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Home My Public Portal AboutPCP 2022-04-27Planning Commission Regular Meeting Agenda Fraser Town Hall, 153 Fraser Avenue and Virtually Wednesday April 27, 2022 6:30 PM - 9:00 PM NOTE: Times are approximate and agenda subject to change Watch the meeting live on Fraser's YouTube Channel Participate in the meeting through our virtual platform Zoom Meeting Information Meeting ID:259 040 8013 Phone 1 -346 -248 -7799 Roll Call Approval Of Agenda Consent Agenda Minutes PCM 2022 -03 -23 PCM 2022 -03 -23.Pdf Sign In Sheet March 23, 2022.Pdf Public Hearing And Possible Action Preliminary Plat/Major Site Plan Koselig On Main, 406 Zerex St. & 315 Fraser Ave Koselig On Main, 406 Zerex And 315 Fraser Ave Planner Briefing 4 -27 - 2022.Pdf Cover Letter.pdf Preliminary Plat With Siteplan.pdf Conceptual Drawings And Siteplan.pdf Notice Sent To Neighbors.pdf Adjacent Property Owner Notification Letter.pdf SW Corner View Water Color.pdf SE Corner View Water Color.pdf Residential Coverage.pdf Whitmer Law Firm Review Memo.pdf Agency Review Comments.pdf Survey 406 Zerex And 315 Fraser Ave.pdf Traffic Impact Study March 2022.Pdf Public Notice.pdf PC Resolution 2022 -04 -01 Preliminary Plat And Site Plan Approval Koselig On Main.pdf Open Forum Other Business Future Agenda Items Adjourn UPCOMING MEETING WED. MAY 25, PLANNING COMMISSION Please contact the Town Clerk to request accommodations to assist people with disabilities to participate in public meetings. Listening devices for people with hearing impairment are available upon request. Town Clerk, Antoinette McVeigh 970 -531 -9943 or amcveigh@town.fraser.co.us https://www.youtube.com/channel/UCs5aHnl7d -kk0j1cxV28DSg https://us02web.zoom.us/j/2590408013 1. 2. 3. a. Documents: 4. a. Documents: 5. 6. 7. 8. Planning Commission Regular Meeting Agenda Fraser Town Hall, 153 Fraser Avenue and Virtually Wednesday April 27, 2022 6:30 PM - 9:00 PM NOTE: Times are approximate and agenda subject to change Watch the meeting live on Fraser's YouTube Channel Participate in the meeting through our virtual platform Zoom Meeting Information Meeting ID:259 040 8013 Phone 1 -346 -248 -7799Roll CallApproval Of AgendaConsent AgendaMinutes PCM 2022 -03 -23PCM 2022 -03 -23.PdfSign In Sheet March 23, 2022.PdfPublic Hearing And Possible ActionPreliminary Plat/Major Site Plan Koselig On Main, 406 Zerex St. & 315 Fraser AveKoselig On Main, 406 Zerex And 315 Fraser Ave Planner Briefing 4 -27 -2022.PdfCover Letter.pdf Preliminary Plat With Siteplan.pdf Conceptual Drawings And Siteplan.pdf Notice Sent To Neighbors.pdf Adjacent Property Owner Notification Letter.pdf SW Corner View Water Color.pdf SE Corner View Water Color.pdf Residential Coverage.pdf Whitmer Law Firm Review Memo.pdf Agency Review Comments.pdf Survey 406 Zerex And 315 Fraser Ave.pdf Traffic Impact Study March 2022.Pdf Public Notice.pdf PC Resolution 2022 -04 -01 Preliminary Plat And Site Plan Approval Koselig On Main.pdf Open Forum Other Business Future Agenda Items Adjourn UPCOMING MEETING WED. MAY 25, PLANNING COMMISSION Please contact the Town Clerk to request accommodations to assist people with disabilities to participate in public meetings. Listening devices for people with hearing impairment are available upon request. Town Clerk, Antoinette McVeigh 970 -531 -9943 or amcveigh@town.fraser.co.us https://www.youtube.com/channel/UCs5aHnl7d -kk0j1cxV28DSghttps://us02web.zoom.us/j/25904080131.2.3.a.Documents:4.a.Documents: 5. 6. 7. 8. FRASER PLANNING COMMISSION MINUTES DATE:Wednesday, March 23, 2022 MEETING:Planning Commission Regular Meeting PLACE:Fraser Town Hall and Virtual On-Line Meeting PRESENT Commission:Commissioners:Chair Jean Wolter,Vice Chair Katie Soles,Parnell Quinn (arrived at 6:46 p.m.), Bob Gnuse and Sam Brewer Staff:Town Planner,Catherine Trotter;Town Clerk Antoinette McVeigh;Town Manager Ed Cannon Others: Chair Jean Wolter called the meeting to order at 6:37pm. 1.Roll Call:Chair Jean Wolter,Vice Chair Katie Soles,Parnell Quinn,Bob Gnuse and Sam Brewer 2.Approval of Agenda: Commissioner Soles moved,and Commissioner Gnuse seconded the motion to approve the agenda. Motion carried: 4-0. 3.Consent Agenda: a.Minutes February 23, 2022 Commissioner Gnuse moved,and Commissioner Soles seconded the motion to approve the consent agenda. Motion carried: 4-0. 4.Public Hearing And Possible Action: a.Preliminary Plat and Final Plan Elk Creek Condominiums PA 4W.1 And Meyer Subdivision Lot 2 Commissioner Soles motioned,and Commissioner Gnuse seconded the motion to open the public hearing. Motion carried 4-0. This subdivision application is being processed as a Major Subdivision in accordance with Section 19-3-210 of the Fraser Municipal Code. The purpose of a major subdivision plat is to divide one (1) or more lots or parcels of land into a total of five (5) or more lots or five (5) or more dwelling units. Town Planer Catherine Trotter presented to the Commission. Proof of publication was provided in the packet. The adjacent property owners were sent out certified mail and return receipt regarding notice of the hearing. Page 2 of 2 Layla Rosales and Clark Lipscomb of Grand Park presented to the Commission and answered questions. Commissioner Soles motioned,and Commissioner Gnuse seconded the motion to close the public hearing. Motion carried 5-0. Commissioner Soles motioned and Commissioner Quinn seconded to approve Resolution 2022-03-01 Recommending approval of the Preliminary Plat and Final Plan Elk Creek Condominiums Pa 4w.1 and Meyer Subdivision Lot 2 Located in Section 20, Township 1 South, Range 75 West of the 6th Pm, Town of Fraser, County of Grand, State of Colorado removing condition #6, which said “Add Old Victory Road setbacks to Final Plan and Final Plat.” Motion carried 5-0. 5. Other Business: Town Clerk McVeigh notified the commission that four of the commissioner’s terms end after the April 5,2022,Fraser Municipal Election,Mayoral appointments Chair Wolter, and Commissioners Gnuse, Bowels, and Board Appointment Soles. There is $150,000 budgeted for a comp plan update in 2022. 6.Open Forum: None 7.Future Agenda Items: None 8. Adjourn: Commissioner Soles moved,and Commissioner Brewer seconded the motion to adjourn. Motion carried: 5-0. Meeting adjourned at 7:59 p.m. __________________________ Antoinette McVeigh, Town Clerk Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com MEMO TO:Chairperson Wolter and Planning Commissioners FROM:Catherine E. Trotter, AICP, Town Planner DATE:April 22, 2022 SUBJECT:Planner Briefing on Preliminary Plat/Site Plan, Koselig on Main, 406 Zerex St. & 315 Fraser Ave MATTER BEFORE THE PLANNING COMMISSION: Preliminary Plat/Site Plan, Koselig on Main, 406 Zerex St. & 315 Fraser Ave ACTION REQUESTED: The applicant, 406 Zerex LLC, is requesting Preliminary Plat/Site Plan approval of Koselig on Main, 406 Zerex St. & 315 Fraser Ave. BACKGROUND: This subdivision application is being processed as a Major Subdivision in accordance with Section 19-3-210 of the Fraser Municipal Code. The purpose of a major subdivision plat is to divide one (1) or more lots or parcels of land into a total of five (5) or more lots or five (5) or more dwelling units. We are also processing a Major Site Plan in accordance with Section 19-2- 110 of the Land Development Code. Maps below indicate the general vicinity of this proposed development: Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com The applicant’s project will consist of @ 4,000 SF of retail space and 20 apartment units. The project aims to deliver restricted low-income housing units and attainable market units to provide for rental housing to the residents of Fraser and Grand County. Please review the details of the project in the applicant’s cover letter. The development application is located within the Business District with Riverwalk Mixed Use Overlay District. https://library.municode.com/co/fraser/codes/municipal_code?nodeId=CH19LADECO_ART2ZO _DIV2ZODI_S19-2-250BUDI Link to Business District Standards. https://library.municode.com/co/fraser/codes/municipal_code?nodeId=CH19LADECO_ART2ZO _DIV2ZODI_S19-2-255RIMIUSOVDI Link to Riverwalk Mixed Use Overlay District Standards. The code allows for a density bonus in the Riverwalk Mixed Use Overlay District if certain provisions are met: T h e m a x i m u m r e s i d e n t i a l d e n s i t y o f t w e n t y ( 2 0 ) d w e l l i n g u n i t s p e r a c r e i n t h e u n d e r l y i n g B u s i n e s s Z o n i n g D i s t r i c t m a y b e e x c e e d e d i n t h e R i v e r w a l k M i x e d U s e O v e r l a y D i s t r i c t s u b j e c t t o t h e p r o v i s i o n o f d e e d - r e s t r i c t e d a f f o r d a b l e h o u s i n g d w e l l i n g u n i t s . Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com F o r t h e p u r p o s e s o f t h i s S e c t i o n , a f f o r d a b l e h o u s i n g i s d e f i n e d a s h o u s i n g f o r a f a m i l y t h a t h a s a n i n c o m e b e l o w e i g h t y p e r c e n t ( 8 0 % ) o f t h e A r e a M e d i a n I n c o m e , a s d e t e r m i n e d f o r G r a n d C o u n t y b y t h e C o l o r a d o H o u s i n g a n d F i n a n c e A u t h o r i t y . A m i n i m u m o f t w e n t y p e r c e n t ( 2 0 % ) o f a r e s i d e n t i a l d e v e l o p m e n t s h a l l i n c l u d e a d e e d - r e s t r i c t i o n g u a r a n t e e i n g t h e p r o v i s i o n o f t h e a f f o r d a b l e h o u s i n g d w e l l i n g u n i t s i n p e r p e t u i t y t o q u a l i f y f o r a d e n s i t y b o n u s . T h e d e n s i t y b o n u s m a y b e u s e d t o p r o v i d e a d d i t i o n a l d w e l l i n g u n i t s i n a d e v e l o p m e n t b e y o n d t h e u n d e r l y i n g t w e n t y ( 2 0 ) d w e l l i n g u n i t s p e r a c r e a l l o w e d , u p t o a m a x i m u m d e n s i t y o f s i x t y ( 6 0 ) u n i t s p e r a c r e , s u b j e c t t o a d h e r e n c e o f a l l o t h e r d e v e l o p m e n t s t a n d a r d s f o r t h e R i v e r w a l k M i x e d U s e O v e r l a y D i s t r i c t . T h e m a x i m u m r e s i d e n t i a l d e n s i t y o f s e v e n t e e n ( 1 7 ) d w e l l i n g u n i t s p e r a c r e i n t h e u n d e r l y i n g M e d i u m D e n s i t y S i n g l e - F a m i l y R e s i d e n t i a l Z o n i n g D i s t r i c t , o r t w e n t y ( 2 0 ) d w e l l i n g u n i t s p e r a c r e i n t h e u n d e r l y i n g B u s i n e s s Z o n i n g D i s t r i c t , m a y b e e x c e e d e d i n t h e R i v e r w a l k M i x e d U s e O v e r l a y D i s t r i c t s u b j e c t t o t h e p r o v i s i o n o f n o n - r e s i d e n t i a l r e t a i l a n d / o r o f f i c e d e v e l o p m e n t o c c u p y i n g o n e h u n d r e d p e r c e n t ( 1 0 0 % ) o f t h e f i r s t f l o o r o f a m u l t i - s t o r y m i x e d u s e d e v e l o p m e n t . T h e d e n s i t y b o n u s m a y b e u s e d t o p r o v i d e a d d i t i o n a l d w e l l i n g u n i t s i n a m i x e d u s e d e v e l o p m e n t b e y o n d t h e u n d e r l y i n g z o n i n g d i s t r i c t , u p t o a m a x i m u m d e n s i t y o f f o r t y ( 4 0 ) d w e l l i n g u n i t s p e r a c r e , s u b j e c t t o a d h e r e n c e o f a l l o t h e r d e v e l o p m e n t s t a n d a r d s f o r t h e R i v e r w a l k M i x e d U s e O v e r l a y D i s t r i c t . The applicant is requesting approval of both density bonuses referenced above. Residential uses shall not exceed 75% of the gross land area in a mixed use development. See residential coverage in packet which indicates the residential coverage is 68.4% which complies with the Land Development Code. PARKING: https://library.municode.com/co/fraser/codes/municipal_code?nodeId=CH19LADECO_ART4DE ST_DIV2PAST_S19-4-230PASPRE Link to Parking space requirements. The residential building adjacent to US 40 requires 15 spaces and the residential building adjacent to Doc Susie requires 14 spaces, for a total of 29 parking spaces. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Parking for commercial uses require one (1) space for every four hundred (400) SF of floor area. Interior SF is 3880, so 9.7 spaces are required for the commercial/retail. Total parking required is 39 spaces for the project. https://library.municode.com/co/fraser/codes/municipal_code?nodeId=CH19LADECO_ART4DE ST_DIV2PAST_S19-4-240MOPASPRE Link to Modification of parking space requirements. Listed in the above link are policies and programs that may result in a reduction in the number of parking spaces. The applicant is requesting to use on-street parking to satisfy the minimum off-street parking requirements. F o r p a r k i n g l o t s w i t h t e n ( 1 0 ) o r m o r e p a r k i n g s p a c e s , e i g h t y p e r c e n t ( 8 0 % ) o f t h e r e q u i r e d s p a c e s s h a l l b e a t l e a s t t e n ( 1 0 ) f e e t b y t w e n t y ( 2 0 ) f e e t , w h i l e t h e r e m a i n d e r o f t h e s p a c e s m a y b e r e d u c e d i n s i z e t o n i n e ( 9 ) f e e t b y e i g h t e e n ( 1 8 ) f e e t , e x c e p t f o r r e q u i r e d h a n d i c a p p e d s p a c e s . A p o r t i o n o f t h e F r a s e r A v e R O W w a s v a c a t e d b a c k i n 2 0 0 1 . S o , a b o u t h a l f o f t h e p a r k i n g s h o w n o n D o c S u s i e i s o n t h e a p p l i c a n t ’ s p r o p e r t y a n d h a l f e x t e n d s i n t o t h e R O W , b u t n o t t h e d r a i n a g e s w a l e . It appears that the applicant has met the parking requirements. Code Section 19-4-190 details building design development standards. https://library.municode.com/co/fraser/codes/municipal_code?nodeId=CH19LADECO_ART4DE ST_DIV1SIDEST_S19-4-190BUDECOMIUSDE Link to regulations. A Construction Guarantee Agreement (CGA) and appropriate security shall be required to ensure that all construction features included in the application are provided as represented and approved and the CGA shall be submitted prior to building permit issuance. T h e a p p l i c a n t n e e d s t o confirm the exterior lighting is dark sky compliant. The applicant needs to pay school and park impact fees prior to recordation of Final Plat. The applicant needs to address Agency Review Comments and Attorney Review Comments. Staff has provided the following materials in the packet: Planner Briefing (THIS MEMO) Draft PC Resolution 2022-04-01 Whitmer Law Firm Review memo Agency Review Comments Proof of Publication The applicant has provided the following materials in the packet: Preliminary Plat with site plan Conceptual Drawings & Site Plan Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Cover Letter Notice sent to neighbors Adjacent Property Owner Notification Residential Coverage SE Corner View Watercolor SW Corner View Watercolor Survey Traffic Impact Study The applicant has also provided the following materials that are NOT in the packet: Preliminary Civil Plans Drainage Report Neighbor list Mineral Rights Notice Land Use Application Phase I Environmental Site Assessment Geotechnical Engineering Study Title Commitment RECOMMENDATION: Staff is recommending approval of this application with the following conditions: 1.A p p l i c a n t t o r e s u b m i t c i v i l d r a w i n g s i n c o n j u n c t i o n w i t h F i n a l P l a t s u b m i t t a l . 