HomeMy WebLinkAbout21 L501 SITE DETAILSNOTE:1. SEE PLANS FOR LAYOUTEXPANSION JOINT CAP W/ REMOVABLE CASTING TOP1/4" REXPANSION JOINT FILL MATERIAL1/4" TYPSANDED SEALANT, COLOR TO MATCH ADJACENT PAVEMENT3/8" TYP1/4" WIDE SAW CUT CONTROL JOINT 1/4 SLAB DEPTH, TYP CIP CONCRETE SLABCOMPACTED CRUSHED ROCK COMPACTED SUBGRADECOMPACTED CRUSH ROCKCOMPACTED SUBGRADENOTES: 1. SEE DETAIL FOR JOINTS2. PROVIDE EXPANSION JOINT @ ALL VERTICAL ELEMENTS, CURBS AND CHANGE IN CONCRETE PAVING3. SEE GEOTECHNICAL REPORT FOR BASE COURSE(S) RECOMMENDATIONS.CIP CONCRETE SLAB4"4"WHERE INDICATED8" @ EDGE1/2" R TOOLED EDGE AT PERIMETER135°1'-0"/D2L-501COMPACTED CRUSHED ROCK COMPACTED SUBGRADENOTES: 1. SEE DETAIL FOR JOINTS2. SEE CIVIL OR STRUCTURAL FOR REINFORCING3. PROVIDE EXPANSION JOINT @ ALL VERTICAL ELEMENTS CURBS AND CHANGE IN CONCRETE PAVING.4. SEE GEOTECHNICAL REPORT FOR BASE COURSE(S) RECOMMENDATIONS.CIP CONCRETE SLAB6"@ EDGE1'-0"1'-0"8"1/2 R TOOLED EDGE AT PERIMETER135°/D2L-501SITE FURNISHING VARIES, SEE PLANSCIP CONCRETE PAVING, SEE CORROSION RESISTANT ANCHOR BOLTS W/EXPANSION SHIELDS, PER MANUFACTURER'S RECOMMENDATIONSHIM W/ NON-SHRINK GROUT AS REQUIRED FOR SECURE, STABLE FITLEVEL6"3"/D3L-501BOULDERADJACENT LANDSCAPE AREAMAX 2% SLOPE AWAY FROM BOULDER WITHIN 12"SCRIBE PAVING TO BOULDER FOR CONSISTENT 1/2" GAP, FILL W/ POLYMERIC SANDADJACENT PAVING COMPACTED CRUSHED ROCK COMPACTED SUBGRADE MIN. 4"MIN. 4"*1/3 ROCK HEIGHT2" DIA. X 4" DEPTH CORE-DRILLED HOLE FILLED WITH NON-SHRINK GROUT, TYP#4 REBAR AT STAIR NOSINGSMIN. 2" CLEAR, TYP#4 REBAR @ 12" O.C. BOTH WAYS MIN 2" CLEAR ALL SIDES1% SLOPE, TYP.EXP JOINT @ TOP & BOTTOM OF STAIRS, TYPHANDRAIL, SEE DETAIL COMPACTED CRUSHED ROCKCOMPACTED FILL OR SUBGRADEALIGN CHEEKWALL TO EXPANSION JOINTSECTION ELEVATION1/4" "V" GROOVES, PERPENDICULAR TO DIRECTION OF TRAVEL BROOM FINISH1/2" R1/2" R MAXNOTE:1. HANDRAIL TO BE MOUNTED 1 1/2" CLEAR OF CHEEK WALL.2. EXPANSION JOINT TO BE LOCATED BETWEEN STAIRS AND CHEEKWALLS.3. SEE PLANS FOR ADDITIONAL STAIR/HANDRAIL INFORMATION.4. ON VANISHING STAIRS, THE LEADING EDGE SHALL HAVE A DISTINCTIVE STRIPE WITH A SLIP RESISTANT SURFACE VISIBLE