HomeMy WebLinkAboutGATEWAY AT HARMONY ROAD PUD 3RD FILING - AMENDED PRELIMINARY - 1-88E - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY 00 Memorandum
o To: Steve Smith , Mountain Plains Constructors
po Fort Collins Planning Staff
d. Rick Ensdorff , Fort Collins Traffic Engineer
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• M From: Matt De l i ch '2i,`f,%
Date : September 25, 198,0
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Subject : Gateway at Harmony Road land use revision
The land uses at Gateway at Harmony Road have been
changed from that analyzed in the "Harmony Plaza Site
Access Study, " December 1987, and a memorandum "Gateway
at Harmony Road traffic analyses, " November 30 , 1988.
The proposed changes convert the sit down restaurant
site to a Big 0 Tire Store , TCBY Frozen Yogurt store ,
and a Little Caesars pizza store . Table 1 shows the
trip generation reflected in the November 30 , 1988
memorandum. Table 2 shows the trip generation from the
site access study. Table 3 shows the trip generation
from the newly proposed uses and the uses that remained
constant . The trip generation from the new uses was
obtained from data supplied by each of the proposed
users: Big 0 Tires, TCBY, and Little Caesars Pizza.
The bottom of Table 3 shows the percent of the trip
generation of the newest proposal as compared to the
trip generation in the original proposal . With the
exception of the after-noon peak hour exits, the trip
generation is less with the newest proposal . The
reduction is on the order of 5-10 percent overall . The
absolute increase in exiting vehicles In the afternoon
peak hour is 20 vehicles per hour . The trip generation
in the newest proposal is only slightly higher than that
LU
W projected in the November 30 , 1989 memorandum.
Ct- > Figure 1 shows the noon and afternoon peak hour
assignment for the newest proposal . This assignment
o assumes full build-out of this site , a. small retail area
ea gbetween Kensington and Target , comparable developments
W on the east side of College Avenue , and 2010 background
® a traffic volumes on both College Avenue and Harmony Road.
Operation at the key intersections will be acceptable
.� with the geometrics recommended in the "Harmony Plaza
• Site Access Study. "
BC U
W It is concluded that acceptable operation will be
achieved at all access intersections with the new uses.
On-site circulation has not been reviewed in this
Q analysis.
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411 ®'
Table 1
Trip Generation
Daily NooM Peak P.M Peak
Land Use Trips Trips Trips Trips Trips
in out in out
McDonald's 2400 154 144 76 67
Sit Down Rest .- 680 35 35 32 11
7.0 KSF
(Amoco) limited 1320 47 47 60 60
C-Store , gas, .
car wash
Retail - 7.8 KSF 650 12 10 38 40
Total 5050 248 236 206 178
Table 2
Trip Generation
Daily Noon Peak P.M. Peak
Land Use Trips Trips Trips Trips Trips
in out in out
McDonald's - 3.5 KSF 2400 154 144 76 67
Sit Down Restaurant - 778 52 44 37 13
8.0 KSF
C-Store 1125 54 54 54 54
Gas 1064 43 43 58 58
Retail - 3.2 KSF 200 10 10 10 10
Grease Monkey
Total 5567 313 295 235 202
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Table 3
Trip Generation
Daily Noon Peak P.M. Peak
Land Use Trips Trips Trips Trips Trips
in out in out
Big 0 Tire 120 8 8 8 8
TCBY . 340 10 10 7 7
Little Caesars 340 17 17 40 40
McDonald's - 3.5 KSF 2400 154 144 76 67
Retail 650 12 10 38 40
C-Store & Gas 1320 47 47 60 60
Total 5170 248 . 236 229 222
Percent the new trip
generation is of the 93X 79'X 80Y. 97X 110X
original trip genera-
tion .
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