HomeMy WebLinkAboutHARVEST PARK - PDP - 25-98A - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY (3)JRN-05-2000 20:43
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MATTHEW J DELICH
P.05
TABLE 1
Short Range Peak Hour Operation
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(sonaD
OVERALL
B
B
Timberline/Timber Greek/Angelo
(gyp sign)
EB LT/T
C
D
EB RT
A
A
WB LT/T
C
C
WB RT
A
A
NB LT
A
A
SB LT
A
A
OVERALL
A
A
TABLE 2
Long Range Peak Hour Operation
TimberlineTmber Creek/Angelo
(stop sign)
EB LTlT
E
E
EB RT
A
A
WB LT/T
C
D
WB RT
A
A
NB LT
A
B
SB LT
A
A
OVERALL
A
A
TOTAL P.05
JRN-05-2000 20:43 MATTHEW J DELICH P.04
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—+— NOM
25115
NOM
15no
LONG RANGE TOTAL
TEAK HOUR TRAFFIC
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Harmony J 1 l
129511940
12a185
f380/1101
1480/1596
240225
o v
W
ova
10 M
N
Timber Creek
AM/PM
Rounded to
Nearest 5 Vehicles
Figure 3
,JAN-05-2000 20:43 MATTHEW J DELICH
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PEAK HOUR TRAFFIC
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,JRN-05-2000 20:43 MRTTHEW J DELICH P.02
S,TE GENERATED PEAK HOUR TRAFFIC
N
Figure 1
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,JAN-05-2000 20:42 MRTTHEW J DELICH
P.01
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W
0
0
0
0
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OTO: Jim Postle, The James Company
Darwin Horan, Writer Homes
Eldon Ward, Cityscape Urban Design
o, Terence Hoagland, vignette Studios
W City of Fort Collins
FROM: Matt Delich
LL
DATE- August 10, 1999
I
SUBJECT- Harvest Park/Sage Creek Transportation Study - Response
CDf to staff comments (File: 9909ME01)
ml. This memorandum responds to staff comments pertaining to the
ti^Harvest Park and Sage Creek Transportation Impact Study, April
1999. It specifically addresses the short range and long range
operation of two intersections not included in the TIS. These are
xW the Harmony/Corbett intersection and the Timberline/Timber
j Creek/Angelo intersection. The traffic forecasts at these
intersections include background traffic from PVH south Campus,
Harmony Village, Ce lest i ca/Harmony Technology Park, Symbios Logic,
and Preston Center.
Figure 1 shows the site generated traffic at the subject
intersections. Figure 2 shows the short range total peak hour
traffic forecasts at the subject intersections with the site
generated traffic from Harvest Park and Sage Creek_ Table 1 shows
the peak hour operation at the subject intersections. In the short
range future, these intersections will operate acceptably.
Calculation forms are provided in Appendix A.
Figure 3 shows the long range total peak hour traffic forecasts
at the subject intersections with the site generated traffic from
Harvest Park and Sage Creek. Table 2 shows the peak hour operation
Z at the subject intersections. In the long range future, these
intersections will operate acceptably. The minor street left turns
ir
lu from the Angelo leg will operate at level of service E. This type
UA
z of operation is normal at stop sign controlled intersections along
Q Z arterial streets. Overall, this leg and the intersection operates
UJ acceptably. The Angelo leg will have no site generated traffic.
zl Calculations forms are provided in Appendix B.
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