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HomeMy WebLinkAboutDESIGN REPORT - 20-00182 - BYU-Idaho Long Term Parking Expansion THE DYER GROUP, LLC • 343 E 4th NORTH, SUITE 108 • REXBURG, ID 83440 - 6001 208.656.8800 (VOICE) • 877.721.5025 (TOLL FREE) • 208.656.8808 (FAX) • 208.390.9700 (CELL) DESIGN REPORT BYU-IDAHO LONG-TERM PARKING LOT EXPANSION March 2020 BACKGROUND BYU-Idaho is proposing to expand the existing long-term parking facilities north of 7th South and east of Center Street. Exhibit A shows the location of the proposed improvements just northeast of the intersection of Center Street with 7th South. The purpose of the parking lot is to provide additional long-term parking for students in on- campus housing and others who make appropriate arrangements to park there. Available spaces will also handily serve as special event parking such as for devotionals, graduation, and education week. DESCRIPTION The proposed new parking facility will provide approximately 161 net additional parking spaces to the existing long-term parking facility. All spaces are full-size (9’ x 18’) parking stalls. Exhibit B is a quick overview of the major features in the proposed layout. An 8’ sidewalk on the west and a 10’ sidewalk on the north side of the parking lot will collect pedestrians and direct them to the existing sidewalk on Center Street that leads to the main part of campus. Entrance accesses to the new parking facility are shown on the Exhibit in the northeast and southeast corners. Wide circulation and parking aisles are provided that are in excess of 24 ft. The parking lot will be an asphaltic surface with suitable gravel base, and will have islands and painted markings defining the parking spaces. A storm drainage system will be constructed to handle runoff from the facility. Parking lot lighting will be provided for appropriate safety and visibility. Landscaping will be installed for aesthetics. LANDSCAPING Exhibit C briefly highlights the major features of the proposed landscaping. The yellow highlights are where sleeves will be installed under sidewalks and paved areas to facilitate providing irrigation and electrical power (if necessary) to the landscaped and island areas. Areas shown in pink will have washed river rock and consists primarily of the islands, and areas adjacent to the parking facility on the north, east, and south sides. Irrigation will be provided and trees and/or bushes will be planted in the washed rock areas as additional landscaping, similar to the existing long-term parking facility. Areas shown in green will have irrigated sod installed. Landscaping will be maintained by the University like is currently done in all areas on campus. 2 LIGHTING Parking lot lighting will be provided similar to the adjacent existing long-term parking facility. The existing facility will be upgraded to convert over to LED lighting, and new lighting LED will be provided in the new parking area. There will be four 35 ft. high poles installed on concrete foundations in the new parking area, similar to the University’s current standards for parking lot lighting. Double LED fixtures will be installed at the top of each of the poles to provide down-cast (cut-off) lighting on the parking lot and sidewalk areas. Exhibit D is a photometric map showing the updated lighting for the existing parking lot as well as the lighting in the proposed new parking lot expansion. Lighting in the new facility is excellent and uniform with the following parameters: minimum intensity of 0.6 ft. candles/ft.