorage with or without the poposed Boeing lOl3B pro;oct. Detailed queue calculation sheets aro included in Appendix F. 9 . . , " , , . • ~--~--------------------~--------~~------~~~~~----~~--------~'~5------~~i~ .. JI . ~ ~ "] : . 1i oP , - •• • "--, • I • " " • I • I • / • • • • • , I , , I ; , , I I • , , , I • • • EXISTING SITE PLAN L L I • - --------============jlll -= = = ""'" --- - . , ',- . - --- -, ~:"tk_ ... t 3«;-'·.. - = -, < , I . I = '. , ·i·;;I 'I "':7 < z ~ ..J c.. UJ I--en o UJ CJ) o c.. o a: c.. -,- " , ~ " , .. • • • , . • • , ., , ' " '_' __ ' __ "~":.:_'£~"' ___ >b."_.'·,,":, __ ;"::::"'_-_._~~. • • APPENDIX 8 Year 2000 Total Traffic Volumes With and Without Lot 38 --_ .. ,_. _._ ....... -.•. .-.. ...,,---------- ( - • . • " .. .. I • • PROJECT EY'f 'Ny. t-cr ... CALCULAT10NS FOR 2000 ytlWue:~ -AM PEA'" HOtA.~ ' .... DEBy AyW DATE IC/IClt91 CHECKEOBV XX-1.r£O 'IO\.UJ.A£S Wtnt SO~'oftT, ~LlaN}I."1 Ia<IO L-OT c... {~:"1..1)(0 'JOW fo4E~ ""'I'lli 5ovnlf'Ol[T, C;"llnleWAY, AtJO I,.....CT 3& •. ,.1!.j ,: . ( ";;::!t "" .5tiEETNO. OF , JOB NO • .L-.1.1..Lk5:..k.e.. • a a ."'TIII-.NCO PROJECT _=::: CALCULAnONS FOR IlADEBY IIwI 'f:1..2IJOO vOUJt.Aes Wm-I Sovn-t'of:j ~»t.WAY, ~o L.ctr 10 6ol).=:t.a)O V CUI MI?;S y.h rH <6ou niP ()itt, L.Jl».,I&W"'/ Jrrt-ID "Of ~B • '" 110 "'51 t..o r.,) ------ •• '.(., ....• , .'~'4.\. ',_ ," " SHEET NO. ( OF I JOB NO • .L.-.!i1..Lk..!i.-..1>.!?. • a I <lJ § ~ 5 '" !:l .'. .WT"AMCO PROJECT "'" CALCULAnONS IAADEBY ~ c 2rro ~OL»,.a.t:.~ VOIn'U '5OIJOlPD,a:r, ~t.""AYJ "'NO L.QT" " f:IOr,") C" 1.0l0 "t\..U""~S 'f,I'<fH 9~POlU, S~A", MJO \,..Of 56 , (r) " (II) to (4.» ~., !LO'-~!;l (",,)2 "'" 4 'l. 0( ... ) ----- (1'1) (1)(0) (II) t..O l'l.) D 0 0 ~'" ,,(,,).J + { I) " t,.. (t.")~'l -~ .. 0 U'- l,)' .. l\1{n .. ) , o 0 SHEET NG, -L OF I JO~ No,l..·!l.~L L1t..!i.·..iui. N , ' • • , ' , , , , . . ' • • • ", " , ';. ., , , , , ~f?t:Jt " -. ... r -. I , ' , ~ I :!. .. " 0 , , .. ' ..... • " J .. ] .. .' • , J j , ., I ! ,J ] , I i ] i I , , , ] , , , , t ' , I ., " j J , ! J , I I 1 , -' J ] 1 ] APPENDIXC ] Channelization I J With and Without Lot 38 I ] , I ._-.--..• --.. ---....... -.. ~ ... . -' _ ... ----- L ~ , , • , L .. .. • ...... "" ... c. PROJeCT e." CAl CULATlOHS FOR ua,oE BY c.,~ , DATE tN l.-oDO ..."om aoEl~ tor '" C "''''NIoolG.'-1 'z,#\TION-NeTWDf2,. ..... 38 ; '" " CHECKmOY (WITH SOuTHPnP"T PI..,Ao.j A Mln6~nON) • • • SHeer NO. I OF I JOB NO • .L:.11.L .~£ .. .'-a. - , ., .. tN z.ooo '"' ,om Bo E\ .... ~ Lar 3 B C ~ANj.J'"''-I"Z: .... TION-Ne."WDP-k:. ( wITH 'SOUTl4'Q;a.T PL.A.t.J A Min (:,,,,..10"') t.. ------ 'tV' • . . SHEET HO. J OF I JOB HO·.L:~1..L .~ fi.-.fe.a. DATE • ; ."I ' .~ , • • • . .' ~ • J " . ," ' • • .. ~ .......... c. • a PROJECT =iJill<..J,j """" MADE BY ----- 1 1\ t..2- . , '. \"" ... ,,1 _ • ~'" '!o I ~ .J + . , .' SlfEETHO. I OF L .JOB NO.L·.1.'l.L.«.~-.i.e. N •• ..~ '. ~ ....... c •. PROJECT =:-:: CALCl!!.A11OIiS FOR M*DEBY Avv/ • 2 7 t --- 11..00,,1 .. +-1b ". .J + ,. • 1 3 , ..... ... .. I CIS I,J C;lfJ C:"'_ "z.1 ... ;o-rt-\. .. ~ .. '\...~o -4-'~ .. I t~ • , ' .. ~3 • • o.-~ ...... __ NCO PROJECT MADEBV tJ 1(' § '" ~ I B I L.oT ~l!> I 2 1--.---- r' ~ , , -.. ., .., 0 ( 0..0,..,,1 .. l' , .,1+ ,. ) .. SHEETHO. I OF I .lOB HO • .L-..i~Ll!.!i..-.R;e , N 2.') ,. 10'(; ovr -I ~'~ .,.W1" t. ILD,-o"l • , ~, t~ . .. . '. ". - :-( .' ~ .... y ....... c. ," ,.,,~ .. PAOJECTQNt, . -../ 2 z t..7 -. . . I ------ lr t.. , , . ) SHEET NO. I OF .,., JOB NO·.L-.1.1..Lk.!L'..te.: - B • a ~ , ~C9 ."TII.ANCO PROJECT =",,x CALCULATIONS FOR MADE BY twill 2 , .. t.,,,,, tr " ... !LO" ~j!;1 ,0<" ,.J SIt. oVf" .. G.1 ~ _TAt.. SHEET NO. / Of' I JOB NO.l:!i'.L L.lUi: .. M .. N ~ -----Sl t 1LDf"3 .... bw ..... 'L. • 'L ~ ..... :J. 4-:...i ____ r.;~"...,..._\ tl" 1r>-. .. t.. ,1 .J ... , .. • ~ ."Ta ..... c:. PROJECT ='" CALCULATIONS fOR Ua.DEBY AI/W ... o"'so t..11 ILoT "~I Z~ ,N IUS avr ----1,.-.,,- t.. 4 ,.- 3. " " .... " -:=:~(..... . . 'SHEET..a. IOF I 9 JOB NO. l.-.!l.1-Ll.!.!L.-:ke.. • ~~:±!ill:::::;:::::= 9 .'> '. N & B I B D L------.J __ ----L: !....--_--L ___ --L-~____l D . , • . ' , , , <. • • , . , " " , -~ ... ; , '. .. - • .. • . , " , -' .. I • " .. • • a • • 0 J .. ] '. ] -'., , - ] -.. oJ • , -, .J • , ! -I' • . ., .J I , 1 I ... I J I J APPENOIXE ! 1 Level of Service -! Calculation Sheets • ] 1 ' ~;. -, -I , -. ';. I - • --.-~--, .... -. ----., .. .....:r;.~ L -.J " • • • , 0, , - L " , " • ao.iD(l Park. ng Lot 3. r4Jre Maaldagtou BbdJ~.n Ay.au,./Puk Dd .. MIN lkwprkOO.tor (l) 2000 AM •• ak Jlour ., loot , ... 