Siad topographical survey from Schmidt5282026

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---- 01 03 NJDOT SIGN POST DETAILS NEW JERSEY ADA AND DRIVEWAY DETAILS C1.04 SCALE: NTS CURB AND SIDEWALK NOTES: 262-270 MAIN ST SITE REDEVELOPMENT

262-270 MAIN ST SITE REDEVELOPMENT 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

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.