², maximum intensity of 1.7 ft. candles/ft.², average intensity of 1.3 ft. candles/ft.², avg/min ratio of 2.2:1, and max/min ratio of 2.8:1. STORM DRAINAGE Storm water runoff from the sidewalk and asphalt paved areas is collected to interior concrete curbs and gutters. Collected runoff then flows to the west end of the south side of each of the islands and the north curb of the facility where catch basins are to be installed with curb inlets and gutter grates. 12” SDR 26 (for improved stiffness) PVC piping will be installed to convey the collected stormwater runoff between catch basins and a new manhole to be installed north of the north sidewalk. From there, a connection will be made east into an existing stormwater detention facility consisting of two each, 159 ft. long, 36” diameter buried pipes that serve as a detention chamber, with large concrete boxes at each end for additional storage and stormwater control. Runoff from the existing detention facility is controlled by a weir plate in which a 4.08” diameter hole has been installed to restrict the flow rate of the discharge. The existing discharge continues in underground piping down Center Street, to the west on Sage Street, and then connects into the City stormwater piping system on 2nd West at 5th South. Exhibit E is the storm drain plan. The pink area is the new facility and the blue area is the existing parking facility that feeds to the existing detention structure. Orange is the new piping system and purple is the existing detention structure. The storm drainage calculations attached as Exhibit F demonstrate that the existing detention structure has sufficient capacity to retain the required flow for both areas. At any rate, the existing controlled discharge and flow rate from the detention structure will continue with the same flow rate it has had in the past, without change or modification. CONTACTS The University’s project manager is Kehl Murray, 208-201-6630, murrayk@byui.edu. The Engineer of Record is Winston Dyer, PE, 208-390-9700, wdyer@thedyergroup.com. -- End of Design Report -- SITE PHOTOMETRICS FOR BYU-IDAHO LONG-TERM PARKING EXPANSION Designer SAM Date 03/25/2020 Scale Not to Scale Drawing No.ES1.1 PE Project No.2030 1 of 1StatisticsDescription S y m b o l M a x M i n M a x / M i n A v g / M i n A v g Parking Lot - Addition 1.7 fc 0.6 fc 2.8:1 2.2:1 1.3 fc Parking Lot - Existing 1.7 fc 0.2 fc 8.5:1 4.5:1 0.9 fc Schedule Symbol L a b e l Q T Y C a t a l o g N u m b e r D e s c r i p t i o n LampNumber LampsLumens per LampWattage F1A13 D S X 1 L E D P 3 4 0 K T 5 M M V O L T D S X 1 L E D P 3 4 0 K T 5 M M V O L T LED 1 13055 204 F22 D S X 1 L E D P 3 4 0 K B L C M V O L T D S X 1 L E D P 3 4 0 K B L C M V O L T LED 1 10309 102 0. 7 0. 8 0. 8 0. 9 0. 9 1. 0 1. 0 1. 0 1. 0 1. 0 1. 1 1. 1 1. 1 1. 1 1. 0 1. 0 1. 0 1. 0 1. 0 0. 9 1. 0 0. 7 0. 8 0. 9 1. 0 1. 0 1. 1 1. 1 1. 1 1. 1 1. 1 1. 1 1. 1 1. 2 1. 2 1. 2 1. 2 1. 2 1. 1 1. 1 1. 0 1. 0 1. 0 0. 7 0. 8 0. 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7 0. 6 0. 6 0. 6 0. 6 0. 7 0. 7 0. 8 0. 8 0. 9 0. 9 0. 9 0. 8 0. 8 0. 8 0. 7 0. 6 0. 6 0. 