HomeMy WebLinkAboutBUILDERS SQUARE AT HARMONY MARKET PUD, 2ND FILING - FINAL - 54-87D - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY � f
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MEMORANDUM
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od N To: Tony Fiest, Fiest, Meager & Co.
Rick Ensdorff, Fort Collins Traffic Engineer
u 2 Fort Collins Planning Staff
From: Matt Delich -,10#422>
Date: May 25, 1990
Subject: Builders ' Square Traffic Study Update
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Fiest, Meager & Co. has proposed to locate a Builders '
Square retail store in the Harmony Market Shopping Center
in Fort Collins, Colorado. Builders ' Square is a building
materials store specializing in home improvement supplies
to professional builders and the general public. The store
will be 88, 800 square feet on 9.5 acres . It will be
located east of the Pace Membership Warehouse . Additional
parking will be provided (444 parking spaces) with this
building.
In the Harmony Market Site Access Study, March 1989, the
land use assumed for Harmony Market was a shopping center
with a gross leasable area of 332, 550 square feet. The
Pace Warehouse store was 100,000 square feet. Trip
generation for the Pace store was developed using data
supplied by Pace. The trip generation for the remainder of
the site was estimated using Trip Generation, 4th Edition,
ITE as a shopping center of greater than 200, 000 square
feet. Since a specific use has been determined as a
building materials and lumber store, which is also included
in Trip Generation, 4th Edition, the generated trips were
compared. Table 1 shows the trip generation from the
LLi W 88, 800 square foot store using the generalized shopping
center rate and the specific building materials and lumber
store. The daily trips using the specific use is 56
• percent of the shopping center trip generation. The
c• o morning peak hour trips increase by 72 trips (57%) while
- a the afternoon peak hour trips decrease by 125 trips (33%) .
W o The increase in the morning traffic is expected at a
building materials store. Conversely, shopping centers are
-. generally not very active during the morning peak hour.
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Table 1
Trip Generation
Daily A.M. Peak. P.M. Peak
Land Use Trips Trips Trips Trips Trips
in out in out
Shopping Center 4840 79 47 176 198
88.8 KSF
Building Materials 2715 123 75 127 122-
& Lumber Store
88.8 KSF
It is significant that the proposed Builders ' Square will
cause a reduction in trips at the time when volumes on the
public street are at their highest. During the morning
peak hour, there will be some excess capacity on the public
street system. Therefore, this proposed use causes traffic
to increase somewhat during the time when an increase can
be accommodated and causes traffic to decrease during the
time when the street system can least accommodate an
increase in traffic. While traffic volumes will change
with the proposed Builders ' Square, the changes are not
significant enough to cause a complete revision to the
Harmony Market Site Access Study.
Access to the Pace Warehouse is via Boardwalk. Access
to the site with the proposed Builders ' Square is proposed
to be via Boardwalk (as exists now) and via a right-in/
right-out access to Harmony Road. This right-in/right-out
access was included in the Harmony Market Site Access
Study. Peak hour traffic counts were obtained in May 1990.
These counts are shown in Figure 1 along with daily traffic
volumes supplied by the City of Fort Collins. The daily
traffic counts were obtained in April 1990. Raw traffic
data is presented in Appendix A.
Using the traffic volumes shown in Figure 1 and the
existing geometrics, the Harmony/Boardwalk intersection
operates acceptably as shown in Table 2 . Calculation forms
are provided in Appendix B. The 1985 Highway Capacity
Manual software was used for these analyses since they are
short range.
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Table 2
Current Operation
Intersection AM (delay) PM (delay)
Harmony/Boardwalk B (9.9 sec/veh) B (10.0 sec/veh)
(signal )
The generated trips from the proposed Builders ' Square
were assigned to the Harmony/Boardwalk and right-in/right=
out access . This assignment was added to the existing
traffic, factored by 102 percent to determine the year 1991
traffic projection for the key intersections. The trip
distribution was similar to that used for the short range
assignment in the Harmony Market Site Access Study, except
as it was adjusted based upon the counted traffic obtained
in May 1990. Figure 2 shows the trip distribution used for
this traffic assignment. Figure 3 shows the 1991 peak hour
traffic . The traffic assignment in the site access study
assumed a passby factor of 40 percent for the shopping
center use as documented in Trip Generation, 4th Edition.
Since a building materials store is more a destination use,
the passby factor was reduced to 10 percent. This is
reflected in the traffic volumes shown in Figure 3. Table
3 shows the peak hour operation at the key intersections .
Calculation forms are provided in Appendix C. The
operation at the Harmony/Boardwalk signalized intersection
and the right-in/right-out access is acceptable. There is
no significant increase in delay at the Harmony/Boardwalk
intersection.
Table 3
1991 Operation
Intersection AM (delay) PM (delay)
Harmony/Boardwalk B (10.3 sec/veh) B (10.5 sec/veh)
(signal )
Harmony Right-in/
Right-out
NB RT A A
It is concluded that the existing access via Boardwalk
and the proposed right-in/right-out access to Harmony Road
can adequately handle the traffic generated from the
existing Pace Warehouse store and the proposed Builders'
Square store. Additional alternative access is not
required at this level of development. When additional
t y
111
proposals are put forth at Harmony Market, similar traffic.
study updates should be prepared to examine the. operation
at existing intersections to determine when additional
roadway facilities are required.
