HomeMy WebLinkAboutHORSETOOTH BUSINESS PARK - AMENDED MASTER PLAN - 78-88A - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY•
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MEMORANDUM
To: Bill Reynolds, W.W. Reynolds Companies
Eldon Ward, Cityscape
Rick Ensdorff, Fort Collins Transportation Director
From: Matt DelichK::�)
Date: February 4, 1991
Subject: Horsetooth Business Park Traffic Study Update
It has been proposed that the Public Service Company of
Colorado (PSCo) will locate an administration/maintenance
facility at the Horsetooth Business Park located in the
southwest quadrant of the Timberline/Horsetooth intersection
in Fort Collins, Colorado. The PSCo facility is to be located
on the west side of the Horsetooth Business Park on Parcel A.
Figure 1 shows the revised master plan for Horsetooth Business
Park. This memorandum serves as an update to the Timberline-
Horsetooth Property Site Access Study, September, 1988. The
Timberline-Horsetooth Property is now known as the Horsetooth
Business Park. This memorandum addresses the trip generation
and the short range operation with the implementation of the
PSCo administration/maintenance facility.
In the original site access study, the land uses assumed
for the entire site are shown in Table 1 along with the daily
and peak hour trip generation. This trip generation was
estimated using Trip Generation, 3rd Edition, ITE,
supplemented by Development and Application of Trip Generation
Rates, FHWA, January 1985. The trip generation for the new
site plan was estimated using Trip Generation, 4th Edition,
ITE, supplemented by information from PSCo. Table 2 shows the
trip generation from the Horsetooth Business Park. The daily
trip generation shown in Table 2 is 76 percent of the trip
generation shown in Table 1. The morning peak hour decreases
by 167 trips (28%). The afternoon peak hour decreases by 463
trips (33%). Given this reduction in trip generation from the
overall Horsetooth Business Park, it is concluded that the
existing site access study should be used as the traffic study
for this property. While it may overstate the trip generation
and operation to some degree, it adequately addresses the
access, control, and geometric requirements for the Horsetooth
Business Park in the long range future. The site access study
included a right-in/right-out access to Horsetooth Road just
east of the railroad tracks. This access has been eliminated
from the new master plan.
This amendment concentrates on the short range operation
which is significantly different than the short range
operation provided in the site access study. In the site
access study, the short range development occurred on the
northern half of the site as a commercial area. In this
amendment, the short range analysis includes the PSCo facility
located in Parcel A. The PSCo facility will access the
north/south street which bisects the site. This street is
called Viewpoint Drive. At this initial stage, access will
be via Viewpoint Drive to Horsetooth Road and via Big Horn
Drive to Timberline Road.
The City of Fort Collins counted the Horsetooth/
Timberline intersection in 1989. These counts are more recent
than the peak hour counts contained in the 1988 site access
study. Figure 2 shows the short range traffic assignment
using the 1989 traffic factored to reflect a 1992 condition.
This assignment used the same trip distribution shown in the
site access study. Table 3 shows the peak hour operation at
the Horsetooth/Timberline signalized intersection and the
Horsetooth/Viewpoint and Timberline/Big Horn stop sign
controlled intersections. Calculation forms are provided in
the appendix. The operation at all of the analyzed
intersections is considered to acceptable. Acceptable
operation is defined as level of service D or better. These
levels of service are somewhat better than those indicated in
the site access study. This is due to the lower vehicle
activity generated by the PSCo facility compared to the
commercial center that was used in the site access study. It
is recommended that both the Viewpoint Drive and Big Horn
Drive accesses to their respective arterial streets be striped
with a single inbound lane, a left -turn exit lane, and a
combined right-turn/through exit lane.
It is concluded that the proposed accesses to Horsetooth
Road and Timberline Road are adequate to serve this site.
Stop sign control at these accesses is the proper control.
The Horsetooth/Timberline intersection will operate acceptably
with the existing geometrics and two phase signal operation.
The existing Timberline-Horsetooth Property Site Access Study
September 1988, can continue to serve as the traffic impact
study for this property. When other proposals for development
are put forth at the Horsetooth Business Park, similar traffic
study updates should be prepared to examine the operation at
the key intersections to determine when improvements are
required.
COLLINDALE
GOLF COURSE
POTE RIVER POWER AUTHORITO
FULL MOVEMENT I I I I 1
ACCESSL — ___ ___ J_j
I
. . . . HORSETOOTH ROAD
PARCEL
A I �' .
° P.S. Co.
\ — SECURE OUTDOOR
1 PARCEL/
O I C/
I /
12.5 AC.#/ GROSS
10.2 AC.± NET
z BUSINESS SERVICES
BIG t d.RN DRIVE_
49b�
I P AEL PARCEL
B ' D
/ 4.7 AC.f GROSS AEG —
4 4AAC.± NET / 3.9 AC.t NET—
INDgSTRIAL/OFFICE i /BUSINESS�SERViCES
1
COLLINDALE
BUSINESS PARK
— —I
__J
LLJ
z
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SITE PLAN Figure 1
Table 1
Trip Generation from Original Site Access Study
Land Use Daily AM Peak PM Peak
Trips Trips Trips Trips Trips
in out in out
Phase 1 - Parcel A
Retail - 155.5 KSF 7720 138 82 403 412
Full Develovment
Parcel B
Office/Ind.- 100 KSF
970
129
18
25
116
Parcel C
Commercial- 31.75 KSF
1580
28
17
82
84
Parcel D
Commercial- 25 KSF
1240
22
13
65
66
Parcel E
Office- 40 KSF
500
70
9
12
65
Parcel F
Office/Ind.- 55 KSF
530
71
10
14
64
Total
12540
458
149
601
807
Table
2
Trip Generation from
New
Master
Plan
Land Use
Daily
AM
Peak
PM
Peak
Trips
Trips
Trips
Trips
Trips
in
out
in
out
Parcel A
PSCo Facility
470
94
80
85
98
Parcel B
Office/Ind.- 4.4 Ac.
480
50
9
11
41
Parcel C
Bus. Serv.- 10.2 Ac.
6220
105
45
252
262
Parcel D
Bus. Serv.- 3.9 Ac.
2380
40
17
96
100
Total
9550
289
151
444
501
N
PRPA
Lo:iLo
— 15/4
It z 'IT
39/35 1
39/35
HORSETOOTH '1
j_
15/4
568/272 —�
28/26 �`
N Lo
Z a0
N It
(::SITE :)
AM/PM
M
co co
r` `r i°
� N `� 103/ 148
.-
If_ 3198 9/
253/ 143
216/94
151/109 ��
co c"J
r- co
Lo —
co
w
Z
.I
cc
w
m
I
(Y) T
\ ti
r \
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coM
— 55/65
f— NOM
BIGHORN
28/38
NOM
t
NOM
8 / 10 —
r'- cDoM ca\
T
co
T r
co
SHORT RANGE PEAK HOUR TRAFFIC Figure 2
Table 3
Short Range Peak Hour Operation
Intersection
Horsetooth/Timberline (signal)
Horsetooth/Viewpoint (stop sign)
NB LT
NB T/RT
SB LT
SB T/RT
EB LT
WB LT
Timberline/Big Horn (stop sign)
EB LT
EB T/RT
WB LT
WB T/RT
SB LT
NB LT
Level of Service (delay)
AM PM
B(10.5 s/v) B (10.4 s/v)
D D
A A
D D
A A
A A
A A
C D
A A
C D
A A
A A
A A
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