Final Engineering 262 270 Main

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---- 03 NJDOT SIGN POST DETAILS NEW JERSEY ADA AND DRIVEWAY DETAILS C1.04 SCALE: NTS CURB AND SIDEWALK NOTES: 262-270 MAIN ST SITE REDEVLOPMENT 1. ALL CURBING AND SIDEWALK

1. ALL CURBING AND SIDEWALK SHALL BE CONSTRUCTED OF AIR ENTRAINED CLASS B CONCRETE. (N.J.D.O.T. SPECS) 2. A 1/2" PREFORMED EXPANSION JOINT FILLER BITUMINOUS TYPE, CONFORMING TO A.A.S.H.T.O. SPEC'S M-33 IS TO BE INSTALLED BETWEEN THE CURBING AND CONCRETE SIDEWALK AND AT 10' MAX. SPACING JORGE MASTROPIETRO ARCHITECTS (TRANSVERSE AND LONGITUDINAL) IN THE SIDEWALK, RECESSED 1/4” IN FROM TOP OF SIDEWALK

SITE CIVIL DESIGN 3. TRANSVERSE JOINTS 1/2” WIDE SHALL BE INSTALLED IN THE CURBING 10'-0” APART AND SHALL BE FILLED WITH PREFORMED EXPANSION FILLER OF A.A.S.H.T.O. SPECS M-33 FLUSH WITH THE TOP AND FACE OF CURB. 4. COST OF EXPANSION JOINTS SHALL BE INCLUDED IN THE UNIT PRICE BID ESSEX FOR SIDEWALK AND CURBING. 5. ALL SIDEWALK, CURB RAMPS AND SIDE RAMPS SHALL HAVE A HAND