HomeMy WebLinkAboutApplication APPLICANT 9/29/2022 (3)I< KITTELSON 851 SW 6M AVENUE, SUITE 600
RTLAND, OR
&ASSOCIATES P503228.52309T204 F 503.273.8169
u uS:eR,o u
Date: August 5, 2022
To: Michael Liebler, PE
City of Springfield Department of Public Works
225 Fifth Street
Springfield, OR 97477
Cc : Steve Schwartz & Beth Witt, Chick-fil-A, Inc.
Andrew Hunt & Sean 011et, PE, 4G Development and Consulting, Inc.
From:
Chris Brehmer, PE & Julia Kuhn, PE
Project:
Springfield Chick-fil-A#04987
Subject:
Trip Generation Assessment Memo
Project Ji: 28083
Chick-fil-A is proposing to redevelop the Guesthouse Inn & Suites site located in the southwest quadrant
of the Gateway Street/Beltline Road intersection; the site address is 3358 Gateway Street. The existing
buildings on-site will be removed and the site would be redeveloped to include a 4,987 square foot
restaurant with a drive-through as well as two retail pad buildings.
This memorandum provides a summary of the existing and proposed uses and the corresponding change
in site trip generation. Based on the estimated change in trip generation, redevelopment of the site
results in fewer than 1,000 new daily trips and fewer than 100 new peak hour trips compared to the
former uses to be removed. We request your review and guidance related to site-specific traffic impact
study scoping required to address Springfield Development Code Standards and the Department of Public
Works Standard Operating Policies and Procedures.
Existing and Proposed Site Uses
Today, the site is occupied by occupied by a 143 -room Guesthouse Inn and Suites (previously the hotel
was branded as a Shilo Inns Hotel and Suites) and includes a former attached restaurant and bar totaling
16,948 square feet (including a 6,048 square feet former Elmer's restaurant, a former 3,400 square feet
Trackstirs Sports Bar and Grill, and a 7,500 square feet additional finished restaurant space). The site is
bordered by Beltline Road to the north, Gateway Street and commercial developments to the east and
Crossroads Center to the south. Today, access to the site is provided by a full movement driveway on
Gateway Street located approximately 25 feet north of Kruse Way.
HLENA ME. H. 128128083-SFRING17ELD CHICK -RL AI REPOR7jFINAL128C83 TRIGA£SESSMENTMEMO.00IX
Sprmgfleld flick-fd-A Project#:28M3
A,mm2022 Pope
As proposed, all existing site structures will be removed and the site will be redeveloped as a 4,987 square
feet Chick-fil-A with a drive-through window on the north and east sides of the building. Two future
general retail pad buildings are proposed including Pad A (approximately 7,000 square feet building) to
the south and Pad B (approximately 6,250 square feet building) to the west. The tenants of these two
retail buildings are not known at this time. The proposed site plan is attached to this letter as Appendix
1 for reference.
The existing full movement driveway on Gateway Street is expected to be limited to left -in -right -in -right -
out movements and new cross-over access will be provided connecting the site to commercial properties
to the west and south'. The new connections will provide site -generated trips with the opportunity to
enter and exit the site via the signalized access to Gateway Street via Crossroads Center.
Existing Site Trip Generation Potential
A trip generation estimate for the existing land use categories was estimated using trip rates and trip
type date from the Trip Generation Manual, 11" Edition (published by the Institute of Transportation
Engineers, ITE in 2021) to provide a basis for comparison with the proposed redevelopment. For all uses,
the peak hour of the generator is reported, rather than the peak hour of the adjacent street.
Table 1. Trip Generation Potential — Existing Uses
'ITE published data only includes PM peak hour pass -by rate' this rate was applied to Daily and AM peak hour lacking other data.
' The left -turn movement restriction is planned in conjunction with other access changes along Gateway Street as part
of the City of Springfield's Kruse Way caphal improvement project (P21165). This City project is funded by the ODOT All
Roads Transportation Safety (ARTS) program, is intended to address safety issues associated with operations at the
Gateway Street and Kruse Way intersection (ARTS Key # 20174), and is currently out for bidding for construction.
Orals.& Associate, lot. POldmrd, Oregon
Hotel
310
143 Rooms
1,143
76
40
36
86
SO
36
High Tumowr(SR-Down) Restaurant
Less Pass -by Trps (43%p
932
16,9465F
1,811
-781
232
(100)
132
(57)
100
(Q3)
277
-119
141
-61
136
-S8
Net New Restaurant Trips
1,036
132
75
57
158
80
78
Total Drivtrway/External Trips
TONT Pass -by Trips
2,960
(781)
ME;
(100)
172
(57)
136
(43)
363
(119)
191
(61)
172
(SB)
Total Net Existing Trips
2,179
208
115
93
244
130
F 114
'ITE published data only includes PM peak hour pass -by rate' this rate was applied to Daily and AM peak hour lacking other data.
