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Home My WebLink AboutHOUSKA AUTOMOTIVE EXPANSION - BDR - BDR150010 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY� �.. �. � � �. HOUSKA AUTOMOTIVE EXPANSION TRANSPORTAT`ION IMPACT Sl'UDY FORT COLLINS, COLORADO NOVEMBER 2015 Prepared for: � �. �_ � F.' i T �. � � { �. Houska Automotive 899 Riverside Ave�ue fort Collins, CO 80524 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 / , / � � � -'/ / . � ' Project #1552 h f y.. .:v M� + �4 ` �. � .� ;� ti � •.t�+ �..!-,. � . � _r �� , 1 � t�� f � � �: n,Z�.,��a�� r �, �� ,,,< . x},'+'�`�'�� c 1 ..:. �� ^tic:>.._ .::yl;�..�:,,.��:_..:'-i' L� �� TABLE OF COfdTENTS I. INTRODUCTION ........................:...:...:..:.................................................................... 1 II. EXISTIIdG COPIDI�IONS .............................................................................:..:...:..... 2 � Land Use ............................................................................... ....:.. :..... ..._.... ......:...:. 2 Roads..............................................................................................................:...:..:...:..::. 2 ExistingTraffic .....:.......................................................................................................... 2 � Existing Operation :.......:..............................................................................._.....:............ 6 PedestriansFacilities...:...:..-� ..................:................................................_......._.........._...6 Bicycle Facilities ...................... •--...--- .... ..... ..... .............. 6 � Trahsit Facilities ......................... - ...... .... ... . ..... . ... . .................. 6 III. PROPOSED DEVELOPnAENT ..............................................................:....:..:.......:.. 9 � Trip Generation ,., .............................................._.........................._.........................,...,.... 9 TripDistribution ....:...:...................................................................................................... 9 Background Traffic Projections ........:..........:...................................................._............ 12 TripAssignment ...................................:......:.................�---............................................ 12 _ Signal Warrants ..............................................:...:...:..................:...:.............................. 12 Geometry........................................................:...........:......:.......:..: �..--.......................... 12 OperationAnalysis ................._.............................................. ...... ...,.... _ :... _.,:.... 15 Pedestrian Level of Service .............................................._...................... .... ....... 17 Bicycle Level of Service :._ :....:...:................................................................................... 17 TransitLevel of Service .....:...:.......:..:..................._...._................-�---•-•--......................... 17 � IV. CONCLIJSIONS/RECOflAiYiENDATIO1dS .......................:...:.................................. LIST OF TABLES �. 1. Current Peak Hour Operation :.......................:...:...................................................... 8 2. Trip Generation .......................................................,.....,...:...:................................. 9 3. Short Range (2020) Background Peak Hour Operation;.......:.. .,..: ......................... 18 � 4. Short Range (2020) Total Peak Hour Operation ......................................:.............. 19 � O —�� j—DELICH Houska Automotive E_xpansion TIS� November 2015 -�-�, r=ASSOCIATES LIST OF FIGIJRES 1. Site Location .................................................:...:....................................................... 