2.A d d r e s s r e v i e w c o m m e n t s i n W h i t m e r L a w F i r m m e m o d a t e d 4 - 1 6 - 2 0 2 2 a n d r e v i s e d o c u m e n t s a c c o r d i n g l y . 3.Applicant must secure CDOT Access Permit prior to recordation of Final Plat. 4.Address Agency Review Comments included in packet. 5.A Construction Guarantee Agreement (CGA) and appropriate security shall be submitted and approved prior to building permit issuance. 6.Confirm the exterior lighting is dark sky compliant. Details to be added to site plan. 7.The applicant shall pay school and park impact fees prior to recordation of Final Plat. 8.Applicant shall resubmit for review and approval all Final Plat and site plan documents. This development application shall be scheduled for Planning Commission once a complete application has been submitted. See PC Resolution 2022-04-01. Town of Fraser PO Box 370, Fraser, CO 80442 office 970-726-5491 fax 970-726-5518 www.frasercolorado.com Please contact me with questions/concerns. ctrotter@town.fraser.co.us Dear Fraser Planning Commission, We are excited to present you with our plans for a mixed-use development at 406 Zerex St and 315 Fraser Avenue. This submittal will aim to answer your questions about who we are, how we got here and what we are proposing. Who We Are: Byson Investments (Byson) is the developer on this project. Managing partners Greg Bechler and Kevin Rifkin both grew up in Colorado, attended CU Boulder and have enjoyed their winters and summers in the Fraser Valley for the majority of their lives. Having spent the last 10 years working on real estate development projects across Colorado and the US, Greg and Kevin have developed an acumen for delivering quality real estate developments that contribute positively to the community that encompasses the project. Byson has partnered with what we feel is one of the best all-around development teams in Fraser and the county. Peter Nelson Architecture will serve as the project’s architect of record with Peter Nelson and Krista Klancke leading the way to ensure our project meets the expectations of longtime residents and seasonal workers alike. PGArnold will serve as the project’s general contractor with Thomas Elliot leading their team. We are so excited to have such a solid local GC on board that will ensure we deliver as planned and on time! JVA Inc. will serve as Civil and Structural Engineer for the project with Kevin Vecchiarelli and Craig Kobe leading Civil and Structural efforts respectively. We are so happy to have such a strong contingent of Fraser and Grand County residents on our development team as we feel this will help us deliver something that truly meets the needs of those living in Downtown Fraser. How we got here: After reading the 2017 Downtown Fraser Strategic Plan, Kevin and Greg realized that there was a need that matched their skillset, in their own backyard. We quickly began the acquisition process and were able to find a parcel of land that we feel is the center of downtown Fraser. Once home to longtime favorite eateries Dairy King and One Love restaurant the site sits across highway 40 from the Fraser train station and is adjacent to some of Fraser’s best bars, restaurants and trail systems. After falling in love with the site’s potential Greg and Kevin quickly started to connect with their architect and the town to discuss the most important question, “What would work best at this site?” In line with the 2017 plan the answer was retail facing highway 40 and denser, attainable long-term housing. Having delivered similar projects in the past Kevin and Greg got started on planning with their team and the town. After 8 months of collaboration and planning the team has developed a project plan that we think will make an awesome contribution to the local area and more importantly the locals themselves. What we are proposing: The proposed development will consist of two buildings, one that fronts highway 40 and one that fronts Doc Susie Avenue. The building on highway 40 will consist of ~4,000 sqft of retail space on the first floor and two additional floors of apartment units. There will be ten two- bedroom units in this building. The building fronting Doc Susie Avenue will consist of ten apartment units as well. The first floor will consist of a parking garage and two ground floor units. One unit is an ADA accessible one-bedroom unit and the other is also a one-bedroom unit. Both of these units will be deed restricted at 80% AMI. The second and third floors will consist of a total of four three-bedroom units and four two-bedroom units. All units will come with in unit washer and dryers and 18 of the 20 units will come with private outdoor space and covered storage closets large enough to fit bikes, skis and even kayaks. Both buildings will have exteriors that blend into the surrounding area with a mix of wood and steel siding, exposed concrete and a large space on the Doc Susie building that we hope to have a mural commissioned by the Fraser Art committee. Color tones will include different shades of charcoal and brown as shown in our architectural drawings. The retail space along highway 40 will be glass frontage with garage doors on the north and south ends creating a welcoming indoor/outdoor experience for our future restaurant tenants. The project will utilize off site fabrication for certain building components (walls, floors, roof trusses) to limit the amount of waste produced when compared to traditional framing, and more importantly limit the amount of time the site has unfinished materials spread across it. By creating an interior facing parking lot and covered parking garage we aim to create an attractive street scape that allows those walking along the street to enjoy our project's buildings and landscape as opposed to parking lots. In addition to the building on highway 40 having two outdoor patios on the north and south ends, the project will have ~2,000 sqft of green space where residents and locals can come to enjoy a quiet and secluded park as they walk through town. The planned development conforms to all zoning codes laid out in the River Walk Mixed Use Overlay District (RMU). 1,576 SF (ORD #274)UTILITY EASEMENTVACATED ROWREC #2001-012433LOT 2420' WIDE ALLEYDOC STREET(34.5' ROW)(ASPHALT ROAD)U .S . H IG H W A Y 4 0 A S P H A L T R O A D )14. 5' REC 2) 6 YARD DUMPSTERS24’ 0" Sidewalk7’ 0" 1234567811121819202122232425262720’ 0"131415161710 ’ 0 " 20’ 0" 10’ AB C D E F 2 45361 22’ 0" 22’ 0" 22’ 0" 22’ 0"22’ 0"12 3 4 5 6 7 8 2’ 0" AB C D E F 2 45361 HOOKSHOOKSW/ D W/ D 7 9 1110 12 13 G H I J K 22’ 0"22’ 0" 22’ 0" 20’ 0" 64’ 0" 8’ 0" 8 ADA 1 2 345 6 7 8 9 24’ 8"20’ 0" 10’ 0"L 24’ 0" 9’ 0"18’ 0" 4’ 0"9’ 0"5’ 7 9 1110 1213G H I J K 8 22’ 0"22’ 0"22’ 0"22’ 0"L 6’ 0"11’ 0"47’ 0" 8’ 0"6’ 0" 58’ 0"4’ 0" BRIEF DESCRIPTION OF DEVELOPMENT: PUBLIC NOTICE At least fourteen (14) days in advance of the public hearing, the applicant shall provide written notice to all owners of property within two hundred feet (200’) of the boundaries of the property that is the subject of the application. Such notice shall be sent via certified mail, return receipt requested and shall include the following information: A copy of the complete application with all accompanying materials, the name, address and phone number of the authorized contact for the applicant, and the time, date and place of the public hearing. The applicant shall provide the Town with a written affidavit prior to the time of the public hearing reflecting the date of mailings and the names, addresses and legal descriptions of all parties to whom the notifications were transmitted, together with a complete copy of the materials included in the mailing. Failure to properly mail the documents, notify the necessary parties, and/or provide the required affidavit shall be grounds for denial of the application or a continuance of the public hearing until such notice is provided. See sample letter below. The notification letter cannot be sent until a public hearing date has been scheduled by the Town. ADJACENT PROPERTY OWNER NOTIFICATION LETTER This notice to be sent by applicant to all owners of property within two hundred feet (200’) of the boundaries of the property that is subject to the application and to all surface owners, mineral owners, and lessees of mineral owners to whom notice is to be sent pursuant to C.R.S. 31-23-215. Such notice shall be sent via certified mail, return receipt requested. The applicant shall provide the Town with a written affidavit or other proof of notice prior to the time of public hearing reflecting the date of mailings, addresses and legal descriptions of all parties to whom the notifications were transmitted. Failure to properly mail the documents, notify the necessary parties and/or provide the required affidavit shall be grounds for denial of the application or a continuance of the public hearing until such notice is provided. Dear Sir/Madam: This letter is to advise you that _____________________ (applicant) has requested land use request) for a property located at ____________ (property address or location) and that the Town of Fraser has scheduled a public hearing to consider this request. The public hearing is scheduled for _______________ (date assigned by Town) at __________ (time assigned by Town) at the Town of Fraser Town Hall located at 153 Fraser Avenue in the Board Room. Enclosed for your review is a copy of the proposal as presented to the Town of Fraser. Additional application materials are on file at the Town Hall offices. The Town of Fraser may be contacted at 970-726-5491 for further information. Please note that you may comment at the public hearing or by forwarding written comments to the Town of Fraser Planning Department (P.O. Box 370, Fraser, CO 80442). Written comments must be received by the Town prior to the public hearing. Sincerely, applicant) 406 Zerex St 04/27/2022 406 Zerex LLC 406 Zerex St Preliminary Plat 406 Zerex LLC is pleased to present our planned development at 406 Zerex St in the town of Fraser Colorado. Our project will consist of ~4,000 sqft of retail space and 20 apartment units. The project aims to deliver both deed restricted low income housing units and attainable free market units to provide new for rent housing to the residents of Fraser Colorado and Grand County. 6:30 pm Dear Neighbors, We are excited to present you with our plans for a mixed-use development at 406 Zerex St and 315 Fraser Avenue. This submittal will aim to answer your questions about who we are, how we got here and what we are proposing. Who We Are: Byson Investments (Byson) is the developer on this project. Managing partners Greg Bechler and Kevin Rifkin both grew up in Colorado, attended CU Boulder and have enjoyed their winters and summers in the Fraser Valley for the majority of their lives. Having spent the last 10 years working on real estate development projects across Colorado and the US, Greg and Kevin have developed an acumen for delivering quality real estate developments that contribute positively to the community that encompasses the project. Byson has partnered with what we feel is one of the best all-around development teams in Fraser and the county. Peter Nelson Architecture will serve as the project’s architect of record with Peter Nelson and Krista Klancke leading the way to ensure our project meets the expectations of longtime residents and seasonal workers alike. PGArnold will serve as the project’s general contractor with Thomas Elliot leading their team. We are so excited to have such a solid local GC on board that will ensure we deliver as planned and on time! JVA Inc. will serve as Civil and Structural Engineer for the project with Kevin Vecchiarelli and Craig Kobe leading Civil and Structural efforts respectively. We are so happy to have such a strong contingent of Fraser and Grand County residents on our development team as we feel this will help us deliver something that truly meets the needs of those living in Downtown Fraser. How we got here: After reading the 2017 Downtown Fraser Strategic Plan, Kevin and Greg realized that there was a need that matched their skillset, in their own backyard. We quickly began the acquisition process and were able to find a parcel of land that we feel is the center of downtown Fraser. Once home to longtime favorite eateries Dairy King and One Love restaurant the site sits across highway 40 from the Fraser train station and is adjacent to some of Fraser’s best bars, restaurants and trail systems. After falling in love with the site’s potential Greg and Kevin quickly started to connect with their architect and the town to discuss the most important question, “What would work best at this site?” In line with the 2017 plan the answer was retail facing highway 40 and denser, attainable long-term housing. Having delivered similar projects in the past Kevin and Greg got started on planning with their team and the town. After 8 months of collaboration and planning the team has developed a project plan that we think will make an awesome contribution to the local area and more importantly the locals themselves. What we are proposing: The proposed development will consist of two buildings, one that fronts highway 40 and one that fronts Doc Susie Avenue. The building on highway 40 will consist of ~4,000 sqft of retail space on the first floor and two additional floors of apartment units. There will be ten two- bedroom units in this building. The building fronting Doc Susie Avenue will consist of ten apartment units as well. The first floor will consist of a parking garage and two ground floor units. One unit is an ADA accessible one-bedroom unit and the other is also a one-bedroom unit. Both of these units will be deed restricted at 80% AMI. The second and third floors will consist of a total of four three-bedroom units and four two-bedroom units. All units will come with in unit washer and dryers and 18 of the 20 units will come with private outdoor space and covered storage closets large enough to fit bikes, skis and even kayaks. Both buildings will have exteriors that blend into the surrounding area with a mix of wood and steel siding, exposed concrete and a large space on the Doc Susie building that we hope to have a mural commissioned by the Fraser Art committee. Color tones will include different shades of charcoal and brown as shown in our architectural drawings. The retail space along highway 40 will be glass frontage with garage doors on the north and south ends creating a welcoming indoor/outdoor experience for our future restaurant tenants. The project will utilize off site fabrication for certain building components (walls, floors, roof trusses) to limit the amount of waste produced when compared to traditional framing, and more importantly limit the amount of time the site has unfinished materials spread across it. By creating an interior facing parking lot and covered parking garage we aim to create an attractive street scape that allows those walking along the street to enjoy our project's