HomeMy WebLinkAboutMULBERRY & LEMAY CROSSING, LOT 2, CENTENNIAL BANK - MAJOR AMENDMENT - 36-96N - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY-"I I
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CFEE NTFEE NJNIAL BANK
CONCEPTUAL DIAGRAM
FORT COLLINS COLORAOO
0 25 50 100
VFRiplay
OS MAY 2005
NORTH SCALE: 1" = 50'
APPENDIX B
MULBERRY AND LEMAY
iSINGS PUD, FILING NO. 2, (LOT 2) AND P.D.P. (PART OF LOT 6)
9 _ THE, HOME DEPOT
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PAD PRIOR TO C.O.
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APPENDIX A
The proposed Centennial Bank will cause an increase in the trip
generation compared to that shown in the TIS. However, the increase is
small compared to the overall trip generation in this retail center. A
significant portion of the bank trip generation will not be new vehicle
trips on the adjacent street system.
TABLE 1
Trip Generation
Code
Use
Size
AWUTE
AM Peak Hour
PM Peak Flour
Bale.
Traps
Rate
:. Tnps
Roie _
TAPS
912"
Drive-in Bank
4.5 KSF
101.06
455
8.95
40
15.04
68
Drive-in Bank
4 Windows
168.58
674
10.88
44
18.30
73
Average
570
42
71
0 Rates were calculated from observations as explained in the text
MEMORANDUM Oo J S,A�
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TO: Cathy Mathis, VF Ripley Associates L';;
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City of Fort Collins o �52
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FROM: Matt Delich
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DATE: May 23, 2005
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SUEVECT: Centennial Bank within the Mulberry and Lemay Crossings
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PUD (File: 0539ME01)
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A bank has been proposed on one of the pad sites within the
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Mulberry and Lemay Crossings PUD which is in the northeast quadrant
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of the Mulberry/Lemay intersection in Fort Collins. The site is
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located south of the Home Depot building and is shown on the site
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plan provided in Appendix A. Since a detailed transportation impact
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study (TIS) was provided for the entire Mulberry and Lemay Crossings
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PUD, Eric Bracke, Fort Collins Traffic Engineer, requested a trip
ogeneration
comparison of the former and proposed land uses.
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In the Home Depot TIS, the subject parcel was considered to be
Specialty Retail (814) as defined by Trip Generation, 6`" Edition,
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ITE. The calculated trip generation was 346 daily trip ends, 0
morning peak hour trip ends, and 21 afternoon peak hour trip ends.
There was zero morning peak hour trip generation because the
reference does not have a rate for that peak hour. In reality,
depending upon the actual retail land use, there is likely to be some
morning peak hour trip ends. To allow for this, I normally show that
the morning peak hour trip generation is k that of the afternoon peak
hour. The TIS indicated that the development total trip generation
was 14,381 daily trip ends, 520 morning peak hour trip ends, and 1145
afternoon peak hour trip ends. However, there is a fast-food
restaurant within the PUD that was not reflected in the trip
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generation table. This building may have already existed when the
Home Depot TIS was begun.
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The proposed Centennial Bank will have a gross floor area of
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4500 square feet and four drive -up windows (one of which is an ATM).
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A site plan is provided in Appendix B. The trip generation for a
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bank was calculated using actual peak hour observations, since the
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rates in Trip Generation, 7u' Edition, ITE were found to be
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unreasonably high. The observations were conducted in Loveland and
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Boulder. In addition to this, similar data was also provided by FHU
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Consulting Engineers. A ratio was developed between the ITE rates
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and the rates calculated from the observations which was applied to
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the ITE daily trip generation rate. Table 1 shows the calculated
trip generation. It is estimated that the proposed Centennial Bank
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will generate 570 daily trip ends, 42 morning peak hour trip ends, 71
afternoon peak hour trip ends. Banking trips, particularly during
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the peak hours, are often part of a linked trip. Therefore, the
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calculated trip generation is not considered to be new vehicle trips
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on the adjacent streets.