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DELICH ASSOCIATES
2272 Glen Haven Drive
Loveland, CO 80538
Phone: 970-669-2061
FAX: 970-669-5034
DELICH ASSOCIATES Traffic & Transportation Engineering
2272 Glen Haven Drive Loveland, Colorado 80538
Phone: (970) 669-2061 Fax: (970) 669-5034 —7 1 r
MEMORANDUM
TO: John Mountjoy, CFM Realty
Michael Chalona/Jeff Hosea, Land Images
City of Fort Collins
FROM: Matt Delich
DATE: March 20, 2007
SUBJECT: Harmony School Shops Amendment - Transportation Impact
Study (File: 06122ME01)
An amendment to the site plan for the Harmony School Shops has
been proposed. The Harmony School Shops site is located in the
northeast quadrant of the Harmony/Timberline intersection in Fort
Collins. This project was also known as Timberline Village. The
"Timberline Village Transportation Impact Study," (TIS) December 2002
was prepared, submitted, and accepted by the City of Fort Collins.
Eric Bracke, Fort Collins Traffic Engineer, requested a trip
generation memorandum comparing the approved land uses in the cited
TIS and the proposed land uses in the current proposal.
Timberline Village was proposed as a grocery store anchored
retail center. The site plan and trip generation from the cited TIS
are provided in Appendix A. Timberline Village, as analyzed,
generated 7857�7860 daily trip ends, 397 morning peak hour trip ends,
and 777 afternoon peak hour trip ends.
A Walgreen's Drug Store has been proposed in the southeast corner
of the site that was occupied by Buildings 3 and 4. The Walgreen's
site plan and trip generation table are also shown in Appendix A. The
"Walgreen's Drug Store Transportation Impact Study," June 2006
evaluated the key intersections. These analyses included the proposed
Front Range Village as background traffic in the analyses. The
Walgreen's site plan shows a more direct connection to Snow Mesa Drive
as compared to that shown on the Timberline Village site plan. The
Walgreen's Drug Store was an approved amendment to the Timberline
Village site. Therefore, the new, approved trip generation for the
Timberline Village site is now: 8100 daily trip ends, 347 morning
peak hour trip ends, and 804 afternoon peak hour trip ends.
The amended site plan is provided in Appendix B. The new land
uses are labeled. While not part of this amendment, there is a
building on the south side of the east/west site circulation driveway
(west of Walgreen's) that will have three restaurants and a barber
shop. An enlargement of this area is also provided in Appendix B_ In
addition to this, the bank land use, labeled as Building 6 on the
Timberline Village site plan, has not changed. Table 1 shows the trip
generation for the amendment, the Walgreen's Drug Store, the building
with the restaurants, and the bank in Building 6. The trip generation
for the new Harmony School Shops is: 8210 daily trip ends, 216
morning peak hour trip ends, and 687 afternoon peak hour trip ends.
The new proposal for the Harmony School Shops site will generate
slightly more daily and will generate less peak hour traffic as
compared to that analyzed in previous transportation impact studies.
It is important to note that the trip generation in the cited TIS made
a reduction for internal traffic. An internal reduction was not
applied to the trip generation shown in Table 1.
Since the site generated traffic will be less, further
transportation impact studies are not required. The pedestrian,
bicycle, and transit levels of service were analyzed and accepted in
the previous transportation impact studies. These evaluations do not
change with the change of land use.
TABLE 1
Trip Generation
AVND7E
AM Peak Hour
PM Peak Hour
Code
Use
Size
Ram
Trips
Rate
1n
Rate
Ott
Rate
In
Rate
Out
492/
24 Hour Fitness
36K.609
37.971
1390
1.141
42
1.001
37
2.851
104
2.061
75
493
SF
8
1.80
38
1.60
33
867
Office Depot
20.S78
55.612
1160
0.482
10
0.382
814
Retail
2 *037
44.32
890
0.38
8
0.30
6
1.19
24
1.52
30
KSF
540
Beauty Scholl
6.0
27.49
170
2.21
13
0.78
5
1.163
7
1.483
9
KSF
814
Retail Kiosk
2.0
44.32
90
0.38
1
0.30
1
1.19
2
1.52
3
KSF
933
Restaurant (Spicy
1.8
330764
600
5
2
5
1
13.34
24
12.81
23
Pickle)
KSF
814
Barber Shop
1.65
44.32
70
0.38
1
0.30
1
1.19
4
1.52
6
KSF
x2
x2
933
Restaurant (Mad
2.15
330 764
710
5
2
5
1
1334
29
1281
28
Greens)
KSF
933
Restaurant
2.4
330 764
790
5
2
5
1
1334
32
1281
31
(Chipotle)
KSF
Subtotal
5870
81
61
264
238