12.D 1 -------------I ••••••••••••••••••• 500 2'.0 2 ------------------- I 201 2'.0 2 -- -------------------, 0.0 0 \ -------------------- D D.D D I 2.6 241.0 2 \ • \ 1 n.o 1 \ 131 12.0 1 ---------------------lOU 2&.0 2 -------------------I ••••••••••••••••••• f I -------.. ----- D .. pu.ugl D.D 36.0 D 1 • , . '. , , • 10/U", 15"!hS& VOXomq' n ,. I "xmu " "'V, • T 010_ f RQtJDK'7 13 . ......, •••• 0\IDLl' TT'J'T LZAm.AO LC LD I • aoehg PlU'ldag loot lB Lake .,.hlagton BIYd/C&rd.a AYeaua/Park Driyw xnt. n.wprkQO.for (ll 2000 AX Peak Hour v, Lot i lO/it'" rn 1SIU,,, Ia 8IGRALJ7/TEA»AC(Var 1.00) -capacity ADalyal.~' 'ry xataraectioB ~T.r.g •• 1 o.yx •• of B~tur&tioD (y/c, O.1Z V~cl. Delay 32.' -------------------------------------------------Bq 73 I I I La/ •• _____ ._e __________________________________ . _____ _ • T 0I0rth I ,. • • • + + ..... <+ " , , , • , +.+. " + + <+ • ••• * +.+.~ ..... v .-+:. •••• v • .+.+ < •••• _______ e _____ • __________________________ • _______ _ o/e_o.o" G_ '.0· Y.a. '.0· OrT-O. 01!r. o/e_O.1S1 a. 11.1* y+a_ f..0· OFF_IO.O" O/C.O.231 a. 27.7· Y+a-5.0· Orr_21.'1I. o/e_D.foOl c;:_ (8.2- Y.H_ 5.0· OFr.S5.7% _. _____ e ______________ • ________ • ___ • ______ • _____ _ __ • ____ e ___________ •• _. ____ • ____ ••• ___________________________________________ _ I Lan. IWidth/1 Ole I Servico Aaeel Adj I Group Lane. JI.qd U .. d (lC (vpb) aa VOIWM I "OK I L 1'0% Maxi vic Delay S Queue ------------------------------------------------------------------------------. S8 Approach 36.7 D' ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• I ,... LT I 11/1 10.3U 1°·4.15 I 24/2 0.271 0.1$1 HB Approacb 50~ I 0" 50' 'l< 1°.506 I 288 0.550 26.6 I e+1 329 ftl 48.4 -D 205 ft 51.8 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• I ItT LT I 36/3 10.244 1°.067 I 12/1 0.217 0 .067 ~ I 110 I 78 o. 10.278 I Z 0.019 53 •• I'D I 5Z.4 D 19 ftl 2S ft ------------------------------------------------------------------------------- WB Approacb 30.3 e ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• I RT TB I lZ/l 10 •617 10 •69• I 1055 I 1099 I , •• 10 •859 I Z4./Z o.ns 0.40Z 1137 un 1207 0.8U ZO.9 I e+1 .87 ftl 37.7 -0. 609 ft ----~-------------------------------------------------------------------------- ED Approach 35.0 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• I TR·1tT1 24/Z 10.265 1°.674 I 2377 I 2402 I LT 24/2 0.311 0.Z31 1 800 245 10.102 I 595 0.7'" 0.9 I A I 6' ftl '6.6 -D 38. ft ------------------------------------------------------------------------------- -.--~-• o o • 8 - o o I " ; • ao.1Dg ,arkher Lot 3. 14k. Na.bJQ9toD alYd/O&%dea Avenue/Park Driv. NTH lkwprkOO.for (53) 2000 ~t.rnoon •• ~ Hour wI Lot , 3 .. 12.0 1 -------------I ••••••••••••••••••• 213 24.0 2 ------------------- I ,., 2'.0 2 -- -------------------J 0.0 0 \ --------------------I , • ••• • I ., . 2'.0 2 \ • \ 1 12.0 1 \ -- • ••• • I --------------------3'5 12.0 1 5.4 2'.0 2 -------------------o 0.0 0 ••••••••••••••••••• I ." 36.0 l ------------- 10/1I1J, 15 •• 7,01 VOWUS -_.> I klMB_ v UV! • T IIorU. I 1fEQU". , 13 t '.'"1 s,.c; Nall. YTYY La "" , I • • aoeiDa 'uki ng Lo~ Ja " '. ,-.. ':.' t ••• W •• htDQtOD. 1l1."s/~.D .... ....aU.,.ult Driv. {' v ~ ~tOO.fQr tel) 2000 Af~.raoon P-ak Hour w/ Loe , 10/U/U 0 15,47,00 W ',,, , XD~ar.eeeloa A .. r&g •• ~ ~.;1 •• of Saturatioa (v/c) 0.71 Vehicl. Del~ 35.1 ~Y.l of SarTie. D+ -----------------------------p------------------. Sq 73 I .ha.. 1 I ~ha •• 2 I Pha~. 3 I 'ba..' I ~/~· ------------------------------------------------- • T IIorth I I • • • • • • ...... + c. • '> .... • c. c. • • '> • • C/C.O.110 C-20.'· T+Jl. '.0· OFF_ 0.0% • •••• •• ++» ._.> + ••• ++ ... v T C/c_O.23S I O/e.O.lS0 I O/C_O.2,S C-28.2-c_ 18.0· G-35.4- Y+R-'.0-y+a_ 5.0· Y+R-5.0· Orr.20.1% Orr-'7.1% orr.".J~ Cal02.0 •• c • 8S.0% Y.18.0 aec • 15.0% Pad_ 0.0 aoc. 0.0% ------------------------.------------------------------------------------------~ I ~p Iw~:!~1 Reqdg/CU•ed I !C~!::l a:~·lvo~1 vic 1 U:~y 1 ~ 19:.:"1 ------------------------------------------------------------------------------- 41.3 D+ .. -.. ---.. --.•.....•...•..................•.......•. ~ .............•••....•••.•• I I 1>/1 10 •388 1°··18 I 2,,2 0.319 0.235 51~ 1 6,. I III ... 10.6U I 65' 0.195 30.6 I C I .35 ttl .8.6 -D 41'7 ft ------------------------------------------------------------------------------- 50.9 D --............................................................................ . I RT LT I 36/3 10.:Z11 1°.1 '70 I 1.2/1 0.236 0.1'70 ~ I 715 I 281 527 10.'729 I 1 0.003 51.0 I-D I 243 ttl 41.' I D+ :Z5 ft ------------------------------------------------------------------------------- WB Approach 29.1 C ............................................................................... I I 12/1 1°.'.3 1°.'775 I 1151 I 1170 I 24/2 0.355 0.295 472 996 ". 10 •520 I 837 0.840 5.5 I A I 238 ftl 46.2 -0 512 tt ------------------------------------------------------------------------------- Ell Approach 30.7 C ......... ~ •.........•....••.•••••••••.. -......••..•••••••.•••...•.....••...