HomeMy WebLinkAboutEAST OAK TOWNHOMES - FDP240009 - SUBMITTAL DOCUMENTS - ROUND 1 - Traffic StudyDELICH ASSOCIATES Traffic & Transportation Engineering �' �
2272 Glen Haven Drive Loveland, Colorado 80538 � �
Phone: (970) 669-2061 Fax: (970) 669-5034 �,;' r
MEMORANDUM
TO: Scott Ranweiler, Ranweiler Real Estate
Laurie Perriello Davis, Davis Davis Architects
Jason Kersley, [au]workshop / architects+urbanists
Steve Gilchrist, Fort Collins Traffic Operations
FROM: Matt Delich
DATE
SUBJECT
February 1, 2024
East Oak Townhomes Traffic Impact Study
(File: 2348ME02)
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A change of use of the property at 220 East Oak Street is proposed in Fort Collins. An
aerial photograph showing the site location is provided in Appendix A. Currently, there is a church
and a small office building on the site. There is no driveway access to either East Oak Street or
Mathews Street. There currently is a small parking lot with access to/from the alley. There is on-
street, diagonal parking on East Oak Street and Mathews Street. The Old Town Garage is in the
same block at the southeast corner of the East Mulberry/Remington intersection. This proposal is a
redevelopment, not a new development. Fort Collins utilizes the Larimer County Urban Area
Sfreet Standards (LCUASS) as an element of the City Standards. Since the trip generation is
expected to be low, a memorandum documenting compliance with LCUASS, 4.2.2E — No TIS
Required, was prepared. This memorandum is a revision of the East Oak Townhomes Traffic
Impact Study, dated December 19, 2023. It addresses City staff comments regarding a change to
the land use code for the proposed townhomes.
The current uses are a church and a small office building. The Trip Generation Manual,
11th Edition, ITE, was used to calculate the trip generation of the current land uses. Church (Code
560) and Small Office Building (Code 712) from the reference, with floor area as the trip generation
variable, was used. The floor area of each building was estimated from available aerial
photography. Some of the components of the church building have two stories. Basements were
not included. As shown in Table 1, the calculated trip generation is: 112 daily trip ends, 6 morning
peak hour trip ends, and 9 afternoon peak hour trip ends. The existing buildings will be razed.
The site plan is provided in Appendix B. There will be two 2-4 story buildings with fifteen
townhome dwelling units. Motor vehicle access, via the alley, will be to an interior courtyard for the
dwelling units that front on Mathews Street. Garages for the west building will be accessed on the
alley. Single-Family Attached Housing (Code 215) [General Urban/Suburban and Rural] from the
Trip Generation Manual. 11th Edition, ITE, was used in calculating the trip generation for the
proposed CCC Development. This site is partially in the Transit Oriented Design Overlay Area. As
shown in Table 2, the calculated trip generation is: 64 daily trip ends, 2 morning peak hour trip ends,
and 5 afternoon peak hour trip ends. The daily and peak hour trip generation will not be
significantly different compared to the current land uses.
The following addresses each of the items in LCUASS, 4.2.2E - No TIS Required: 1. This is
not a new development; 2. There will be no change in the number accesses; 3. As a
redevelopment, the change in daily trip generation will be less than 200 trip ends and the change in
peak hour trip generation will not be more than 20 trip ends; 4. There will not be a significant
change in the type of traffic and this traffic will not adversely affect traffic within and adjacent to the
property; 5. The land use will not likely cause less than acceptable level of service on the adjacent
public streets, accesses, and intersections; 6. The site is not in the vicinity of a street or intersection
with a known history of safety and/or accident problems; 7. The site does not access a State
Highway; 8. The site traffic will not negatively impact adjacent properties; 9. There is no known
citizen concern due to the expected traffic; and 10. Pedestrian and bicycle facilities will not be
negatively impacted by the site traffic (same).
It is respecifully requested that the traffic impact study be waived for the proposed East Oak
Townhomes at 220 East Oak Street. Do not hesitate to contact me if there are questions or if
additional information is required.
TABLE 1
Trip Generation for the Current Uses
AWDTE AM Peak Hour PM Peak Hour
Code Use Size
Rate Trip Ends Rate Trip Ends Rate Trip Ends
560 Church �12.00 KSF 7.60 92 0.32 4 0.49 6
712 Small Office �1.4 KSF 14.39 20 1.67 2 2.16 3
Building
Total 112 6 9
TABLE 2
Trip Generation for the Proposed East Oak Townhomes
AWDTE AM Peak Hour PM Peak Hour
Code Use Size
Rate Trip Ends Rate Trip Ends Rate Trip Ends
215 Single-Family 15 DU EQ 64 EQ 2 EQ 5
Attached Housing
APPENDIX A
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