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ALL CONCRETE SHALL BE 560-C-3250.
PARKING LOT STRIPING TO
BE COMPLETED BY OTHERS
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CURB
DATE: 3j4( qa
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P.C.C. LANDING THICKENED EDGE DETAIL
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CONSTRUCTION NOTES r-------=3___,_4_-~6~5-~-/,.' ~----,..,
REMOVE EXISTING IMPROVEMENTS \c.:_ -,F -b1==,======='jt[:;~=':'.=c~§~§~~ -·
CONSTRUCT TYPE "B" P.C.C. CURB WITH 6-11·/CH CURB FACE PER CNB STD-182-L. f;,'(},' c,,u, ,\1----'--.X--t"--'c-'-----
CONSTRUCT 4-INCH THICK P.C.C. SIDEWALK.
PROTECT EXISTING CATCH BASIN IN PLACE. (r'\ . 2 \__?)
CONSTRUCT P.C.C. COMMERCIAL DRIVEWAY APPROACH TYPE I PER CNB STD.-160-L. ~~, b'>
CONSTRUCT 6-INCH THICK P.C.C. ROADWAY. \'.__':'.I
CONSTRUCT 6-INCH THICK P.C.C. LANDING WiTH THICKENED EDGE PER DETAIL HEREON. 5 ic T;,? N 6
INSTALL REMOVABLE BOLLARD PER CNB ST0.-917-L. /'h Seo i e
GRIND EXISTING ASPHALT PAVEMENT TO A DEPTH OF 1-INCH ADJACENT TO THE JOIN
LINE.
CONSTRUCT P.C.C. CURB RETURNS WITH 2-FOOT RADIUS PER DETAILS HEREON.
PATCHEXISTING WALL WITH EPOXY MORTAR COMPOUND.
INST'ALL PAVEMENT REINFORCING FABRIC.
CONSTRUCT 1-INCH MINIMUM ASPHALT OVERLAY.
CONSTRUCT DEPRESSED CURB PER DETAIL HEREON.
FILL WITH SAND AND COMPACT TO 90%.
CONSTRUCT 4-INCH THICK A.C. PATCHBACK V/ITH 90% COMPACTION.
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DEPRESSED CURB DETAIL
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