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Home My WebLink AboutBANK OF COLORADO - PDP - 16-03 - SUBMITTAL DOCUMENTS - ROUND 2 - TRAFFIC STUDYHCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 4/15/2003 Analysis Time Period: am n Intersection: Lincoln/East Property Access Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: short on otal Project ID: 0328 East/West Street: Lincoln Avenue North/South Street: East Property Access Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 1 4 5 6 L T R I L T R Volume 35 605 795 15 Peak -Hour Factor, PHF 0.97 0.97 0.95 0.95 Hourly Flow Rate, HFR 36 623 836 15 Percent Heavy Vehicles 2 -- -- -- -- Median Type TWLTL RT Channelized? Lanes 1 1 1 0 Configuration L T TR Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 1 10 11 12 L T R I L T R Volume 40 105 Peak Hour Factor, PHF 0.95 0.95 Hourly Flow Rate, HFR 42 110 Percent Heavy Vehicles 2 2 Percent Grade (%) 0 0 Median Storage 1 Flared Approach: Exists? Storage RT Channelized? No Lanes 1 1 Configuration L R Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 1 7 8 9 ( 10 11 12 Lane Config L I I L R v (vph) 36 42 110 C(m) (vph) 788 258 363 v/c 0.05 0.16 0.30 95% queue length 0.14 0.57 1.25 Control Delay 9.8 21.6 19.2 LOS A C C Approach Delay 19.9 Approach LOS C HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: �4 5/2003 Analysis Time Period: " m Intersection: Lincoln/East Property Access Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: short ong total Project ID: 0328 East/West Street: Lincoln Avenue North/South Street: East Property Access Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 1 4 5 6 L T R ) L T R Volume 105 490 345 40 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 110 515 363 42 Percent Heavy Vehicles 2 -- -- -- -- Median Type TWLTL RT Channelized? Lanes 1 1 1 0 Configuration L T TR Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 1 10 11 12 L T R ) L T R Volume 10 25 Peak Hour Factor, PHF 0.95 0.95 Hourly Flow Rate, HFR 10 26 Percent Heavy Vehicles 2 2 Percent Grade (%) 0 0 Median Storage 1 Flared Approach: Exists? Storage RT Channelized? No Lanes 1 1 Configuration L R Approach Movement Lane Config v (vph) C(m) (vph) v/c 95% queue length Control Delay LOS Approach Delay Approach LOS Delay, Queue Length, and Level of Service EB WB Northbound Southbound 1 4 1 7 8 9 1 10 11 12 L I I L R 110 10 26 1154 328 664 0.10 0.03 0.04 0.32 0.09 0.12 8.4 16.3 10.6 A C B 12.2 B TABLE 6 Long Range (2023) Total Peak Flour Operation httersecon Movement of Service APB AM PM Lemay/Lincoln (signal) EB C D WB C D NB B C SB B C OVERALL B C Lemay/Vine Ramp (signal) WB C C NB B B SB C C OVERALL C C Lemay Ramp/Vine (signal) EB B B WB B A SB C C OVERALL B B Lincoln/East Property Access Drive (stop sign) SB LT C C SB RT B C SB APPROACH B C EB LT A A Lemay/Site Access (RT-in/RT-out) WB RT A B 19 Designed by the City of Fort Collins Vine -wa - Denotes Lane fSite Access I� Lincoln A& N LONG RANGE (2023) GEOMETRY Figure 11 R A& m U N CO to �— 265/340 585/475 LOf r o IL�**., to 0 r' oOv � N 700/610 f ---w-660/595 Vine 150/205 4651790 —� --w— AM/PM Rounded to Nearest 5 Vehicles 10/15 m 0 Site Access N ov o Q o a0 ,n rn Ln m N T O rn � o n w T J T N 130/355 f— 185/390 551155 N o 40/15 345/795 35/165 --"' ) t r ` 105/35 Lincoln 235/300 o uO 490/605 —+► 65/125 co c� N o ` T 0 LONG RANGE (2023) TOTAL Figure 9 PEAK HOUR TRAFFIC APPENDIX C m N J LO O O O LO N 6 a 105/195 t° + 265/210 75/50 40/115 Vine 155/285 —► o 90/100 co 0 rn N r AM/PM Rounded to Nearest 5 Vehicles 10/15 t Site Access CIF 0 0 N � •c O N m 10 10 � N 90/250 + 130/275 N LO f 40/1'10 - I � /r �10 �- 250/620 20/115 —� � f Lincoln r , 20/20 165/210 — 0 LO 410i430 —� C 45/85 U') c Lo SHORT RANGE (2005) TOTAL Figure 8 PEAK HOUR TRAFFIC APPENDIX B Rw RouZ._ . ' •1 Fir 'Sq. t BAI K .DF COLORADO ti SITE 1 c l V v 471' 0 — .. Y LINCOLN AVE, 364' V 1 T O \ �. 0 t EXISTING DRIVE CENTERLINE /((( North Star Data ./5/03 S4U. e ft- aesipn, Inc. a BANK OF COLORADO SCOW. 1• - sm, t1:::rwdm UAI r►v ; Mew�. Wrv.ds ea6eo ACCESS DRIVE i 'II�M: t7DlM41R7Y o..lge.a ex 1 or , fa Y10MLtt1� tYew sr. 1t11 APPENDIX A MEMORANDUM co 0 CO o TO: Dan Bernth, Doberstein Lemburg Commercial, Inc. ' Ln Tricia Kroetch, North Star Design 0 0) CD City of Fort Collin a CD oFROM: Matt Delich �7 U • x DATE: August 11, 2003 o LL J SUBJECT: Bank of Colorado PDP Transportation Impact Study - oResponse to staff comments (File: 0328ME01) J • CD w N In a letter dated June 6, 2003 from Ted Shepard to Dan Bernth, Q m a revised TIS (memo form) was requested by Eric Bracke. That memo 0 CD was to reflect right-in/right-out/left-in access to Lincoln Avenue in W o the short range future and right-in/right-out access to Lincoln a Avenue in the long range future. The "Bank of Colorado, NE Quadrant = of Lemay/Lincoln Intersection Transportation Impact Study," May 2003, W z reflected full movement access to Lincoln Avenue in the short range 0 future, and right-in/right-out access to Lincoln Avenue in the long N n range future with a full movement access through the property to the r east. N Since the time that the request for the memo was made, a plan providing access through the property to the east was worked out. A schematic of that plan is provided in Appendix A. This plan would be implemented in the short range future. Right-in/right-out access would continue directly to the site from Lemay Avenue. The direct access to the site from Lincoln Avenue will be eliminated. The full movement access to Lincoln Avenue is located 471 feet east of Lemay Avenue (on -centers). This distance is sufficient to provide a westbound left -turn deceleration/storage lane approaching Lemay Avenue and an eastbound left -turn deceleration/storage lane Wapproaching the proposed access drive using the posted speed on Lincoln Avenue. These left -turn lanes can be striped in the center CL O of Lincoln Avenue east of Lemay Avenue. A new Short Range (2005) z FE Total Peak Hour Traffic, Figure 8 is provided in Appendix B. The key w intersections will operate acceptably as indicated in Table 5 of the z TIS. New Long Range (2023) Total Peak Hour Traffic, Figure 9 and Vz Long Range (2023) Geometry, Figure 11 are provided in Appendix C. J W The key intersections will operate acceptably as indicated in a new W o Table 6, which is also provided in Appendix C. a It is concluded that all of the key intersections will operate w acceptably in the short range future with the revised access scheme. z Left -turn lanes can be provided on Lincoln Avenue, between Lemay a Avenue and the proposed access drive. In the long range (2023) Fes- future, all key intersections will operate acceptably. W a3 U L= LL Lr r Q a