5 0. 4 0. 4 0. 4 0. 4 0. 4 0. 4 0. 4 0. 5 0. 6 0. 6 0. 7 0. 8 0. 8 0. 8 0. 8 0. 7 0. 7 0. 6 0. 5 0. 4 0. 3 0. 3 1.11.11.21.21.21.21.11.00.90.80.70.70.70.70.70.80.80.80.90.90.90.90.90.80.80.70.60.50.50.40.40.40.50.50.50.50.60.70.80.90.90.90.90.80.70.60.50.40.40.3 1. 2 1. 2 1. 3 1. 3 1. 3 1. 3 1. 2 1. 1 1. 0 0. 9 0. 8 0. 8 0. 7 0. 8 0. 8 0. 8 0. 8 0. 9 0. 9 1. 0 1. 0 1. 0 1. 0 0. 9 0. 8 0. 7 0. 6 0. 6 0. 5 0. 5 0. 5 0. 5 0. 5 0. 5 0. 6 0. 6 0. 7 0. 8 0. 9 1. 0 1. 1 1. 1 1. 0 0. 9 0. 8 0. 6 0. 5 0. 5 0. 4 0. 3 1. 2 1. 3 1. 3 1. 3 1. 3 1. 3 1. 3 1. 2 1. 1 1. 0 0. 9 0. 8 0. 8 0. 8 0. 8 0. 8 0. 9 0. 9 1. 0 1. 1 1. 2 1. 2 1. 2 1. 1 0. 9 0. 8 0. 7 0. 6 0. 6 0. 6 0. 6 0. 6 0. 6 0. 6 0. 6 0. 7 0. 8 0. 9 1. 0 1. 1 1. 2 1. 2 1. 1 1. 0 0. 9 0. 7 0. 6 0. 5 0. 4 0. 4 1.21.31.41.31.11.21.21.31.21.11.00.90.90.80.90.90.91.01.11.21.31.31.31.21.00.90.80.70.70.60.60.60.60.60.70.80.91.01.11.11.21.21.21.11.00.80.70.60.50.4 1. 2 1. 3 1. 4 1. 3 1. 2 1. 1 1. 2 1. 3 1. 3 1. 1 1. 0 0. 9 0. 8 0. 8 0. 9 0. 9 1. 0 1. 1 1. 2 1. 3 1. 3 1. 3 1. 2 1. 2 1. 1 1. 0 0. 9 0. 8 0. 7 0. 7 0. 7 0. 7 0. 6 0. 7 0. 7 0. 8 0. 9 1. 1 1. 2 1. 1 1. 1 1. 1 1. 1 1. 1 1. 1 0. 9 0. 8 0. 6 0. 5 0. 4 1. 2 1. 3 1. 3 1. 3 1. 2 1. 2 1. 2 1. 3 1. 2 1. 1 1. 0 0. 9 0. 8 0. 8 0. 9 0. 9 1. 0 1. 2 1. 3 1. 3 1. 2 1. 2 1. 2 1. 2 1. 2 1. 1 1. 0 0. 8 0. 7 0. 7 0. 7 0. 7 0. 7 0. 7 0. 7 0. 8 0. 9 1. 1 1. 2 1. 1 1. 1 1. 1 1. 1 1. 1 1. 1 1. 0 0. 8 0. 6 0. 5 0. 4 1. 1 1. 2 1. 3 1. 3 1. 2 1. 2 1. 2 1. 2 1. 2 1. 1 1. 0 0. 9 0. 8 0. 8 0. 8 0. 9 1. 0 1. 2 1. 3 1. 3 1. 2 0. 9 1. 1 1. 2 1. 2 1. 1 1. 0 0. 8 0. 7 0. 7 0. 7 0. 7 0. 7 0. 7 0. 7 0. 8 0. 9 1. 1 1. 2 1. 1 1. 1 1. 1 1. 1 1. 1 1. 1 0. 9 0. 8 0. 6 0. 5 0. 4 1. 0 1. 0 1. 1 1. 2 1. 2 1. 2 1. 2 1. 1 1. 0 0. 9 0. 9 0. 8 0. 8 0. 8 0. 8 0. 9 1. 0 1. 1 1. 2 1. 2 1. 2 1. 1 1. 0 1. 2 1. 2 1. 1 0. 9 0. 8 0. 7 0. 7 0. 6 0. 7 0. 7 0. 7 0. 7 0. 8 0. 9 1. 0 1. 1 1. 1 1. 1 1. 1 1. 1 1. 1 1. 0 0. 9 0. 7 0. 6 0. 5 0. 4 0. 9 0. 9 1. 0 1. 1 1. 1 1. 1 1. 1 1. 0 0. 9 0. 8 0. 8 0. 8 0. 8 0. 8 0. 8 0. 8 0. 9 1. 0 1. 1 1. 2 1. 2 1. 2 1. 2 1. 1 1. 1 1. 0 0. 9 0. 8 0. 7 0. 6 0. 6 0. 6 0. 6 0. 6 0. 6 0. 7 0. 8 0. 9 1. 0 1. 1 1. 1 1. 1 1. 1 1. 0 0. 9 0. 8 0. 7 0. 5 0. 5 0. 4 0. 8 0. 8 0. 8 0. 9 0. 9 0. 9 0. 9 0. 8 0. 7 0. 7 0. 7 0. 7 0. 7 0. 7 0. 7 0. 7 0. 8 0. 9 1. 0 1. 1 1. 1 1. 2 1. 1 1. 1 1. 0 0. 9 0. 8 0. 7 0. 6 0. 6 0. 6 0. 6 0. 6 0. 6 0. 6 0. 6 0. 6 0. 7 0. 8 1. 0 1. 0 1. 0 1. 0 0. 9 0. 8 0. 6 0. 5 0. 7 0. 7 0. 7 0. 7 0. 7 0. 7 0. 7 0. 7 0. 6 0. 6 0. 6 0. 6 0. 6 0. 6 0. 6 0. 6 0. 6 0. 7 0. 8 0. 9 1. 0 1. 1 1. 0 1. 0 0. 8 0. 7 0. 6 0. 6 0. 5 0. 5 0. 5 0. 5 0. 5 0. 5 0. 5 0. 5 0. 5 0. 6 0. 7 0. 8 0. 9 0. 9 0. 8 0. 8 0. 6 0. 5 0. 5 0.60.60.60.60.60.60.60.60.60.50.50.50.50.50.50.50.50.60.70.80.80.90.80.80.70.60.50.50.40.40.40.40.40.40.40.40.50.50.60.70.70.70.70.60.50.50.4 0. 2 0. 2 0. 2 0 . 2 0 . 2 0 . 2 0 . 2 1. 7 1. 7 1. 7 1.71.7 F1 A - 1 F1 A - 2 F1 A - 3 F1 A - 4 F2 - 1 F2 - 2 F1 A - 5 F1 A - 6 F1 A - 7 F1 A - 8 F1 A - 9 F1 A - 1 0 F1 A - 1 1 F1 A - 1 2 F1 A - 1 3 Pl a n V i e w Sc a l e - 1 " = 5 0 f t Lu m i n a i r e L o c a t i o n s No . L a b e l M H 1 F 1 A 4 2 . 0 0 2 F 1 A 4 2 . 0 0 3 F 1 A 4 2 . 0 0 4 F 1 A 4 2 . 0 0 5 F 1 A 4 2 . 0 0 6 F 1 A 4 2 . 0 0 7 F 1 A 4 2 . 0 0 8 F 1 A 4 2 . 0 0 9 F 1 A 4 2 . 0 0 10 F 1 A 4 2 . 0 0 11 F 1 A 4 2 . 0 0 12 F 1 A 4 2 . 0 0 13 F 1 A 4 2 . 0 0 1 F 2 4 2 . 0 0 2 F 2 4 2 . 0 0