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CONCEPTS CONSIDERED <br />Capacity Analysis for Planning of Junctions <br />input. Warkeheel <br />Animal <br />Iliig msy P.0 Access Ftamsig Stay <br />Cratcai Lana VaixmR Slxn <br />Amiga Pips¢ar <br />t42tQ51 <br />T7d203Arm St(200PM} <br />- 12114 I2IX • 139914W • 1600 <br />I k v n b.! 2!, 2013 <br />22 t <br />3 <br />Jarvis St. CAP -X PM -1 <br />Capacity Analysis for Planning of Junctions <br />Inpral Wari.iheel <br />Iie3uIl1 <br />for IntersectIcns <br />Results; <br />Results <br />lot R'ioulidabo1rIs <br />t <br />TYPE X01 INTERSECTION <br />Sheol <br />Leo! parnS <br />CLV WC <br />Law >I <br />CLIP M.'C I <br />7a4 l Ilal <br />CLIP V C <br />awi(W. 1 <br />CLV V1C <br />74..110:m100 OL,aII YL <br />UV V1C 3131"79 an7in4 <br />1 <br />Coaardlonal <br />mprAiri <br />FLILL <br />h <br />147 46 J {Wimp <br />Qwnll irk <br />win <br />111 04.5 6.66 11 <br />2 <br />.70051,11M91•411 5114rtd RT LP4 <br />r.4E <br />UM <br />PM1111Pridirdli <br />14.41 <br />PrAPP2 <br />1015 kli2 667 13 <br />3.11 <br />3.2 <br />3.2 <br />Owdr ni Roadway <br />UN <br />X=E <br />Plip <br />37 PAZ <br />PIP <br />1227 92/ <br />44 2,122 <br />1037 214 <br />1032 0.65 4 <br />11.1 <br />11.2F <br />FAIIIIII <br />1048 g,F§ 0.77 - 16 <br />1604 AO 6.85 5 <br />Fp <br />OM111401 LIM rum <br />Iffa <br />314 <br />❑ea01•Grff442M4r <br />Diarrierbd <br />11W, <br />665 <br />1112112POPAIrill <br />1660 <br />4 <br />2600 ga3 0.65 13 <br />4.1 <br />Partin! displaced Let Tummap <br />Y.141 <br />5 <br />10 ititi <br />I )Z <br />4.1$ <br />iciegAil 0.65 1 <br />4.21444 <br />CID <br />616 g, <br />1023 <br />0.64 5 <br />1023 6.84 1 <br />[rlaplaced WI Um <br />I I <br />41 jug <br />3 <br />Ralif18144 Qrppin3 LFTute <br />HA <br />Lit <br />12110 2.ga <br />1934 la <br />748 0 d4 <br />3506 IN <br />3103 1„E <br />WM 13N1 15 <br />P 506 5 <br />1014 gm 0.6'9 9 <br />614 IV1014 <br />-- <br />gkr <br />626 gla <br />Ppledlim u.Tum <br />ILI <br />49 g.Pi <br />1 <br /># <br />3.4 <br />21i <br />gl_111 <br />ME <br />War <br />FEW <br />10.58 greE 6.86 17 <br />15ii <br />P2nlM i44Q1lal U-T9In <br />NII=S <br />33 DV <br />3.7 if2i <br />0.02 <br />1813 Egg 6.65 7 <br />1 <br />MMr <br />LA <br />15115112111 <br />MTN <br />Lt. <br />2043 ILO 965 1 <br />Jarvis St. CAP -X PM -1 <br />Capacity Analysis for Planning of Junctions <br />Inpral Wari.iheel <br />HIGHWAY 10 ACCESS PLANNING STUDY <br />Jarvis St. CAP -X PM -2 <br />45 <br />Results; <br />Results <br />lot R'ioulidabo1rIs <br />1 <br />R rem o;0 <br />I4ett1 (North) <br />acyl$ 3 jEsel} <br />I46i 2 (.