HomeMy WebLinkAbout15c - C4.0C ENLARGED GRADING PLAN (SW QUADRANT)WWWWWWWWWWWWWWWWWWOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEFOPTW W W W W W W W W W W W W W W W WSDSDSDSDSDSDSDSDSDSDSDSDUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGASGASGASGASFOPTFOPTFOPTFOPTFOPTFOPTFOPTFOPTFOPTFOPTFOPTFOPTFOPTFOPTFOPTFOPT
STATE STSDSDS 19TH AVE(ROW WIDTH VARIES)SSSSSSSS
W
SD SD SD SDSDSDSDSDSDSDSDSDSD
O.S 2AISLE "A"AISLE "B"AISLE "C"AISLE "6"S
D
SDSDSDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD
AISLE "3"AISLE "4"AISLE "5"EV STATIONEV STATION
>>>>>MICR.MAIN ELEC.GARAGEACC.GARAGEGARAGEGARAGEGARAGEGARAGESTORAGEELECSTAIR 2VESTIBULEENTRYELEV 1ELEV 2CORRIDOR
STORAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEMAINTENANCEWATER SERVICESTAIR 1UNIT B2UNITA2UNITA2UNIT C1UNIT B1UNITA2UNITA2UNIT B2TRASHTERMINATIONBOILER1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"4"4"4"4"4"4"4"4"4"4"6"4"
0"
4"
4"
4"
4"4"4"ELEV EQUIP1/4" / 12"TRASHACCESSSWITCH GEARBUILDING 35 STORY91-PLEX BUILDINGC4.0CENLARGEDGRADING PLAN(SW QUADRANT)2 9/29/2023 SITE PLAN SUBMITTAL ZWL CDP
3 1/12/2024 RC SITE SUBMITTAL ZWL CDP
4 5/31/2024 RC 2 SITE SUBMITTAL ZWL CDP
6 8/9/2024 RC 3 SITE PLAN SUBMITTAL ZWL CDP
7 8/1/2024 BID / PRICING SET ZWL CDP
8 10/18/2024 RC 4 SITE PLAN SUBMITTAL ZWL CDP PROFESSIONALENGINEERS &SURVEYORSSTAHLYENGINEERING& ASSOCIATESALPENGLOW APARTMENTS
SUD PH3 BLOCK 1
ALPENGLOW
OF BOZEMAN, LLC GRADING NOTES:1.FINISHED GRADE CONTOURS ARE AT PAVEMENT GRADE.2.FINISHED GRADE CONTOUR INTERVAL IS 0.25'.3.SLOPE SIDEWALKS TO TOP BACK OF CURB AT 1.5% (TYP, 1% MIN,2% MAX). WARP SIDEWALK GRADES TO BE LEVEL AT BUILDINGENTRANCES.4.ACCESSIBLE ROUTES (GENERALLY SIDEWALK AND MAINBUILDING ACCESSES) TO COMPLY WITH ADA REQUIREMENTS.5.LANDSCAPED AREAS TO HAVE A SLOPE NO GREATER THAN 4h:1v.6.ENSURE THE WALKS ALONG THE ACCESSIBLE ROUTE HAVE ARUNNING SLOPE OF 1:20 OR 5% MAXIMUM (EXCEPT AT THE CURBRAMPS, WHICH CAN BE UP TO 1:12 OR 8.33%) AND A CROSSSLOPE OF 1:48 OR 2% MAXIMUM. THIS INCLUDES AT THECROSSING OF DRIVE LANES.7.WHERE THE ACCESSIBLE ROUTES INTERSECT, A 48"X48" LEVEL"LANDING" THAT HAS A SLOPE OF 2% MAXIMUM IN ANYDIRECTION IS REQUIRED.8.ENSURE THE MANEUVERING CLEARANCES AT THE EXTERIORSIDE OF ALL ENTRY DOORS AND AT BOTH SIDES OF GATES HAVEA SLOPE OF 1:48 OR 2% MAXIMUM IN ANY DIRECTION, AND A 1/2"MAXIMUM OVERALL CHANGE IN LEVEL AT THE THRESHOLDS.9.ENSURE A 30" X 48" CLEAR FLOOR SPACE (CFS) IS PROVIDEDADJACENT TO THE EXTERIOR SITE ELEMENTS SUCH ASBENCHES, TRASH CANS, AND BIKE RACKS, AND HAVE A SLOPE OF1:48 OR 2% MAXIMUM IN ANY DIRECTION.10.SLOPE LANDSCAPED AREAS AWAY FROM BUILDING AT 5% MIN,10% MAX GRADE FOR A DISTANCE OF 10 FEET.11.MAINTAIN POSITIVE DRAINAGE TO CURB INLETS. SLOPE ASPHALTTO NEW CURB AT 1% MIN, 4% MAX.