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Home My WebLink AboutBOHLENDER FUNERAL CHAPEL - FDP230011 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY DELICH 3350 Eastbrook Drive Trip Generation Analysis, March 2023 ASSOCIATES Information was provided by Bohlender to determine the number of trips the funeral home and crematory will generate. From January 1, 2022 through September 27, 2022, Bohlender Funeral Chapel provided service for 350 decedents. Using a proportional relationship, that results in approximately 470 decedent per year or 1.3 per day (470/365). Bohlender uses a mini van, kept on-site, to transport the deceased back to the funeral home from their place of death. Approximately half of the removals occur overnight or after business hours. Therefore, it is assumed that 2 daily trip ends and no peak hour trip ends are associated with transporting of the deceased. Approximately 75 percent of decedents are cremated on site. That equates to approximately one decedent per day [(470)*(.75)/365]. Families meet at the site 2-3 times during the cremation process. Therefore, it is assumed that there are 6 daily trip ends [(one decedent per day)(3 visits)(2 trip ends)] associated with the cremation process. It is assumed that one entering trip may occur in the morning peak hour and one existing trip may occur in the afternoon peak hour. Information provided by Bohlender was used to determine the number of trips associated with the chapel. Of the 350 decedents, 215 did not have a funeral service and 135 did have a service. Ninety-Nine of those services were off-site (Church, private home, cemetery) and 36 services were at the Bohlender Funeral Chapel. This equates to approximately 50 services per year (36/0.75). Visitations of the deceased do/will occur within the funeral chapel. There were from 5 to 75 people in attendance. About seventy- five percent of services occur on weekdays between 10 am and 3 pm. Therefore, they will not occur during the school peak hours (Fort Collins High School). Thirty percent of the services had up to 75 people in attendance and seventy percent had ≤50 people in attendance. Using the Fort Collins Land Use Code of one parking space per four seats for an assembly, a service of 50-75 people will have 13-19 additional vehicles (26-38 daily trip ends). This is assumed as a typical service to determine average daily traffic. Table 2 shows the trip generation based on the above discussion. The proposed trip generation for the uses at 3350 Eastbrook Drive is: 206 daily trip ends, 20 morning peak hour trip ends, and 26 afternoon peak hour trip ends. This is a decrease of 62 daily trip ends, 11 morning peak hour trip ends, and 15 afternoon peak hour trip ends compared to the current office use. The 3350 Eastbrook Drive site currently has 41 parking spaces on-site. Two additional parking spaces will be added north of the garage, for a total of 43 parking spaces on-site. According to the Fort Collins Land Use Code, there are 10 parking spaces required for the office and funeral home office uses. Therefore, there would be 33 parking spaces available on-site for the chapel (assembly) use (43 minus 10). Using the data above, all services at the existing site have had 75 people or less. The Fort Collins Land Use Code requires one parking space per 4 seats which equates to 4 persons/vehicle. Based on an estimated 4 persons/vehicle, a service of 75 people would need to accommodate 19 vehicles (75 people)/(4 persons/vehicle). This can be accomplished using the on-site parking spaces. DELICH 3350 Eastbrook Drive Trip Generation Analysis, March 2023 ASSOCIATES A large service of 200 people would need parking to accommodate 50 vehicles (200 people)/(4 persons/vehicle). During the weekday, there would be 33 on-site parking spaces available for services. During the weekend, when the office is not in use, there would be 43 on-site parking spaces available. The remainder would have to find on-street parking in the surrounding area. From the foregoing analyses, it is concluded that the trip generation for the proposed land uses at 3350 Eastbrook Drive will be less than the 500 daily trip ends and 50 peak hour trip ends. The daily and peak hour trip generation would be similar as the existing use. The 3350 Eastbrook Drive site can accommodate services of 75 people or less using the on-site parking spaces. Large services of up to 200 people would need find on-street parking in the surrounding area. Therefore, it is respectfully requested that no further transportation analyses be required for the proposed uses at 3350 Eastbrook Drive. Do not hesitate to contact me if you have questions or desire additional information. Fort Collins High School Platte River Power Authority SCALE: 1"=500' SITE LOCATION Figure 1 DELICH ASSOCIATES 3350 Eastbrook Drive Trip Generation Analysis, March 2023 DELICH 3350 Eastbrook Drive Trip Generation Analysis, March 2023 ASSOCIATES TABLE 1 Existing Trip Generation Lot Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate Trips Rate Trips 712 Small Office (1st Floor) 9.53 KSF 14.39 138 1.67 16 2.16 21 712 Small Office (2nd Floor) 9.09 KSF 14.39 130 1.67 15 2.16 20 Total 18.62 KSF 268 31 41 TABLE 2 Proposed Trip Generation Lot Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate Trips Rate Trips 712 Small Office (1st Floort) 2.19 KSF 14.39 32 1.67 4 2.16 5 Funeral Home Service 6 1 1 Funeral Chapel 50-75 guests 38 0 0 712 Small Office (2nd Floor) 9.09 KSF 14.39 130 1.67 15 2.16 20 Total 206 20 26 SITE PLAN Figure 2 DELICH ASSOCIATES 3350 Eastbrook Drive Trip Generation Analysis, March 2023 Approximate Scale 1"=50' APPENDIX A Chapter 4 – Attachments Larimer County Urban Area Street Standards – Repealed and Reenacted August 1, 2021 Page 4-35 Adopted by Larimer County, City of Loveland, City of Fort Collins Attachment A Transportation Impact Study Base Assumptions Project Information Project Name : Bohlender Funeral Home Project Location: 3350 Eastbrook Drive TIS Assumptions Type of Study Full: No Intermediate: No MTIS:No Memo:Yes Study Area Boundaries North:Site Access South:Danfield Court East:SiteAccess West:Eastbrook Study Years Short Range:N/A Long Range:N/A Future Traffic Growth Rate Study Intersections 1.All access drives 5. 2.6. 3.7. 4.8. Time Period for Study AM: N/A PM: N/A Sat Noon: N/A Trip Generation Rates Trip Adjustment Factors Passby: Captive Market: Overall Trip Distribution SEE ATTACHED SKETCH Mode Split Assumptions Design Vehicle Information Committed Roadway Improvements Other Traffic Studies Areas Requiring Special Study Date: Traffic Engineer: Local Entity Engineer: N/A See Attached None Known None Known Discussion on large event parking December 16, 2022 Delich Associates DELICH Bohlender Funnel Chapel Trip Generation Analysis, December 2022ASSOCIATES TABLE 1 Trip Generation for Lot 2 and Lot 3 per HMGC Tract H TIS Lot Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate Trips Rate Trips 712 Small Office (1st Floor) 9.531 KSF 14.39 138 1.67 16 2.16 21 712 Small Office (2nd Floor) 9.091 KSF 14.39 130 1.67 15 2.16 20 Total 18.622 KSF 268 31 41 TABLE 1 Trip Generation for Lot 2 and Lot 3 per HMGC Tract H TIS Lot Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate Trips Rate Trips 712 Small Office (1st Floort) 6.031 KSF 14.39 86 1.67 10 2.16 13 Funeral Home 3.500 KSF ? 0 0 712 Small Office (2nd Floor) 9.091 KSF 14.39 130 1.67 15 2.16 20 Total 18.622 KSF 216 25 33 SITE PLAN Figure 2 DELICH ASSOCIATES Bohlender Funeral Chapel Trip Generation Analysis, December 2022