3 2. Existing Intersection GeometrY •-• ................................:......._...............................:...:. 4 3. Recent Peak Hour Traffic ............................................................................::..:...:..... 5 4. Factored Recent (2015) Peak Hour Traffic ............................. ......:: .:...:.. .............. 7 5. Site Plan .........................................:...._...................................:.....;.;.......,............... 10 6. Trip Distribution .............................:.........................................:.............:................. 11 7. Short Range (2�20) BacKground Peak Hour Traffic :............................._..._.........._.. 13 8. Site Generated Peak Hour Traffic ...........:..::........................................................... 14 9: Short Range (2020) Total Peak Hour Traffic .....................................................:...:. 15 10. Short Range (2020) Geometry .....:................................_................................:......;. 16 APPENDICES � � A. Base Assumptions Packet B. Recent Peak Hour Traffic C. Current Peak Hour Operation/Level of Serviee Descriptions/Fort Collins LOS Standards - D. Short Range (2020) Background Peak Hour Operation E. Short Range (2020) Total Peak Hour Operation ' F. Pedestrian/Bicycle Level of Service --��`a—DELICH ��,� �ASSOCIATES Houska Automofive Expansion TIS; November 2015 � O � �1 � �1 � � I. IPITRODIJCTION This intermediate transportation 'impact study (TIS) addresses the capacity, geometric, and control requirements at and near the proposed Houska Automotive Expansion; Houska Automotive is located in the south quadrant of the Riverside/Myrtle intersection in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the project planner (Ripley Design) and the Fort Collins Traffic Engineering staff. This study generally conforms to the format set forth in the Fort Collins transportation impact study guidelines contained in the "Larimer County Urban Area Street Standards" (LC.UASS). Appendix A contains the Transportation Impact Study Base Assumptions form and related attachments for the Houska Automotive Expansion. The study involved the following steps: . • Collect physical, traffic, and development data; • Pertorm trip generation, trip distribution, and trip assignment; • Determine peak hour traffc volumes; • Conduct capacity and operational level of service analyses on key intersections; � e Analyze signal warrants; e Conduct level of service evaluation of pedestriah, bicycle, and fransit modes of transportation, `J �� F�� L� � --�`'e--DELICH Houska Automotive Expansion TIS, NoVember 2015 �.�,�r-�-ASSOCIATES Page � � �� II. EXISTING CONDITIOIdS The location of the Houska Automotive Expansion is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use � Land uses in the area are primarily commercial and residentiaL There are residential uses to the west of the site. There are commercial uses to the north and south of the site. The eenter of Fort Coflins lies to the west of the proposed Houska Automotive � Expansion site. Land adjacent to the site is flat (<2% grade) from a traffic operations perspective. Roads � The primary streets near the Houska Automotive site are Riverside Avenue and Lemay Avenue. The existing geometry at the key intersections is shown in Figure 2. Riverside Avenue is adjacent to the proposed Houska Automotive Expansion site. It is a northwest-southeasfi direction street elassified as a four-lane arterial according to the Fort Collins Master Street plan. Currently, Riverside Avenue has a four-lane cross section with no center median (left-turn) lane, except at arterial intersections. At the Lemay/Riverside intersection, R.iverside Avenue has