buildings and landscape as opposed to parking lots. In addition to the building on highway 40 having two outdoor patios on the north and south ends, the project will have ~2,000 sqft of green space where residents and locals can come to enjoy a quiet and secluded park as they walk through town. The planned development conforms to all zoning codes laid out in the River Walk Mixed Use Overlay District (RMU). BRIEF DESCRIPTION OF DEVELOPMENT: PUBLIC NOTICE At least fourteen (14) days in advance of the public hearing, the applicant shall provide written notice to all owners of property within two hundred feet (200’) of the boundaries of the property that is the subject of the application. Such notice shall be sent via certified mail, return receipt requested and shall include the following information: A copy of the complete application with all accompanying materials, the name, address and phone number of the authorized contact for the applicant, and the time, date and place of the public hearing. The applicant shall provide the Town with a written affidavit prior to the time of the public hearing reflecting the date of mailings and the names, addresses and legal descriptions of all parties to whom the notifications were transmitted, together with a complete copy of the materials included in the mailing. Failure to properly mail the documents, notify the necessary parties, and/or provide the required affidavit shall be grounds for denial of the application or a continuance of the public hearing until such notice is provided. See sample letter below. The notification letter cannot be sent until a public hearing date has been scheduled by the Town. ADJACENT PROPERTY OWNER NOTIFICATION LETTER This notice to be sent by applicant to all owners of property within two hundred feet (200’) of the boundaries of the property that is subject to the application and to all surface owners, mineral owners, and lessees of mineral owners to whom notice is to be sent pursuant to C.R.S. 31-23-215. Such notice shall be sent via certified mail, return receipt requested. The applicant shall provide the Town with a written affidavit or other proof of notice prior to the time of public hearing reflecting the date of mailings, addresses and legal descriptions of all parties to whom the notifications were transmitted. Failure to properly mail the documents, notify the necessary parties and/or provide the required affidavit shall be grounds for denial of the application or a continuance of the public hearing until such notice is provided. Dear Sir/Madam: This letter is to advise you that _____________________ (applicant) has requested land use request) for a property located at ____________ (property address or location) and that the Town of Fraser has scheduled a public hearing to consider this request. The public hearing is scheduled for _______________ (date assigned by Town) at __________ (time assigned by Town) at the Town of Fraser Town Hall located at 153 Fraser Avenue in the Board Room. Enclosed for your review is a copy of the proposal as presented to the Town of Fraser. Additional application materials are on file at the Town Hall offices. The Town of Fraser may be contacted at 970-726-5491 for further information. Please note that you may comment at the public hearing or by forwarding written comments to the Town of Fraser Planning Department (P.O. Box 370, Fraser, CO 80442). Written comments must be received by the Town prior to the public hearing. Sincerely, applicant) 406 Zerex St 04/27/2022 406 Zerex LLC 406 Zerex St Preliminary Plat 406 Zerex LLC is pleased to present our planned development at 406 Zerex St in the town of Fraser Colorado. Our project will consist of ~4,000 sqft of retail space and 20 apartment units. The project aims to deliver both deed restricted low income housing units and attainable free market units to provide new for rent housing to the residents of Fraser Colorado and Grand County. 6:30 pm liwl "JP - Los db' Am, 406 ZEREX ST & 315 FRASER AVENUE October 2021 December 2021 April 2022 June 2022 July 2022 October 2023 Close on land •Preliminary Plat •Permits Final Plat Construction Start •Delivery Koselig on Main Sketch Plan Review Retail Interior Exterior Total Retail A 1,580 590 2,170 Retail B 727 727 Retail C 1,573 421 1,994 Total 3,880 1,011 4,891 Residential Interior Exterior Combined Units Total Interior Total Exterior Total Combined 2 bed 812 113 924 10 8,116 1,126 9,242 2 bed long 922 129 1,051 4 3,687 517 4,204 3 bed 1,148 127 1,275 4 4,594 507 5,101 1 bed ADA 597 597 1 597 - 597 1 bed small 490 490 1 490 - 490 Total 3,969 369 4,337 20 17,484 2,150 19,634 Site Size 28,704 Interior Exterior Combined Retail %13.5%3.5%17.0% Residential %60.9%7.5%68.4%<- Must be less than 75% Total %74.4%11.0%85.4% CSPLANTERPLANTERPLANTERPLANTERMTN BELL MHNE1/4 S.19T.1S, R.75WREC. # 2012002871OWNER: 404 DOC SUSIE LLCLOTS 17- 19TOWN OF EASTOMBLOCK 6OWNER: FRASER WASH HOUSE, LLCE1/2 NE1/4S. 19, T. 1S, R. 75BOOK 426, PAGE 0428OWNER: TOWN OF FRASERBOOK 242PAGE 606OWNER: YOUNGS REALESTATECO., LLCNE1/4S.19T.1S, R. 75WREC. #2015006301OWNER: CAMERON, CHRISTOPHERPALMERBOOK9301PAGE 2763OWNER: ANDERSON, RONALD MVACATED EASTOM,LOTS 19-22 &EX. E 14.5' LOT 23TOWN OF EASTOMBLOCK 7OWNER: TOWN OF FRASERVACATED EASTOM,LOTS 14-18TOWN OF EASTOMBLOCK 7OWNER: YOUNGS REAL STATE CO., LLC20' Koselig on Main Traffic Impact Study Byson Real Estate Co. Fraser, Colorado March 4, 2022 Prepared By: Sustainable Traffic Solutions, Inc. http://www.sustainabletrafficsolutions.com/ Joseph L. Henderson, PE, PTOE 303.589.6875 joe@sustainabletrafficsolutions.com Sustainable Traffic Solutions, Inc. Koselig on Main Traffic Impact Study Byson Real Estate Co. Fraser, Colorado March 4, 2022 Table of Contents Page 1.0 Introduction ................................................................................................... 1 2.0 Project Description ........................................................................................ 1 2.1 Study Area ............................................................................................... 1 2.2 Study Assumptions .................................................................................. 1 3.0 Existing Traffic Volumes ............................................................................... 2 3.1 Level of Service Analysis ......................................................................... 2 4.0 Site Generated Traffic Volumes ................................................................... 3 4.1 Trip Generation ........................................................................................ 3 4.2 Trip Distribution and Assignment ............................................................. 3 5.0 Year 2023 Traffic Conditions ........................................................................ 3 6.0 Year 2042 Traffic Conditions ........................................................................ 4 7.0 Auxiliary Lane Analysis ................................................................................ 4 8.0 Conclusions ................................................................................................... 5 List of Appendices Appendix A Traffic Count Data Appendix B CDOT Straight Line Diagram Appendix C VISTRO Analysis Results List of Tables Table 1 – Estimated Daily Volumes for Key Links in the Study Area Table 2 – Intersection Operational Summary Table 3 – Trip Generation Estimate Table of Contents (Continued) Sustainable Traffic Solutions, Inc. Koselig on Main Traffic Impact Study Byson Real Estate Co. Fraser, Colorado March 4, 2022 ii List of Figures Figure 1 – Vicinity Map Figure 2 – Site Plan Figure 3 – Laneage and Traffic Control – Existing Figure 4 – Existing Traffic Volumes – Morning Peak Hour Figure 5 – Existing Traffic Volumes – Evening Peak Hour Figure 6 – Term Trip Distribution Figure 7 – Trip Assignment – Morning Peak Hour Figure 8 – Trip Assignment – Evening Peak Hour Figure 9 – Year 2023 Background Traffic Volumes – Morning Peak Hour Figure 10 – Year 2023 Background Traffic Volumes – Evening Peak Hour Figure 11 – Year 2023 Total Traffic Volumes – Morning Peak Hour Figure 12 – Year 2023 Total Traffic Volumes – Evening Peak Hour Figure 13 – Year 2042 Background Traffic Volumes – Morning Peak Hour Figure 14 – Year 2042 Background Traffic Volumes – Evening Peak Hour Figure 15 – Year 2042 Total Traffic Volumes – Morning Peak Hour Figure 16 – Year 2042 Total Traffic Volumes – Evening Peak Hour Sustainable Traffic Solutions, Inc. Koselig on Main Traffic Impact Study Byson Real Estate Co. Fraser, Colorado March 4, 2022 1 Koselig on Main Traffic Impact Study 1.0 Introduction A residential development is planned on the northeast corner of Zerex Street (US 40) Fraser Avenue. Two buildings are planned with a total of 20 units. The building that fronts on Zerex Street will have a small space for a business. Figure 1 contains a vicinity map showing the location of the site, and Figure 2 contains the site plan. Two accesses are planned from the site including one access to Doc Susie Avenue and a second access to the alley where traffic will enter/exit Doc Susie Avenue. This traffic study was based on the Colorado Department of Transportation traffic impact study requirements 1. 2.0 Project Description 2.1 Study Area The study area includes the following intersections. Zerex Street / Eastom Avenue Zerex Street / Fraser Avenue Doc Susie Avenue / alley Doc Susie Avenue / site access The existing laneage and traffic control at the study area intersections are contained in Figure 3. Zerex Street has a five lane section with curb and gutter. Eastom Avenue, Fraser Avenue, and Doc Susie Avenue are all two lane streets. Parking is allowed on all of the streets in the study area. 2.2 Study Assumptions The following assumptions were utilized for this study. Adjustment of Traffic Count Data for COVID 19. Historic traffic count data were used to determine if it would be necessary to compensate for the effect of COVID 19. The historic data was obtained from Count Station 000216, a continuous count station on SH 125 north of US 40 in Grand County. The data from the count station showed that volumes in January 2022 decreased by 8% compared to the average of January 2018 and 2019. Therefore, the data collected for the project was inflated by 8% to compensate for the impact of COVID 19. The table with the data from Count Station 000216 is contained in Appendix A. 1 State Highway Access Code. The Transportation Commission of Colorado. Amended March 2002. Sustainable Traffic Solutions, Inc. Koselig on Main Traffic Impact Study Byson Real Estate Co. Fraser, Colorado March 4, 2022 2 Short-Term Planning Horizon. The development is expected to be completed and occupied in Year 2023, therefore, Year 2023 is the short-term planning horizon. Long-Term Planning Horizon. The long-term planning horizon is Year 2042 because it is 20 years in the future. Growth in Background Traffic. An annual growth rate was developed for Zerex Street (US 40) using the 20-year factor that is found in the straight-line diagram for US 40. Based on the 20-year factor of 1.18, an annual growth rate of 0.85% was calculated. The straight line diagram is contained in Appendix B. Saturation Flow Rate. The saturation flow rate was assumed to be 1,600 passenger cars / hour / lane which is typical in rural areas. Peak Hour Factor (PHF). The PHF was based on the data collected for the traffic study. At new approaches with low traffic volumes, the PHF was assumed to be 0.85 for all movements. Truck Percentage. A truck percentage of 2% was assumed for all movements. 3.0 Existing Traffic Volumes Traffic count data were collected for the project on Wednesday February 9, 2022 by All Traffic Data. The peak hour volumes are summarized in Figures 4 and 5. Existing and future daily volumes are summarized in Table 1. The traffic count data are contained in Appendix A. 3.1 Level of Service Analysis To evaluate the performance of the intersections within the study area, the level of service (LOS) was calculated using PTV VISTRO software. This software package utilizes criteria described in the Highway Capacity Manual 2. LOS is a measure used to describe operational conditions at an intersection. LOS categories ranging from A to F are assigned based on the predicted delay in seconds per vehicle for the intersection as a whole, as well as for individual turning movements. LOS A indicates very good operations, and LOS F indicates poor, congested operations. In rural areas, the typical threshold for acceptable operation is LOS C. The results of the analysis are summarized in the following table. It shows that Zerex Street / Eastom Avenue is operating at acceptable levels of service during both peak hours. Zerex Street / Fraser Avenue is operating at LOS C during the morning peak hour and LOS D during the evening peak hour. The level of service for intersections with side-street stop-control is determined by the movement with the highest delay value. In the case of these two intersections, the side-street left turn 2 Highway Capacity Manual, 7th Edition. National Academy of Sciences, Engineering, and Medicine. 2022. Sustainable Traffic Solutions, Inc. Koselig on Main Traffic Impact Study Byson Real Estate Co. Fraser, Colorado March 4, 2022 3 has the highest delay. The detailed analysis results are summarized in Table 2 and the VISTRO analysis results are contained in Appendix C. 4.0 Site Generated Traffic Volumes 4.1 Trip Generation In order to estimate the traffic impacts associated with this development, the amount of traffic generated by the project was calculated using trip generation rates contained in the Institute of Transportation Engineers (ITE) Trip Generation manual3 see Table 3). 4.2 Trip Distribution and Assignment The trip distribution for the development is contained in Figure 6. It is based on the existing peak hour volumes collected for the traffic study. The peak hour assignments are contained in Figures 7 and 8. The traffic that is expected to be generated by the retail space was not assigned because there is no designated parking for the patrons of that business, so those motorists will park on the street. Therefore, the volumes in Figures 7 and 8 only include the new traffic associated with the residential development. 