IN DESCENT OF STAIR. SLIP DOWELS, TYPTHICKENED EDGE, SEE DETAIL D3/L501 CIP CONCRETE CHEEK WALL, SEE PLANS FOROCCURENCE1'-0"1" 5" MINALIGN CHEEKWALLW/ HANDRAILTYP1'-0"TYP6"36"FROST LINE DEPTH, MIN1'-4"/B2L-5011-1/2" DIA STEEL HANDRAIL, BOTH SIDES CONTINUOUS WELDS, GRIND SMOOTH2" DIA. X 4" DEPTH CORE-DRILLED HOLE FILLED WITH NON-SHRINK GROUT, TYP1" X 1 1/2" STEEL FLAT BAR3" X 3" ESCUTCHEON PLATE TOCOVER HOLE IN CONCRETE, TYP.EPOXIED IN PLACE, COLOR TOMATCH HANDRAIL.HANDRAILSTEEL FLAT BARROUND EDGES OFBAR TO MATCH CURVEOF HANDRAILSTAIR HANDRAIL SECTION/ELEVATIONNOTES:1. HANDRAIL TO BE MOUNTED 1 1/2" CLEAR OF CHEEK WALL.2. SEE PLANS FOR ADDITIONAL STAIR/HANDRAIL INFORMATION.3. OMIT LOWER RAIL IF HANDRAIL IS ADJACENT TO CURB OR WALL ALONG FULL RAMP LENGTH.4. HANDRAILS LONGER THAN 30'-0" SHALL HAVE AN EXPANSION JOINT PLACED WITHIN 2'-0" OF THE CENTER OF THE HANDRAIL LENGTH, SEE _ D2/L501_ _.90°R 6", TYPCIP CONCRETE STAIRS(1) TREAD DEPTHMINEQ.EQ.34"-36"HANDRAIL TERMINATIONTYP1'-0"5'-0" MAX TYPMATCH STAIR PROFILE USED ON PROJECTADJACENT PLANTING, SEE PLANSLANDSCAPE EDGING W/ STAKES AT 12" OCCRUSHED ROCK TOPPING COURSEBASE COURSECOMPACTED SUBGRADEFILTER FABRIC2"4"STAARC-LAR-LIC-8876EOFTOMNNAT A MARKSINDELLNo.LANDSCAPEARCHITECTABCDABCD1234512345COPYRIGHT GGLO. ALL RIGHTS RESERVED.ORIGINAL SHEET SIZE IS 24"x36"SHEET NO.SHEET TITLEGGLO PROJECT MANAGER:GGLO PRINCIPAL IN CHARGE:PROJECT NO.:OWNER APPROVAL:MARKDATEDESCRIPTIONISSUE INFORMATIONREVISIONSPROJECT:OWNER:PROJECT ADDRESS:PLOT DATE/TIME:A10.18.2024FORMAL SITE DEVELOPMENT REVIEWAPPROVAL STAMPSB12.18.2024SPR REVISION 112/19/2024 12:30:53 PMBurton YuenMark Sindell2023075OXBOW APARTMENTS4650 W GARFIELD STBOZEMAN, MT 59718L-501SITE DETAILSOXBOW APARTMENTSPHASE IISPR REVISION 1OXBOW LAND HOLDINGS LLC3112 LOS FELIZ BOULEVARDBOISE, ID 837021 1/2" = 1'-0"D2CIP CONCRETE JOINTS1 1/2" = 1'-0"D3CIP CONCRETE PED. PAVING1 1/2" = 1'-0"D4CIP CONCRETE VEHIC. PAVING3/4" = 1'-0"D5FURNISHING ATTACHMENT3/4" = 1'-0"D1BOULDER ON GRADE1" = 1'-0"B4CIP CONCRETE STAIRS1" = 1'-0"B2HANDRAILS1 1/2" = 1'-0"A5CRUSHED ROCK PATHMARKDATEDESCRIPTIONB12.18.24SPR Revision 1SPR Revision 1B