eastbound and westbound left-turn lanes, two through lanes in each direction, and an easfbound right-turn lane. The Lemay/Riverside intersection has signal control. The posted speed limit in this area of Riverside Avenue is 35 mph. Lemay Avenue is to the southeast of the proposed Houska Automotive Expansion site. It is a north-south street class�ed as a four-lane arterial according to the Fort Collins Master Street Plan. Currently, Lemay Avenue has a four-lane cross section with a center median. At the Lemay/Riversitle intersection, Lemay Avenue has northbound and southbound left-turn lanes, two through lanes in each direction, and a northbound flared channelized right-turn lane. The flared ch2�nelized right-turn lane begins approximately 60 feet south of the Lemay/Riverside intersection stop bar. The posted speed Iimit in this area of Lemay Avenue is 35 mph. Existing Traffic Figure 3 shows recent peak hour traffic counts at the Lemay/Riverside intersection. The traffic counts at the Lemay/Riverside intersection were obtained in June 2013.by the City of Fort Collins. Raw traffic count data is provided in Appendix B. New counts could not be performed due to bridge replacement construction on Mulberry Street, which affects the traffie pattern at many intersections in the area. Therefore, the _—��'-�—DELICH Houska Automotive Expansion TIS, November 2015 � �,� r=ASSOCIATES Paye 2 � �, � � �1 a �-- SCALE: 1 "=2000' �_ SITE LOCATIOI�I Figure 1 __. —�S �—DELICH Houska Automotive Expansion TIS, November 2015 � _�� I=ASSOCIATES Paye3 � �_ �. � �.. �. �. �_ L� � � y� a� J � �_ EXISTI(VG INTERSECTION GEONiETRY Figure 2 —�� ---DELICH Houska Automofive Expansion TIS, November 2015 � �►� �ASSOCIATES Paye4 i � � � � � � � � N O N O� � � � N � � r �O O � � � �S 2s)/� �:� 's� O � �� %� ��s'a e \, ��i� �� 9j� "'6�9O � �4 N C`1 N N �`�' C � `° v � � M � c� � a� J �-- AM/PM � � � RECENT (2013) PEAK HOUR TRAFFIC Figure 3 —�S L—DEL.ICH Houska Automotive Expansion TIS, November 2015 � � � �—'ASSOCIATES Pa9e 5 i � � � � � � � � � � � � � � � � traffic volumes at the Lemay/Riverside intersection were factored to reflect a year 2015 condition. Figure 4 shows the factored recent peak hour traffic at the Lemay/Riverside, Riverside/Access A, and Riverside/Access B intersections. The trafFc volumes at the Riverside/Access A and Riverside/Access B in#ersections were synthesized based upon the land use of Automobile Care Center (Code 942). Existing Operation The Lemay/Riverside, Riverside/Access A, and Riverside/Aceess B intersections were evaluated using techniques provided in the 2010 Hiqhwav _Capaciiv Manual. Calculation forms are provided in Appendix C. Using the morning and aftemoon peak hour traffic shown in Figure 4, the peak hour operation and the calculated delay for levels of service E are shown in Table 1. A description of level of service for signalized and unsignalized intersections from the 2010 Hiqhway Gapacity IVlanual is provided in Appendix C. Table 4-3 (revised per staff comments regarding type of intersection) showing the Fort Collins IVlotor Vehicle LOS Standards (Intersections) are also provided in Appendix C. This site is in an area termed "Commercial Corridor" on the Fort Collins Structuce Plan. In areas termed "Commercial Corridor," aeceptable overall operation at signalized interseetions during the peak hours is defined as level of service D or better. At signalized intersections, acceptable operation of any leg and any movement is level of service E. At all stop sign controlled intersections, there is no level of serviee standard. The key intersections currently meet the City of Fort Collins Motor Vehicle LOS Standard during in the morning and afternoon peak hours. Pedestrian Facilities There are sidewalks along the south side of Riverside Avenue adjacent to developed properties. There