5.0 Year 2023 Traffic Conditions Construction of the development is expected to be completed in Year 2023. Background traffic volumes for the Year 2023 were developed by inflating the through volumes on Zerex Street using the growth rates that were discussed in Section 2.2. The background traffic volume scenarios are contained in Figures 9 and 10. The Year 2023 total traffic volume scenarios were developed by adding the trip assignment to the background traffic volumes (see Figures 11 and 12). The results of the analysis of the background and total traffic volume scenarios are summarized in the following table. All of the intersections are expected to operate at acceptable levels of service except for Zerex Street / Fraser Avenue during the evening peak hour. 3 Trip Generation, 11th Edition. Institute of Transportation Engineers. September 2021. AM PM 1 - Zerex Street / Eastom Avenue Side-Street Stop B C 2 - Zerex Street / Fraser Avenue Side-Street Stop C D Intersection Control Peak Hour Sustainable Traffic Solutions, Inc. Koselig on Main Traffic Impact Study Byson Real Estate Co. Fraser, Colorado March 4, 2022 4 The detailed analysis results are summarized in Table 2 and the VISTRO analysis results are contained in Appendix C. 6.0 Year 2042 Traffic Conditions The Year 2042 background and total traffic volume scenarios were developed as discussed in Section 5.0. Figures 13 and 14 contain the background volumes, and the total traffic volumes are contained in Figures 15 and 16. The results of the analysis of the background and total traffic volume scenarios are summarized in the following table. All of the intersections are expected to operate at acceptable levels of service except for Zerex Street / Eastom Avenue and Zerex Street / Fraser Avenue during the evening peak hour. The detailed analysis results are summarized in Table 2 and the VISTRO analysis results are contained in Appendix C. 7.0 Auxiliary Lane Analysis The need for northbound right turn deceleration lanes was reviewed based on criteria that are contained in the State Highway Access Code. Zerex Street is classified as an NR-B roadway and the speed limit is 35 MPH in the vicinity of the site. A review of the need for auxiliary lanes is contained in the following table. It shows that northbound right turn deceleration lanes will not be required at either intersection as a result of the traffic that will be generated by this development. Control AM PM Control AM PM 1 - Zerex Street / Eastom Avenue Side-Street Stop B C Side-Street Stop B C 2 - Zerex Street / Fraser Avenue Side-Street Stop C D Side-Street Stop C D 3 - Doc Susie Avenue / Site Access ---------Side-Street Stop A A 4 - Doc Susie Avenue / Alley ---------Side-Street Stop A A Background Intersection Total Control AM PM Control AM PM 1 - Zerex Street / Eastom Avenue Side-Street Stop C D Side-Street Stop C D 2 - Zerex Street / Fraser Avenue Side-Street Stop C E Side-Street Stop C E 3 - Doc Susie Avenue / Site Access ---------Side-Street Stop A A 4 - Doc Susie Avenue / Alley ---------Side-Street Stop A A Intersection Background Total Sustainable Traffic Solutions, Inc. Koselig on Main Traffic Impact Study Byson Real Estate Co. Fraser, Colorado March 4, 2022 5 8.0 Conclusions STS has drawn the following conclusions based on the analysis performed for this project. Intersection Operation. The operation of the intersections was analyzed using PTV VISTRO software. The following bullets discuss the two key intersections on Zerex Street. Zerex Street / Eastom Avenue. This intersection is operating at acceptable levels of service (LOS C, or better) through the Year 2023 total traffic volume scenarios. By the Year 2042, the operation of the intersection is expected to decline to LOS D during the evening peak hour of the background and total traffic volume scenarios. Zerex Street / Fraser Avenue. This intersection is operating at LOS C during the morning peak hour and LOS D during the evening peak hour. It is expected to continue to operate at LOS C during the morning peak hour, however, the operation during the evening peak hour is expected to degrade to LOS E by the Year 2042 background and total traffic volume scenarios. Auxiliary Lanes. No new auxiliary lanes will be warranted on Zerex Street by the traffic from this development. Morning Evening NBRT >50 VPH 4 1 NBRT >50 VPH 5 8 2 - Zerex Street / Fraser Avenue Intersection / Movement Peak Hour Volume Threshold 1 - Zerex Street / Eastom Avenue Sustainable Traffic Solutions, Inc. Koselig on Main Traffic Impact Study Byson Real Estate Co. Fraser, Colorado March 4, 2022 Tables Table 1 – Estimated Daily Volumes for Key Links in the Study Area Table 2 – Intersection Operational Summary Table 3 – Trip Generation Estimate Link Zerex Street north of Eastom Avenue Zerex Street between Eastom Avenue and Fraser Avenue Zerex Street south of Fraser Avenue Eastom Avenue east of Zerex Street Fraser Avenue east of Zerex Street 1. The Year 2021 volumes highlighted in yellow were collected in the field. The other existing volumes were estimated using the peak hour to daily ratio for the evening peak hour. 11,017 210 12,000 11,230 150 100 50 50 12,210 12,230 12,380 210 110 160 Year 2042 Background Year 2042 Total 13,540 13,69011,810 Table 1. Estimated Daily Volumes for Key Links in the Study Area 10,700 150 11,660 Year 2022 Existing Traffic 1 Development Traffic Year 2023 Background Year 2023 Total 150 Year 2022 Factored Traffic 11,560 11,900 12,130 110 160 110160 14,370 160 13,880 14,090 14,220 160 210 Koselig on Main 1 - Daily Volumes 3/3/2022 3:58 PM Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS 14.4 B 20.5 C 14.5 B 20.7 C 14.6 B 20.9 C 16.3 C 25.3 D 16.4 C 25.6 D 18.5 C 27.1 D 18.7 C 27.4 D 18.7 C 27.6 D 22.2 C 35.4 E 22.2 C 35.8 E 8.6 A `#N/A 8.6 A 8.6 A 8.6 A 8.6 A 8.6 A 8.6 A Notes EBLT WBLT WBLT EBLT WBLT EBLT EBLT WBLT WBLT EBLT EBLT WBLT EBLT WBLT 4 - Doc Susie Avenue / Alley Morning 3 - Doc Susie Avenue / Site Access 2 - Zerex Street / Fraser Avenue EBLT WBLT EBLT WBLT 1 - Zerex Street / Eastom Avenue WVLT WBLT EBLT WBLT WBLTWBLTWBLT Table 2. Intersection Operational Summary Stop-Controlled Intersections 1 Year 2022 Factored Year 2023 Background Morning Evening Morning Evening Morning Evening Year 2023 Total 1. The level of service for intersections with side-street stop-control is determined by the movement with the highest delay value. Evening Year 2041 Background Year 2041 Total Evening Morning EBLT EBLT EBLT Koselig on Main 2 - LOS 3/2/2022 1:20 PM Table 3. Trip Generation Estimate Rate Total In Out Rate Total In Out Rate Total In Out Multifamily Housing (Mid-Rise) (Not Close to Rail Transit)221 20 DU 4.54 91 45 45 0.37 8 2 6 0.39 8 5 3 Strip Retail Plaza (<40K)822 3.9 1,000 ft2 54.45 213 106 106 2.36 10 6 4 6.59 26 13 13 Total ------------304 152 152 ---18 8 10 ---34 18 16 Land Use ITE Code 1 Size Unit Average Daily Trips Morning Peak Hour Trips Evening Peak Hour Trips Notes: 1. The trip generation estimate is based on rates contained in Trip Generation, 11th Edition (Institute of Transportation Engineers, September 2021). Koselig on Main 3 - Trip Gen 3/3/2022 3:44 PM Sustainable Traffic Solutions, Inc. Koselig on Main Traffic Impact Study Byson Real Estate Co. Fraser, Colorado March 4, 2022 Figures Figure 1 – Vicinity Map Figure 2 – Site Plan Figure 3 – Laneage and Traffic Control – Existing Figure 4 – Existing Traffic Volumes – Morning Peak Hour Figure 5 – Existing Traffic Volumes – Evening Peak Hour Figure 6 – Term Trip Distribution Figure 7 – Trip Assignment – Morning Peak Hour Figure 8 – Trip Assignment – Evening Peak Hour Figure 9 – Year 2023 Background Traffic Volumes – Morning Peak Hour Figure 10 – Year 2023 Background Traffic Volumes – Evening Peak Hour Figure 11 – Year 2023 Total Traffic Volumes – Morning Peak Hour Figure 12 – Year 2023 Total Traffic Volumes – Evening Peak Hour Figure 13 – Year 2042 Background Traffic Volumes – Morning Peak Hour Figure 14 – Year 2042 Background Traffic Volumes – Evening Peak Hour Figure 15 – Year 2042 Total Traffic Volumes – Morning Peak Hour Figure 16 – Year 2042 Total Traffic Volumes – Evening Peak Hour Figure 3 – Laneage and Traffic Control – Existing Zerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/4/2022 Fraser, CO Koselig on Main TIS Version 2022 (SP 0-2) Generated with Figure 4 – Existing Traffic Volumes – Morning Peak Hour Zerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/4/2022 Fraser, CO Koselig on Main TIS Version 2022 (SP 0-2) Generated with Figure 5 – Existing Traffic Volumes – Evening Peak Hour Zerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/4/2022 Fraser, CO Koselig on Main TIS Version 2022 (SP 0-2) Generated with Figure 7 – Trip Assignment – Morning Peak Hour Doc Susie/AlleyDocSusie/SiteAccessZerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/4/2022 Fraser, CO Koselig on Main TIS Version 2022 (SP 0-2) Generated with Figure 8 – Trip Assignment – Evening Peak Hour Doc Susie/AlleyDocSusie/SiteAccessZerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/4/2022 Fraser, CO Koselig on Main TIS Version 2022 (SP 0-2) Generated with Figure 9 – Year 2023 Background Traffic Volumes – Morning Peak Hour Zerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/4/2022 Fraser, CO Koselig on Main TIS Version 2022 (SP 0-2) Generated with Figure 10 – Year 2023 Background Traffic Volumes – Evening Peak Hour Zerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/4/2022 Fraser, CO Koselig on Main TIS Version 2022 (SP 0-2) Generated with Figure 11 – Year 2023 Total Traffic Volumes – Morning Peak Hour Doc Susie/AlleyDocSusie/SiteAccessZerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/4/2022 Fraser, CO Koselig on Main TIS Version 2022 (SP 0-2) Generated with Figure 12 – Year 2023 Total Traffic Volumes – Evening Peak Hour Doc Susie/AlleyDocSusie/SiteAccessZerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/4/2022 Fraser, CO Koselig on Main TIS Version 2022 (SP 0-2) Generated with Figure 13 – Year 2042 Background Traffic Volumes – Morning Peak Hour Zerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/4/2022 Fraser, CO Koselig on Main TIS Version 2022 (SP 0-2) Generated with Figure 14 – Year 2042 Background Traffic Volumes – Evening Peak Hour Zerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/4/2022 Fraser, CO Koselig on Main TIS Version 2022 (SP 0-2) Generated with Figure 15 – Year 2042 Total Traffic Volumes – Morning Peak Hour Doc Susie/AlleyDocSusie/SiteAccessZerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/4/2022 Fraser, CO Koselig on Main TIS Version 2022 (SP 0-2) Generated with Figure 16 – Year 2042 Total Traffic Volumes – Evening Peak Hour Doc Susie/AlleyDocSusie/SiteAccessZerex/FraserZerex/Eastom Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/4/2022 Fraser, CO Koselig on Main TIS Version 2022 (SP 0-2) Generated with Sustainable Traffic Solutions, Inc. Koselig on Main Traffic Impact Study Byson Real Estate Co. Fraser, Colorado March 4, 2022 Appendix A Traffic Count Data Year January February March April May June July August September October November December 2022 452 0 0 0 0 0 0 0 0 0 0 0 2021 522 458 523 578 792 1,187 1,301 1,108 1,247 922 741 528 2020 517 496 472 420 801 1,268 1,490 1,323 1,414 763 678 547 2019 482 504 494 485 716 1,076 1,361 1,253 1,281 948 660 523 2018 496 492 521 530 843 1,132 1,282 1,182 1,234 842 646 503 2018/2019 Average 489 498 508 508 780 1,104 1,322 1,218 1,258 895 653 513 2021 - 2018/2019 Average 33 -40 16 71 13 83 -21 -110 -11 27 88 15 Increase 7%-8%3%14%2%8%-2%-9%-1%3%13%3% 2022 - 2018/2019 Average -37 Increase -8% Count Station 000216 - Average Daily Volumes on SH 125 North of US 40 Count Station 000216 Summary 3/1/2022 10:22 AM LT TH RT LT TH RT LT TH RT LT TH RT Collected 1 246 4 2 542 5 2 0 2 1 0 1 Factored 1 266 4 2 585 5 2 0 2 1 0 1 LT TH RT LT TH RT LT TH RT LT TH RT Collected 14 241 4 0 524 16 8 0 14 4 0 3 Factored 15 260 4 0 566 17 9 0 15 4 0 3 Zerex Street / Eastom Avenue Northbound Southbound Eastbound Westbound Factored Traffic Volumes - Morning Peak Hour Zerex Street / Fraser Avenue Northbound Southbound Eastbound Westbound Koselig on Main Factored Volumes 3/1/2022 10:19 AM LT TH RT LT TH RT LT TH RT LT TH RT Collected 16 639 5 6 430 9 3 0 12 3 0 1 Factored 17 690 5 6 464 10 3 0 13 3 0 1 LT TH RT LT TH RT LT TH RT LT TH RT Collected 16 629 1 1 410 6 6 0 17 3 0 5 Factored 17 679 1 1 443 6 6 0 18 3 0 5 Factored Traffic Volumes - Evening Peak Hour Zerex Street / Fraser Avenue Northbound Southbound Eastbound Westbound Eastbound Westbound Zerex Street / Eastom Avenue Northbound Southbound Koselig on Main Factored Volumes 3/1/2022 10:20 AM ZEREX ST ZEREXSTFRASERAVEFRASERAVE 303) 216-2439 www.alltrafficdata.net Location:1 ZEREX ST & FRASER AVE AM Wednesday, February 9, 2022Date: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:08:00 AM - 09:00 AM Peak 15-Minutes:08:30 AM - 08:45 AM 549 249 2 6 251545 4 6 0.95 N S EW 0.94 0.50 0.77 0.33 490)(979) 8) 12) 10) 5) 493)(973) 5021 0 1 2 0 2 0 0 542124640FRASER AVE FRASER AVE ZEREX ST ZEREX ST 0 001NS EW 0000 0 0 01Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrian Crossings U-Turn Westbound Northbound Southbound Left ThruRightU-Turn Left ThruRightU-Turn Left ThruRightU-Turn 7:00 AM 0 0 39 0 275000000 117 0 0 006790100 7:15 AM 0 0 56 0 0121010000 185 0 0 007550142 7:30 AM 0 1 79 0 0109000011 192 0 0 007580100 7:45 AM 0 0 63 0 0121000010 185 0 0 017790000 8:00 AM 0 0 46 0 0146000000 193 0 0 008060010 8:15 AM 0 0 53 0 0129020000 188 0 0 001102 8:30 AM 0 0 80 0 0128000000 213 1 0 001022 8:45 AM 0 1 67 0 2139000010 212 0 0 000011 Count Total 7842 1,4859684048320130030 1010 Peak Hour 0 2 0 0 1 0 0 1 246 0 2 5428062145 1 0 0 0 ZEREX ST ZEREXSTEASTOMAVEEASTOMAVE 303) 216-2439 www.alltrafficdata.net Location:2 ZEREX ST & EASTOM AVE AM Wednesday, February 9, 2022Date: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:08:00 AM - 09:00 AM Peak 15-Minutes:08:30 AM - 08:45 AM 540 252 7 4 259542 22 30 0.95 N S EW 0.90 0.35 0.79 0.55 496)(1,004) 13) 8) 37) 28) 502)(1,006) 16003 0 4 14 0 8 0 0 5241424140EASTOM AVE EASTOM AVE ZEREX ST ZEREX ST 1 003NS EW 0000 0 1 12Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrian Crossings U-Turn Westbound Northbound Southbound Left ThruRightU-Turn Left ThruRightU-Turn Left ThruRightU-Turn 7:00 AM 0 0 40 0 078000000 119 0 0 007190010 7:15 AM 0 1 57 0 1127010030 192 2 0 028030200 7:30 AM 0 1 79 0 0137010000 221 0 0 008081101 7:45 AM 0 1 62 0 1116010000 187 0 0 008052013 8:00 AM 0 0 47 0 0147010000 203 0 0 008282015 8:15 AM 0 0 54 0 0131030000 197 3 0 001008 8:30 AM 0 5 75 0 0127000010 218 0 0 015122 8:45 AM 0 9 65 0 0119040030 210 0 0 006211 Count Total 206617 1,547982204791700700110 3050 Peak Hour 0 8 0 0 4 0 0 14 241 0 0 524828143416 3 0 0 1 ZEREX ST ZEREXSTFRASERAVEFRASERAVE 303) 216-2439 www.alltrafficdata.net Location:1 ZEREX ST & FRASER AVE PM Wednesday, February 9, 2022Date: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:04:30 PM - 05:30 PM Peak 15-Minutes:05:00 PM - 05:15 PM 445 643 4 11 660449 15 21 0.94 N S EW 0.93 0.75 0.90 0.71 1,154)(809) 9) 18) 48) 29) 1,185)(812) 9061 0 3 12 0 3 0 0 4301263954FRASER AVE FRASER AVE ZEREX ST ZEREX ST 7 3010NS EW 1200 2 5 46Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrian Crossings U-Turn Westbound Northbound Southbound Left ThruRightU-Turn Left ThruRightU-Turn Left ThruRightU-Turn 4:00 PM 1 3 134 0 286000010 231 5 3 001,0270013 4:15 PM 0 4 136 0 099010010 251 5 1 021,0942116 4:30 PM 2 4 152 0 0105010000 275 0 1 011,1244025 4:45 PM 0 3 140 0 4115010020 270 7 0 011,0773011 5:00 PM 0 3 178 0 0108000010 298 2 1 041,0054121 5:15 PM 2 2 169 0 2102010000 281 1 1 011002 5:30 PM 0 2 130 0 084010010 228 0 0 004024 5:45 PM 0 2 108 0 077000010 198 5 0 006013 Count Total 2510224 2,032776801,147235070050 90257 Peak Hour 0 3 0 0 3 0 4 12 639 0 6 430 1,12412159 10 3 0 7 ZEREX ST ZEREXSTEASTOMAVEEASTOMAVE 303) 216-2439 www.alltrafficdata.net Location:2 ZEREX ST & EASTOM AVE PM Wednesday, February 9, 2022Date: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:04:30 PM - 05:30 PM Peak 15-Minutes:05:00 PM - 05:15 PM 417 640 8 2 646430 23 22 0.97 N S EW 0.92 0.75 0.91 0.78 1,153)(756) 12) 6) 39) 47) 1,162)(779) 6015 0 3 17 0 6 0 0 4101662910EASTOM AVE EASTOM AVE ZEREX ST ZEREX ST 0 211NS EW 1110 0 0 10Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrian Crossings U-Turn Westbound Northbound Southbound Left ThruRightU-Turn Left ThruRightU-Turn Left ThruRightU-Turn 4:00 PM 0 4 131 0 081050000 228 0 2 211,0025011 4:15 PM 0 5 131 0 096020000 244 0 1 001,0575212 4:30 PM 0 3 150 0 0102020010 266 0 0 101,0944112 4:45 PM 0 4 137 0 1112020000 264 0 1 001,0486200 5:00 PM 0 4 174 0 098000010 283 1 1 009753201 5:15 PM 0 5 168 0 098020010 281 0 0 004003 5:30 PM 0 2 128 0 181030010 220 0 0 002101 5:45 PM 0 2 110 0 076000000 191 0 0 002010 Count Total 104831 1,977744201,1292900400160 1315 Peak Hour 0 6 0 0 3 0 0 16 629 0 1 410 1,09417516 1 2 1 0 Page 1 Date Start: 09-Feb-22 Site Code: 3 Station ID: 3 ZEREX ST N.O. FRASER AVE All Traffic Data Services www.alltrafficdata.net Start 09-Feb-22 Time Wed NB SB Total 12:00 AM 34 13 47 01:00 15 4 19 02:00 4 4 8 03:00 3 3 6 04:00 12 22 34 05:00 24 61 85 06:00 54 147 201 07:00 241 430 671 08:00 249 549 798 09:00 277 434 711 10:00 310 413 723 11:00 364 437 801 12:00 PM 407 463 870 01:00 389 393 782 02:00 455 428 883 03:00 530 364 894 04:00 566 426 992 05:00 588 383 971 06:00 349 245 594 07:00 236 118 354 08:00 139 97 236 09:00 103 56 159 10:00 68 69 137 11:00 21 20 41 Total 5438 5579 11017 Percent 49.4%50.6% AM Peak -11:00 08:00 ------11:00 Vol.