HomeMy WebLinkAbout010_L1.4SiteDetailsFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTION----SITE DETAILSWESTLAKE PARK IMPROVEMENTSWESTLAKE PARK, BLOCK 1, WESTLAKE'S FOURTH SUBDIVISIONBOZEMAN, MONTANAL1.4 EJS18098_18_LS DETAILS.DWGALM08/03/211ST SP SUBMITTAL09/27/2212/27/22----2ND SP SUBMITTAL3RD SP SUBMITTAL------18098.18BMX ELECTRIC START GATE
N.T.S.
NOTES:
1.INSTALL PER MANUFACTURERS INSTRUCTIONS.
4
PAVEMENT NOTES:
1.CONCRETE SURFACES SHALL HAVE LIGHT BROOM FINISH
PERPENDICULAR TO DIRECTION OF TRAVEL.
2.SCARIFY AND COMPACT 8" MIN. DEPTH SUB-GRADE TO 95%.
3.ALL SURFACES SHALL BE FLUSH AND MEET SMOOTHLY AND EVENLY.
4.PROVIDE POSITIVE DRAINAGE OFF WALK AT ALL LOCATIONS.
ADJUST ADJACENT GRADES AS REQUIRED TO PROPERLY DRAIN.
5.COLOR TO BE COORDINATED WITH OWNERS REPRESENTATIVE AND
LANDSCAPE ARCHITECT.
4"
1/4" W. x 1/2" DEEP
CONTROL JOINT
1/2" NON-ASPHALTIC
EXPANSION JOINTFINISH
GRADE
FIBER MESH
6" COMPACTED
AGGREGATE
95% COMPACTED
SUBGRADE
CONCRETE FLATWORK
N.T.S.1
CONTRACTION JOINT
SAW-CUT SCORE JOINTS,
DEPTH: 1/3 CONCRETE
THICKNESS; SEE LAYOUT
PLAN FOR LOCATIONS
95% COMPACTED
SUBGRADE4"CONTRACTION JOINT
N.T.S.
AGGREGATE BASE6"2
1'-6"
EXPANSION JOINT; 1/2"
WIDE; FULL DEPTH
CONCRETE PAVEMENT
1/2" DIA. X 18" SMOOTH DOWEL
BREAK BOND ONE END @ 24" O.C.
95% COMPACTED
SUBGRADE
9"4"SECTION
EXPANSION JOINT
N.T.S.6"AGGREGATE BASE
3
6"3"3" ASPHALT PAVING
COMPACTED AGGREGATE
COMPACTED SUBGRADE
MIRAFI 140N FABRIC
ASPHALT PATH
N.T.S.
NOTES:
1.ASPHALT SHALL BE HOTMIX PER CITY OF
BOZEMAN STANDARDS.
5
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