JMA02P00301 262 270 MAIN STREET

REVISION C1.08 SCALE: NTS (2) #4 STEEL A B C D C1.08 SCALE: NTS ---- ---- ---- ----

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---- ---- ---- REINFORCEMENT 6" 3'-10 1/2" 4'-7" N/A 4'-0" BARS, E.S., E.W. No. ----

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01 D #4 TRANSVERSE REINFORCEMENT SPACED 16" C-C, DOWELED INTO FULLY 1/2" EXPANSION JOINT GRATE WITH GROUTED CMU BLOCK CELL CONCRETE EXISTING ON EITHER END LOCKING TOGGLE STAIRCASE (TYP)

NEW JERSEY CONCRETE SLAB/ GRADE PAVERS (3) #4 LONGITUDINAL #4 STEEL NOSING REINFORCEMENT, E.S., REINFORCEMENT (TYP) 262-270 MAIN ST SITE REDEVELOPMENT LANDSCAPING DETAILS DOWELED INTO FULLY

DOWELED INTO FULLY GROUTED CMU BLOCK CELL AT TOP CONNECTION AND DOWELED INTO FOOTING AT BOTTOM JORGE MASTROPIETRO ARCHITECTS BEDDING LAYER CONNECTION (TYP) INFILL INSIDE OF STAIRS WITH CLEAN SPOILS.

SITE CIVIL DESIGN DEPTH #4 REINFORCEMENT @ VARIES 16" O.C., E.S., PARTIALLY GROUTED 8" CMU BLOCK WALL (TYP) SOIL SUBBASE. ESSEX COMPACTED EARTH CMU GROUT INFILL. EVERY OTHER CELL (50% OF ALL CELLS) TO BE FULLY GROUTED (TYP)

FULLY GROUTED (TYP) 4" FIN. GRADE EL. FIN. GRADE EL. MINIMUM INSTALL WIRE-MESH REINFORCED 1/4" PARGING WEST ORANGE ON EXTERIOR WALLS (TYP) KEY-WAY JOINT (TYP) CONCRETE MIN 3'-0" #4 INSTALLATION FOOTING (TYP) 4" MINIMUM 4" MINIMUM