Walgreen's Drug Store
881
Pharmacy w/drive-
14A9
88.16
1280
1.52
22
1.14
17
1.22
61
4.40
64
thru
KSF
Building 6
912
Drive-in Bank
K 0
26521
1060
5.10
20
3.85
15
7.44
30
7.60
30
Total
8210
123
93
355
332
1 Average of Codes 492 & 493
2 Ratio of Code 814 and Code 867 (PM Peak)
3 Peak hour of the generator
4 2/3 of 496.12 (Code 934)
5 Not open in the morning peak hour
APPENDIX A
HARMONY ROAD
SCALE: 1 "=200'
SITE PLAN , L Figure 4
TABLE 2
Trip Generation
Code
Use
Size
AWDTE
I AM Peak Hour
PM Peak Hour
Rate
I Trips
Rate
in
Rate
I Out
Rate
In
Rate
Out
Building 1
850
Grocery Store
52.443 KSF
111.51
5848
1.98
104
1.27
67
5.87
308
5.64
296
Intemal Trip Capture
25%
1450
28%
29
30%
20
11%
33
13%
39
Subtutzd
1 4398
75
41
275
1
257
Building 2
814
Specialty Retail
4.4 KSF
40.67
179
1.92
8
1.44
6
1.11
5
1.48
7
Internal Trip Capture
29%
52
11%
1
19%
1
20%
1
20%
1
Subtotal
127
7
5
4
6
Building 3
832
Sit-down Restaurant
T2 KSF
130.34
938
4.82
35
4.45
32
6.52
47
4.34
31
Internal Trip Capture
29%
272
11%
4
19%
6
20%
9
20%
6
Subtotal
666
31
26
38
25
Building 4
832
Sit-down Restaurant
4.0 KSF
130.34
521
4.82
19
4.45
18
6.52
26
4.34
17
Intemal Trip Capture
29%
151
11%
2
19%
3
20%
5
20%
3
Subtotal
370
17
15
21
14
Building 5
832
Sit-down Restaurant
T2 KSF
130.34
938
4.82
35
4.45
32
6.52
47
4.34
31
Internal Trip Capture
29%
272
11%
4
19%
6
20%
9
20%
6
Subtotal
666
31
26
38
25
Building 6
912
Drive-in bank
4.0 KSF
M.21
1061
5.10
20
3.85
15
7.44
30
7.60
30
Intemal Trip Capture
29%
308
11%
2
19%
3
20%
6
2W%
6
Subtotal
753
18
12
24
24
Building 7
814
Specialty Retail
7.2 KSF
40.67
293
1.92
14
1.44
10
1.11
8
1.48
11
Internal Trip Capture
29%
85
11%
2
19%
2
20%
2
20%
2
Subtotal
208
12
8
6
9
Building 8
814
Specialty Retail
7.75 KSF
40.67
315
1.92
15
1.44
11
1.11
9
1.48
11
Intemal Trip Capture
29%
91
11%
2
19%
2
20%
2
20%
2
Subtotal
224
13
9
7
9
Building 9
814
Specialty Retails
15.4 KSF
40.67
626
1.92
30
1.44
22
1.11
17
1.48 1
23
Intemal Trip Capture
29%
181
11%
3
19%
4
20%
3
20%
5
Subtotal
445
27
18
14
18
Total
7857
231
166
390
387
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HARMONY ROAD
SITE PLAN 15� Figure 4
III. PROPOSED DEVELOPMENT
The Walgreen's Drug Store is located north of Harmony Road and
east of Timberline Road in the Harmony School Shops. Figure 4 shows a
site plan of the Walgreen's Drug Store. The site plan provided by the
planning consultant shows the general layout of the site. The opening
of the right-in/right-out/left-in access along Harmony Road is
proposed with this site. The Walgreen's Drug Store will also gain
access to/from the site via Snow Mesa, Milestone Drive, and the
existing right-in/right-out on Timberline Road. The short range
analysis (_year 2009) includes development of only the Walgreen's Drug
Store and an appropriate increase in background traffic due to normal
growth,and other known potential developments in the area. Since this
is an intermediate level transportation impact study, a long range
analysis is not required. When the remainder of the Harmony School
Shops retail center develops, another transportation impact study will
be prepared.
Trip Generation
Trip generation is important in considering the impact of a
development such as this upon the existing and proposed street system.
Trip generation information contained in Trip Generation, 7th Edition,
ITE, was used to estimate trips that would be generated by the
Walgreen's Drug Store. Table 2 shows the expected trip generation on a
daily and peak hour basis. Due to the retail related land use on the
proposed site, a percentage of the traffic will be "pass -by" traffic.
This is traffic that will be using the existing street network. The
pass -by traffic was determined using the guidelines in Chapter 5 of
the Trip Generation Handbook. ITE.
TABLE 2
Trip Generation
Code
Use
Size
AWDTE
I AM Peak Hour
PM Peak Hour
Rate
Trips
Rabe
In
Rate
Out
Rate
In
Rate
Out
881
Pharmacy w/drive-tfn
14.49
88.16
1280
1.516
22
1.144
17
4.22
61
4.40
64
Trip Distribution
Trip distribution for the Walgreen's Drug Store was estimated
using gravity model analysis, knowledge of the existing and planned
street system, development trends, and engineering judgment. Figure 5
shows the short range (2009) trip distribution used for the peak hour
traffic assignment. The trip distribution analysis was discussed in
the scoping meeting.
0
APPENDIX B
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