are sidewalks along both sides of Lemay Avenue. It is expec#ed that as properties in this area are developed or redeveloped, sidewalks will be installed as part of the street/property infcastructure. Bicycle Facilities Bicycle lanes exist along Lemay Avenue wifhin the study area. The Fort Collins Bike Map shows no bicycle related designations for Riverside Ayenue, Transit Facilities Currently, this area of Fort Collins is served by Transfort route 5 along Lemay Avenue. -- _ —��'—�DELICH Houska Automotive Expansion TIS, November 2fl15 ��,��ASSOCIATES Page 6 � i i � � ; � �I ��. p��s � ?� � ��"�. a��^� � �� 5y �� P° �-- AM/PM �s°9: � s''s s'8 � �� N � � � Q� �� N O � � � 3� ��Z� �� `� �i �, _ , � �, ��i� � �. �\�`�s. ��8 2 � M4N Nn � � � � � � � � � � E a� J R��. a� FACTORED RECEIVT (2015) PEAK HOUR TRAFFIC Figure 4 —�� -- D E L I C H Houska Automotive Expansion TIS, November 2015 �� ASSOCIATES Paye� �s8 �s s�s s�i �'�, soi. � g z��s�s � ��°` P � 5y �� P�'. � � � �J � � �J � � � TABLE 1 Current Peak Hour Operation ; d P��`1 .' �!'�,t r rt� :� 1� �t,a SiRP - µ �. ¢ k. k � ''ti�' $ � �-� ,+o, ^n � �' . � b � ��4 S r� ��x` J��,�p'.M;�yr£"�/ 6Ys.x�'�� qr .'C`kitYld�.qah�y9'fGW? i.a � i°ti �+r �kj {" �.I .^�s �' i;t k t hr+ i^,c.r; � ra �,r. ti� �t-Y u. . ,��+ J� �`� ' f � ie '�i f k o'C, i.. o-"'�'� � � K Ye B r�. P Y�'� iV f,��y' �✓ya � u i'�n t7 f�.'Rr . �� . '�'�u1i�;n�'�" sd'a . �;i� �y a � 4� . .,,h�'3j�1'�h .� i � a � n� � �� `,� wi? �G � �a'' [i- ��4" '��" � - .. ., � e r"��, � �j�" ``�" � "Y ��'� ,,..;.a t . �`. . ' � � . s` � � � � �.k,tr fr, � � �.' � *.r ti3 � ; . $;-:' n,:,Er sY' ,+';,:� � 1 .G ?.,...5 v 3T.n „ �'� > > Y�, 6 Y t � �{ P� .t�-�f?r,p� . . �4,` i�n.. � � . d �� '� � u. 3 „E,. �'i,'�`�k 7�, �' „�!„r^_ p�c�.,�'�� . . . . ., . . , i . _ .., NB_LT q -g NB T g g NB APPROACH g g SB LT q - g _ SB T g g SB T/RT g g 3B APPROACH B g Lemay/Riverside EB LT D D (signal) EB T p D EB .RT p p EB APPROACH p p - WB LT - D D WB T D _ E_(s3.5 secs) WB T%RT D E(ss;o secs) WB APPROACH D E(so.s secs) — - _ OVERALL C C _ _ - Rive�side/Access B EB LT/RT g _C (stop sign) _ NB LT/T A A Riverside/Access A EB LT%RT g C (stop sign) NB LT/T A A _ =��—LDELICH Houska Automo#ive Expansion TIS, November 2015 ��;''---ASSOCIATES Paye s � � 191. PROPOSED DEVELOPMENT The Houska Automotive Expansion is a proposed commercial (auto/truck related) de�elopment. Figure 5 shows a site plan of the Houska Automotive Expansion; The Houska Rutomotive Expansion is proposed as an approximately 34,000 square foot major automobile repair facility in two buildings. Primary access to Houska Automotive Expansion will be via a full-movement access toffrom Riverside Avenue. There are finro existing accesses to Houska Automotive. The existing south access to the property will be vacated and a new access (Access B) will be constructed approximately 80 feet south of the existing access. The short ran.ge analysis (Year 2020) mcludes development of the Houska Automotive Expansion site and an appropriate increase in background traffic, due to normal growth, and other approved or expected developments in the area. Trip Generation : Trip generation is important in considering the impact of a development such as this �,' upon the existing and proposed street system. A compilation of trip generation information_ contained in Trip Generation. 