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HomeMy WebLinkAboutODELL BREWING CO. EXPANSION - MAJOR AMEND./REPLAT - 21-08 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYPedestrian LOS Worksheet Project Location Classification: Transit Corridor Description of Destination Level of Service (minimum based on project location classification) Applicable Destination Area street visual Area Within 1320' Classification �irec Hess Continuity C oseet interest & Security Amenities 1 Residential and Recreational to the west Residential/ Recreational Minimum B B B C B Actual A E B C B Proposed A B B C B 2 Minimum Actual Proposed 3 Minimum Actual Proposed 4 Minimum Actual Proposed 5 Minimum Actual Proposed 6 Minimum Actual Proposed 7 Minimum Actual Proposed 8 Minimum Actual Proposed 9 Minimum Actual Proposed 10 Minimum Actual Proposed 31 Cc 1 I is r L 30 I is r L 30 is r L 30 < * i N Vine Drive B ham Street m c N Q m E CO sfr� c* �f c N Q rn N ' U Brewery Expansion Mulberry Street Pedestrian Influence Area SGALL: 1"=1 UUU' ail APPENDIX F aF • , e HCM Unsignalized Intersection Capacity Analysis 5: Lincoln Avenue & Links-N-Greens Short Total PM Movement EBT EBR WBL WBT NBL NBR Lane Configurations '* 4 Y Sign Control Free Free Stop Grade 0% 0% 0% Volume (veh/h) 366 2 1 466 1 1 Peak Hour Factor 0.85 0.85 0.93 0.93 0.85 0.85 Hourly flow rate (vph) 431 2 1 501 1 1 Pedestrians Lane Width (ft) Walking Speed (f /s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 433 935 432 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 433 935 432 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 100 cM capacity (veh/h) 1127 294 624 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 433 502 2 Volume Left 0 1 1 Volume Right 2 0 1 cSH 1700 1127 400 Volume to Capacity 0.25 0.00 0.01 Queue Length 95th (ft) 0 0 0 Control Delay (s) 0.0 0.0 14.1 Lane LOS A B Approach Delay (s) 0.0 0.0 14.1 Approach LOS • B Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 35.3% ICU Level of Service A Analysis Period (min) 15 Joseph Matthew J. Delich , P. E. a7 N C oto U Z o a ` v O LL 0 Z W N > Y a � V = L: d c O N Uz°�°d, W � N � c > LL � w (-) 0 S = Wuj r J _ W c Q N O O ��OJo. � N N 40 CZ, T ca J a_o d 3 a 0 O W 0 — M to E O O O M I tR N O N YI M tD tID t0 O p�d M le N O N d w 0 o v°fi m e r�`i m u c J 7 O n V tti m �n v yyd r d J c N W O p� 0 0 0 r• N O r c p q O O O O O o = r w 0 C .'J .On N O O O o o O t 3 O fyA J O O O O O O d r Y C J Q� ++ N 0 0 0 0 0 0 = J O 0 0 0 0 Fm l! V A W t0 OD a mr_ f-. IRMO Iloilo Iloilo 111111 MMM000 mamamm mammma 0�mmmM 0000- 0000 emmem � mii � 1111111 �iimmiIloilo d mO N O h M 0 ,ck r O N C_ ~ O U Z t: o O w () o LLJ y J U Ld W U N Oo —y icon LL! °E' U ZaoN > L C W > uU LL. C) 3 C G= Z o O J Z QQ WSJ J .. Q N 0 t J L c a O N w Q N N C J co � S 1 H m .1 tya 0 O to r co N o- Q M 1, N O N N — N to to go w p qO Cl) t— N O T tl) c `S to to to m ti r o r•°- � o n m In m u c J yOf 0 0 0 0 C O J 0 O A abD T b t�ri 1l U C J v � c in r m w co Q W O 0 c o m 0 0 0 o v d 0 C a y O y J O O O o O N pO O O O O O H V of C O � y t C O Z J OE r T M r N N r N O r M r t0 to r O t0 r N O N d' N F to co r O Ln r T m A m T T u� O O O O O O V a 4f1 N h APPENDIX B 1 "BV 1 Vl 1 Matt Delich From: "Brendan McGivney" <brendan@odellbrewing.com> To: "David Kasprzak" <dkasprzak@bhadesign.com>; "Matt Delich " <matt@delichassoc.com> Cc: "Bruce Hendee" <bhendee@bhadesign.com> Sent: Monday, June 23, 2008 5:33 PM Subject: RE: Odell Traffic Impact Memo Info David, The only clarification I would make is that the 5 employees