' The left -turn movement restriction is planned in conjunction with other access changes along Gateway Street as part
of the City of Springfield's Kruse Way caphal improvement project (P21165). This City project is funded by the ODOT All
Roads Transportation Safety (ARTS) program, is intended to address safety issues associated with operations at the
Gateway Street and Kruse Way intersection (ARTS Key # 20174), and is currently out for bidding for construction.
Orals.& Associate, lot. POldmrd, Oregon
SWingfleld Ch ck-fd-A
A,.t2022
Proposed Development Trip Generation
Project #:28083
Pope 3
Table 2 presents vehicular trips associated with the proposed redevelopment per trip data in the Trip
Generation Manual, 11th Edition.
Table 2. Proposed Development Trip Generation Estimate
Weekday
��JWay
PM Pro k He.,
ITE Daily
11111-
3,052 353
181
172
r
Fart -food Restaurant with Drive-
rive-
Less Potential Trips far the Existing Ha[el andges[auran6
2,960 308
2,331
252
131
121
254
]29
125
Th
Through Window
Resulting Difference in Driveway Trips
q2 45 9
36 62
33 34
(Proposetl less Existing(
Less Pau -by Trips DailyF,,
4,987 SF
AM,SS%PM%
(1,166)
(]26)
(66)
(60)
(]27)
(65)
(62/
Net New Restaurant Trips
1,165
126
65
61
127
64
63
Pad A—Strip Retail Plaza (fid
381
53
26
27
93
So
43
fin
7,000SF
Less Poss-by Trips(W%)'
(]30/
(]8/
(9)
(9)
(32)
(I7)
(]5)
Net New Pad A Trips
251
35
17
18
61
33
28
Pad B— Strip Retail Plaza(<40k)
34048
24
24
83
45
38
tin
61250SF
Less Pass -by Trips (34%l'
(116)
(16)
(8)
(8)
(28)
(15)
(13)
Net New Pad B Trips
224
32
16
16
55
30
25
Total Driveway/External Trips
3,052
353
181
172
430
224
206
Tata)Pass-by Tdps
(1,412)
(1 60)
(83)
(77)
(187)
(97)
(90)
Total Net Existing Trips
1,640
193
98
95
243
127
116
a No data provided for land Use Code 822 in Trp Generation Manoo),11"Edition. The average pass -by rate of 40% cited for ITE Land Use Code 821
seems high for site so a 34% pan -by rate from ITE Shopping Center in the hip Generation lbndbook, 3'a Edition was used as a proxy for AM, PM and
daily rates.
Estimated Change in Site Trip Generation
Table 3 shows the anticipated change in trip generation associated with the redevelopment of the site.
Table 3. Estimated Change in Trip Generation
Kithelson 8 Associate; Inc. Portland, Oregon
Proposed Site Redeezi proem (Table 2)
3,052 353
181
172
030
221 206
Less Potential Trips far the Existing Ha[el andges[auran6
2,960 308
172
136
363
191 172
(Toblel)
Resulting Difference in Driveway Trips
q2 45 9
36 62
33 34
(Proposetl less Existing(
Kithelson 8 Associate; Inc. Portland, Oregon
SPringfleld aiick-fd-A
August=
Project #:28093
Poge 0
Based on the 1,000 new daily trip and 100 new peak hour trip thresholds documented in Springfield
Development Code Section 4.2-30S(B)2, it does not appear that a Traffic Impact Study (TIS) is triggered
by the proposed redevelopment. Should the future land use assumptions for Pad A or Pad B change, an
additional trip comparison should be provided to assess whether an increase in site trip generation would
trigger preparation of a TIS under the City's then -current traffic impact study thresholds.
Traffic Management Plan
Based on experiences at other Chick-fil-A restaurants, the grand opening period can experience higher
trip generation rates than will occur under a "stabilized" condition. For this initial opening period, Chick-
fil-A can prepare a Traffic Management Plan (TMP) that may incorporate support by local law
enforcement and can include multiple levels of on-site management that can be activated or pared back
as needed.
Next steps
Please review the trip information provided in this letter and let us know what additional traffic -related
information may be required to support a land use application for site development.
We appreciate your review and guidance and look forward to working with you on the Chick-fil-A land
use application.