•••. I I TO+RTI 24/2 10.406 10.48'7 I 1568 I 1'740 I 1172 10 •674 I L'l' 2C/Z 0.118 0.150 1 4" 349 0.671 24.5 I C+I SOl ttl 51.6 "0 249 ft 1 , , • . . ' o • , :..J m '-' '" J J j § Q ao.loq ParkiDg Lot 18 l.k. W •• hiDgton BIYd/oard.a Aveuu./P.zk Dri •• MTM lkwprkOO.for (125) 2000 PH P.ak Hour ., Lot 6 10/20'" 111)1.12 326 12.0 1 ••••••••••••••••••• 420 2'.0 2 -------------------511 2'.0 2 ------------------- I --, 3 0.0 0 \ -------------------- o 0.0 o "7 2'.0 • , • , 1 12.0 1 • , -- I o 0.0 o "Y' VOLOKl-S --~ I WD>rIIB y '"""'"' --------------------U7 12.0 1 • T '" 2".0 2 -------------------o 0.0 0 North ... " .............. . I I ------------- 3D. 36.0 3 Pha.ings RQUEHC:Z 73 PD.MSV N U fl N OVJ:RLP Y' l' T Y' LEADLAC La LI) .- ~ • • • • .' -'.~ . . .-. ~' .' • • ""'''''' )'e ....... Lot. ,. Tab ".hlngtoll U.aJGu:' i Ai I .... /.ark :orl .... 11m J.bpdtOO.f~ (US) :.l000 .. 'uk ...... r ./ Lot , 10/20'" 11 11.3 •• 1' II $1" ··r.t1/DUJoC(Vu:' 1.00) .. C","citl" an.'Y'8b St, uy e • r..nl. of 8~c-e C I :Ial;.u.. LiOll A~. I- raZe .. of aabar&tioa. ,Y/C) 0.63 v-.h1cl. o.1.Q' 3 •• , ----------------------------------------.--------act 13 1 Ph". 1 I ...... 2. I ,It.u. 3 I ph. '." I LO/'· ---. ------------------------------------- • T --" I • • •••• + •• <+ ,~ • • • • • • • .... '> • • • + .. ++ •• c···· • •••• .... > .... +> .... ++++ .., .., ------------------------------------------------ I o/CaO.1U 0-11.5· T.a. ".0· 0..... 0.0% a/CaO.2SS C-35."· '1'." •. 0- on-U." G/C:-O.192 a-23.1- y+,.. 5.0· OrFa50.8% a/c.O.ll1 C-26.0· T+a. 5.0· OrP.7 •• 2% -------------------------------------------------0-102.0 coc • '5.0% '1'.18.0 eec • 15.0% Ped. 0.0 .ec. 0.0% ------------------------------------------------------------------------------- I ree. IWldtlLll g/C I Ser;i.c. Ratel Adj I Gz:ou;p rane• a.qd Uced ec (*'Ph) •• Vol~ I BOI I L 1'0--1 vIc Delay 8 ~eue -------------------------------------------------------------------------------." •• !.~.~.~"~': .. :e!".. J 6.3 .-.. . ................................................................... . I Rr I 13/1 10•31' 10•521 I 7" I '3' I C'3 10 •508 I 1'.3 I B I 3.0 ftl L~ 2./2 0.351 0.2,5 .83 1022 .to 0.822 t •. J·D+ "'7 ft ------------------------------------------------------------------------------- 51.2 D ... . ............. ---...................................................... _ .. . I I U/3 10 •275 10 •1•6 I 12/1 0.236 0.1.6 600 I "c CU 10.666 I 1 0.00' 51.2 IOD I 196 ftl t3.8 D+ 25 f~ ------------------------------------------------------------------------------- 21.8 C . ......... ..--.. ---...................................................... . I ft ... I 12/1 10•652 10.733 I 107. I 1106 I 26/2 0.306 0.217 1 731 5 .. 10.0' I 50 0.751 7.1 I A I 25' ft.1 t8." ·D 373 f~ --------------------------------------------------------------------------- 36.2 C .. .. ......... ------......................................................... . I .... ftl 26/2 1°.308 10.t51 I 1380 I 15t3 I LT l./2 0.n5 O.ltl 1 652 58C 10.361 I t" 0.723 21.8 I C·I 271 ftl .t.t ·D 325 f~ ------------------------------------------------------------------------------- • .1 .... tag .arld:Dcr Lot 3. .,. I .... • .. h'ncrtoo ab4/G&.I'4aA .I:. nll.II'ark DZ'1-.. IftII llwp&bp. for (1) 2DOD .D peak ...... r ./Lot 3. 2" 0 12.0 0.0 1 0 -------------J I ..•......... -.. ~ ... 500 2' .. 0 .. / --.. ----------------20' 2&.0 .. -- -------------------. 0 0.0 0 \ -------------------- 256 21 .. 0 2 \ • \ 1 12.0 1 --------------------\ 110 12.0 1 ---------------------lOll 2e.o .. / ................... I / --_ ..... _-------• 0 37 PhaaiDgl 0.0 36 .0 0 ] 10/1'/" 15.11,5' vat.JWK---,. I WWiD y " ... • T ......" I S&QU'. C 73 p' M'V •••• """""" TrYT LIWOLAQ La U> , < " .. ~hg ra.rkh'lll Lot. 3. t.. .... 1F .hlngtca m.'PIt/~ ATULU./Parlt Dri. ... Ift'II U:wpa:bp_for (1) lOOO &al .uk ..... r .fLot 38 ~t~tlQG A..rag'.J D ... x" ot aatu:catiOll (Y/e) 0.71 Vehicle Delay 32.5 -------------------------------------------------Sq 73 I .b· .. 1 I ph ... 2 I Pbaa:. 1 I p-.., I LQ/ •• ------------------------------------------------- • T ...... t.b I • • •• • • .... + • ,... + .,. <+ c+ .,. + + • + .+ • •••• M ••• ,. ++'++J> -------------------------------------------------a/e-a.on c;. 7.'· T+a. ".0· orr-D.O'lI, a/c-O.150 c... 18.0· y.a-4.0· OrP_ , .. 111. a/C_D.2l0 I alcaO.C07 c-:27.6* c-••.•• T+R_ S.D· r.a. 5.0+ orr_28.0% orr.55.2% ------------------------------------------------- .. • • 10/U", 151111'5 0-102.0 .ee -15.0% Y-11.D.ee. 15.0% p~. 0.0 .ee. 0.0% -------------------------------------------------------------------------------II r t:u p Iw:!~llleqdg/cu.e4 I ~'1.,:)~~·,vo:!.1 TIc I o!i:r I ; 1':eu~1 ~ ------------------------------------------------------------------------------- 36.8 D+ .. --.......................................................................... . I I 12/1 IO.36~ 1°·413 I ~4/~ 0.