you have coming in at 5:00 am actually arrive between 5:00 and 7:00. Thanks, Brendan From: David Kasprzak [mailto:dkasprzak@bhadesign.comj Sent: Monday, June 23, 2008 4:43 PM To: Matt Delich Cc: Brendan McGivney; Bruce Hendee Subject: Odell Traffic Impact Memo Info Matt- Please find below some additional traffic information regarding the Odell Brewing, Co expansion project. n., Based on this morning's meeting tVdaileaks ct anticipates within the next five -years the following traffic numbers: • 10-in and 10-out daily trips semi -trailer trucks and small wholesale delivery trucks • Daily tap room visitors with between 4 and 6pm and weekly peak volumes on Thursday and Friday with 70 visitor parking spaces. available. • Growth to approximately 45 total employees including 4-6 off -site employees. (Currently 38 employees) o w/ approximately 5 arriving to work before 5 am daily (:5*-7 A"^% o majority of employees arrive between 7-9 am daily • Closed Sunday . • Production employees do not work on Saturday. Please call Denise Weston to discuss the pedestrian and bike LOS information she will be looking for in the impact study. Brendan/Bruce- Please add any information I may have left out. Regards, 2 (P �c 4)GeA rr0<) David 10 7N !gal 6ACO P6xe Ueu2 David Kasprzak - ASLA BHA Design Incorporated ((�� 1603 Oakridge Drive (.�P i 6om, Fort Collins, Co. 80525 phone:970.223.7577 �qH -�,Q�Su�(; 50� of ViSkro� �iai'-Kim fax: 970.223.1827 70 X 0, b= 3 S /w C 3 S out' www.bhadesign.com X)E w 0YCCs - 4 S -- 38 7 6/24/2008 S gin og NVId 311S AlIVN1 1321d s T [ITI I rn TTMm f¢ rmortual i' Live Search Maps Eart% 2 17 14 My Notes CA"J'r st 1s J ® E Vine Dr 0 Andersonville o Carty St�(I( f II Buckingham Z Fort CoN'ina! _65 -P, y,w --E Mtl!bPAY St"An _ _ k PWm st r NEW! Try Live Search 411 i" l I'll Dial 1-000-CALL-411 for latest info W Prospect Rd m L A R ! 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Mx.}IM 91� N naroel:y sl E hole's, 0 I �YiR/a'�i e h Chapter - Attachments Attachment A Transportation impact Study Base Assumptions Project Information Project Name C)Z)CLt-S (J (euW P-Y CK PA'U S r bk) Project Location o f ®t2ta op TIS Assumptions Type Y of Stud Full: A f 0 Inte Late: uCcr U Study Area Boundaries North: r i"G L r.veo6a South: S , r6-L,.ury East: Lsry .r �rVC-r</A West:A,67S7 �rv��.I Y Study Years Short Range: 2 0 t -j Long Range: Future Traffic Growth Rate Z �0;1 �tA� Study Intersections 1. All access drives 5. 2. 6. 3. 7. 4. 8. Time Period for Study AM: 7:00-9:00 PM: 4:00-6:00 Trip Generation Rates om'sLL S Trip Adjustment Factors Passby: A Captive , IA Market: N/!/i Overall Trip Distribution S A+AkS CSEEu�H Mode Split Assumptions AJ/A Committed Roadway Improvements No T A, Az<g' op- A-4) Y Other Traffic Studies x)o -c A ram+ 67 o P-A--)Y Areas Requiring Special Study Date: J U C Y Z Traffic Engineer: Local Entity Engineer: �Jf's ,03®C IAzCs Page 4-34 Larlmer County Urban Area Street Standards— Repealed and Reena=80 Apm 1, LvvI Adopted by Larimer County, City of Loveland, City of Fort Collins APPENDIX A do - Denotes Lane SHORT RANGE (2013) GEOMETRY N Lincoln Avenue Figure 8 -.-W— 284/466 I� " 8/25 2/1 J 285/463 363/366 — (� 4/13 4/2 I I 359/354 i .