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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