-364 549 ------801 PM Peak -17:00 12:00 ------16:00 Vol.-588 463 ------992 Grand Total 5438 5579 11017 Percent 49.4%50.6% ADT ADT 11,017 AADT 11,017 Sustainable Traffic Solutions, Inc. Koselig on Main Traffic Impact Study Byson Real Estate Co. Fraser, Colorado March 4, 2022 Appendix B CDOT Straight Line Diagram The information contained inthismapisbasedonthemostcurrentlyavailabledataandhasbeencheckedforaccuracy. CDOTdoesnotguaranteetheaccuracyofanyinformationpresented, is notliableinanyrespectforanyerrorsoromissions, and is notresponsiblefordetermining "fitness for use". Legend Route Milepoint Structures Major Structure Minor Structure Created: Route 040A From 226 to 227 Date: 1/17/2022 Time: 6:52:02 AM 0 0.08 0.16 0.24 0.32 Miles Sustainable Traffic Solutions, Inc. Koselig on Main Traffic Impact Study Byson Real Estate Co. Fraser, Colorado March 4, 2022 Appendix C VISTRO Analysis Results Year 2022 Volumes Intersection Analysis Summary 3/2/2022ReportFile: C:\...\Existing AM.pdf Scenario 1 ExistingAMVistroFile: C:\...\AM.vistro Koselig on Main TIS V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. C18.50.022EBLeftHCM7th EditionTwo-waystopZerex/Fraser2 B14.40.028WBLeftHCM7th EditionTwo-waystopZerex/Eastom1 LOSDelay (s/veh)V/CWorstMvmtMethodControlTypeIntersectionNameID Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario1: 1 Existing AM Version 2022 (SP 0-2) Generated with 0.028VolumetoCapacity (v/c): BLevelOfService: 14.4Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 1: Zerex/Eastom Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00ExitPocketLength [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000100No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00LaneWidth [ft] RightLeftThruLeftRightThruTurningMovement Lane Configuration WestboundSouthboundNorthboundApproach EastomAvenueZerexStreetZerexStreetName Intersection Setup 000PedestrianVolume [ped/h] 91162905348TotalAnalysisVolume [veh/h] 231570187Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.35000.35000.90000.90000.79000.7900PeakHourFactor 3456604275TotalHourlyVolume [veh/h] 000000OtherVolume [veh/h] 000000ExistingSiteAdjustmentVolume [veh/h] 000000Pass-by Trips [veh/h] 000000DivertedTrips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000GrowthFactor 2.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 3456604275BaseVolumeInput [veh/h] EastomAvenueZerexStreetZerexStreetName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario1: 1 Existing AM Version 2022 (SP 0-2) Generated with BIntersectionLOS 0.24d_I, Intersection Delay [s/veh] BAAApproachLOS 12.250.000.00d_A, Approach Delay [s/veh] 3.023.020.000.000.000.0095th-Percentile Queue Length [ft/ln] 0.120.120.000.000.000.0095th-Percentile Queue Length [veh/ln] ABAAAAMovementLOS 9.5914.440.007.990.000.00d_M, Delay for Movement [s/veh] 0.010.030.010.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000NumberofStorageSpacesinMedian NoTwo-Stage Gap Acceptance 000StorageArea [veh] NoFlaredLane StopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario1: 1 Existing AM Version 2022 (SP 0-2) Generated with 0.022VolumetoCapacity (v/c): CLevelOfService: 18.5Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 2: Zerex/Fraser Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00ExitPocketLength [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000000000001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00LaneWidth [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurningMovement Lane Configuration WestboundEastboundSouthboundNorthboundApproach FraserAvenueFraserAvenueZerexStreetZerexStreetName Intersection Setup 0000PedestrianVolume [ped/h] 2026065622253451TotalAnalysisVolume [veh/h] 101202115611860Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.50000.50000.50000.33000.33000.33000.94000.94000.94000.77000.77000.7700PeakHourFactor 1012025585242661TotalHourlyVolume [veh/h] 000000000000OtherVolume [veh/h] 000000000000ExistingSiteAdjustmentVolume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000DivertedTrips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000GrowthFactor 2.002.002.002.002.002.002.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 1012025585242661BaseVolumeInput [veh/h] FraserAvenueFraserAvenueZerexStreetZerexStreetName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario1: 1 Existing AM Version 2022 (SP 0-2) Generated with CIntersectionLOS 0.25d_I, Intersection Delay [s/veh] BBAAApproachLOS 12.4814.520.030.03d_A, Approach Delay [s/veh] 0.620.620.622.382.382.380.000.040.080.000.000.0895th-Percentile Queue Length [ft/ln] 0.020.020.020.100.100.100.000.000.000.000.000.0095th-Percentile Queue Length [veh/ln] ACCBCCAAAAAAMovementLOS 9.3619.6115.6010.5719.8418.470.000.007.990.000.008.79d_M, Delay for Movement [s/veh] 0.000.000.010.010.000.020.000.010.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000NumberofStorageSpacesinMedian NoNoTwo-Stage Gap Acceptance 0000StorageArea [veh] NoNoFlaredLane StopStopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario1: 1 Existing AM Version 2022 (SP 0-2) Generated with Intersection Analysis Summary 3/2/2022ReportFile: C:\...\Existing PM.pdf Scenario 1 ExistingPMVistroFile: C:\...\PM.vistro Koselig on Main TIS V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. D27.10.024WBLeftHCM7th EditionTwo-waystopZerex/Fraser2 C20.50.017WBLeftHCM7th EditionTwo-waystopZerex/Eastom1 LOSDelay (s/veh)V/CWorstMvmtMethodControlTypeIntersectionNameID Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario1: 1 Existing PM Version 2022 (SP 0-2) Generated with 0.017VolumetoCapacity (v/c): CLevelOfService: 20.5Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 1: Zerex/Eastom Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00ExitPocketLength [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000100No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00LaneWidth [ft] RightLeftThruLeftRightThruTurningMovement Lane Configuration WestboundSouthboundNorthboundApproach EastomAvenueZerexStreetZerexStreetName Intersection Setup 000PedestrianVolume [ped/h] 7448211765TotalAnalysisVolume [veh/h] 2112000191Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.75000.75000.92000.92000.91000.9100PeakHourFactor 5344311696TotalHourlyVolume [veh/h] 000000OtherVolume [veh/h] 000000ExistingSiteAdjustmentVolume [veh/h] 000000Pass-by Trips [veh/h] 000000DivertedTrips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000GrowthFactor 2.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 5344311696BaseVolumeInput [veh/h] EastomAvenueZerexStreetZerexStreetName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario1: 1 Existing PM Version 2022 (SP 0-2) Generated with CIntersectionLOS 0.13d_I, Intersection Delay [s/veh] BAAApproachLOS 14.530.020.00d_A, Approach Delay [s/veh] 2.182.180.000.090.000.0095th-Percentile Queue Length [ft/ln] 0.090.090.000.000.000.0095th-Percentile Queue Length [veh/ln] BCAAAAMovementLOS 11.1220.490.009.270.000.00d_M, Delay for Movement [s/veh] 0.010.020.000.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000NumberofStorageSpacesinMedian NoTwo-Stage Gap Acceptance 000StorageArea [veh] NoFlaredLane StopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario1: 1 Existing PM Version 2022 (SP 0-2) Generated with 0.024VolumetoCapacity (v/c): DLevelOfService: 27.1Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 2: Zerex/Fraser Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00ExitPocketLength [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000000000001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00LaneWidth [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurningMovement Lane Configuration WestboundEastboundSouthboundNorthboundApproach FraserAvenueFraserAvenueZerexStreetZerexStreetName Intersection Setup 0000PedestrianVolume [ped/h] 1041804114996676719TotalAnalysisVolume [veh/h] 0015013125211925Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.75000.75000.75000.71000.71000.71000.93000.93000.93000.90000.90000.9000PeakHourFactor 1031303104646569017TotalHourlyVolume [veh/h] 000000000000OtherVolume [veh/h] 000000000000ExistingSiteAdjustmentVolume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000DivertedTrips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000GrowthFactor 2.002.002.002.002.002.002.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 1031303104646569017BaseVolumeInput [veh/h] FraserAvenueFraserAvenueZerexStreetZerexStreetName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario1: 1 Existing PM Version 2022 (SP 0-2) Generated with DIntersectionLOS 0.46d_I, Intersection Delay [s/veh] CBAAApproachLOS 23.9312.350.110.20d_A, Approach Delay [s/veh] 1.971.971.973.363.363.360.000.130.250.000.001.3895th-Percentile Queue Length [ft/ln] 0.080.080.080.130.130.130.000.010.010.000.000.0695th-Percentile Queue Length [veh/ln] BDDBDCAAAAAAMovementLOS 11.3729.5727.0710.1529.3222.220.000.009.300.000.008.49d_M, Delay for Movement [s/veh] 0.000.000.020.020.000.020.000.000.010.000.010.02V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000NumberofStorageSpacesinMedian NoNoTwo-Stage Gap Acceptance 0000StorageArea [veh] NoNoFlaredLane StopStopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario1: 1 Existing PM Version 2022 (SP 0-2) Generated with Year 2023 Traffic Volume Scenarios Intersection Analysis Summary 3/2/2022ReportFile: C:\...\2023 Back AM.pdf Scenario 2 2023 BackAMVistroFile: C:\...\AM.vistro Koselig on Main TIS V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. C18.70.022EBLeftHCM7th EditionTwo-waystopZerex/Fraser2 B14.50.028WBLeftHCM7th EditionTwo-waystopZerex/Eastom1 LOSDelay (s/veh)V/CWorstMvmtMethodControlTypeIntersectionNameID Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario2: 2 2023 Back AM Version 2022 (SP 0-2) Generated with 0.028VolumetoCapacity (v/c): BLevelOfService: 14.5Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 1: Zerex/Eastom Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00ExitPocketLength [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000100No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00LaneWidth [ft] RightLeftThruLeftRightThruTurningMovement Lane Configuration WestboundSouthboundNorthboundApproach EastomAvenueZerexStreetZerexStreetName Intersection Setup 000PedestrianVolume [ped/h] 91163605352TotalAnalysisVolume [veh/h] 231590188Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.35000.35000.90000.90000.79000.7900PeakHourFactor 3457204278TotalHourlyVolume [veh/h] 000000OtherVolume [veh/h] 000000ExistingSiteAdjustmentVolume [veh/h] 000000Pass-by Trips [veh/h] 000000DivertedTrips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.01001.00001.00001.0100GrowthFactor 2.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 3456604275BaseVolumeInput [veh/h] EastomAvenueZerexStreetZerexStreetName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario2: 2 2023 Back AM Version 2022 (SP 0-2) Generated with BIntersectionLOS 0.24d_I, Intersection Delay [s/veh] BAAApproachLOS 12.320.000.00d_A, Approach Delay [s/veh] 3.043.040.000.000.000.0095th-Percentile Queue Length [ft/ln] 0.120.120.000.000.000.0095th-Percentile Queue Length [veh/ln] ABAAAAMovementLOS 9.6014.540.008.000.000.00d_M, Delay for Movement [s/veh] 0.010.030.010.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000NumberofStorageSpacesinMedian NoTwo-Stage Gap Acceptance 000StorageArea [veh] NoFlaredLane StopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario2: 2 2023 Back AM Version 2022 (SP 0-2) Generated with 0.022VolumetoCapacity (v/c): CLevelOfService: 18.7Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 2: Zerex/Fraser Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00ExitPocketLength [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000000000001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00LaneWidth [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurningMovement Lane Configuration WestboundEastboundSouthboundNorthboundApproach FraserAvenueFraserAvenueZerexStreetZerexStreetName Intersection Setup 0000PedestrianVolume [ped/h] 2026065629253491TotalAnalysisVolume [veh/h] 101202115711870Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.50000.50000.50000.33000.33000.33000.94000.94000.94000.77000.77000.7700PeakHourFactor 1012025591242691TotalHourlyVolume [veh/h] 000000000000OtherVolume [veh/h] 000000000000ExistingSiteAdjustmentVolume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000DivertedTrips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.01001.00001.00001.01001.0000GrowthFactor 2.002.002.002.002.002.002.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 1012025585242661BaseVolumeInput [veh/h] FraserAvenueFraserAvenueZerexStreetZerexStreetName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario2: 2 2023 Back AM Version 2022 (SP 0-2) Generated with CIntersectionLOS 0.25d_I, Intersection Delay [s/veh] BBAAApproachLOS 12.5514.640.030.02d_A, Approach Delay [s/veh] 0.630.630.632.412.412.410.000.040.080.000.000.0895th-Percentile Queue Length [ft/ln] 0.030.030.030.100.100.100.000.000.000.000.000.0095th-Percentile Queue Length [veh/ln] ACCBCCAAAAAAMovementLOS 9.3719.8315.7310.6020.0718.680.000.008.000.000.008.81d_M, Delay for Movement [s/veh] 0.000.000.010.010.000.020.000.010.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000NumberofStorageSpacesinMedian NoNoTwo-Stage Gap Acceptance 0000StorageArea [veh] NoNoFlaredLane StopStopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario2: 2 2023 Back AM Version 2022 (SP 0-2) Generated with Intersection Analysis Summary 3/2/2022ReportFile: C:\...\2023 Back PM.pdf Scenario 2 2023 BackPMVistroFile: C:\...\PM.vistro Koselig on Main TIS V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. D27.40.024WBLeftHCM7th EditionTwo-waystopZerex/Fraser2 C20.70.017WBLeftHCM7th EditionTwo-waystopZerex/Eastom1 LOSDelay (s/veh)V/CWorstMvmtMethodControlTypeIntersectionNameID Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario2: 2 2023 Back PM Version 2022 (SP 0-2) Generated with 0.017VolumetoCapacity (v/c): CLevelOfService: 20.7Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 1: Zerex/Eastom Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00ExitPocketLength [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000100No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00LaneWidth [ft] RightLeftThruLeftRightThruTurningMovement Lane Configuration WestboundSouthboundNorthboundApproach EastomAvenueZerexStreetZerexStreetName Intersection Setup 000PedestrianVolume [ped/h] 7448611773TotalAnalysisVolume [veh/h] 2112100193Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.75000.75000.92000.92000.91000.9100PeakHourFactor 5344711703TotalHourlyVolume [veh/h] 000000OtherVolume [veh/h] 000000ExistingSiteAdjustmentVolume [veh/h] 000000Pass-by Trips [veh/h] 000000DivertedTrips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.01001.00001.00001.0100GrowthFactor 2.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 5344311696BaseVolumeInput [veh/h] EastomAvenueZerexStreetZerexStreetName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario2: 2 2023 Back PM Version 2022 (SP 0-2) Generated with CIntersectionLOS 0.13d_I, Intersection Delay [s/veh] BAAApproachLOS 14.640.020.00d_A, Approach Delay [s/veh] 2.212.210.000.090.000.0095th-Percentile Queue Length [ft/ln] 0.090.090.000.000.000.0095th-Percentile Queue Length [veh/ln] BCAAAAMovementLOS 11.1620.730.009.300.000.00d_M, Delay for Movement [s/veh] 0.010.020.000.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000NumberofStorageSpacesinMedian NoTwo-Stage Gap Acceptance 000StorageArea [veh] NoFlaredLane StopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario2: 2 2023 Back PM Version 2022 (SP 0-2) Generated with 0.024VolumetoCapacity (v/c): DLevelOfService: 27.4Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 2: Zerex/Fraser Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00ExitPocketLength [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000000000001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00LaneWidth [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurningMovement Lane Configuration WestboundEastboundSouthboundNorthboundApproach FraserAvenueFraserAvenueZerexStreetZerexStreetName Intersection Setup 0000PedestrianVolume [ped/h] 1041804115046677419TotalAnalysisVolume [veh/h] 0015013126211945Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.75000.75000.75000.71000.71000.71000.93000.93000.93000.90000.90000.9000PeakHourFactor 1031303104696569717TotalHourlyVolume [veh/h] 000000000000OtherVolume [veh/h] 000000000000ExistingSiteAdjustmentVolume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000DivertedTrips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.01001.00001.00001.01001.0000GrowthFactor 2.002.002.002.002.002.002.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 1031303104646569017BaseVolumeInput [veh/h] FraserAvenueFraserAvenueZerexStreetZerexStreetName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario2: 2 2023 Back PM Version 2022 (SP 0-2) Generated with DIntersectionLOS 0.45d_I, Intersection Delay [s/veh] CBAAApproachLOS 24.2312.410.110.20d_A, Approach Delay [s/veh] 2.002.002.003.393.393.390.000.130.250.000.001.3995th-Percentile Queue Length [ft/ln] 0.080.080.080.140.140.140.000.010.010.000.000.0695th-Percentile Queue Length [veh/ln] BDDBDCAAAAAAMovementLOS 11.4130.0027.4410.1829.7422.470.000.009.330.000.008.50d_M, Delay for Movement [s/veh] 0.000.000.020.020.000.020.000.010.010.000.010.02V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000NumberofStorageSpacesinMedian NoNoTwo-Stage Gap Acceptance 0000StorageArea [veh] NoNoFlaredLane StopStopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario2: 2 2023 Back PM Version 2022 (SP 0-2) Generated with Intersection Analysis Summary 3/2/2022ReportFile: C:\...\2023 Total AM.pdf Scenario 3 2023 TotalAMVistroFile: C:\...\AM.vistro Koselig on Main TIS V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. A8.60.002EBLeftHCM7th EditionTwo-waystopDocSusie/Alley4 A8.60.002EBLeftHCM7th EditionTwo-waystopDocSusie/SiteAccess3 C18.70.022EBLeftHCM7th EditionTwo-waystopZerex/Fraser2 B14.60.028WBLeftHCM7th EditionTwo-waystopZerex/Eastom1 LOSDelay (s/veh)V/CWorstMvmtMethodControlTypeIntersectionNameID Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario3: 3 2023 Total AM Version 2022 (SP 0-2) Generated with 0.028VolumetoCapacity (v/c): BLevelOfService: 14.6Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 1: Zerex/Eastom Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00ExitPocketLength [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000100No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00LaneWidth [ft] RightLeftThruLeftRightThruTurningMovement Lane Configuration WestboundSouthboundNorthboundApproach EastomAvenueZerexStreetZerexStreetName Intersection Setup 000PedestrianVolume [ped/h] 171163615352TotalAnalysisVolume [veh/h] 431590188Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.35000.35000.90000.90000.79000.7900PeakHourFactor 6457214278TotalHourlyVolume [veh/h] 000000OtherVolume [veh/h] 000000ExistingSiteAdjustmentVolume [veh/h] 000000Pass-by Trips [veh/h] 000000DivertedTrips [veh/h] 300100Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.01001.00001.00001.0100GrowthFactor 2.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 3456604275BaseVolumeInput [veh/h] EastomAvenueZerexStreetZerexStreetName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario3: 3 2023 Total AM Version 2022 (SP 0-2) Generated with BIntersectionLOS 0.33d_I, Intersection Delay [s/veh] BAAApproachLOS 11.590.010.00d_A, Approach Delay [s/veh] 3.843.840.000.060.000.0095th-Percentile Queue Length [ft/ln] 0.150.150.000.000.000.0095th-Percentile Queue Length [veh/ln] ABAAAAMovementLOS 9.6414.610.008.010.000.00d_M, Delay for Movement [s/veh] 0.020.030.010.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000NumberofStorageSpacesinMedian NoTwo-Stage Gap Acceptance 000StorageArea [veh] NoFlaredLane StopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario3: 3 2023 Total AM Version 2022 (SP 0-2) Generated with 0.022VolumetoCapacity (v/c): CLevelOfService: 18.7Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 2: Zerex/Fraser Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00ExitPocketLength [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000000000001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00LaneWidth [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurningMovement Lane Configuration WestboundEastboundSouthboundNorthboundApproach FraserAvenueFraserAvenueZerexStreetZerexStreetName Intersection Setup 0000PedestrianVolume [ped/h] 2086065629263491TotalAnalysisVolume [veh/h] 102202115712870Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.50000.50000.50000.33000.33000.33000.94000.94000.94000.77000.77000.7700PeakHourFactor 1042025591252691TotalHourlyVolume [veh/h] 000000000000OtherVolume [veh/h] 000000000000ExistingSiteAdjustmentVolume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000DivertedTrips [veh/h] 003000000100Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.01001.00001.00001.01001.0000GrowthFactor 2.002.002.002.002.002.002.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 1012025585242661BaseVolumeInput [veh/h] FraserAvenueFraserAvenueZerexStreetZerexStreetName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario3: 3 2023 Total AM Version 2022 (SP 0-2) Generated with CIntersectionLOS 0.34d_I, Intersection Delay [s/veh] BBAAApproachLOS 14.6614.640.030.02d_A, Approach Delay [s/veh] 2.012.012.012.412.412.410.000.040.080.000.000.0895th-Percentile Queue Length [ft/ln] 0.080.080.080.100.100.100.000.000.000.000.000.0095th-Percentile Queue Length [veh/ln] ACCBCCAAAAAAMovementLOS 9.5620.0315.9310.6020.0918.680.000.008.000.000.008.81d_M, Delay for Movement [s/veh] 0.000.000.020.010.000.020.000.010.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000NumberofStorageSpacesinMedian NoNoTwo-Stage Gap Acceptance 0000StorageArea [veh] NoNoFlaredLane StopStopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario3: 3 2023 Total AM Version 2022 (SP 0-2) Generated with 0.002VolumetoCapacity (v/c): ALevelOfService: 8.6Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 3: Doc Susie/Site Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00ExitPocketLength [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00LaneWidth [ft] RightLeftRightThruThruLeftTurningMovement Lane Configuration EastboundSouthboundNorthboundApproach SiteAccessDocSusieAvenueDocSusieAvenueName Intersection Setup 000PedestrianVolume [ped/h] 221571TotalAnalysisVolume [veh/h] 110120Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.85000.85000.85000.85000.85000.8500PeakHourFactor 221461TotalHourlyVolume [veh/h] 000000OtherVolume [veh/h] 000000ExistingSiteAdjustmentVolume [veh/h] 000000Pass-by Trips [veh/h] 000000DivertedTrips [veh/h] 221201Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000GrowthFactor 2.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 000260BaseVolumeInput [veh/h] SiteAccessDocSusieAvenueDocSusieAvenueName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario3: 3 2023 Total AM Version 2022 (SP 0-2) Generated with AIntersectionLOS 2.29d_I, Intersection Delay [s/veh] AAAApproachLOS 8.480.000.90d_A, Approach Delay [s/veh] 0.290.290.000.000.040.0495th-Percentile Queue Length [ft/ln] 0.010.010.000.000.000.0095th-Percentile Queue Length [veh/ln] AAAAAAMovementLOS 8.358.600.000.000.007.23d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000NumberofStorageSpacesinMedian NoTwo-Stage Gap Acceptance 000StorageArea [veh] NoFlaredLane StopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario3: 3 2023 Total AM Version 2022 (SP 0-2) Generated with 0.002VolumetoCapacity (v/c): ALevelOfService: 8.6Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 4: Doc Susie/Alley Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00ExitPocketLength [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00LaneWidth [ft] RightLeftRightThruThruLeftTurningMovement Lane Configuration EastboundSouthboundNorthboundApproach AlleyDocSusieAvenueDocSusieAvenueName Intersection Setup 000PedestrianVolume [ped/h] 220690TotalAnalysisVolume [veh/h] 110120Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.85000.85000.85000.85000.85000.8500PeakHourFactor 220580TotalHourlyVolume [veh/h] 000000OtherVolume [veh/h] 000000ExistingSiteAdjustmentVolume [veh/h] 000000Pass-by Trips [veh/h] 000000DivertedTrips [veh/h] 220120Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000GrowthFactor 2.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 000460BaseVolumeInput [veh/h] AlleyDocSusieAvenueDocSusieAvenueName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario3: 3 2023 Total AM Version 2022 (SP 0-2) Generated with AIntersectionLOS 1.78d_I, Intersection Delay [s/veh] AAAApproachLOS 8.480.000.00d_A, Approach Delay [s/veh] 0.290.290.000.000.000.0095th-Percentile Queue Length [ft/ln] 0.010.010.000.000.000.0095th-Percentile Queue Length [veh/ln] AAAAAAMovementLOS 8.368.600.000.000.007.23d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000NumberofStorageSpacesinMedian NoTwo-Stage Gap Acceptance 000StorageArea [veh] NoFlaredLane StopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario3: 3 2023 Total AM Version 2022 (SP 0-2) Generated with Intersection Analysis Summary 3/2/2022ReportFile: C:\...\2023 Total PM.pdf Scenario 3 2023 TotalPMVistroFile: C:\...\PM.vistro Koselig on Main TIS V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. A8.60.001EBLeftHCM7th EditionTwo-waystopDocSusie/Alley4 A8.60.001EBLeftHCM7th EditionTwo-waystopDocSusie/SiteAccess3 D27.60.031WBLeftHCM7th EditionTwo-waystopZerex/Fraser2 C20.90.017WBLeftHCM7th EditionTwo-waystopZerex/Eastom1 LOSDelay (s/veh)V/CWorstMvmtMethodControlTypeIntersectionNameID Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario3: 3 2023 Total PM Version 2022 (SP 0-2) Generated with 0.017VolumetoCapacity (v/c): CLevelOfService: 20.9Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 1: Zerex/Eastom Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00ExitPocketLength [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000100No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00LaneWidth [ft] RightLeftThruLeftRightThruTurningMovement Lane Configuration WestboundSouthboundNorthboundApproach EastomAvenueZerexStreetZerexStreetName Intersection Setup 000PedestrianVolume [ped/h] 9448641773TotalAnalysisVolume [veh/h] 2112110193Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.75000.75000.92000.92000.91000.9100PeakHourFactor 7344741703TotalHourlyVolume [veh/h] 000000OtherVolume [veh/h] 000000ExistingSiteAdjustmentVolume [veh/h] 000000Pass-by Trips [veh/h] 000000DivertedTrips [veh/h] 200300Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.01001.00001.00001.0100GrowthFactor 2.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 5344311696BaseVolumeInput [veh/h] EastomAvenueZerexStreetZerexStreetName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario3: 3 2023 Total PM Version 2022 (SP 0-2) Generated with CIntersectionLOS 0.17d_I, Intersection Delay [s/veh] BAAApproachLOS 14.190.080.00d_A, Approach Delay [s/veh] 2.482.480.000.360.000.0095th-Percentile Queue Length [ft/ln] 0.100.100.000.010.000.0095th-Percentile Queue Length [veh/ln] BCAAAAMovementLOS 11.1820.940.009.320.000.00d_M, Delay for Movement [s/veh] 0.010.020.000.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000NumberofStorageSpacesinMedian NoTwo-Stage Gap Acceptance 000StorageArea [veh] NoFlaredLane StopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario3: 3 2023 Total PM Version 2022 (SP 0-2) Generated with 0.031VolumetoCapacity (v/c): DLevelOfService: 27.6Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 2: Zerex/Fraser Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00ExitPocketLength [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000000000001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00LaneWidth [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurningMovement Lane Configuration WestboundEastboundSouthboundNorthboundApproach FraserAvenueFraserAvenueZerexStreetZerexStreetName Intersection Setup 0000PedestrianVolume [ped/h] 1051804115046977419TotalAnalysisVolume [veh/h] 0015013126221945Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.75000.75000.75000.71000.71000.71000.93000.93000.93000.90000.90000.9000PeakHourFactor 1041303104696869717TotalHourlyVolume [veh/h] 000000000000OtherVolume [veh/h] 000000000000ExistingSiteAdjustmentVolume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000DivertedTrips [veh/h] 001000000300Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.01001.00001.00001.01001.0000GrowthFactor 2.002.002.002.002.002.002.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 1031303104646569017BaseVolumeInput [veh/h] FraserAvenueFraserAvenueZerexStreetZerexStreetName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario3: 3 2023 Total PM Version 2022 (SP 0-2) Generated with DIntersectionLOS 0.47d_I, Intersection Delay [s/veh] CBAAApproachLOS 24.9612.410.110.20d_A, Approach Delay [s/veh] 2.482.482.483.393.393.390.000.130.250.000.001.3995th-Percentile Queue Length [ft/ln] 0.100.100.100.140.140.140.000.010.010.000.000.0695th-Percentile Queue Length [veh/ln] BDDBDCAAAAAAMovementLOS 11.5730.1927.6310.1829.8422.470.000.009.340.000.008.50d_M, Delay for Movement [s/veh] 0.000.000.030.020.000.020.000.010.010.000.010.02V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000NumberofStorageSpacesinMedian NoNoTwo-Stage Gap Acceptance 0000StorageArea [veh] NoNoFlaredLane StopStopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario3: 3 2023 Total PM Version 2022 (SP 0-2) Generated with 0.001VolumetoCapacity (v/c): ALevelOfService: 8.6Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 3: Doc Susie/Site Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00ExitPocketLength [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00LaneWidth [ft] RightLeftRightThruThruLeftTurningMovement Lane Configuration EastboundSouthboundNorthboundApproach SiteAccessDocSusieAvenueDocSusieAvenueName Intersection Setup 000PedestrianVolume [ped/h] 114474TotalAnalysisVolume [veh/h] 001121Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.85000.85000.85000.85000.85000.8500PeakHourFactor 113363TotalHourlyVolume [veh/h] 000000OtherVolume [veh/h] 000000ExistingSiteAdjustmentVolume [veh/h] 000000Pass-by Trips [veh/h] 000000DivertedTrips [veh/h] 113103Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000GrowthFactor 2.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 000260BaseVolumeInput [veh/h] SiteAccessDocSusieAvenueDocSusieAvenueName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario3: 3 2023 Total PM Version 2022 (SP 0-2) Generated with AIntersectionLOS 2.19d_I, Intersection Delay [s/veh] AAAApproachLOS 8.490.002.63d_A, Approach Delay [s/veh] 0.150.150.000.000.170.1795th-Percentile Queue Length [ft/ln] 0.010.010.000.000.010.0195th-Percentile Queue Length [veh/ln] AAAAAAMovementLOS 8.358.630.000.000.007.24d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000NumberofStorageSpacesinMedian NoTwo-Stage Gap Acceptance 000StorageArea [veh] NoFlaredLane StopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario3: 3 2023 Total PM Version 2022 (SP 0-2) Generated with 0.001VolumetoCapacity (v/c): ALevelOfService: 8.6Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 4: Doc Susie/Alley Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00ExitPocketLength [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00LaneWidth [ft] RightLeftRightThruThruLeftTurningMovement Lane Configuration EastboundSouthboundNorthboundApproach AlleyDocSusieAvenueDocSusieAvenueName Intersection Setup 000PedestrianVolume [ped/h] 110880TotalAnalysisVolume [veh/h] 000220Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.85000.85000.85000.85000.85000.8500PeakHourFactor 110770TotalHourlyVolume [veh/h] 000000OtherVolume [veh/h] 000000ExistingSiteAdjustmentVolume [veh/h] 000000Pass-by Trips [veh/h] 000000DivertedTrips [veh/h] 110310Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000GrowthFactor 2.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 000460BaseVolumeInput [veh/h] AlleyDocSusieAvenueDocSusieAvenueName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario3: 3 2023 Total PM Version 2022 (SP 0-2) Generated with AIntersectionLOS 0.94d_I, Intersection Delay [s/veh] AAAApproachLOS 8.480.000.00d_A, Approach Delay [s/veh] 0.140.140.000.000.000.0095th-Percentile Queue Length [ft/ln] 0.010.010.000.000.000.0095th-Percentile Queue Length [veh/ln] AAAAAAMovementLOS 8.368.600.000.000.007.23d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000NumberofStorageSpacesinMedian NoTwo-Stage Gap Acceptance 000StorageArea [veh] NoFlaredLane StopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario3: 3 2023 Total PM Version 2022 (SP 0-2) Generated with Year 2042 Traffic Volume Scenarios Intersection Analysis Summary 3/2/2022ReportFile: C:\...\2042 Back AM.pdf Scenario 4 2042 BackAMVistroFile: C:\...\AM.vistro Koselig on Main TIS V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. C22.20.028EBLeftHCM7th EditionTwo-waystopZerex/Fraser2 C16.30.033WBLeftHCM7th EditionTwo-waystopZerex/Eastom1 LOSDelay (s/veh)V/CWorstMvmtMethodControlTypeIntersectionNameID Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario4: 4 2042 Back AM Version 2022 (SP 0-2) Generated with 0.033VolumetoCapacity (v/c): CLevelOfService: 16.3Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 1: Zerex/Eastom Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00ExitPocketLength [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000100No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00LaneWidth [ft] RightLeftThruLeftRightThruTurningMovement Lane Configuration WestboundSouthboundNorthboundApproach EastomAvenueZerexStreetZerexStreetName Intersection Setup 000PedestrianVolume [ped/h] 91174205411TotalAnalysisVolume [veh/h] 2318601103Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.35000.35000.90000.90000.79000.7900PeakHourFactor 3466804325TotalHourlyVolume [veh/h] 000000OtherVolume [veh/h] 000000ExistingSiteAdjustmentVolume [veh/h] 000000Pass-by Trips [veh/h] 000000DivertedTrips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.18001.00001.00001.1800GrowthFactor 2.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 3456604275BaseVolumeInput [veh/h] EastomAvenueZerexStreetZerexStreetName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario4: 4 2042 Back AM Version 2022 (SP 0-2) Generated with CIntersectionLOS 0.23d_I, Intersection Delay [s/veh] BAAApproachLOS 13.410.000.00d_A, Approach Delay [s/veh] 3.493.490.000.000.000.0095th-Percentile Queue Length [ft/ln] 0.140.140.000.000.000.0095th-Percentile Queue Length [veh/ln] ACAAAAMovementLOS 9.8916.290.008.160.000.00d_M, Delay for Movement [s/veh] 0.010.030.010.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000NumberofStorageSpacesinMedian NoTwo-Stage Gap Acceptance 000StorageArea [veh] NoFlaredLane StopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario4: 4 2042 Back AM Version 2022 (SP 0-2) Generated with 0.028VolumetoCapacity (v/c): CLevelOfService: 22.2Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 2: Zerex/Fraser Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00ExitPocketLength [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000000000001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00LaneWidth [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurningMovement Lane Configuration WestboundEastboundSouthboundNorthboundApproach FraserAvenueFraserAvenueZerexStreetZerexStreetName Intersection Setup 0000PedestrianVolume [ped/h] 2026065734254081TotalAnalysisVolume [veh/h] 1012021184111020Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.50000.50000.50000.33000.33000.33000.94000.94000.94000.77000.77000.7700PeakHourFactor 1012025690243141TotalHourlyVolume [veh/h] 000000000000OtherVolume [veh/h] 000000000000ExistingSiteAdjustmentVolume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000DivertedTrips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.18001.00001.00001.18001.0000GrowthFactor 2.002.002.002.002.002.002.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 1012025585242661BaseVolumeInput [veh/h] FraserAvenueFraserAvenueZerexStreetZerexStreetName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario4: 4 2042 Back AM Version 2022 (SP 0-2) Generated with CIntersectionLOS 0.24d_I, Intersection Delay [s/veh] BCAAApproachLOS 13.7616.690.020.02d_A, Approach Delay [s/veh] 0.730.730.732.912.912.910.000.040.080.000.000.0995th-Percentile Queue Length [ft/ln] 0.030.030.030.120.120.120.000.000.000.000.000.0095th-Percentile Queue Length [veh/ln] ACCBCCAAAAAAMovementLOS 9.5923.5717.9411.1723.9322.210.000.008.150.000.009.18d_M, Delay for Movement [s/veh] 0.000.000.010.010.000.030.000.010.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000NumberofStorageSpacesinMedian NoNoTwo-Stage Gap Acceptance 0000StorageArea [veh] NoNoFlaredLane StopStopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario4: 4 2042 Back AM Version 2022 (SP 0-2) Generated with Intersection Analysis Summary 3/2/2022ReportFile: C:\...\2042 Back PM.pdf Scenario 4 2042 BackPMVistroFile: C:\...\PM.vistro Koselig on Main TIS V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. E35.40.033WBLeftHCM7th EditionTwo-waystopZerex/Fraser2 D25.30.022WBLeftHCM7th EditionTwo-waystopZerex/Eastom1 LOSDelay (s/veh)V/CWorstMvmtMethodControlTypeIntersectionNameID Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario4: 4 2042 Back PM Version 2022 (SP 0-2) Generated with 0.022VolumetoCapacity (v/c): DLevelOfService: 25.3Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 1: Zerex/Eastom Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00ExitPocketLength [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000100No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00LaneWidth [ft] RightLeftThruLeftRightThruTurningMovement Lane Configuration WestboundSouthboundNorthboundApproach EastomAvenueZerexStreetZerexStreetName Intersection Setup 000PedestrianVolume [ped/h] 7456811902TotalAnalysisVolume [veh/h] 2114200226Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.75000.75000.92000.92000.91000.9100PeakHourFactor 5352311821TotalHourlyVolume [veh/h] 000000OtherVolume [veh/h] 000000ExistingSiteAdjustmentVolume [veh/h] 000000Pass-by Trips [veh/h] 000000DivertedTrips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.18001.00001.00001.1800GrowthFactor 2.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 5344311696BaseVolumeInput [veh/h] EastomAvenueZerexStreetZerexStreetName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario4: 4 2042 Back PM Version 2022 (SP 0-2) Generated with DIntersectionLOS 0.13d_I, Intersection Delay [s/veh] CAAApproachLOS 16.790.020.00d_A, Approach Delay [s/veh] 2.692.690.000.100.000.0095th-Percentile Queue Length [ft/ln] 0.110.110.000.000.000.0095th-Percentile Queue Length [veh/ln] BDAAAAMovementLOS 11.8925.350.009.820.000.00d_M, Delay for Movement [s/veh] 0.010.020.010.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000NumberofStorageSpacesinMedian NoTwo-Stage Gap Acceptance 000StorageArea [veh] NoFlaredLane StopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario4: 4 2042 Back PM Version 2022 (SP 0-2) Generated with 0.033VolumetoCapacity (v/c): ELevelOfService: 35.4Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 2: Zerex/Fraser Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00ExitPocketLength [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000000000001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00LaneWidth [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurningMovement Lane Configuration WestboundEastboundSouthboundNorthboundApproach FraserAvenueFraserAvenueZerexStreetZerexStreetName Intersection Setup 0000PedestrianVolume [ped/h] 1041804115896690419TotalAnalysisVolume [veh/h] 0015013147212265Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.75000.75000.75000.71000.71000.71000.93000.93000.93000.90000.90000.9000PeakHourFactor 1031303105486581417TotalHourlyVolume [veh/h] 000000000000OtherVolume [veh/h] 000000000000ExistingSiteAdjustmentVolume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000DivertedTrips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.18001.00001.00001.18001.0000GrowthFactor 2.002.002.002.002.002.002.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 1031303104646569017BaseVolumeInput [veh/h] FraserAvenueFraserAvenueZerexStreetZerexStreetName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario4: 4 2042 Back PM Version 2022 (SP 0-2) Generated with EIntersectionLOS 0.44d_I, Intersection Delay [s/veh] DBAAApproachLOS 30.8113.700.100.18d_A, Approach Delay [s/veh] 2.672.672.673.973.973.970.000.130.250.000.001.4995th-Percentile Queue Length [ft/ln] 0.110.110.110.160.160.160.000.010.010.000.000.0695th-Percentile Queue Length [veh/ln] BEEBEDAAAAAAMovementLOS 12.4139.1035.4110.6138.5327.590.000.009.840.000.008.77d_M, Delay for Movement [s/veh] 0.000.000.030.030.000.020.000.010.010.000.010.02V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000NumberofStorageSpacesinMedian NoNoTwo-Stage Gap Acceptance 0000StorageArea [veh] NoNoFlaredLane StopStopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario4: 4 2042 Back PM Version 2022 (SP 0-2) Generated with Intersection Analysis Summary 3/2/2022ReportFile: C:\...\2042 Toal PM.pdf Scenario 5 2042 TotalPMVistroFile: C:\...\PM.vistro Koselig on Main TIS V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. A8.60.001EBLeftHCM7th EditionTwo-waystopDocSusie/Alley4 A8.60.001EBLeftHCM7th EditionTwo-waystopDocSusie/SiteAccess3 E35.80.041WBLeftHCM7th EditionTwo-waystopZerex/Fraser2 D25.60.022WBLeftHCM7th EditionTwo-waystopZerex/Eastom1 LOSDelay (s/veh)V/CWorstMvmtMethodControlTypeIntersectionNameID Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario5: 5 2042 Total PM Version 2022 (SP 0-2) Generated with 0.022VolumetoCapacity (v/c): DLevelOfService: 25.6Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 1: Zerex/Eastom Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00ExitPocketLength [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000100No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00LaneWidth [ft] RightLeftThruLeftRightThruTurningMovement Lane Configuration WestboundSouthboundNorthboundApproach EastomAvenueZerexStreetZerexStreetName Intersection Setup 000PedestrianVolume [ped/h] 9456841902TotalAnalysisVolume [veh/h] 2114210226Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.75000.75000.92000.92000.91000.9100PeakHourFactor 7352341821TotalHourlyVolume [veh/h] 000000OtherVolume [veh/h] 000000ExistingSiteAdjustmentVolume [veh/h] 000000Pass-by Trips [veh/h] 000000DivertedTrips [veh/h] 200300Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.18001.00001.00001.1800GrowthFactor 2.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 5344311696BaseVolumeInput [veh/h] EastomAvenueZerexStreetZerexStreetName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario5: 5 2042 Total PM Version 2022 (SP 0-2) Generated with DIntersectionLOS 0.17d_I, Intersection Delay [s/veh] CAAApproachLOS 16.130.070.00d_A, Approach Delay [s/veh] 3.013.010.000.400.000.0095th-Percentile Queue Length [ft/ln] 0.120.120.000.020.000.0095th-Percentile Queue Length [veh/ln] BDAAAAMovementLOS 11.9125.630.009.830.000.00d_M, Delay for Movement [s/veh] 0.020.020.010.010.