The proposed right-in/right-out access to Harmony Road
requires acceleration and deceleration lanes according to
the State Highway Access Code. Using the posted 45 mph
speed limit in this area of Harmony Road, the acceleration
lane should be 550 feet long with a taper of 15 : 1 (180 feet
for 12' lane) . The deceleration lane should be 350 feet
long with a taper of 15:1 (180 feet for a 12 ° lane) . The
deceleration lane shown above assumes that the turning
vehicles are executing a 15 mph turn (radius of 40 feet or
greater) . The deceleration lane should be 375 feet plus
180 feet of taper if less than a 40 foot radius is used at
this entrance. Storage length adjustment is not required
on this deceleration lane. From observation, it is assumed
that the acceleration and deceleration lanes can be painted
on the existing shoulder. This assumption should be
verified using the survey of the existing conditions.
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AM/PM
EXISTING TRAFFIC Figure 1
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TRIP DISTRIBUTION Figure 2
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SITE
AM/PM
1991 PEAK HOUR TRAFFIC Figure 3
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• WEST of HOGAN DR.
EAST BOUND
III 111 III
HOUR ---- QUARTER HOUR ---- HOUR EACH * REPRESENTS 33 VEHICLES
OF DAY 1st 2nd 3rd 4th TOTAL A DASH MEANS HOUR VOLUME < 17
12 AM 11 7 5 6 29 *
1 AM 5 8 6 2 2.1 *
2 AM 6 9 3 4 22 *
3 AM 5 .2 2 5 14 —
4 AM 14 1 15 28 58 **
5 AM 33 45 76 120 274 ********
6 AM 137 152 166 223 678 *************:*****:**.*
7 AM 186 227 230 252 895 ***• ***********************
8 AM 216 199 176 188 779 *********************:**.*
9 AM 145 120 132 114 511 ***************
10 AM 108 118 114 122 462 **************
11 AM 124 129 155 131 539 ****************
1.2 PM 130 163 162 173 628 *****.*.*****-•********
1 PM 167 161 134 151 613 *******************
2 PM 148 167 161 148 624 ************* -*****
3 F'M 174 166 135 165 640 *******************
4 PM 158 179 166 185 688 *********************
5 PM 198 176 213 191 778 *********************_*.**
6 PM 180 174 148 168 670 *********-***********
7 PM 138 115 85 B6 424 *************
8 PM 65 94 88 89 336 **********
9 PM 96 80 74 63 313 *********
10 PM 49 61 47 44 201 ******
11 PM 25 28 20 13 86 ***
TOTAL VOLUME IS 10,283 VEHICLES.
PEAK HOURS:
MORNING PEAK HOUR VOLUME OF 925 BEGINS AT 7: 15 AM ( 9 7.)
EVENING PEAK HOUR VOLUME OF 778 BEGINS AT 5:00 PM ( 8 7.)
DATA COLLECTION BEGAN AT 12 AM ON TUESDAY, APRIL 10, 1990..
HARMONY RD.
® WEST
ST of BOUND HOGAN DR. 40HOUR ---- QUARTER HOUR ---- HOUR EACH * REPRESENTS 39 VEHICLES
OF DAY 1st 2nd 3rd 4th TOTAL A DASH MEANS HOUR VOLUME < 20
12 AM 17 12 20 15 64 **
1 AM 6 1 7 11 25 *
2. AM 2 4 1 7 14 -
AM 6 4 9 4 21 *
4 AM 4 2 9 2 17 -
5 AM 9 10 16 22 57 *
6 AM 3134 43 80 188 *****
7 AM 85 93 121 150 449 ************
8 AM 132 140 120 114 506 *************
9 AM 126 108 105 132 471 ************
10 AM 143 118 114 114 489 *************
11 AM 125 131 131 152 539 ****-**********
12 PM 159 131 132 132 554 **************
1 PM 110 120 120 118 468 ************
2 PM 112 135 145 172 564 ***-**.*********
3 PM 14.4 200 214 234 792 ********************
4 PM 226 250 214 227 917 ************************
5 PM 267 292 276 268 110.E ****************************
6 PM 225 182 179 195 781 ********************
7 PM 127 143 98 98 466 ************
8 PM 114 107 80 57 358 ******-***
9 PM 98 66 63 46 273 *******
10 PM 5._) 52 40 56 201 *****
11 PM 51 52 34 24 161 ****
TOTAL VOLUME IS 9,480 VEHICLES.
PEAK HOURS:
MORNING PEAK HOUR VOLUME OF 543 BEGINS AT 7:30 AM ( 6 %)
EVENING PEAK HOUR VOLUME OF 1 , 103 BEGINS AT 5:0.0 PM ( 12 7.)
DATA COLLECTION BEGAN AT 1.2 AM ON TUESDAY, APRIL 10, 1990.
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