~71 0.150 50~ I 061 I 5 •• llO 10.508 I ~88 0.553 ~'.8 I C+I 331 ftl U.S ·D :105 ft. ------------------------------------------------------------------------------- 54.0 o ...................................................................... , ....... . I ... 1 3613 lo.~n 10•063 I 11 I 1 .. I 57 10 •2 4.5 I 56.0 1+0 I 13 ft.1 LT 12/1 0.237 0.063 73 ~ 0.020 5:1.8 D ~5 ft ------------------------------------------------------------------------------- WB ~ro.ecb C ............................................................................... I I 12/1 1°.626 10 ."5 I 1057 I 1101 I ". 10.a3' I Ull O.UO 0.607 1153 1C]t l:1l1 0.155 >3 •• I B I 673 ftl 37.7 .D+ 616 ft. ------------------------------------------------------------------------------- 35.0 ---........................................................................... . I I 24/2 10 •265 IO.~8 I 2'01 I ~'23 I ~41~ 0.311 0.:130 1 7" ,,, 1°·101 I 595 0.747 0.7 I .. I 67 ft.1 .,., ·D 384 ft. ------------------------------------------------------------------------------- ~ • I -,- abelag Paddzae Lot s. r.,. "·bfDQtoD .l"l'd/~ "",""_,Pad: on. .... 10/U,,, 15.20.10 ~' IftK llarp:dtwp.for ,&J) 2000 UtenA .... »ut BcNr _/Lot. 3a .U 12.0 1 -------------I ................... 213 26 .. 0 2 -------------------10S3 2'.0 2 -----------~------- I -- o !'. G 0 \ ------------------ o 0.0 o I 5>0 26.0 2 \ • \ 1 U.O 1 \ -- I o 0 .0 o I tor. -. VO!,.. ..... > I COl .. .,. L"wpe --------------------lCO 12.0 1 • T -------------------511 2'.0 2 -------------------o 0.0 0 110 .... ................... I I ------------- >20 36.0 Pba.lDg. nooz»;:a 13 • ..... 8V If •• II uYD.Lr Y 'I' Y Y t···mJO La 100 • " .' '. -',If -, I •• " , , , . ~t ng Paxk:iJzg Lot lB " '.-~ ~ ,.,.b ... hSDQtoIl alftlc;udal A'ftIlue/'ark In! .... IftM l.brpzbfp.f" (n) 2000 AftU'llooon hak Bour ,,/LOt la -. - lO/U/It 15,20.02 ~1:c .. !:U7/TUJ'AC(V.r 1.00) -C'padty .ADal:rd. S' uy Dlt.ar..ct!oa A~p., .,.,." .. of Sau.n.tloa (./e) 0.71 Vehlel. Delay li.] x..--.l. of Gerrie.·C I ------.------------------------------------------Bq '3 l .~. 1 I .baa_:I I ,baa. 3 I .~., I LO/·· -------------------------------------------.----- • T IIorth I • • .... . <. <+ +» • • • • + • + .... . , • • • +++. <. < •••• • •••• .e._» •• -..> --.-------.-------------------------------------- I O/e-D.ICO I O/e-D.2)? I O/e.O.lSI G-16.8' G-2'.'-0-18.1- y.a-'.0' T+R. C.O-Yell. 5.0' on. 0.0% OFF-l?J' Orr"'.l% O/C·O.]ll C-38." y+a. 5.0' On.63.6% ._------------_._----_._-_._-------------------_. -------------.--------------------.-----------.------.-------------------------I RO< I L 1'0% -I ./~ o.lay S Queue ------------------------------------------------------------------------------- D • • _. ____ ._ ••• a ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• _ •••••• I .... L'I' I 12/1 10 •3 •• 10.~21 I 5'>, I 2&/2 0.319 0.237 , .. I no ... 10 •65' I 65& 0.78' 30.2 I C I '33 f~1 ~'.1 -0 '16 f~ ------------------------------------------------------------------------------- 51.7 D .---... ---•..•...••............•...... ~ ........ -...•..•......••..•••.••.••..••. I ~ I 577 I ". 395 10.663 I 1 0.00& 51.7 I+D I 1.' t~1 ,~.~ D+ 25 f~ -----------------------------------------------------.---.--------------------- 30.1 C ... -.. ~ ....................................................................... . I I 12/1 10 ."0 10.'" I 11" I 1168 I 2"2 0.37,1 0.322 6" 1087 5>3 10 .... 8 I 922 0.8&1 5.0 I A I '05 f'l ,~., ·P+ 54] ft ------------------------------------------------------------------------------- 29.3 C .. --.......................................................................... . I 'I'B L'I' I 2~/2 10 ."1 10.515 I 16S6 I 18&1 I 1300 1°·70' I 24/2 0.278 0.151 1 504 349 0.'" 23.' I C·I 521 ftl 51.' .p 2'8 ft ------------------------------------------------------------------------------- .' I - • iJ 9 aodag .an1ng Lot '8 !.ek .... bI~ Bl'f'dJOI.r4eA A",*_/P.uJc Dd ..... II'I'X U:wprbp.for (125) 2000 I'll .... k Bnvr . w/Lot ,. • 2< 12.0 1 -------------I ••••••••••••••••••• 420 zt.O 2 -------------------535 24.0 2 ------------------- I -- 1 0.0 0 \ -------------------- o 0.0 o I .. , 2'.0 , \ + \ 1 12.0 I \ -- I o 0.0 o I -------------------- -------------------450 2'.0 2 -------------------o 0.0 a ................... I • ,,, 36.0 l ------------- • , . l.O/20/tJ 11.".52 , vou ... , --)-I .Wi .. ., t .... • T lIou::,b. I SEOUl. • 73 pJtIUUV •••• OVDI.I' TTY T LZAl>UO La U> , . , " ",-: , . ')J. ", . . '-' '8oehg ~ Lot: 38 , ,~~ T.e\-_ " .. M~ alYd./O&rc!aA.ATUWa/Park Dl;iTe .a ~%bp.f~ 11.2.5) 2000 ... Pult H~ ./Lot DLurs.ct:1aa. .l.TU'ageal DegZSl of $&wrauoa. ,'Y/c) 0.63 velaJ.cl. o.l-.y )t., -------------------------------------------------Sq 73 I ph.,. 1 I r.baaa:2 I .~. 1 I pha •• , I Lal·· --.---------------------------------------------- • T -I o • .... . <. c. .,. • 0 • 0 0 0 0 .... 0, • 0 • ..++ <+ < •••• • •••• ... +, •••• > •••• .... y y --------.-.