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HomeMy WebLinkAboutLS-106LandscapeDetails2LANDSCAPE DETAILS 2 LS-106 20400.00PROJ. NO. DATE:2021-0715 © DRUMBEAT SITE PLAN CD SET SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: INDUSTRY BOZEMAN 650 South 500 West Salt Lake City, UT 84101 www.drumbeat.us www.qfactorsolutions.com TECHNOLOGY WAYBOZEMAN, MT 59718106 E BABCOCK, SUITE L1 Bozeman, MT 59715 www.sandersonstewart.com 2'1' 1'2'EXISTING CONCRETE PAVEMENT, RE: CIVIL TOP OF STAIRS, RE: CIVIL 95% COMPACTED SUBGRADE 2'-9" 1', UNLESS OTHERWISE NOTED 5° FACE OF RISER SHALL BE ANGLED, AS SHOWN, TYP 1% TYP. CAST IN PLACE REINFORCED CONCRETE STAIRS NOTE: 1) STAIRS TO HAVE MEDIUM BROOM FINISH PARALLEL TO STAIR RISERS. 1/2" TOOLED RADIUS AT NOSE, TYP. 6"6"#4 HORIZONTAL @ 12" O.C. #4 @ 12" O.C. STAIR N.T.S. 8 L-200 8 L-200 COMPACTED AGGREGATE BASE COURSE 2 12"2 12"3"3"1 EQ.EQ.34"9"1' FINISH GRADE, RE: CIVIL 4" MAX150°34"TREAD DEPTH, OR 1' FOR RAMP FINISH GRADE, RE: CIVIL 5' O.C. MAX RAI L S L O P E S H A L L MA T C H S T A I R O R RA M P S L O P E 2" DIA. TUBE STEEL 2" DIA. TUBE STEEL EDGE PROTECT ON RAMP. EDGE PROTECTION SHALL BE WELDED TO RAILING WITH CONTINUOUS WELD GRIND SMOOTH STAIRS OR RAMP, SEE SITE PLAN CAULK 3/4" DEEP, COLOR TO MATCH ADJACENT CONCRETE CORE DRILL CONCRETE AND FILL WITH NON-SHRINK GROUT FLUSH WITH CONCRETE, TYP. 6" EMBED MIN. HANDRAIL- GROUND MOUNTED N.T.S. MIN. 1', LENGTH VARIES SEE PLAN 2 6"6"6"1'-6" 1' EXISTING PAVEMENT RAI L A N D W A L L S L O P E S H A L L MA T C H S T A I R O R R A M P S L O P E MONOLITHIC CHEEK WALL 2'-10"5"5"6"CORE DRILL CHEEK WALL AND FILL WITH NON-SHRINK GROUT, FLUSH WITH CONCRETE, TYP. 6" EMBED, MIN. CAULK 34" DEEP, COLOR TO MATCH ADJACENT CONCRETE.SECTIONELEVATION 5"FINISH GRADE, RE: CIVIL TOP OF STAIRS, RE: CIVIL SECTION FINISH GRADE, RE: CIVIL 95% COMPACTED SUBGRADE #4 @ 12" O.C. EACH WAY NOTES: 1.HANDRAILS LOCATED IN CENTER OF CHEEK WALL. 2.HANDRAIL NOT SHOWN FOR CLARITY. CHEEK WALL N.T.S. 3"3" 8 L-200 8 L-200 3 P:\21016_Q_Factor_INDUSTRY\CADD_C3D\PRODUCTION_DWG\21016_LS_DETAILS.dwg, LS-106, 7/20/2021 9:08:28 AM, amartoncik, 1:1