HomeMy WebLinkAboutREMINGTON ROW (ANNEX) - PDP - PDP110017 - REPORTS - TRAFFIC STUDYN
Laurel
Plum
SHORT RANGE (2016) GEOMETRY Figure 8
-/f L-DELICH Remington Annex Student Housing TIS, December 2011
j r=ASSOCIATES
TABLE 4
Short Range (2015) Total Peak Hour Operation
Intersection
Movement
Level of Service
AM
PM
College/Laurel
(signal)
EB LT
C
C
EB T
C
D
EB RT
C
D
EB APPROACH
C
D
WB LT
C
C
WB T/RT
D
D
WB APPROACH
D
D
NB LT
D
D
NB T/RT
C
C
NB APPROACH
C
C
SB LT
D
E
SB T/RT
C
D
SB APPROACH
C
D
OVERALL
C
D
Laurel/Alley
(stop sign)
NB LT/T/RT
A
A
SB LT/T/RT
A
A
EB LT/T/RT
B
B
WB LT/T/RT
B
B
Laurel/Remington
(signal)
EB LT
A
B
EB T/RT
B
C
EB APPROACH
B
C
WB LT
B
A
WB T/RT
B
B
WB APPROACH
B
B
NB LT
A
B
NB T
A
B
NB RT
A
A
NB APPROACH
A
B
SB LT
A
A
SB T
A
B
SB RT
A
B
SB APPROACH
A
B
OVERALL
B
B
College/Plum
(stop sign)
WB RT
B
B
SB LT
B
C
Plum/Alley
(stop sign)
NB LT/T/RT
A
A
SB LT/T/RT
I A
I A
EB LT/T/RT
A
A
WB LT/T/RT
A
A
// L-DELICH Remington Annex Student Housing TIS, December 2010
-71 rASSOCIATES
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89/100
32/60 �' O
N 4 n
SHORT RANGE (2016) TOTAL
PEAK HOUR TRAFFIC Figure 7
//_LDELICH Remington Annex Student Housing TIS, December 2011
-7/ (=ASSOCIATES
TABLE 3
Short Range (2015) Background Peak Hour Operation
Irtterseetiotl ' ..
=[Y1c?vei»ent
.
' ' LeV@1 Of
Service. '
College/Laurel
(signal)
EB LT
C
C
EB T
C
D
EB RT
C
D
EB APPROACH
C
D
WB LT
C
C
WB T/RT
D
D
WB APPROACH
D
D
NB LT
D
D
NB T/RT
B
C
NB APPROACH
C
C
SB LT
D
E
SB T/RT
C
D
SBAPPROACH
C
D
OVERALL
C
D
Laurel/Alley
(stop sign)
NB LTlr/RT
A
A
SB LT/T/RT
A
A
EB LT/T/RT
A
B
WB LT/T/RT
B
B
Laurel/Remington
(signal)
EB LT
A
B
EB T/RT
B
C
EB APPROACH
B
C
WB LT
B
A
WB T/RT
B
B
WB APPROACH
B
B
NB LT
A
B
NB T
A
B
NB RT
A
A
NBAPPROACH
A
B
SB LT
A
A
SB T
A
B
SB RT
A
B
SB APPROACH
A
B
OVERALL
B
B
College/Plum
(stop sign)
WB RT
B
B
SB LT
B
C
Plum/Alley
(stop sign)
NB LT/T/RT
A
A
SB LT/T/RT
A
A
EB LT/T/RT
A
A
WB LT/T/RT
A
A
—//=DELICH Remington Annex Student Housing TIS, December 2010
-7j rASSOCIATES
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nn N
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h o v
3/3
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T
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%1
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— 7/23
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) 8/3
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89/100 —�
n rn v
32/60
L D
n
N 1V
SHORT RANGE (2016) BACKGROUND
PEAK HOUR TRAFFIC Figure 6
-/r LDELICH Remington Annex Student Housing TIS, December 2011
j (-ASSOCIATES
Plum
C
rel
n
SITE GENERATED
PEAK HOUR TRAFFIC Figure 5
_-// L-DELICH Remington Annex Student Housing TIS, December 2011
-7/ [-ASSOCIATES
C
� (D � .2 N
rel
m
TRIP DISTRIBUTION Figure 4
_—// 1—DELICH Remington Annex Student Housing TIS, December 2011
-7,1 [-ASSOCIATES
TABLE 2
Remington Annex Student Housing Trip Generation
ode
r220
Use
Size
AWDTE
AM Peak Hour
PM Peak Hour
Rate
Trips
Rate
In
Rate
Out
Rate
In
Rate
Out
Apartments
46 Beds
EQ.
96
EQ.
5
EQ.
18
EQ.
13
EQ.
7
25% Reduction for Alternative Modes
24
1
4
3
2
Total
72
4
14
10
5
--// L-DELICH Remington Annex Student Housing TIS, December 2010
-7,f f=ASSOCIATES
SITE PLAN
_--/J1-DELICH
-71 (-ASSOCIATES
Figure 3
Remington Annex Student Housing TIS, December 2011
I•
TABLE 1
Current Peak Hour Operation
Intersection
Movement
Level of Service
AM
PM
College/Laurel
(signal)
EB LT
C
C
EB T
C
D
EB RT
C
D
EB APPROACH
C
D
WB LT
C
C
WB T/RT
D
D
WB APPROACH
D
D
NB LT
D
D
NB T/RT
B
C
NB APPROACH
C
C
SB LT
D
E
SB T/RT
C
D
SB APPROACH
C
D
OVERALL
C
C
LaureUAlley
(stop sign)
NB LTlr/RT
A
A
SB LTIT/RT
A
A
EB LTlr/RT
A
B
WB LTIT/RT
B
B
Laurel/Remington
(signal)
EB LT
A
B
EB T/RT
B
C
EB APPROACH
B
C
WB LT
B
A
WB T/RT
B
B
WB APPROACH
B
B
NB LT
A
B
NB T
A
B
NB RT
A
A
NB APPROACH
A
B
SB LT
A
A
SB T
A
B
SB RT
A
B
SB APPROACH
A
B
OVERALL
B
B
College/Plum
(stop sign)
WB RT
B
B
SB LT
B
C
Plum/Alley
(stop sign)
NB LT(r/RT
A
A
SB LT/T/RT
A
A
ES LT/T/RT
A
A
WB LT/T/RT
A
A
// LDELICH Remington Annex Student Housing TIS, December 2010
-7,1 I=ASSOCIATES
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to
1-126/107
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10/34
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to n
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40/81
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86/116
150/470
M
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M O
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24/39
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RECENT PEAK HOUR TRAFFIC
4
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5/16
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Figure 2
_-/I L-DELICH Remington Annex Student Housing TIS, December 2011
j (-ASSOCIATES
Laurel
Plum
N
Mulberry
Myrtle
rn
o
W
N N
O
c�
aD
a
Laurel
Plum
R min to
Locust
An e
Stu e
t
Ho sin
Elizabeth
SCALE: 1"=500'
SITE LOCATION Figure 1
--//_LDELICH Remington Annex Student Housing TIS, December 2011
—71 rASSOCIATES
Remington Annex Student Housing site is located within an area termed as "pedestrian
district," which sets the level of service threshold at LOS A for all measured categories
except street crossing, which is B. There are four destination areas within 1320 feet of
the proposed Remington Annex Student Housing: 1) the Colorado State University
Campus area to the west of the site, 2) the residential neighborhood/commercial to the
north of the site, 3) the residential neighborhood to the east of the site, and 4) the
residential neighborhood to the south of the site. Currently there are sidewalks adjacent
to the site along Remington Street. Appendix F contains a Pedestrian LOS Worksheet.
Based upon Fort Collins bicycle LOS criteria, the only bicycle destination is
Colorado State University Campus. This site connects directly to bike lanes on
Remington Street and Laurel Street, which achieves level of service A.
Currently, this area is served by Transfort Route 1 and Flex. It is expected that
transit level of service will be acceptable.
It is concluded that, with development of Remington Annex Student Housing, the
future level of service at the College/Laurel, Laurel/Alley, Laurel/Remington,
College/Plum, and Plum/Alley intersections will be acceptable. The level of service for
pedestrian, bicycle, and transit modes will be acceptable. The Remington Annex
Student Housing can be built without additional geometry or other street improvements.
L—DELICH Remington Annex Student Housing TIS, December 2010
r
ASSOCIATES
Figure 3 shows the site plan for Remington Annex Student Housing. Remington
Annex Student Housing will consist of 42 apartment units (46 beds). Access to
Remington Annex Student Housing will be via the alley to the west of the site. Trip
Generation, 8th Edition, ITE was used as the reference document in calculating the trip
generation. Persons (beds) were used as the trip generation variable. Since, this site is
close to the Colorado State University campus, a reduction (25%) was taken for the trips
that are expected to walk or bike to and from this site. Table 2 shows the trip generation
for Remington Annex Student Housing. This trip generation was discussed and agreed
to in the scoping meeting. The trip generation for Remington Annex Student Housing is
calculated at: 72 daily trip ends, 18 morning _peak hour trip ends, and 15 afternoon peak
hour trip ends.
