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CONCEPTS CONSIDERED <br />Capacity Analysis for Planning of Junctions <br />tnpuI Warkshvei <br />t <br />9.1 <br />R2 <br />9.3 <br />1E4 <br />17116 Of <br />rtcx•rois 11, <br />IX1 <br />1 2 <br />Results tar Roundabouts <br />ions 1 {Fiord. Boni 3 (Emil Zoo* 2 d°Sowh) 2or1r 4 tw• I: <br />Linn. Lrm1 Lrn41 Imm1 Lase2 Lr1r1 Um. front 51111 Um, Lrnr1 4 1 <br />719 351 <br />0011 2 EN 11-s5' <br />I L15 ill <br />1 TYRE 11F INTEFICHANCE <br />1a.1 <br />Mumma <br />19.7 <br />11,1 <br />Nola! Clovallos1 <br />11.2 <br />11.1 <br />0.1ipiscedLai Tum <br />15.2 <br />11 Double Crossover <br />11.2 Diamond <br />15.1 <br />SYrgis Palti <br />15.2 <br />V- <br />JAI <br />Unarm xa <br />Rills <br />2.13 2.6T 7.39 <br />3.63 <br />La .a I2.146.94 <br />cjij g js 7 7,dig 27.1 <br />QA En2 $Q$ .1 •. <br />5. <br />2.... 1 ,lrrt n 3 .sawiN <br />Vent <br />CLV V°C CLV Y C CLV Y C CLV Y°C CLV CLV Y�C <br />N•`u. 345 R.22 65T 17.41 <br />E-Nf 1261 Q.T9 1459 0.94 <br />11-S ?74 012 571 5175 <br />r..-W 740 17.J9 ass 0.54 <br />N•S 5116 0.37 599 0.37 151 0.09 161 0.10 <br />1.273 17ii ],E 11246 17 12a1 <br />ti-Q 215 2..11 386 1t2.4 366 2,12 149 eso via Q. !Go ¢,1$ <br />E-W 1297 d,90 2i1W 1,74 iiWikig 1265 6.79 1304 4.62 <br />11.5 217 0_14 352 0.24 136 009 <br />12a7 LER 1763 1i1 911 0_5? <br />Mang <br />3 <br />2 <br />Thurston Ave. CAP-X PM-2 <br />This section provides a full description of the various improvement concepts identified for each of the three ap- <br />proaches in each subarea. Graphics illustrating each of the projects identified below are included in Appendix D. <br />Please note these graphics are reflective of a snapshot in time. The concepts were shared at the project's second <br />open house on February 26, 2014. Final study graphics are included later in the study report. Project numbers <br />reported in the sections below correspond to the graphics included in Appendix D; however, project numbers <br />were not carried beyond the concept screening phase. <br />Subarea 1 - Ramsey West <br />The CAP-X initial screening analysis showed volume levels low enough in this part of the corridor at both Jarvis <br />St. and Alpine Dr. for at -grade intersection improvements to provide acceptable capacity. <br />HIGHWAY 10 ACCESS PLANNING STUDY 43 <br />