----------------------_.-------------- I O/e-O.ll' I a/e_0.2" 0-16.7· 0-35.'· Y.a. 4.0· '1'." '.0· On--0.011. 0,.,..17.2% 0/C_0.ll3 c-:n.2· y+a_ 5.0· 0,.,._50.2, a/C-O.221 a. 26.6* '1'+._ 5.0· OrJ'a73.'n -------------------------------------------------c-uo aec •• 10/20/" 11,3"2' ~l of 8.rrlce C ------------------------------------------------------=------------------------ I f.... IWidthll .,C I hnice It&eel Mj I C;a:oup x..a.e. Reqd tr.<ki ec (vph) CJr; Voluao I DOl I L 1'0%-1 Tic o.lay 8 Queue -------------------------------------------------------------------------------... _--.......................... -................................ --.........••• I 129 I .. 6 I O. 101.7 "3 10.506 I "0 0.818 19.1 I • I 338 tel ••. 5 -0+ .9' tt ------------------------------------------------------------------------------- IIIB ~cb. 51.3 ••••• .---................................................................. . I "" LT I ]6/] 10 .1.13 10 •139 I 12/1 0.~36 0.ll9 ~ I 567 I 2>. 31' 10.6U I 1 0.00. 51.3 10D I 1.1. ftl .'.5 D+ 1.5 tt ------------------------------------------------------------------------------- ::za. ° ............................................................................... I I 1211 10."5 10.7l~ I 1071 I 110. I ~,,~ 0.308 0.2::z1 1 767 532 1° ... 2 I 562 0.152 1.0 I A I 2'8 ftl 48.0 -D 380 fe --------------------._--------------------------------------.------------------ 33.7 .. ----........................................................................ . I TB+RTI 2'/2 10.311 10.456 I 1'09 I 1615 I In' 2"2 0.295 0.193 1 656 60' 10.377 I .77 0.718 21.6 I C+I 27' ttl ".1 -0 325 ft ------------------------------------------------------------------------------- , • '" tl D • , ., -oj • • > > • _J.:' ,. .~ • > >. . . , " .-: • . --.-, .- - - > . , - ; > • • L '. , -. ' '" > • " > , . ,. • ,-- • - r : ,- • " .. , , . -.. , • .' . '.- > . -'~ . • - :~U"~"~·~ .. __ m~'-"-:;·~"~""""''''''''''~'''-''-''i" .."...,'-... .' .~-"'--"'--~--'--'-:;-"' , J • • , 'J .. , • > ] . ' , . ] ] /l . ; ; , • J , I ] , ] ] Park AvenuelNorth 10th Street J J I J -] I .J I J ] • ] I I .1 ,j . J c ------ , .. , - I .. • - > > , • • • • . , """"'0 •• rkl ncr Lot la , ,. h:dt ... ~ IOU .t.r.e~ (~_,. ~ prkOlOOO.Cor (11 lOGO AX ••• k .. 12 •• 1 ----.--------I ....... ---........ . U 12.0 1+ I --------------10 !.l.O 1- -------------------u 0.0 0 \ --------------------I 1171 U.O • I I I 11 12 •• 1 \ + \ 11 Il.D 1 l';'; B.,..u: w/ Lot; , --------------------\ • 0.0 0 ---------------------• !.l.0 1 .------------------I 1 • •• • ••••••••••••••••••• I ! ---_._------- 786 • PhaJi1.Dgl :U.O ••• • • 10/.20/" 13.0,.11 VOl.QWI' -->-I "IDIHS T UJI'I' ~U&&C& 61 PDKSV TifT N avz:RLP T 'f T T '·I'''lLJ.Q LD 1.0 • .. • BO~d.oii P&d:ing Lot 38 IO/lO", H pazk Avaaue/H 10t~ Str .. ~ (K-9, 13,0,,03 HTM prkOl000.tor (1) 2000 AX Peak Hour vI Lot , tntaraoctioD Averag •• , Degr •• of Saturatloa Ivlc, ~455 v~cl. ~1-r II.' t.vel of s.~1c. 8 -------------------------------------------------------------Sq 67 I • T North I Pha.. 1 • • • > <" o " I I'ha.. 2 I • 0 .. 0 <. • .> • • • • • • Pha .. 3 .! I I " • • 0 0 • • • ••• " .> < • c···· y 0 •••• 0 + ..... y <. • .> ••• *> • • • •••• • • • v ------------------------------------------------------------- I o/e_o.o1J O. 8.S-Y.-Jl_ ".0· OFF_ 0.0% rUe_o.Ooo C. 0.0· Y.R_ 0.0· on.10.6% O/C_O.SU c. 65.'- Y .. R_ ",0· on_IO.'''' cue_o.u. a. 1'.1- Y+R_ ".0· on_Ga.'''' O/C_O.OIl a. 9,7- y+a-,,0· orr_SB.6\. a_l0 .. ,O sec. 86.7% Y-16.0 .ec • 13.3% Pod. 0.0 .ec. 0.0% I t.n. IWidth/l glC I Service Ratel Adj I Group Lan.. Reqd traK ~ (vpb) cn! volume --------------------------------------------------------_._-------------------- sa Approach 18.9 B ... _ .......................................................................... . R'1' TIl LT 12/1 10026l 1°.7" I 1155 I 1182 I 98 10008l I 2'/2 O.'ll 0.5'9 1828 19'1 I 1295 0.666 12/1 0.000 0.07l J2l l69 12 O.Oll <.1 I "I .. "1 20.1 ·C+ '92 ft 9.7 A 25 tt -------------------------------------------------------------------------------G •• :O.15 IL lIB Approach 16.8 B ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• I TB.RTI 2'/2 10.l69 10.5.' I 175. I 1868 I L'l' 12/1 0.000 0.073 195 2U .21 10.Ul I 21 0.087 16., I • I lS' f~1 12.2 *8+ 25 ft ------------------------------------------------------------------------------- WB Approach 51.6 D ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 1 I 105 1 16 10.120 I 25 ttl ------------------------------------------------------------------._----------- ED Approach '2.9 Do ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• I Tft.RTI 12/1-10.2.5 1°016' I loT 12/1+ 0.2" 0.164 ~ I 21' I 227 30 100122 I 26 0.10l <3.0 I"Dol U.8 1)+ 46 ftl .0 ft ------------------------------------------------------------------------------- > " , ., , . . I • I i m , . ., ao.lDQ" ... d:i..DQ Lot., 1. It hdt A, =_/11 lOCll atr.et. (It .. ,) XftI p;rkOl000.ior (61) ~ooo Aftuuooo. Pe-ak 80U¥' w/ " , SIGN't.971'l"XAl'AC[V.r 1.00] .. Dhpl~ of IDter .. ctioo. Par ... ter. ,. 