HomeMy WebLinkAboutWATERGLEN PUD PDP - 71 93A - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY�WATERGLEN
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WATERGLEN
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PEAK HOUR TRAFFIC AT
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Table 2
Trip Generation
Original Waterglen PUD
Daily A.M. Peak P.M. Peak
Land Use
Trips
Trips
Trips
Trips
Trips
in
out
in
out
Parcel A
S.F. Residential -
680
13
39
46
26
71 D.U.
Parcel B
Residential Mobile
1420
24
95
104
62
Homes - 296 D.U.
Parcel C
Mini -Storage 300 Units
110
4
4
6
6
43 KSF
Parcel D
Industrial - 18 Acres
1130
148
32
40
149
Parcel E
RV Campground - 60 Sites
670
27
40
40
27
9 Acres
Parcel F
Retail Center - 30 KSF
1220
15
15
56
56
Parcel G
Townhouse Residential
930
11
58
57
30
158 D.U.
TOTAL
6160
242
283
349
356
Table
1
Trip Generation
Revised Naterglen PUD
Daily
A.M.
Peak
P.M.
Peak
Land Use
Trips
Trips
Trips
Trips
Trips
in
out
in
out
Parcel A
- Residential
Mobile
Home - 420 D.U.
2020
34
134
147
88
Parcel B
- Residential
Single
Family - 70 D.U.
670
13
39
46
25
Parcel C
- Residential
Townhouse - 50 D.U.
290
4
19
18
10
Parcel D
- Residential
Townhouse - 70 D.U.
410
5
26
25
13
Parcel E
Retail
Center - 30 KSF
1220
15
15
56
56
Parcel F
Mini Storage - 27 KSF
70
2
2
4
4
TOTAL
4680
73
235
296
196
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MEMORANDUM
To: Bill Reynolds, W. W, Reynolds Companies
Eldon Ward, Cityscape
Fort Collins Staff
From: Matt Delich
Date: December 29, 1993
Subject: Waterglen traffic study addendum
(File: 9376MEM1)
This memorandum provides an addendum to the "Waterglen
Site Access Study," October 1993. The. latest site plan
proposal for Waterglen PUD shows virtually all residential
uses on this site. This revision will change the trip
generation for this site.
Table 1 shows the trip generation for the revised uses
proposed for the Waterglen PUD. Figure 1 shows the site plan
for the revised Waterglen PUD. The accesses to East Vine
Drive remain in the same locations as in the "Site Access
Study." Table 2 shows the trip generation for the Waterglen
PUD from the "Site Access Study." Figure 2 shows the site
plan for the Waterglen PUD from the "Site Access Study."
Comparing the trip generation shown in Tables 1 and 2
indicates the following:
- With the revised Waterglen PUD, the daily trip generation
will be 24 percent lower.
- With the revised Waterglen PUD, the morning peak hour
trip generation will be 41 percent lower.
- With the revised Waterglen PUD, the afternoon peak hour
trip generation will be 30 percent lower.
Figure 3 shows the peak hour traffic assignments at
intersections M and N for the original Waterglen PUD and for
the revised Waterglen PUD. The peak hour volumes at
intersection M are almost the same under each land use scheme.
At intersection N, the revised Waterglen PUD volumes are 44
percent lower in the morning and 38 percent lower in the
afternoon. It is concluded that the operation at intersection
M will be almost the same as indicated in the "Site Access
Study." The operation at intersection N will be higher
(better) than indicated in the "Site Access Study." The
segments of East Vine Drive to the west of the Waterglen PUD
will operate acceptably with a two lane cross section. The
auxiliary lanes, indicated in the "Site Access Study" under
the discussion of long range peak hour operation, will be
required even with the lower peak hour traffic.
CU0M@@P*
urban design, inc.
TRANSMITTAL LETTER
TO: Steve Olt
City of Fort Collins
Planning Department
P.O. Box 580
Fort Collins, CO 80522
DATE:
PROJECT:
PROJECT NO
January 3, 1994
Waterglen
6552
We are transmitting the following:
3 each Traffic Study
BY MESSENGER
Sincerely, Received by:
--------------
Cityscape Urban ensign, Inc.
3555 stanford road, suite 105
fort collins, colorado 80525
(303) 226-4074
FAX (303) 226-4196