`703 <br />h <br />147 46 J {Wimp <br />Qwnll irk <br />LYN TIRO rap <br />CLW V`C <br />Re rrFinp <br />Aanilln0� <br />1 <br />U401 <br />44.4t <br />Lara 6' <br />14.41 <br />I4.52 <br />44.52 <br />Lem I <br />lama <br />1.4.0o1 <br />Lara a <br />Lary 2 <br />4.rn 3 <br />R4SW <br />i <br />1 <br />11 <br />p <br />2 <br />4 <br />2 <br />10 <br /># <br />0 <br />11.1 <br />11.2F <br />3.1 <br />1 X 1 <br />H.2Z <br />OM111401 LIM rum <br />1.11 <br />❑ea01•Grff442M4r <br />Diarrierbd <br />665 <br />1.91 <br />1660 <br />4 <br />151 <br />152 <br />51pgy POW <br />1.64 <br />5 <br />2 <br />I )Z <br />4.1$ <br />CID <br />8.i3 <br />t <br />3 <br />3.3 <br />am <br />ga <br />cla <br />LAI <br />W <br />203 <br />1.93 <br />1 <br /># <br />3.4 <br />21i <br />gm <br />$12 <br />la <br />' <br />15ii <br />0;07 <br />ass <br />o2 <br />0.02 <br />g <br />1 <br />MMr <br />3i'd <br />Lt. <br />LSI <br />g.21 <br />11.91 <br />a01 <br />kg <br />2 <br />oar <br />g @ <br />0,66 <br />1p <br />HIGHWAY 10 ACCESS PLANNING STUDY <br />Jarvis St. CAP -X PM -2 <br />45 <br />Results; <br />for IrilineI <br />3n!435 <br />1 <br />TYPE 13 !NTERCH4P$GE'. <br />Shad <br />erve. IrS <br />CLS Y C <br />7o.r1 ILo liv <br />0.19 3".0 <br />£ioCu. Li <br />w <br />Q4 Vic <br />az,.4;.a. 51 <br />CLW 9.0 <br />Lr. i1LI MEI <br />CLW V,'C <br />LYN TIRO rap <br />CLW V`C <br />esw0" <br />natio <br />Aanilln0� <br />10.1 <br />102 <br />Dimond <br />EX <br />33 0 61 <br />1922 O.35 <br />33 0.02 <br />1436 0.65 <br />33 $$T <br />7030 VI <br />13 <br />...1017 <br />0.01 <br />10 <br />1314 <br />17 <br />418 <br />21 <br />20 <br />536 <br />36 <br />1043 <br />Q$r <br />Ota <br />0.0[ <br />ooa <br />*2 <br />0.03 <br />4193 <br />4+gr <br />403 <br />15 Q,$ <br />1016 g111 <br />25 0.L <br />683 0.43 <br />27lea <br />100V A&"7 <br />5 0.0D <br />1004 063 <br />26 <br />0.02 <br />112 <br />11111 <br />6 <br />617 <br />0 <br />414 <br />491 <br />gang <br />003 <br />4.30 <br />4! <br />0_76 <br />0.03 [ <br />3.64 V <br />6.6"1 [ <br />6243 [ <br />0.02 [ <br />0.65 f <br />6.62 [ <br />1.61 <br />0.02 [ <br />3.113 r <br />i <br />1 <br />11 <br />p <br />2 <br />4 <br />2 <br />10 <br /># <br />0 <br />11.1 <br />11.2F <br />Paribs CI x fiefs <br />4LS <br />Y+ <br />13„1 <br />12.2 <br />OM111401 LIM rum <br />14_I <br />142 <br />❑ea01•Grff442M4r <br />Diarrierbd <br />1711 <br />1.91 <br />1660 <br />.1_31 <br />151 <br />152 <br />51pgy POW <br />.1tU <br />E1L <br />HIGHWAY 10 ACCESS PLANNING STUDY <br />Jarvis St. CAP -X PM -2 <br />45 <br />