12.0 1 -------------I ....... _-------.... -------------------11 U.O 1--- -------------------103 0.0 a \ --------------------I lOll :1' .. 0 1 I u U.O 1 \ • \ n 12.0 1 \ -- I 110 l •• O 1 I --------------------, 0.0 0 -------------------13 12.0 1 -------------------11 0.0 0 ••••••••••••••••••• I • 0.0 o ------------- • 10120'" 13112,05 VOLtnnrS --,. I wnmrs .,. LADS • T Borth I SitQtrEUCE n PEPHSV Y If T ., OVERt,P Y T Y T LEADLAO LJ) La • , BoeIDCJ ,arking Lot lB K Park Avenue 1ft 10th .~r .. t (K-" ~ prkOl000.for {63} 2000 Af~.ruoon ,.ak Hour ., Lot 6 %nteraectloD Averag •• 1 o.gr.e of ,Saturation (vic) 0.70 v.hlcl. Delay 32.1 Level of -----------------------------------------------.-------------Sq 67 I Pbaa. 1 I Pbaa. 2 , Pha.. 3 I Pha.... I Pbaa. 5 I ··'La ------------------------------------------------------------- • T Horth I + + +' ,. • • ,+ + + • + +' + + + + + • + + • + ,+ • +' v ,+ + + + • + •••• ,+ < •••• • • ••• • ++++ v + +' .... ,. + + •••• + + v -------------------------------------------------------------O/C·O.OS, C-1.1- Y+R. j.o- on. 0 .0% ole.o.ooo O. 0.0· Y+R. 0.0· orr. '.2" O/C·O.fn Q. 53.1- Y+R. f.O· orr. '.2% O/C.O.277 O. 33.3· Y+R-4.0· Of1".56.8% O/c.o.oaa 0-10.5- Y+R. '.0· orr.a7 .,% ------------------------------------------------------------- • 101l0", U.lltfoO Service C ------------------------------------------------------------------------------- I LAo. IWldtb/1 % I s.rvic. Ratel Adj I Group Lan... R-.4 O .. d ec (vph) eE volu.. I HCM I L 1'0% ""'I vIc Dolay Y QU.u. ------------------------------------------------------------------------------- SD Approacb 30.' o ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• I 12Jl 1°.263 10 •753 1 '1133 I 1158 I •• 1°·081 I 2,/2 0.'32 0.") 1302 1522 1251 0.822 12/1 0.001 0.05' 157 20) 16 0.077 3 •• I A I .0 ftl 33.1 -c 5'8 ft 18.2 B 25 ft ------------------------------------------------------------------------------- 28.1 o ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• I TR+RTI 2,/2 1°.3" 1°.'.3 I 1313 I 153' I 1070 IP."8 I LT 12/1 0.016 0 .05' 116 ~55 55 0.333 28 .' I 0 I 509 ftl 21.8 *C+ ., ftl ------------------------------------------------------------------------------- WB Approach 52.7 D ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 1 I 111 I n 10.)2 .. I 52.7 ,-0 I 70 f~J ------------------------------------------------------------------------------- ED Approach '1.1 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• I TB+RTI 12J1-10.327 10.277 I LT 12J1+IO.310 0.277 152 I '" "2 I ... '07 10.681 I 291 0 .588 '2 .8 10D+1 372 ftl 3'.3 1)+ 35J ft ------------------------------------------------------------------------------- • , • " m rn '" I B • J " • IIt)Qbq hrldllg: Lot. la H Para A'f'aAUe,. lOCll scz .. t ~ p~kOl000.for (115) 3000 , UG'O.t.J7/'t&A.PAC(Var, l.~ °,,01 >-- ----------- >3 .... 1 I ................... 1+ -------------------I ';:-'" ,.' ,',"-" . 01, U.O 2 I u u .• 1--_ -------------------4. ••• • \ I -------------------- I I (X-i) PM hu Hour ./ • .: .' 'N~ .: ,'~ Diaplay of Xnt.:r.oction ParUieten • 4 .... 1 \ • \ 18 12.0 1 \ -- I I '36 2(.0 2 --------------------, ••• • -------------------12.0 1 1 ••• o ••••••••••••••••••• I ------------- 1 P"dngr 0 •• • " 10/20JJ' Il.Ifla28 VOLOJms _.. )- I lIZ",... y • T ""rth I SEQUENCE n PZRHSV TUTU 01IZRLP YYTY LEAD""a LD LQ • • • eo_iller l'U'klnl1 Lot; 38 H park Avenue'. 10th Bt~ •• t (K-" NTM prkOlOOO.for t1l!) 2000 PH Peak Hour wI Lot 6 Int.r •• ction Averag ••• IO/20/n IlJ14l11 Degr •• of Saturation (vic) 0.57 Vehicle Delay 23.0 ~.1 of aarvlca C+ -----------------------.---------------------------.--------- 8". " I Pbaa. 1 I ,haa. 2 Pba.. 3 I Pba.. 5 I • T • • . , • • " • • • • • • ., v • • • •••• , . < •••• • •••• • .+++ v North ,. • • ,. • . , , . • ., .... ,. I I O/e-O.07] g_ B.B· Y+R_ '.0· or". 0.0% C.120 .ac • • • • • • o/e.o.ooo O. 0.0· Y.R. 0.0· On_l0.5" • • • •••• • • • v O/C_O.52] I O/e_O.IIO C. 62.S· 0_ 21.'- T+R-4.0· Y+R. 4.0· Orr.l0.6~ OFY.66.1\ Gte.O.O'i I c. 10.'· Y+R_ 4.0· OFY_a7.'" 0.104.0 .ac • 86.'% Y.16.0 aoc .. 13.3% Pod_ 0.0 .ac. 0.0% -----------------------------.-------------.-----------------------.----------- I Lon. IWidth'1 O/C I sorvice Ra~·1 Adj I Crou.p ~.. Jtoqd U •• d I<: (vpb) BE Volwa I I"'" I L 1'0% K&xl vIc Delay S Queu.e sa Approach 11.2 C • ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• RT ... LT I 12/1 100245 10 •736 I 10'1 I 1122 I " 100026 I 2C/2 0.'18 0.523 16C5 1781 1170 0 0657 12/1 0.000 0.073 255 300 5 0.017 '.3 I A I 15 '"1 21.7 -C+ C82 ft 11.6 B+ 25 Lt -----._----------------------_.----------------------------------------.