9t" Edition, ITE was used to estimate the trips that would be generated by the proposed/expected uses at the Houska Automotive site. A trip is defined � as a one-way vehicle movement from origin to destination; Table 2 shows the dail and Y ' peak hour trip generation for the Houska Automotive Expansion. Full developmer�� of Houska Automotive Expansion resulted in 644 daily weekday trip ends, 77 morning peak hour trip ends, and 106 afternoon peak hour trip ends. It is important to note that this project was originally scoped using different land uses and trip generation. The #rip �generation shown in Table 2 is higher than what is shown in the scoping packet in , Appendix A. Trip Distribution Trip distribution for the Houska Automotive Expansion was based on existing/ future travel patterns, land uses in the area, consideration of trip attractions/productions in the area, and engineering judgment. Figure 6 shows the trip distribution for the short range (2020) analysis future. The trip distribution was agreed to by City of Fort Collins staff in the scoping discussions. �� L—DELICH Houska Automotiye Expansion TIS, November 2015 -� �;� �—ASSOCIATES Page 9 ' . . ^-E%ISTWCACCESS \ . ` �. \ � / --. ' � ' ._.IXISTINGACCESS .. I � ......._.."' ^. I;...........,^__..,'_. i '� ' R� I. 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" iT-P . / � \\ ' � � � � �`.. � �. r C �\\ .. j � ; : I � g� �.f R i ! `�` �.� \`�, � . ' � ,Y_ , i Q,.� `, I _. a 3 i{ ��,,�' � 6 ��.\ � a� �,� `�r \ � _ ` `_"`�� I' � I,, '1.'� �to�...y �i �,.p `� �� . � ij. � � . . . I I :12 =� � .. L\ ¢, . .\ �`C� , � i � .. . .- ' . t�4 -0' �.., � ,�� QQ� P � ' �� . � � ... _ . � . �� Bd` �.., -:' py�. � \ ...� � ..I , ' ' . I._ '. .'! p � � . �',: . i � E%ISPT�S TO ..._._.... I .. .. � ' . � � �°y�, �� Q�' � a �`\'\ � ---- � , , ¢�y< '` 1 � ' ..._... I^ �. � . . . .' ¢�� .. . �� 4 i � '. �9_"'. I /�� ` '.. ; � _ _ � t IJ, \,.; � i _ --- � _ ', :::� � . � � _... . _ � srwa�osu�w 1 ,5i , >. I{ _ � . "" I AUTO ' � :? I RELATEO I �_ i,' ; � _ � s.�� _ ,� i �--�.s� -_ � } ,wro rs�raR i i j � � � �'6r �.. t ' Fac�n.in�ia,Aioo� I _ ._._. _..,ssr __._ ...__ - . ' � ' � � ,�.a .,, � __ _.._ --- � I '` .. , , ,o; % �� . -- __ , � i . I b � R/1MP . � � .:. � a I I 1.:, § LaEcvC�rwU�R=, � I �l � � mrca ,,,,._.W �. ,—. F' .. _..A � � � _m, .._ .— ,,.._.� -_:, _� ': .., � � ., _ ... . I� � .... ._ . .._. . ...�:., � ----..... __ ...... ------_ �--- ---------------- ---- — � ; ...... TRhSH ENGLOSUI� — � __._._ _._ ._ _._._ , . . _ .. .. . . _ . _ .� <;., � SITE PL.AN Figure 5 —��-DELICH � � �-=ASSOCIATES Wouska AutomoEive Expansion TIS, November 20T5 Page 10 � I � i � �. � SCALE: 1 "=400' TRIP DISTRIBUTION Figure 6 -J� �-DELICH � � �ASSOCIATES Houska Automotive F�pan.sion TIS, November 2015 Page 11 � i I � �, I � i � � � � I � o� i � � , �� a Background Tra�c Projections Figure 7 shows the short range (2020) background peak hour trafFc projections. These foreeasts assume that the current street network exists in this area. Background #ra#fic projections for the short range were obtained by reviewing the North Front Range Regional Transportation Plan, engineering judgment, and various traffic studies prepared for this area of Fort Collins. Based upon these sources, it was determined that the traffic volumes would increase by approximately 1_0 percent per year. Trip Assignment Trip assignment is how the generated and distributed trips are expected to be loaded on the street system. The assigned trips are the resultant of the frip distribution process. Using the trip distribution shown in Figure 6, Figure 8 shows the assignment of the site generated peak hour vehicle traffic. The site generated vehicle traffic was combined witH the background traffic to de#ermine the total forecasted vehicle traffic at the key intersections. Figure 9 shows the short range (2020) total peak hour vehicle traffic at the key intersections. Signal Warrants �� '. ,' � ��. � t � . � � � �: �� As a matter of policy, traffic signals are not installed at any location unless warrants are met accordi.ng to the Manual on Un�orm Traffic Control Devices� For the streets in the vicinity of the Houska Automotive Expansion development, four hour and/or eight hour signal warrants are applieable. These warrants require much data and are applied