Currently there are three single family homes on the proposed Remington Annex
Student Housing site. Using the cited reference document, these existing homes
generate: 28 daily trip ends, 3 morning peak hour trip ends, and 3 afternoon peak hour
trip ends. It is expected that the proposed Remington Annex Student Housing will
generate more traffic than the existing land use.
The trip distribution for this site is shown in Figure 4. The trip distribution was
determined using the existing traffic counts, knowledge of the existing and planned
street system, development trends, and engineering judgment. Figure 5 shows the site
generated peak hour traffic assignment of the Remington Annex Student Housing.
Although, vehicles can enter the Remington Annex Student Housing site through the
Collegio access on College Avenue, in the scoping meeting, it was requested that no
site generated traffic would be assigned to the Collegio access.
Figure 6 shows the short range (2016) background peak hour traffic at the
College/Laurel, Laurel/Alley, Laurel/Remington, College/Plum, and Plum/Alley
intersections. Background traffic volume forecasts for the short range (2015) future
were obtained by reviewing traffic studies for other developments in this area and
reviewing historic counts in the area. Traffic volumes were factor by 2.0 percent per
year. Table 3 shows the short range (2016) background peak hour operation at the
College/Laurel, Laurel/Alley, Laurel/Remington, College/Plum, and Plum/Alley
intersections. Calculation forms are provided in Appendix D. The key intersections will
operate acceptably with the existing control and geometry.
Figure 7 shows the short range (2016) total peak hour traffic at the
College/Laurel, Laurel/Alley, Laurel/Remington, College/Plum, and Plum/Alley
intersections. Table 4 shows the short range (2016) total peak hour operation at the
College/Laurel, Laurel/Alley, Laurel/Remington, College/Plum, and Plum/Alley
intersections. Calculation forms are provided in Appendix E. The key intersections will
operate acceptably during the peak hours. Figure 8 shows the short range (2016)
geometry at the College/Laurel, Laurel/Alley, Laurel/Remington, College/Plum, and
Plum/Alley intersections. This is the existing geometry at the key intersections.
The Remington Annex Student Housing site is in an area within which the City
requires pedestrian and bicycle level of service evaluations. Appendix F shows a map
of the area that is within 1320 feet of Remington Annex Student Housing. The
--// '—DELICH Remington Annex Student Housing TIS, December 2010
-7,1 rASSOCIATES
Attachment 6
®ELOCH ASSOCIATESTraffic & Transportation Engineering
2272 Glen Haven Drive Loveland, Colorado 80538
Phone: (970) 669-2061 Fax: (970) 669-5034
TO:
MEMORANDUM
Robin & Christian Bachelet, Maxiiimo Development Gro
Jeff Hansen, Vaught Frye Larson Architects
City of Fort Collins
FROM: Joe/Matt Delich
DATE: December 14, 2011
SUBJECT: Remington Annex Student Housing Transportation Impc-
(File: 1166ME01)
This memorandum addresses the transportation impacts of the proposed
Remington Annex Student Housing development. Remington Annex Student Housing
is located on Remington Street, one lot south of Laurel Street, in Fort Collins. The site
location is shown in Figure 1. The site is currently occupied by three homes (705, 711,
and 715 Remington Street). Remington Annex Student Housing will consist of 42
apartment units (46 beds). The scope of this study was discussed with the Fort Collins
Traffic Operations Engineer. A brief memorandum was requested. The Base
Assumptions form is provided in Appendix A. There are sidewalks along developed
parcels of land within 0.25 miles of the site. There are bicycle lanes along Remington
Street and Laurel Street.
Figure 2 shows recent peak hour counts at the College/Laurel, Laurel/Alley,
Laurel/Remington, College/Plum, and Plum/Alley intersections. The count data was
obtained in December 2011, when Colorado State University was in session. Raw
traffic data is provided in Appendix B. Table 1 shows the current peak hour operation of
the College/Laurel, Laurel/Alley, Laurel/Remington, College/Plum, and Plum/Alley
intersections. Calculation forms are provided in Appendix C. A description of level of
service for signalized and unsignalized intersections from the 2000 Highway Capacity
Manual and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections)
are also provided in Appendix C. The key intersections operate acceptably during the
peak hours. Remington Annex Student Housing site is in an area termed "mixed use
district." In areas termed "mixed use district," acceptable operation at signalized
intersections during the peak hours is defined as level of service E or better. At
unsignalized intersections, acceptable operation is considered to be at level of service F
for any approach leg for an arterial/ collector intersection or an arterial/local intersection.
In such areas, it is expected that there would be substantial delays to the minor street
movements during the peak hours. This is considered to be normal in urban areas. At
unsignalized collector/local intersections, acceptable operation is considered to be at
level of service C for any approach leg.