HomeMy WebLinkAboutCASEY'S CAR WASH - MAJOR AMENDMENT - 23-09 - REPORTS - TRAFFIC STUDYdttu
SITE PLAN
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SCALE: 1 "=40'
Figure 2
TABLE 1
Trip Generation for the Casey Car Wash
Code
Use
Size MOTE BEM Peak Hour
Rate Trips Rate Trips
PM Peak Haar
RADr
Taps
947
Sett -serve Car Wash
1 4 Bays 1 108.0 432 WA
N/A
5.54
22
TABLE 2
Trip Generation for the New Land Uses
Cade
Use
3'tze
AWOTE _
AM Ptak Hour
PM Peak How
Rafe
Trips
Rare
Trips
Rafe
Trips
933
Fast-foodw/no Drive-ttuu
718.0 KSF
395.60(1)
284
43.87
31
26.15
19
814
Specialty Retail
423.0 KSF
44.32
19
0.68
0
2.71
1
Total
303
31
20
(1) Calculated based upon the peak hour versus daily trip generation rates for ITE Land Use
Codes 933 and 934
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Car Harmony
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SCALE: 1"=1000'
SITE LOCATION Figure 1
It is concluded that the proposed Casey Car Wash redevelopment
will generate less traffic during the day,, and in the afternoon peak
hour, than the former land use. It is respectfully requested that the
City of Fort Collins waive further transportation studies for this
project.
DELICH ASSOCIATES Traffic & Transportation Engineering
2272 Glen Haven Drive Loveland, Colorado 80538
Phone: (970) 669-2061 Fax: (970) 669-5034
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TO: Brian Mowery, Mowery Development �••` �`� j• ^
o `�
Michael Chalona, Land Images
Joe Olson, Fort Collins Engineering
FROM: Matt Delich
DATE: May 27, 2009
SUBJECT: Casey Car Wash Redevelopment - Trip generation analysis
(File: 0921ME01)
Per phone conversations with Joe Olson, I have developed a trip
generation comparison of former and proposed land uses on the Lot 6 of
Troutman PUD (Casey Car Wash) redevelopment site in Fort Collins. The
purpose of this exercise is to aid the City of Fort Collins in
determining whether the change of use will have significant
transportation impacts. The location of the Casey Car Wash site is
shown in Figure 1.
The site is currently occupied by the Casey Car Wash and auto
detail shop. The Casey Car Wash has eight self -serve wash bays. Four
of these wash bays will be converted to a caf6 and retail use, with
shared restrooms and mechanical room (common area). Table 1 shows the
calculated daily and peak hour trip generation for the four wash bays.
The reference document is Trip Generation, 8t° Edition, ITE. The
calculated trip generation is: 432 daily trip ends and 22 afternoon
peak hour trip ends. The morning peak hour is not addressed in the
reference document.
The redeveloped Casey Car Wash will consist of a 590 square foot
cafe, a 295 square foot retail store, and approximately 256 square
feet of common area between the two stores. Figure 2 shows the site
plan for the redeveloped Casey Car Wash. Table 2 shows the calculated
daily and peak hour trip generation for these land uses. In
calculating the trip generation, the common area was split evenly
between the retail use and the cafe use. The resulting calculated
trip generation is: 303 daily trip ends, 31 morning peak hour trip
ends, and 20 afternoon peak hour trip ends.
A comparison indicates that there will be less daily and
afternoon trip generation with the Casey Car Wash redevelopment. In
the morning peak hour, the caf6 component of the redevelopment will
have higher trip generation as compared to the car wash use.