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Home My WebLink AboutNORTHFIELD FILING 1 EXPANDED - PDP180011 - SUBMITTAL DOCUMENTS - ROUND 3 - TRAFFIC STUDYDELICH Northfield TIS, April 2018 ASSOCIATES Response to comment 5 A variance is being requested for the right-turn lane at the east site access. Response to comment 6 The commercial property is located in the northwest quadrant of the Suniga/West Site Access intersection. Table 1 shows the Trip Generation for the commercial property. Figure 1 shows revised short range (2022) total peak hour traffic at the key intersections. Figure 2 shows revised long range (2040) total peak hour traffic at the key intersections. Table 1 shows the short range (2022) total peak hour traffic operations at the Suniga/West Site Access intersection. Table 2 shows the long range (2040) total peak hour traffic operations at the Suniga/West Site Access intersection. The Suniga/West Site Access intersection will meet the City of Fort Collins Motor Vehicle LOS Standard in the short range (2022) and long range (2040) futures with commercial property. Response to comment 7 Figure 3 shows the revised short range (2022) geometry. Figure 4 shows the revised long range (2040) geometry. DELICH Northfield TIS, April 2018 ASSOCIATES TABLE 1 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 936 Coffee Shop (1) 1.0 KSF (2) 200 27.6 28 26.6 27 10.2 10 10.2 10 (1) External Traffic is half of the ITE rates for this use (2) Daily derived from external peak hour trip ends plus in the other hours of the day TABLE 5 Short Range (2022) Total Peak Hour Operation Intersection Movement Level of Service AM PM Suniga/West Site Access (stop sign) EB LT A A WB LT A A NB LT/T/RT B B SB LT/T/RT B B OVERALL A A TABLE 6 Long Range (2040) Total Peak Hour Operation Intersection Movement Level of Service AM PM Suniga/West Site Access (stop sign) EB LT A A WB LT A A NB LT/T/RT C C SB LT/T/RT C C OVERALL A A AM/PM SHORT RANGE (2022) TOTAL PEAK HOUR TRAFFIC Figure 1 DELICH ASSOCIATES Northfield TIS, January 2019 Suniga Road West Site Access 14/8 0/0 9/6 50/35 0/0 30/23 27/48 102/193 4/14 14/31 156/158 3/9 LONG RANGE (2035) TOTAL PEAK HOUR TRAFFIC Figure 2 DELICH ASSOCIATES Northfield TIS, January 2019 15/10 0/0 10/5 50/35 0/0 30/25 35/50 380/595 5/15 15/30 540/515 5/10 AM/PM Suniga Road West Site Access SHORT RANGE (2022) GEOMETRY Figure 3 DELICH ASSOCIATES Northfield TIS, January 2019 Vine Drive College Avenue Lemay Avenue Linden Street Conifer Street Suniga Road Redwood Street East Site Access West Site Access - Denotes Lane - Denotes New Lane Site Access STOP STOP STOP STOP STOP STOP STOP STOP STOP LONG RANGE (2040) GEOMETRY Figure 4 DELICH ASSOCIATES Northfield TIS, Jaunary 2019 Vine Drive College Avenue Lemay Avenue Linden Street Conifer Street Redwood Street - Denotes New Lane - Denotes Lane C A B AC West Site Access Old Lemay Avenue B East Site Access STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP Suniga Road APPENDIX A 1 Vine College Conifer kory Redwood Jerome Blue Spruce Suniga SCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Northfield, Phase 1 Pedestrian LOS Worksheet Project Location Classification: Transit Corridor Description of Applicable Destination Area Within 1320’ Destination Area Classification Level of Service (minimum based on project location classification) Directness Continuity Street Crossings Visual Interest & Amenities Security Residential neighborhood to the south of the site Residential Minimum B C C C B 1 Actual B C C C B Proposed B C C C B Residential neighborhood to the west of the site Residential Minimum B C C C B 2 Actual A B B C B Proposed A B B C B Residential/Commercial neighborhood to the north of the site Residential/ Commercial Minimum B C C C B 3 Actual B C B C B Proposed B C B C B Minimum 4 Actual Proposed Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed