The URL can be used to link to this page

Home My WebLink AboutEAST RIDGE - FDP - 33-98F - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY3: Vine & Timberline Recent PM 10/6/2006 � -• �� k-N t f ti 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations + 4* 4* + Sign Control Stop Stop Stop Stop Volume (vph) 70 168 61 40 146 9 110 197 71 4 127 35 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.85 0.85 0.85 0.86 0.86 0.86 Hourly flow rate (vph) 81 195 71 47 170 10 129 232 84 5 148 41 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 348 227 445 193 Volume Left (vph) 81 47 129 5 Volume Right (vph) 71 10 84 41 Hadj (s) -0.04 0.05 -0.02 -0.09 Departure Headway (s) 6.6 7.0 6.3 6.9 Degree Utilization, x 0.64 0.44 0.78 0.37 Capacity (veh/h) 501 450 538 442 Control Delay Is) 20.3 15.3 28.3 13.9 Approach Delay (s) 20.3 15.3 28.3 13.9 Approach LOS C C D B Intersection Summa Delay 21.3 HCM Level of Service C Intersection Capacity Utilization 82.9% ICU Level of Service B Analysis Period (min) 15 Matthew J. Delich , P. E. Synchro 6 Light Report Page 1 7 3: Vine & Timberline Recent AM 10/6/2006 "I t r �► 1 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4* + + + Sign Control Stop Stop Stop Stop Volume (vph) 20 90 74 75 119 1 38 51 20 6 184 47 Peak Hour Factor 0.94 0.94 0.94 0.85 0.85 0.85 0.94 0.94 0.94 0.85 0.85 0.85 Hourly flow rate (vph) 21 96 79 88 140 1 40 54 21 7 216 55 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 196 229 116 279 Volume Left (vph) 21 88 40 7 Volume Right (vph) 79 1 21 55 Hadj (s) -0.19 0.11 -0.01 -0.08 Departure Headway Is) 5.2 5.4 5.5 5.2 Degree Utilization, x 0.28 0.34 0.18 0.40 Capacity (veh/h) 636 618 578 648 Control Delay (s) 10.2 11.2 9.7 11.6 Approach Delay (s) 10.2 11.2 9.7 11.6 Approach LOS B B A B Intersection Summa Delay 10.9 HCM Level of Service B Intersection Capacity Utilization 53.0% ICU Level of Service A Analysis Period (min) 15 Matthew J. Delich . P. E. Synchro 6 Light Report Page 1 I APPENDIX C MATTHEW J. DELICH, P.E. 2272 GLEN HAVEN DRIVE LOVELAND, CID 80538 Phone: 970 669.2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 8/10/2006 Observer: Joe Day: Thursday Jurisdiction: Fort Collins R = nghtturn Intersection: Vine I Timberline S = straight t. = left th Irn MENEMII�O©©��0©©�0UK. =ME 0 44111,1N1INm®ONI II nlr =am 0®0MINEIMME® N"In 111® Iil"I111 ®©®®�N��'��NNNN�Nmm01�N!N;I�NI�NNI�ON�N�Ii III 9i1�INlllll� =MEN ©m0 ©mm i ®mON NNNNIk�NVNNI�!® INII IIINNIIINI 7:30.8:30 80 °'"0.79 211 109 c" �f `I, ^1#PHF 0.94 346 �0' 90 t"I! 184 751 1hg' tss 379 0.94 0.81 ®0®�NN�NN,��NN�ICN©00�IINlN.��I N®®®0 � N�N�i!!NI�O®Obi!I�l�I��INIIi��I!��'�''�°�I'nllNNn 11� ,�I�00©!�!llNn��!N��I��N�!INIR��"�INNI!IIN II I Ilnlllln II m0®�NNNN'��!N�!cNNO®0 ! EQ 11�N�'I�it�:sm®0 4:30.5:30 E +N6,'� 1,,11I 1�1J1,, 378 I 111�� 166 PHf I I 0.81 0.86 544 299) f{! 195 0.86 0.86 494 APPENDIX B 3 m PROJECT NOTES u,, ;,�:�"". .m.Ymn....v.n.m4..Y....n,Ym.e..Y..w.,.n, n wr.w,.....�.n.......r.....�. mw.Mr{..,w.:�u.`rWn':Iw:,M:mw'Y'n^0i.r"'.w."'-w..r'1tl�°rW.n�gYu� ww�..wlm4 , u�wnrluN4sme e,mr.vmm�.uvlmiu.+..munn �w I.Y.mrus Vrr.mxnmwNnwur,...nrauwY�wsmq. -m�MM11,nm�iva�nimxmMMuwvjN�Or Muwer� W-�-�w K• Mw4n Wrn.snvxwr.nmunn.. V..,afTH � ou. m.Nnwmm� I.WrnAMC I"ti•tWeYrpv: N.M YMe�[M MMT1iTi lnA.W� IIIr~YY <.wnu,sam.,s,., u,rr..n..wwY.wwnw NW um..eP Mr rx�i:,"mir^:.ai^ rwr..m,wne,suswun Y.wmusY,nv.n.Wl.Wn.O„u.,�ww,mr.-.s _ _ .