when the traffic is actually on the area street system. It is acknowledged that peak hour signal ararrants should not be applied, but since the peak hour forecasts are readily ava_ilable in a traffic impact study, it is reasonable to use them to get an idea whether other signal warrants may be met. If peak hour signal warrants will not be met at a gi�en intersection, it is reasonable to condude that it is not likely that other signal warrants would be met. If peak hour signal warrants are met, it merely indicates that further evaluation should occur in the future as the development occurs. However, a judgment can be made that some intersecfions will likely meet other signal warrants. The Lemay/Riverside intersectior� is eurrently signalized. Signals will not be warranted at the site access intersections. Geometry Figure 10 shows a sehematic of the short range (2020) geometry. Since Riverside �. Avenue is an arterial street, a center median (left-turn lanes) lane is required on Riverside Avenue. These left-tum lanes are required with the current traffic volumes. There is adequate width in the cross seation of Riverside Avenue to provide two through lanes in eaeh direction and a center median lane. However, bicycle lanes cannot be striped and bikes will need to share the street with motor vehicles. According to LCUASS, Figure 8-4, eastbound right-tum lanes are not required at AccessA and Access B. _ - - -. _ _. _. _ —�,'LDEUCH Houska Automotive Expansion TIS, November 2U95 � �,! rASSOCIATES Page �2 � ��. i ' �i � I �� f i �' a� J � 1V y� � SHURT RANGE (2020) BACKGROUND _� PEAK I-�OUR TRAFFIC Figure 7 �/ �DELICH Houska Aufomotive ExpansionTlS, November20a5 �' �� '�'ASSOCIATES Paye �3 �ti a� J � � SITE GENERATED PEAK HOUf� TRAFFIC Figure 8 —�� 1—DELICH Houska Automotive Expansion TIS, November2015 � _ �� ASSOCIATES � Page 14 � i�, � �; ,. , �'. �. i: �, ; �' i � �, �, ,,.,.- t t �z.. , �� . � �__. � N �-- AI1A/PM � � a�i J _��S' a� SHORT RANGE (2020) TOTAL PEAK HOUf� TRAFFIC Figure 9 - --- �� L DELICH Houska Automotive Expansion TIS, November 2015 �� r=ASSOCIATES Paye�S � � � � � � L� �_. � � Y� a� J �._ � �_ SHORT RAfVGE (2020) GEOMETRY Figure 10 —�� —DELICH Houska Automotive Expansion TIS, November2015 � �� '==ASSOCIATES Page �s Operation Analysis Operation analyses were performed at the key infersections. The operation analyses were conducted for the short range analysis, reflecting a year 2020 condition. In the intersection operation tables, the calculated delay for each movement�leg is provided when the level of service falls in the LOS E/F categories. Using the short range (2020) background peak hour traffic volumes, the key interse�tions operate as indicated in Table 3. Calculation forms for these analyses are provided in Appendix D. The key intersections operate acceptably wi#h existing control in the morning and aftemoon peak hours. It is assumed that a center median lane (left turn lane) will be striped on Riverside Avenue by/before the short range (2020) fufure. Using the traffic volumes shown in Figure 9, the key intersections operate in the . short range (2020) total condition as indicated in Table 4. Calculation forms for these analyses are provided in Appendix E. The key intersections operate similar to the background operation with existing control and recommended geometry in the moming and afternoon peak hours. Pedestrian Level of Service Appendix F shows a map of the area that is within 1320 feet of the Houska Automotive Expansion development. There are three pedestrian destinations within 1320 feet of the Houska Automotive Expansion development, These are: 1) the residential area to the west of this site; 2) the commercial uses to the south; and 3) the Poudre River TraiL The Houska Automotive Expansion site is located within an area termed as "all other