------- NB Approacb • ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• I ft.RTI 2.,2 lo.lac 10.5:n 1 1696 118ll 1 1030 10.562 I 19.7 I • I '17 fel IIr 12/1 0.000 0.073 219 266 2"0 0.075 12.3 -a+ 25 ft -----------._---------------------------.-------------------._-----------------c. .. 'p L .l;\·JO WB Approacb 51.0 o ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 1 I 112 I 2C 10.171 I 51.0 ,-D , 38 ft I ------------------------------------------------------------------------------- EB Approacb ".2 D • ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• I TH+RTI 12/1-1°.26' 10.180 I LT 12/1+ 0.26C 0.180 ~ I 269 I 298 I 111 10.C13 I 115 0.357 'C.5 1-0.1 166 fel '3.8 I D.' 158 ft ------------------------------------------------------------------------------- " , , , ; " , ", '. " D --1 ~ ,- " • , • !.:... "'1=" •..... ng ~ la, • Jru:It ok; ./. 10tIl su..t (11;-') .' .' . 10/2o", u.aa;u 11m: pd.:Olo.efar (1). 2000 ..... , ok ...... r ./ :r.ot 3. , . , . I "._ ..• ~ , , " '" .... UC-U,'7I'1S»AC[V-.r l~OO) -DillPlar of X'Iltflnl~CIIQ l"u ... t.r. .. 12.0 1 --I • ...... __ ._... ·a. U 12.0 hi --. -------- 10 U.O 1.--- -------------------12 0.0 0 \ ------------ 11n 26.D 2 I )3 12.0 1 \ • \ 11 12.0 1 I '15 2'.0 2 I \ I " .. ""Y' vor ..... • .... > I AXUiSS " LADS --------------------, 0.0 0 • • 12.0 1 , T ------------------- -------------------...... ................. _-I I -------------, • 0.0 Pbadng, saou...... 51 o • PDMSV TaTB OYDLP TTTT U'IW IO LD La " .. , • ..,.. DQ pu1dDcr Lot 3 • • Park At-./. 10th 'treet (X-" mil prk010Wp.for , (1) 2000 AJI p.alt Hour ./ Lot 38 " %D.tera.ctio:t. ATarag •• ' ... ., ··/fA • T ... -I 1Mg" .. of 8&taratioo (y/c) 0.55 ve):dc::l. o.lay n.l LeYel of -------------------------------------------------------------I .... -1 I Pb& •• 2 I ...... ) I .... -, I ...... 5 I -------------------------------------------------------------• • • • • • • • • " • • • + • • • • ••• "> <+ + +> .+ • +> •• < •••• v v • •••• • ... -v • + •• • .> •••• > + • • + •••• • • • • v -------------------------------------------------------------O/CeO.072 , o/e.o.ooo , O/e-D.5'] c. . 8.1* 0-0.0· C-65.2- Y_R_ t.O· T+R_ 0.0· y.a. '.0· OPP. O.O~ or,_10.6% orr.l0.6% O/C_O.I63 c;. 1,.5· Y_._ •. 0· orr-O.1% O/e-a.OIl, 0-10.'· Y." '.0· orr-n.n. ------------------------------------------------------------- , 10/10/J! 11.22.0J hnoice B , ------------------------.------------------------------------------------------ I !.ane IWld~/1 glC I SerTiee Ratel Adj I Group Lan.. Req4 U.ed. ec ('l'Pb) Ill: vol~ I IIQC I L I· ... -I ./c n.lay S Qu.a. ------------------------------------------------------------------------------- sa Approach 19.2 • ............................................................................. b. RT ... lit I 12/1 10 •263 10 •73' I 11'2 I 1171 I •• 10008 ' I 2,/2 0.'32 0.5&3 1805 1'2' 12'3 0.672 12/1 0.000 0 .072 321 365 36 0.0" '.'1 "I n "1 20.6 ·C+ ". ft ,.5·A 25 ft ------------------------------------------------------------------------------- 17.2 • ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• I "+RTI 2"2 1°.36' 10.5'3 I 1730 I 18" I .,, 10 .&'6 I 17.3 I • I 3E2 ftl VI' 12/1 0.000 0.072 192 238 :at 0.081 12.' B+ 25 ft -------------------------------------------------------------------------------a,. :. O.2.ID"F> 51.2 D ............................................................................... I LT+7R+RT I 12/1 10.2'3 10.oS8 I 1111'1 2' 10.16' I 51.2 I·u I 3' ttl ------------------------------------------------------------------------------- ED Approacb n.1 0+ ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• I .. +RTI 12/1-10.2'5 10.1'3 I LT 12/1+ 0.2" 0.163 ~ I 217 I 225 )0 10.123 I 26 0.10' n .2 1"0+1 0.0 D+ " ttl '0 tt ------------------------------------------------------------------------------- • i I I , " " ',n ; ~. P~ toot lIS 1::, • .n 10tll atre.t; (It-') II1II pd:010Wp.fm: (il, 2000 U~.znonn 'uk Hour wiLe\; 3B "'.'" ;r,:r:l,' ". • t.," ,I" ,.;. -', f'''. :,,:. 11 u .• 1 ••••••••••••••••• 277 12.0 1+ I --------------- 1037 2'.0 2 I :17 12.0 1---------------------- 103 0.0 0 \ -------------------- •• u .• 1 \ • \ u u .• 1 \ 55 0.0 0 --13 12.0 1 ------------------- I 2. ••• • . ••••••••••••••••••• I I ._-----------• an 5 Ph .... dugl 2'.0 0.0 2 0 • • '1'., Nort" I SEQUENCE 57 PERHSV l' Ii 1" U OVDLP 1'1"1"1' t "RDI,M: LD La • • Jao.! DQ p.arItiag Lot 3 • • pazk A..""e/. 10th 8tr_t CIt-,) IrN pdt01Owp.for (13) 2000 Aleen",?" P-.lt Hour _/Lot 3. IIlt.er.ectiaa. ~i'"r.g •• 1 EI Degt •• of aaturatioo (Tic) 0.7' v.bicl. Delay 3'.2 ~1 of 8trYlc. 0+ II -------------------------------------------------------------Bq571 pu .. l I Phu.2 I Phu.l I Pba_' I PU_5 I ··/La -------------------------------------------------------------• • • • + • • • • • • • • • + • • • •••• . , ,. • +> ,. • +> , . < •••• y y • • ••• • •••• y T Borth .. ,. • +> .... ~ f • + • • •••• • + + • y -------------------------------------------------------------O/C_0.05& I o/c_o.ooO 0_ ,.,-G-0.0· Y ... '.0· Y.