- o N C N N N (� o 'U Y o C J f AM/PM SHORT RANGE (2013) TOTAL PEAK HOUR TRAFFIC 9/1 352/387 - — A& N 16/2 292/481 Lincoln Avenue Figure 7 TABLE 4 Short Range (2013) Total Peak Hour Operation Intersection- Movement Level of Service " AM pM Lincoln/Odell Brewery East Access (stop sign) EB LT/T A A SB LT/RT g C Lincoln/Odell Brewery West Access (stop sign) EB LT/T A A SB LT/RT B C Lincoln/Links-N-Greens (stop sign) WB LT/T A A NB LT/RT g B 0 N o r� 9/0 0 0 + 282/464 2/1 210 352/369 —► r- o 4/2 o 0 Lincoln Avenue AM/PM SHORT RANGE (2013) BACKGROUND PEAK HOUR TRAFFIC 4- N CO o 1/15 293/456 2/17 —� 350/360 — Figure 6 N L,N z(n Q)� N U L. U coQ CO Q Y T A, V W O� T CU v W Iq V co 00 n 8/25 C14 /25 1 � 1 n Lincoln Avenue � 8 /25 4/13 9/1 9/1 — 2/34 — f AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 5 s� (V(n CO mQ mQ O0 W O� SITE 35% Lincoln Avenue c � 0 o 'U w o TRIP DISTRIBUTION A& N 65% Figure 4 N SCALE 1"=100' LINCOLN .-AVENLIE SITE PLAN Figure 3 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Lincoln/Odell Brewery East Access (stop sign) EB LT/T A A SB LT/RT B C Lincoln/Links-N-Greens-Odell Brewery West Access (stop sign) EB LT/T/RT A AWB LT/T/RT A A NB LTlf/RT B B SB LTIf/RT A C TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate T.P. Rate In Rate Out Rate In Rate Out Trucks 20 1 1 1 1 Tap Room -Visitors 35 35 110 Employees (Light Ind.) 45 Emp. 6.97 314 0.81 36 0.11 5 0.12 5 0.86 39 Total 37 6 41 75 M _N o 1 9/0 � 254/421 1-- 2/1 2/0 T 319/335 — o 4/2 --- o 0 Lincoln Avenue ---a— AM/PM RECENT PEAK HOUR TRAFFIC (DCn 3 m N U m Q N w (6 O W 2/17 317/326 1/15 �— 265/413 Figure 2 SCALE: 1 "=1000' SITE LOCATION Figure 1 Currently, this area is served by Transfort Route 14. The Fort Collins Long Range Transit System Map shows that in the future, there will be 20 minute high frequency service on Lincoln Avenue in this area. However, this service will not occur within the short range future time period that is reflected in an intermediate transportation impact study. It is expected that transit level of service will be acceptable. It is concluded that, with the development of the Odell Brewery Expansion, the future level of service at the key intersections will be acceptable. The recommended geometry is shown in Figure 8. The level of service for pedestrians will be acceptable, when a sidewalk is installed to the Buckingham Park. The bicycle level of service and transit level of service is acceptable. Calculation forms are provided in Appendix E. The Lincoln/Odell Brewery East Access, the Lincoln/Odell Brewery West Access, and the Lincoln/Links-N-Greens Access intersections will operate acceptably during the peak hours with the existing geometry. Figure 8 shows the short range (2013) geometry at the Lincoln/Odell Brewery East Access, the Lincoln/Odell Brewery West Access, and the Lincoln/Links-N-Greens Access intersections. Larimer County Urban Area Street Standards (LCUASS) were considered for auxiliary lane requirements. Based upon Figure 8-4 in LCUASS, right - turn lanes on Lincoln Avenue approaching the access driveways are not required. Based upon the nomographs in Figure 8-1 in LCUASS, left - turn lanes are not required at any of the key access driveways. However, since Lincoln Avenue is classified as a four -lane arterial, a note on Figure 8-1 in LCUASS indicates that left -turn lanes are required at all intersections and all -movement accesses on arterial roadways. However, since the key intersections along Lincoln Avenue operate acceptably, it is suggested that Odell Brewing Company negotiate a cash in lieu arrangement for the left -turn lanes. Then left -turn lanes can be incorporated into Lincoln Avenue when it is improved to its arterial cross section. An access spacing variance is required along Lincoln Avenue. As shown, these intersections will operate acceptably as full movement intersections. With the Odell