Chris
\'yFR LYNN
EXPIRES12131123
'Source: https://Iibra".gcode.us/Iib/sprimfield or/pub/development code/item/chapter 4 -section 4 2 100-
4 2105
Kittehon 8 Associate, Inc Pro* d, Oregon
Appendix 1 Proposed Site Plan
C
I
I
I
I
I
Imm
4
m
20
4
3 I
RANDY PAPE BELTINE
9 STALL:
@9'X18'
E4FEEE
MPU
PC. UP
17
P13 LS LRG
90 SEATS
LOSS: 4,987 SF
@9'X18'
i I I
"n"n"
!Ni Y
)STALLS
@9'X18'1
'k
24.00'
16
2
1 1
7 STALLS
14 TYP
3200,.
O
v
IN"
nSITE PLAN NOTES
1. PROPOSED CONCRETE SIDEWALK
2. PROPOSED CFA STANDARD CATCHING/SPILLING CURB
AND GUTTER
3. PROPOSED 4" WHITE PAINTED PARKING STRIPE
4. PROPOSED ASPHALT PAVEMENT SURFACE
5. PROPOSED DRIVE-THRU PAVEMENT MARKINGS REFER
TO ARCHITECTURAL PLANS FOR BUILDING DETAILS
6. PROPOSED STANDARD A.D.A. STALL AND SIGNAGE
7. PROPOSED VAN ACCESSIBLE A.D.A. STALL AND SIGNAGE
8. PROPOSED WHITE PAINTED STOP BAR AND SIGNAGE
9. PROPOSED DRIVE-THRU EQUIPMENT AND SIGNAGE
10. PROPOSED DRIVE-THRU CANOPY
11. PROPOSED A.D.A. RAMP WITH TRUNCATED DOMES
12, PROPOSED TRASH ENCLOSURE, SEE ARCHITECTURAL
PLANS FOR ELEVATION
13. PROPOSED DRIVE-THRU CONCRETE
14. PROPOSED WHITE PAINTED DIRECTIONAL ARROWS
15. PROPOSED CONCRETE PATIO W/ OUTDOOR TABLES &
SEATING
16. PADS A AND B AND ASSOCIATED PARKING AND DRIVING
AREAS TO BE DESIGNED AND CONSTRUCTED AT A LATER
TIME.
17. PROPOSED BUILDING
18. PROPOSED 6"CURBAND GUTTER
19. PROPOSED LID STORMWATER FACILITY, SEE
STORMWATER PLAN SHEET FOR MORE INFORMATION
20. PROPOSED PHASE II LID STORMWATER FACILITY, SEE
STORMWATER PLAN SHEET FOR MORE INFORMATION
I
ILEGEND
CIVIUS PROJECT #
BOUNDARY LINE
BUILDING
EASEMENT
CATCHING CURB & GUTTER
------------ -
SPILLING CURB &GUTTER
a
SIGN
e
SANITARY SEWER CLEANOUT
e
STORM SEWER CLEANOUT
❑®
STORM CATCH BASIN
tli9ital files pmticcN fm abwenmeiprgW
PROPOSED ASPHALT PAVEMENT
'.°.
PROPOSED CONCRETE
I
OREGON UTILITY
NOTIFICATION CENTER
1-800-332-2344
ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY
THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH
IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES
OF THE RULES BY CALLING THE CENTER. (NOTE THE TELEPHONE NUMBER
FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987.)
1
3 1 2 1 1
N
1
20 0 20 40
SCALE IN FEET
■ W®
E o00�
ma-ayo,) nq o
0
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
720 SW Washington Street, #750
Portland, Oregon 97205
971-280-8641
RIIIIIIIIIIIIII
LU
I.i
I.i
C
Q a
J �
_
06z
LL 0
/ W
Q
UJ LUJ
ILL
0
B �Q'^) z
ILV
FSR# 04987
REVISION SCHEDULE
NO. DATE DESCRIPTION
CIVIUS PROJECT #
14841.01
PRINTED FOR
LAND USE DOCUMENTS
DATE
A1111012021
DMBy
JLG
ISO
inmmnaicn cwaii,aa ca ms dnnw� am is aii
�
tli9ital files pmticcN fm abwenmeiprgW
Z
maY ^y bereproLxiin anY mvrrl WlFaY
G
exPrczz vnllenarvnbalcmvnlim
G
auYaizel pmRtl rcprcsWa4ves.
LU
SHEET
U
SITE PLAN
O
W
CO
SHEET NUMBER
C2.0
_a