~ 0.0· OrP-0.0% orr. 8.7% O/C-O.401 a. '1.3· 1'.R,. &.0· orr-8.7" 0/C.O.253 I 0/C-0.157 I a. 30.3· C-18.9- Y." 4.0· T+a-&.0· orr_52.1% orr •• o.~ Gal0&.0 •• c • ".7% T_16.0 •• C • 13.3% Ped. 0.0 •• c. O.G% I Hex f L 1""'-1 T/C Delay I. ouaue ------------------------------------------------------------------------------- S8 Approach 31.8 ........ -.... -...................................................... -......... . I 12/1 100163 10 •6.' I 1013 I 1059 I .f lo.oa, I "2"2 0.&32 0.'01 1101 1315 12" O.,Ol 12/1 0.036 0.05' 10' 150 83 0.525 6.2 I A I •• "1 &2.1 .D+ "0 ft 25.9 ·C+ 73 ft ------------------------------------------------------------------------------- D Approach 3&.8 c ............................................................................... I .. +RTI 2'/2 10.40& 10.'03 I 1118 I 13.7 I 1125 10 .'°5 I LT 12/1 O.OlO 0.05. "101 144 55 0.357 35.2 I 0.1 573 ftl 26.0 c. 51 ft; -------------------------------------------------------------------------------6. .. "0 51.5 D ••••••••• 4 .................................................................. _ •• I LT.TB.ar I 12/1 10.27' 10.157 I 1 I 207 I loU 10.605 f 51.5 I·D I 202 nl ---------------------------------------------.--------------------------------- 46.0 D ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• I TH+RTI 12/1-10.327 10.253 I LT 12/1+ 0.310 0.253 62 I 6. lOB I ... 3.7 10.74.7 I 291 0.6&5 '8.7 I'~ I 185 ft;1 43.2 D+ 365 nJ ------------------------------------------------------------------------------- I I '1 ... • .' htllG hrk1Dg IooC 3a • Wa:dt .a.. I./IJ .1ctt:ll at .... t CK-') IIftI prJt01Owp.f~ (125, 2000 ,n Puk 'Sour "/Lot -' . .' .,' "'," 10/20'" 1.3.21,5. ' .. :u U.O 1 -------------I ---..... w_ ••••• __ _ 125 12.0 h I ___ e ______________ _ 12 12.0 1--- -------------------400 0.0 0 \ ------------------ I 15 U.O 1 \ • \ U U.O 1 \ " I I , .. 2'.0 2 -. VOLtTKIrS ._ > I 1UUiilS or LIDS ... _-----------------17 0.0 0 • 5 0.0 0 T "".th -------------------U U.O 1 -------------------................... I ( ------------- 1 i'ha_u,g, S&QIJlWCZ .., 0.0 p-TUTH 0 ovmu.p TTY!' LltADLAO LD LG Boelao PUking Lot 311 • r.rk A~euu./M 10tb 8~r .. t (X-" 1ft:. prk01Ovp.tor (US, 2000 PM Peak Sour _/Lot 3. XDteraectloo AYerag •• s • • 10/20/" 13126.21 Dwgr •• of Sataration lyle) 0.5' Vehlcl. U.lay 2&.' ~1 of 84rYic. C+ I -----.-------------------------------------------------------8q 67 I Phu. 1 I ,ba •• 2 I 'ba... 3 I Pha.., I pba.. 5 I ··/La ------------------------------------------------------------- • T + o .> + + <0 0 " + " + " +> • + " + •••• <0 ••••• 0 •••• 0 + ••• • North ." " " <+ 0 +> <0 + +> •••• > I 0/e.0.071 O. 8.5· T.R_ 4.0· OPP. 0.0% + + + + + + •••• 0 + + + + + • o/e.O.OOo I 0/C.0.50, I O/e-D.llS 1 0/e-O.112 I C-0.0· c-61.0· 0-21.0· C. 13.'- Y+R_ 0.0· Y+a-,.0· Y+R_ '.0· Y+R_ '.0· orr.IO.', orr.l0.'% Orr_6'.6% I or,r_.5.5% -------------------------------------------------------------C-I0&.O •• e • 86.7% T_lli.D • .c. 13.3% p~ 0.0 .ec. 0.0% ------------------------------------------------------------------------------- I lADO IWi4th/1 g/C I s.rvic. bt·1 ... j I Croup LaD.. Req4 0' •• 4 8C (vpb) 8E Volu.e I HOI I L I''''' ..... 1 Y/c ~1.y B QuflU. ------------------------------------------------------------------------------- 58 Appro.cb :U.5 Co ............................................................................... 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LEII Dl Pta LD LI) . . aoeh'G Parkt"" Lot 3B • Pule; ATaDue/. 8th Str..t IC'ftI' prldIthwp.for (1) 2000 AX Pealt Ho\U' w/Let 38 .-'[: , BIGIIILt7!nAPAC(Var 1.00) -capacity An-lyei. an uy btera.ctiOA A .. ra'Jl'al Degree of s4turatlOb './0) 0.70 V.bicl. Delay 31.6 ---------------------.------.--------------------8q 51 I PlutA_ 1 I I Pha •• J I Pha.. 4. I .. , ... ----------------------------.-----.-----.------.- • T ""_ I • • • • • • • • • • • " • • • • ••• +> ,. • ", ,. • ., < •••• y v 0 •••• 0 •••• y '" ,. " ", •• +." • • " " +.+. • • " " v ----------------------------.--.-----.----------- I o/e_O.OS] 0-6.J- Y ••••• 0· on-0." a/e.o.ou o. 1.'- T+R-4.0· 0""·:13.2'\ o/e_o.UO o. ".8-Y_a_ '.0· On_l'.1'\; O/e_O.lU 0_ 31.5· Y+R-".0· 0"".70.4'" ------------------.------------------------------ • • 10/20'" 111311" I LaD. IVld~1 g/C I Service Ratel Adj I Oroup LaD.. Reqd u •• d I fie (vph) QE Volume I UCH I L 1'0' Kaxl vic Delay S Quaue S8 Approach o ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• I ... RTI 2&/2 10.&13 10.&39 I 131& I 15'1 I 1187 10 .'70 I LT 1111 0.097 0.102 133 292 2:zt. 0.'" 31.0 I 0 I 561 ttl 31.3 ·C 179 tt --------------------------------------------------------.---------------------- 31.0 o ............................................................................... I ... 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