HomeMy WebLinkAboutMULBERRY / LEMAY CROSSINGS PUD, LOT 2, FILING 2 - FINAL PUD - 36-96E - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYMr. Eric Bracke October 4, 1999
City of Fort Collins, , , affic Engineering Page 2
TABLE 1A
REVISED TRIP GENERATION
ITE
AM PEAK HOUR
PM
PEAK HOUR
LAND USE
SIZE
COD
ADT
IN
OUT
TOTAL
IN
OUT
TOTAL
Free -Standing
192 KSF
813
9,016
180
173
353
359
374
733
Discount Superstore
Specialty Retail Center
29.6 KSF
814
1,204
0
0
0
33
44
77
Free -Standing
100.45 KSF
815
5,688
66
33
99
213
213
426
Discount Store
TOTALS
15,908
246
206
452
605
631
1,236
10 PERCENT REDUCTION
14,317
221
185
407
545
568
1,112
KSF = thousand square feet
TABLE 1
ORIGINAL TRIP GENERATION
ITE
AM PEAK HOUR
PM
PEAK HOUR
LAND USE
SIZE
COD
ADT
IN
OUT
TOTAL
IN
OUT
TOTAL
Free -Standing
272 KSF
813
12,752
254
245
499
508
528
1,036
Discount Superstore
Specialty Retail Center
62 KSF
814
2534
0
0
0
175
133
308
High -turnover (Sit-
26 KSF
832
5,338
205
205
410
228
194
422
down) Restaurant
TOTALS
20,624
459
450
909
911
855
1,766
10 PERCENT REDUCTION
18,562
413
405
818
820
770
1,589
KSF = thousand square feet
Krager and Associates, Inc.
1390 Stuart Street, Carriage House
Denver, Colorado 80204-1243
(303) 446-2626 FAX (303) 446-0270
October 4, 1999
Mr. Eric Bracke, Traffic Engineer
City of Fort Collins
625 Ninth Street
P.O. Box 580
Fort Collins, Colorado 80522-0580
RE: Mulberry and Lemay Crossings - Trip Generation Summary
561 leb2mps
Dear Eric:
Per your request, Krager and Associates has provided a revised Trip Generation
Summary for the above referenced project. The revised summary, Table 1A,
details the proposed land uses for Lot 1 and Lot 2. Table 1 A is shown below for
your review.
The Trip Generation Summary as used in the Traffic Impact Study is also shown
below, for comparison purposes.
As is shown in the tables, the proposed land uses for Lots 1 and 2 are projected
to generate far fewer trips than assumed in the Traffic Impact Study. As a note,
the High -turnover, Sit-down restaurants accounted for in Table 1 and the Traffic
Impact Study are not included in this submittal. These will be developed at a
later date.
The projected trip generation from the proposed development plan, as presented
in Table 1A, does not exceed the trip generation used in the Traffic Impact
Study. In fact, the trip generation is much lower than previously anticipated.
If you have any questions, please feel free to call me.
Sincerely,
�J - /"
Ann T. Bowers, P.E.
Transportation Engineer