Brewing Expansion the intersection spacing will be as follows; 1) The Lincoln/Odell Brewery East Access intersection will be 328 feet east of the Lincoln/Odell Brewery West Access intersection; and 2) The Lincoln/Odell Brewery West Access intersection will be 72 feet east of the Lincoln/Links-N-Greens intersections and 248 feet east of the Lincoln/3"' intersection. Based on The LCUASS the intersection spacing on Lincoln Avenue should be 460 feet. It is respectfully requested that the spacing variances for these intersections be granted. The project civil engineer has prepared a formal variance request. The Odell Brewery Expansion site is in an area within which the City requires pedestrian and bicycle level of service evaluations. Appendix F shows a map of the area that is within 1320 feet of the Odell Brewery Expansion. The Odell Brewery Expansion site is located within an area termed as "transit corridor," which sets the level of service threshold at LOS B for all measured categories, except "visual interest and amenities" which is LOS C. There is one destination area within 1320 feet of the proposed Odell Brewery Expansion: 1) the residential neighborhood and Buckingham Park to the west. This development will need to make a pedestrian connection to the west to the Buckingham Park. Appendix F contains a Pedestrian LOS Worksheet. Based upon Fort Collins bicycle LOS criteria, there is one destination area within 1320 feet of the Odell Brewery Expansion. This destination is Buckingham Park. There are bicycle lanes on Lincoln Avenue which connects to Buckingham Park. The bicycle level of service is LOS B. current peak hour operation of the Lincoln/Odell Brewery East Access and the Lincoln/Links-N-Greens-Odell Brewery West Access intersections. Calculation forms are provided in Appendix C. A description of level of service for unsignalized intersections from the 2000 Highway Capacity Manual and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix C. The Lincoln/Odell Brewery East Access and the Lincoln/Links-N-Greens- Odell Brewery West Access intersections operate acceptably during the peak hours. The Odell Brewery Expansion site is in an area termed "all other areas." In areas termed "all other areas," acceptable operation at unsignalized intersections during the peak hours is defined as level of service E or better. In urban and urbanizing corridors, delays commensurate with level of service E are typical for minor street left -turns at stop sign controlled intersections along arterial streets during the peak hours. These delays are generally accepted by the traveling public. Figure 3 shows the site plan for the Odell Brewery Expansion. The Odell Brewery Expansion will reconfigure the existing parking lots so the visitors and most of the truck parking will use the west site access and most of the employees will use the east site access. The west access will be moved approximately 40 feet further east from its current location. Trip generation was based on the total anticipated employees, trucks, and visitors to the site. Table 2 shows the total trip generation for the Odell Brewery site. Review of the existing counts at the Odell Brewery accesses indicates that .this trip generation seems to be a good estimate of the existing and proposed traffic to/from the site. The trip distribution for this site is shown in Figure 4. The trip distribution was determined using the existing traffic counts and engineering judgment. Figure 5 shows the site generated traffic assignment of the Odell Brewery