� stnY s W � u.ew r.P M.rPs .,rm WnI.,�..s,r.�Irvr.Ws�i �l~i� auiiliwwwoisuu -VNVM wnwunru+sr..epnur...vm wl�nun 9n Ywr.rY SIGHT DISTANCE EASEMENT RESTRICTIONS iu .w.urwu,.n. .m ... .0 w •. NInCN4�:pm�nm ie�mMln: w`ofiA :i gl:mr:NYwrn�iP:.,.MP N.;m.�:1::'."I,N..,.,,....".............n.,.,..r.............w.....m,........ �...r.m.e...rnrnw.,Yr LAND USE TABULATIONS L.nG U.s TrmM1 net Indutl.! Y+OM1 PpP 4PWaWNIVPO W4 intl.nern YT OL 1C IIMN. V� ��~ IA1�l Mr.ruwl ie1CIhY W.4w Yn1 ,.. K. ]]'IY. wl 6b CevNme ^^^`-+ rNrc TeN PAP /,r.. Tmu1.Mn.IM.P w-N.w.Nn o-Pl4. N,11:, 4N.uw 9oM OILnM1eIxY OVERALL SITE PUN W ft OT Iw.w NNo 0EOn 0010711 am" SP-2 OF B APPENDIX A TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM. TimberlineNine (all -way stop) EB LT/T/RT B C WB LT/T/RT B C NB LTIT/RT A D SB LTIf/RT B $ OVERALL B C 20/70 90/168 —�► 74/61 1/9 —119/146 75/40 Vine o r r- rn ti M � N � AM/PM RECENT (2006) PEAK HOUR TRAFFIC Figure 1 DELICH ASSOCIATES Traffic & Transportation Engineering A.�l L 2272 Glen Haven Drive Loveland, Colorado 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 �71 r IvINf 10):1:\:1�17 MI TO: George Hart, PLS Homes Eric Bracke, Fort Collins Traffic Engineer FROM: Matt Delich DATE: October 6, 2006 SUBJECT: East Ridge Development - Traffic analyses (File: 0245ME04) The East Ridge development plan has been revised. The new site plan is provided in Appendix A. In a meeting on August 8, 2006, Eric Bracke requested a new traffic count at the Timberline/Vine intersection and a trip generation comparison of the new plan versus that in the "East Ridge Transportation Impact Study," (TIS) February 2003. If the trip generation for the new plan was lower, then a brief memorandum would be required. This memorandum documents the analyses. New peak hour traffic counts at the Timberline/Vine intersection were obtained in August 2006, as shown in Figure 1. Raw traffic data is provided in Appendix B. With the all -way stop sign control, this intersection operates acceptably as forms are provided in Appendix C. of the approach volumes at this counted in January 2005. reflected in Table 1. Calculation It should be noted that the total intersection is lower than that The new preliminary development plan (PDP) for East Ridge shows 394 dwelling units. The trip generation for this PDP is 3770 daily trip ends, 296 morning peak hour trip ends, and 398 afternoon peak hour trip ends. From the cited TIS, the trip generation for the First Filing was 4100 daily trip ends, 316 morning peak hour trip ends, and 392 afternoon peak hour trip ends. The daily trip generation of the new PDP will be 330 trip ends lower. The peak hour trip generation will be 20 trip ends less in the morning peak hour and 6 trip ends more in the afternoon peak hour. Full development of the new East Ridge plan will generate 8490 daily trip ends, 531 morning peak hour trip ends, and 779 afternoon peak hour trip ends. From the cited TIS, the trip generation for full development of East Ridge was 8310 daily trip ends, 646 morning peak hour trip ends, and 832 afternoon peak hour trip ends. The daily trip generation of the new plan for East Ridge will be higher by 180 trip ends. The peak hour trip generation will be 115 trip ends and 53 trip ends lower in the respective peak hours. It is concluded that the cited TIS (of record) adequately addresses the traffic impacts of the new East Ridge plan.