HomeMy WebLinkAboutWATERFIELD ODP - ODP130002 - REPORTS - TRAFFIC STUDYN
Conifer
0
0
Z
m
a
E
H
Site Access
y
C
(0
m
N
New Vine
m
c
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Q
40%
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Existing Vine
0
0
v
Trip Distribution
SCALE: 1 "=600'
STREET NETWORK
--// L-DELICH
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Figure 3
Waterfield ODP TIS, September 2013
330
TABLE 2
Trip Generation
NCO C
4,U5e * ,�
Size
AM PeakJHour
R t ; I „-:-Trip
Lvj-8 Led I L'Ra
Phase 1
210
North of New Vine
116 D.U.
EQ
1204
EQ
23
EQ
68
EQ
76
EQ
44
210
South of New Vine
77 D.U.
EQ
826
EQ
16
EQ
48
EQ
52
, EQ
31
Subtotal
2030
39
116
128
75
Remainder of ODP
520
Elementary School
500 Students
. 1.29
646
0.25
125
0.20
100
0.07
35
0.08
40
412
City Park
8.1 Acres
2.28
18
0.012
0
0.08
0
0.055
1
0.035
0
220
Parcel B - Apartments
225 D.U.
EQ
1488
EQ
23
EQ
91
EQ
81
EQ
43
565
Parcel C - Day Care
130 Students
4.38
570
0.42
55
0.38
49
0.38
49
0.43
56
710
Parcel C — Office
10.0 KSF
11.03
110
1.37
14
0.19
2
0.25
3
1.24
12
Subtotal
2832
217
242
169
151
Total
4862
256
358
297
226
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-/i rASSOCIATES
Waterfield TIS, September 2013
329
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SCALE: 1"=500'
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WATERFIELD PHASE 1 SITE PLAN Figure 2
_---f/ `DELICH Waterfield ODP TIS, September 2013
7 i [-ASSOCIATES
328
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SCALE: 111=500'
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WATERFIELD OVERALL DEVELOPMENT PLAN Figure 1
---// LDELICH Waterfield ODP TIS, September 2013
-7/ [-ASSOCIATES
327
®ELICH ASSOCIATES Traffic & Transportation Engineering
2272 Glen Haven Drive Loveland, Colorado 80538
Phone: (970) 669-2061 Fax: (970) 669-5034 : 4
MEMORANDUM
Curley Risheill/Jim Dullea/Steve Nichols, Parker Land Investments
Linda Ripley, Ripley Design
Bud Curtis, Northern Engineering
City of Fort Collins
FROM: Joseph Delich
DATE: September4, 2013
SUBJECT: Waterfield Overall Development Plan Transportation Imps
(File: 1334ME04)
This memorandum is the transportation impact study (TIS) for the proposed
Waterfield Overall Development Plan (ODP). A full TIS will be prepared/submitted for
the Waterfield, Phase 1 Project Development Plan (PDP) in August 2013. The full TIS
will cover both the short range and long range transportation conditions. The content of
this memorandum was discussed with Ward Stanford, Fort Collins Traffic Operations
Engineer.
Waterfield is located in the northwest quadrant of the Vine/Timberline
intersection. The Waterfield ODP is provided in Figure 1. Figure 2 shows the
Waterfield, Phase 1 plan. The ODP consists of residential, neighborhood center,
school, and park uses. Waterfield, Phase 1 will have residential land uses. Table 1
shows the calculated daily and peak hour trip generation for the ODP.
Figure 3 shows the street network in the vicinity of Waterfield. The key streets
are: Timberline Road, Vine Drive (existing), and Merganser Drive. The Fort Collins
Master Street Plan indicates that Vine Drive will be relocated to the north of the existing
Vine Drive. For this exercise, the new alignment is referred to as New Vine Drive. The
short range analysis will include the following intersections: Existing Vine/Timberline,
Existing Vinelfwo Site Accesses, Timberline/New Vine, and Timberline/Site Access. In
addition, the Existing Vine/Lemay intersection will be analyzed with regard to the
ongoing adequate public facilities issues at this intersection. The long range analysis
will include the following intersections: New Vine/Timberline, Existing Vine/Timberline,
New Vine/Site Accesses, Timberline/Site Access, New Vine/Turnberry,
Turnberry/Conifer, Conifer/Site Access, and New Vine/Lemay.
The trip distribution of the site generated traffic is also shown in Figure 3. This
was discussed as element of the scoping of the transportation impact study.
The full TIS will address, in detail, the transportation elements of the Waterfield
PDP and ODP.
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