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000NumberofStorageSpacesinMedian NoTwo-Stage Gap Acceptance 000StorageArea [veh] NoFlaredLane StopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario5: 5 2042 Total PM Version 2022 (SP 0-2) Generated with 0.041VolumetoCapacity (v/c): ELevelOfService: 35.8Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 2: Zerex/Fraser Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00ExitPocketLength [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000000000001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00LaneWidth [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurningMovement Lane Configuration WestboundEastboundSouthboundNorthboundApproach FraserAvenueFraserAvenueZerexStreetZerexStreetName Intersection Setup 0000PedestrianVolume [ped/h] 1051804115896990419TotalAnalysisVolume [veh/h] 0015013147222265Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.75000.75000.75000.71000.71000.71000.93000.93000.93000.90000.90000.9000PeakHourFactor 1041303105486881417TotalHourlyVolume [veh/h] 000000000000OtherVolume [veh/h] 000000000000ExistingSiteAdjustmentVolume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000DivertedTrips [veh/h] 001000000300Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.18001.00001.00001.18001.0000GrowthFactor 2.002.002.002.002.002.002.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 1031303104646569017BaseVolumeInput [veh/h] FraserAvenueFraserAvenueZerexStreetZerexStreetName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario5: 5 2042 Total PM Version 2022 (SP 0-2) Generated with EIntersectionLOS 0.46d_I, Intersection Delay [s/veh] DBAAApproachLOS 31.9113.700.100.18d_A, Approach Delay [s/veh] 3.343.343.343.973.973.970.000.130.250.000.001.4995th-Percentile Queue Length [ft/ln] 0.130.130.130.160.160.160.000.010.010.000.000.0695th-Percentile Queue Length [veh/ln] BEEBEDAAAAAAMovementLOS 12.6839.4435.7510.6138.6827.590.000.009.860.000.008.77d_M, Delay for Movement [s/veh] 0.000.000.040.030.000.020.000.010.010.000.010.02V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000NumberofStorageSpacesinMedian NoNoTwo-Stage Gap Acceptance 0000StorageArea [veh] NoNoFlaredLane StopStopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario5: 5 2042 Total PM Version 2022 (SP 0-2) Generated with 0.001VolumetoCapacity (v/c): ALevelOfService: 8.6Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 3: Doc Susie/Site Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00ExitPocketLength [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00LaneWidth [ft] RightLeftRightThruThruLeftTurningMovement Lane Configuration EastboundSouthboundNorthboundApproach SiteAccessDocSusieAvenueDocSusieAvenueName Intersection Setup 000PedestrianVolume [ped/h] 114474TotalAnalysisVolume [veh/h] 001121Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.85000.85000.85000.85000.85000.8500PeakHourFactor 113363TotalHourlyVolume [veh/h] 000000OtherVolume [veh/h] 000000ExistingSiteAdjustmentVolume [veh/h] 000000Pass-by Trips [veh/h] 000000DivertedTrips [veh/h] 113103Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000GrowthFactor 2.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 000260BaseVolumeInput [veh/h] SiteAccessDocSusieAvenueDocSusieAvenueName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario5: 5 2042 Total PM Version 2022 (SP 0-2) Generated with AIntersectionLOS 2.19d_I, Intersection Delay [s/veh] AAAApproachLOS 8.490.002.63d_A, Approach Delay [s/veh] 0.150.150.000.000.170.1795th-Percentile Queue Length [ft/ln] 0.010.010.000.000.010.0195th-Percentile Queue Length [veh/ln] AAAAAAMovementLOS 8.358.630.000.000.007.24d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000NumberofStorageSpacesinMedian NoTwo-Stage Gap Acceptance 000StorageArea [veh] NoFlaredLane StopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario5: 5 2042 Total PM Version 2022 (SP 0-2) Generated with 0.001VolumetoCapacity (v/c): ALevelOfService: 8.6Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 4: Doc Susie/Alley Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00ExitPocketLength [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00LaneWidth [ft] RightLeftRightThruThruLeftTurningMovement Lane Configuration EastboundSouthboundNorthboundApproach AlleyDocSusieAvenueDocSusieAvenueName Intersection Setup 000PedestrianVolume [ped/h] 110880TotalAnalysisVolume [veh/h] 000220Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.85000.85000.85000.85000.85000.8500PeakHourFactor 110770TotalHourlyVolume [veh/h] 000000OtherVolume [veh/h] 000000ExistingSiteAdjustmentVolume [veh/h] 000000Pass-by Trips [veh/h] 000000DivertedTrips [veh/h] 110310Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000GrowthFactor 2.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 000460BaseVolumeInput [veh/h] AlleyDocSusieAvenueDocSusieAvenueName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario5: 5 2042 Total PM Version 2022 (SP 0-2) Generated with AIntersectionLOS 0.94d_I, Intersection Delay [s/veh] AAAApproachLOS 8.480.000.00d_A, Approach Delay [s/veh] 0.140.140.000.000.000.0095th-Percentile Queue Length [ft/ln] 0.010.010.000.000.000.0095th-Percentile Queue Length [veh/ln] AAAAAAMovementLOS 8.368.600.000.000.007.23d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000NumberofStorageSpacesinMedian NoTwo-Stage Gap Acceptance 000StorageArea [veh] NoFlaredLane StopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario5: 5 2042 Total PM Version 2022 (SP 0-2) Generated with Intersection Analysis Summary 3/2/2022ReportFile: C:\...\2042 Total AM.pdf Scenario 5 2042 TotalAMVistroFile: C:\...\AM.vistro Koselig on Main TIS V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. A8.60.002EBLeftHCM7th EditionTwo-waystopDocSusie/Alley4 A8.60.002EBLeftHCM7th EditionTwo-waystopDocSusie/SiteAccess3 C22.20.028EBLeftHCM7th EditionTwo-waystopZerex/Fraser2 C16.40.033WBLeftHCM7th EditionTwo-waystopZerex/Eastom1 LOSDelay (s/veh)V/CWorstMvmtMethodControlTypeIntersectionNameID Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario5: 5 2042 Total AM Version 2022 (SP 0-2) Generated with 0.033VolumetoCapacity (v/c): CLevelOfService: 16.4Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 1: Zerex/Eastom Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00ExitPocketLength [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000100No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00LaneWidth [ft] RightLeftThruLeftRightThruTurningMovement Lane Configuration WestboundSouthboundNorthboundApproach EastomAvenueZerexStreetZerexStreetName Intersection Setup 000PedestrianVolume [ped/h] 171174215411TotalAnalysisVolume [veh/h] 4318601103Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.35000.35000.90000.90000.79000.7900PeakHourFactor 6466814325TotalHourlyVolume [veh/h] 000000OtherVolume [veh/h] 000000ExistingSiteAdjustmentVolume [veh/h] 000000Pass-by Trips [veh/h] 000000DivertedTrips [veh/h] 300100Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.18001.00001.00001.1800GrowthFactor 2.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 3456604275BaseVolumeInput [veh/h] EastomAvenueZerexStreetZerexStreetName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario5: 5 2042 Total AM Version 2022 (SP 0-2) Generated with CIntersectionLOS 0.30d_I, Intersection Delay [s/veh] BAAApproachLOS 12.450.010.00d_A, Approach Delay [s/veh] 4.334.330.000.070.000.0095th-Percentile Queue Length [ft/ln] 0.170.170.000.000.000.0095th-Percentile Queue Length [veh/ln] ACAAAAMovementLOS 9.9216.360.008.160.000.00d_M, Delay for Movement [s/veh] 0.020.030.010.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000NumberofStorageSpacesinMedian NoTwo-Stage Gap Acceptance 000StorageArea [veh] NoFlaredLane StopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario5: 5 2042 Total AM Version 2022 (SP 0-2) Generated with 0.028VolumetoCapacity (v/c): CLevelOfService: 22.2Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 2: Zerex/Fraser Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00ExitPocketLength [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000000000001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00LaneWidth [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurningMovement Lane Configuration WestboundEastboundSouthboundNorthboundApproach FraserAvenueFraserAvenueZerexStreetZerexStreetName Intersection Setup 0000PedestrianVolume [ped/h] 2086065734264081TotalAnalysisVolume [veh/h] 1022021184121020Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.50000.50000.50000.33000.33000.33000.94000.94000.94000.77000.77000.7700PeakHourFactor 1042025690253141TotalHourlyVolume [veh/h] 000000000000OtherVolume [veh/h] 000000000000ExistingSiteAdjustmentVolume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000DivertedTrips [veh/h] 003000000100Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.18001.00001.00001.18001.0000GrowthFactor 2.002.002.002.002.002.002.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 1012025585242661BaseVolumeInput [veh/h] FraserAvenueFraserAvenueZerexStreetZerexStreetName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario5: 5 2042 Total AM Version 2022 (SP 0-2) Generated with CIntersectionLOS 0.33d_I, Intersection Delay [s/veh] CCAAApproachLOS 16.5516.690.020.02d_A, Approach Delay [s/veh] 2.402.402.402.912.912.910.000.040.080.000.000.0995th-Percentile Queue Length [ft/ln] 0.100.100.100.120.120.120.000.000.000.000.000.0095th-Percentile Queue Length [veh/ln] ACCBCCAAAAAAMovementLOS 9.8623.8618.2211.1723.9522.210.000.008.160.000.009.18d_M, Delay for Movement [s/veh] 0.000.000.030.010.000.030.000.010.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000NumberofStorageSpacesinMedian NoNoTwo-Stage Gap Acceptance 0000StorageArea [veh] NoNoFlaredLane StopStopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario5: 5 2042 Total AM Version 2022 (SP 0-2) Generated with 0.002VolumetoCapacity (v/c): ALevelOfService: 8.6Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 3: Doc Susie/Site Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00ExitPocketLength [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00LaneWidth [ft] RightLeftRightThruThruLeftTurningMovement Lane Configuration EastboundSouthboundNorthboundApproach SiteAccessDocSusieAvenueDocSusieAvenueName Intersection Setup 000PedestrianVolume [ped/h] 221571TotalAnalysisVolume [veh/h] 110120Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.85000.85000.85000.85000.85000.8500PeakHourFactor 221461TotalHourlyVolume [veh/h] 000000OtherVolume [veh/h] 000000ExistingSiteAdjustmentVolume [veh/h] 000000Pass-by Trips [veh/h] 000000DivertedTrips [veh/h] 221201Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000GrowthFactor 2.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 000260BaseVolumeInput [veh/h] SiteAccessDocSusieAvenueDocSusieAvenueName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario5: 5 2042 Total AM Version 2022 (SP 0-2) Generated with AIntersectionLOS 2.29d_I, Intersection Delay [s/veh] AAAApproachLOS 8.480.000.90d_A, Approach Delay [s/veh] 0.290.290.000.000.040.0495th-Percentile Queue Length [ft/ln] 0.010.010.000.000.000.0095th-Percentile Queue Length [veh/ln] AAAAAAMovementLOS 8.358.600.000.000.007.23d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000NumberofStorageSpacesinMedian NoTwo-Stage Gap Acceptance 000StorageArea [veh] NoFlaredLane StopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario5: 5 2042 Total AM Version 2022 (SP 0-2) Generated with 0.002VolumetoCapacity (v/c): ALevelOfService: 8.6Delay (sec / veh): 15minutesAnalysisPeriod: HCM 7thEditionAnalysisMethod: Two-waystopControlType: Intersection 4: Doc Susie/Alley Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00ExitPocketLength [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00EntryPocketLength [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00LaneWidth [ft] RightLeftRightThruThruLeftTurningMovement Lane Configuration EastboundSouthboundNorthboundApproach AlleyDocSusieAvenueDocSusieAvenueName Intersection Setup 000PedestrianVolume [ped/h] 220690TotalAnalysisVolume [veh/h] 110120Total15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000OtherAdjustmentFactor 0.85000.85000.85000.85000.85000.8500PeakHourFactor 220580TotalHourlyVolume [veh/h] 000000OtherVolume [veh/h] 000000ExistingSiteAdjustmentVolume [veh/h] 000000Pass-by Trips [veh/h] 000000DivertedTrips [veh/h] 220120Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000GrowthFactor 2.002.002.002.002.002.00HeavyVehiclesPercentage [%] 1.00001.00001.00001.00001.00001.0000BaseVolumeAdjustmentFactor 000460BaseVolumeInput [veh/h] AlleyDocSusieAvenueDocSusieAvenueName Volumes Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario5: 5 2042 Total AM Version 2022 (SP 0-2) Generated with AIntersectionLOS 1.78d_I, Intersection Delay [s/veh] AAAApproachLOS 8.480.000.00d_A, Approach Delay [s/veh] 0.290.290.000.000.000.0095th-Percentile Queue Length [ft/ln] 0.010.010.000.000.000.0095th-Percentile Queue Length [veh/ln] AAAAAAMovementLOS 8.368.600.000.000.007.23d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000NumberofStorageSpacesinMedian NoTwo-Stage Gap Acceptance 000StorageArea [veh] NoFlaredLane StopFreeFreePriorityScheme Intersection Settings Sustainable Traffic Solutions, Inc. Joseph L. Henderson, PE, PTOE3/2/2022 Fraser, CO Koselig on MainTISScenario5: 5 2042 Total AM Version 2022 (SP 0-2) Generated with FRASER PLANNING COMMISSION RESOLUTION NO. 2022-04-01 A RESOLUTION APPROVING A PRELIMINARY PLAT AND MAJOR SITE PLAN FOR KOSELIG ON MAIN, 406 ZEREX ST. AND 315 FRASER AVE, A REPLAT OF LOTS 30-33 LYING N OF US 40, BLOCK 7, 1ST ADDITION TO THE TOWN OF EASTOM (AKA FRASER), GRAND COUNTY, COLORADO, PART OF SEC. 19, TOWNSHIP 1 SOUTH, RANGE 75 WEST OF THE 6TH PM. At the regular meeting of the Fraser Planning Commission held on April 27, 2022, 406 Zerex, LLC requested approval for a Preliminary Plat and Major Site Plan for Koselig on Main, 406 Zerex St. & 315 Fraser Ave; and WHEREAS, 406 Zerex, LLC is the current owner of the property; and WHEREAS, the applicant is requesting Preliminary Plat and Major Site Plan approval for Koselig on Main which would allow for the construction of 4000 +/- SF of retail and 20 apartments at 406 Zerex Street in Fraser; and WHEREAS, Staff has determined that this application is in compliance with the Land Development Code of the Town of Fraser when the conditions listed below have been addressed. NOW THEREFORE BE IT RESOLVED that the Fraser Planning Commission has voted to approve this development application with the following conditions: 1.A p p l i c a n t t o r e s u b m i t c i v i l d r a w i n g s i n c o n j u n c t i o n w i t h F i n a l P l a t s u b m i t t a l . 2.A d d r e s s r e v i e w c o m m e n t s i n W h i t m e r L a w F i r m m e m o d a t e d 4 - 1 6 - 2 0 2 2 a n d r e v i s e d o c u m e n t s a c c o r d i n g l y . 3.Applicant must secure CDOT Access Permit prior to recordation of Final Plat. 4.Address Agency Review Comments included in packet. 5.A Construction Guarantee Agreement (CGA) and appropriate security shall be submitted and approved prior to building permit issuance. 6.Confirm the exterior lighting is dark sky compliant. Details to be added to site plan. 7.The applicant shall pay school and park impact fees prior to recordation of Final Plat. 8.Applicant shall resubmit for review and approval all Final Plat and site plan documents. This development application shall be scheduled for Planning Commission once a complete application has been submitted. APPROVED AND ADOPTED THIS 27thd DAY OF APRIL, 2022. FRASER PLANNING COMMMISSION Chairman ATTEST: _________________________________________ Town Clerk