areas," which sets the level of service threshold at LOS C for all measured categories. Pedestrian level of service is achieved for all measured aategories. The Pedestrian LOS Worksheet is provided in Appendix F. Bicycle Level of Service The Fort Collins Bike Map shows no bicycle related designations for Riverside Avenue. Due to its width, bike lanes are not practical on Riverside Avenue. Transit Level of Service This area of Fort Collins is served by Transfort Route 5 along Lemay Avenue. _ � —��'�DELICH H.ouska Automotive Expansion TIS, November 2015 � �,� �---ASSOCIATES Page � � � TABLE 3 Short Range (2020) Background Peak Hour Operation -t�J;�p� a) a 2��hp� nFt«i f �'n.u�T xr .-^f5 � F� s�ax � �1�-':` �1r „�i..�1 ,�h� W,;�s�s a� y� ..klr+£ r+ < � v .�± a r' '`';� ,:,�j i� `j�,Ck� �'�? � �a � �3 '4�,�;� . �?�t��v.� 4�+�.,,y ii 7d`'� . rh��y ��,�'.ip� �}� L� y ��i,��. rrt �� a r�.�il �� y'�,� '� � p� � � � 'iz. i��yM �D �*f�h + aF�,Yx ��, "� ,y�" e'•'o"'R' �,.IF:��f+^'�+�fr�LF'*��'�t�,"Yy�y'Cj'S �%Fi�� `f: �+ .�� T'S,�'i�5�" ct,��" . �� f . , 'dY� � : 'S � � r Y<a*'�k"74�'� .Y'Kr`.: �xFay'y�' a� ,F;y.,�tx'�`-.��.z.s.y_,"�i*u''�, w�, .4�� ?� .i�''i j,1 �e '0.� 3 �r,�,+��'�y'i�,LkY �rK s� t`��' i �33 �� ; g,� . �... _-:'a'. s�Ax,. f'+�'r -...r�',�,' � �k'a' aj�.. !4p'.��h�.,^1.rN��R.-. ti��''k.;'�^�'f�.. . —�.�.�'F1.��t��. ��.��,;�� a'e'�� ,i!-y . r .. . . .. . ..,... .,^ . ___ N B LT B - B NB T B g - NB APPROACH B g SB LT A B SB T B C __ SB T/RT_ B C SB APPROACH B g Lemay/Riverside EB LT D D (signal) EB T D D EB RT D D _ __ _ EB APPROACH D D WB _LT D D WB T D E(s6.2 secs) WB T7RT D E(ss.s secs) WB APPROACH D E_(s3,2 secs) -- - _ _ _ OVERALL C C Riverside/Access B EB LT/RT B g (stop sign) NB LT � A B Riverside/Access A EB LT/RT B C (stop sign) NB LT/T A B —��—DELICH Houska Automotive Expansion TIS, November 2045 ��,��ASSOCIATES Paye �s L� � � TABLE 4 Short Range (2020) Total Peak Hour Operation ��:t�' � t x. � �; " � �:,,� ,� f`�� tia '!�� u�. ..p�'^!'" YP'�1�y�`�� ` �tJ�%"' � '�1 ,��`�' F'�',� r ° 1.4L ,V�`'t ' � � � �� ,�� rs� °�r r r'�. +i64>! ",��.4 7 F .r��,�r�i� � o ��.5.'�r.yrw��i � � . � . �T�eli+�,� .. ;��-�� l- r �q�". �,�,i .+MF,yy ` "n'L9*��h� �''�-0..7' y� . k��,<°S�u4�p�'}i.�xE�.�i�t'�.�,1�'� r{�� Y-�'��n� � ��,t5.e �i�'�+��+ �.. tu �'+�x�c NB LT B B I NB T B B NB APPROACH B B SB LT B B SB T B C SB T/RT B C SB APPROACH B C Lemay/Riverside EB LT D_ D (signai) EB T D D EB RT D D EB APPROACH D D WB LT D D WB T D E(s7z secs) WB T/RT D E�ss:s secs)_ WB APPROACH D E(s4:� secs) OVERALL C C Riverside/Access B EB LT/RT B C (stop sign) NB LT - A B Riverside/Access A EB LT/RT B C (stop sign) NB LT/T A B � -J��DEUCH Houska Automotiye Expansion TIS, November 2015 ; ��;��ASSOCIATES Page 1s � � � IV. CONCLUSIOIVS/RECOMiIAENDATIO1dS This study assessed the impacts of fhe Houska Automotive Expansion development on the short range (2020) street system in the vicinity of the proposed development. As a result of this analysis, the following is concluded: • The development of the Houska Automotive Expansion is feasible from a traffic engineering standpoint. At full development, the Houska Automofive Expansion site will generate approximately 644 daily weekday #rip ends, 77 morning peak hour trip ends, and 106 afternoon peak hour trip ends. • Current operation at the key intersections is acceptable with existing control and geometry. , • In the short range (2020) future, given development of the Houska Automotive Expansion and an increase in background traffic, the key intersections will meet the Ciiy of Fort Collins Motor Vehicle LOS Standard. • Acceptable level of seryice is achieved for pedestrian, bicycle, and transit modes based upon the measures in the multi-modal transportation guidelines. —�/�-�---D�L�CH Houska Automotive Exp.ansion TIS, Nove.mber 2015 -�� r'=-ASSOCIATES Page 20