Expansion. Figure 6 shows the short range (2013) background peak hour traffic at the Lincoln/Odell Brewery East Access and the Lincoln/Links-N-Greens-Odell Brewery West Access intersections. Background traffic volume forecasts for the short range (2013) future were obtained by reviewing historic counts in the area. Table 3 shows the short range (2013) background peak hour operation at the Lincoln/Odell Brewery East Access and the Lincoln/Links-N-Greens -ode ll Brewery West Access intersections. Calculation forms are provided in Appendix D. The Lincoln/Odell Brewery East Access and the Lincoln/Golf Course -Odell Brewery West Access intersections will operate acceptably with the existing geometry. Figure 7 shows the short range (2013) total peak hour traffic at the Lincoln/Odell Brewery East Access, the Lincoln/Odell Brewery West Access, and the Lincoln/Links-N-Greens Access intersections. Table 4 shows the short range (2013) total peak hour operation at the Lincoln/Odell Brewery East Access, the Lincoln/Odell Brewery West Access, and the Lincoln/Links-N-Greens Access intersections. z DELICH ASSOCIATES Traffic & Transportation Engineering �� L 2272 Glen Haven Drive Loveland, Colorado 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 �7 1 r TO MEMORANDUM Brendan McGivney, Odell Brewing Compan David Kasprzak, BHA Design Incorporate Nick Haws, Northern Engineering City of Fort Collins FROM: Joe/Matt Delich DATE: July 17, 2008 SUBJECT: Odell Brewery Expansion Transportation Impact Study (File: 0864ME01) This memorandum addresses the transportation impacts of the proposed Odell. Brewery Expansion. The Odell Brewery Expansion is an expansion to the existing Odell Brewing Company located along Lincoln Avenue, east of 3rd Street, in Fort Collins. The site location is shown in Figure 1. The Odell Brewery Expansion is an expansion onto the west side of the existing building. The scope of this study was discussed with the Fort Collins Traffic Operations Engineer and Denise Weston, Fort Collins Transportation Planner. A brief memorandum was requested. The Base Assumptions form is provided in Appendix A. There are no sidewalks along Lincoln Avenue near the Odell Brewery Expansion site. There are bicycle lanes along Lincoln Avenue. Lincoln Avenue is a two-lane street and has a posted speed of 35 mph. Lincoln Avenue is classified as a four -lane arterial according to the Fort Collins Master Street Plan. Currently, there are no left - turn and right -turn auxiliary lanes along Lincoln Avenue near the Odell Brewery site. The Lincoln/Odell Brewery East Access intersection is a stop sign controlled T-intersection with the Odell Brewery East Access being stopped. Currently, some employees are parking in the dirt lot at the proposed expansion site. The existing access (Odell Brewery West Access) to this lot is slightly offset, approximately 30 feet, from the Link-N-Greens Golf Course access. The Lincoln/Links-N-Greens-Odell Brewery West Access intersection is a stop sign controlled intersection with the Links-N-Greens-Odell Brewery West Accesses being stopped. Figure 2 shows recent peak hour counts at the Lincoln/Odell Brewery East Access and the Lincoln/Links-N-Greens-Odell Brewery West Access intersections. The count data at Lincoln/Odell Brewery East Access and the Lincoln/Links-N-Greens-Odell Brewery West Access intersections were obtained in July 2008. Raw traffic data is provided in Appendix B. During the count, it was observed that there were a number of bicycles using Lincoln Avenue. Table 1 shows the