PB 25 12 Application

---- ---- ---- ---- ---- REINFORCEMENT 6" 3'-10 1/2" 4'-7" N/A 4'-0" BARS, E.S., E.W.

BARS, E.S., E.W. No. ---- ---- ---- ---- ----

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- ---- ---- ---- D #4 TRANSVERSE REINFORCEMENT SPACED 16" C-C, DOWELED INTO FULLY 1/2" EXPANSION JOINT GRATE WITH

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)

LANDSCAPING DETAILS DOWELED INTO FULLY 262-270 MAIN ST SITE REDEVLOPMENT GROUTED CMU BLOCK CELL AT TOP CONNECTION AND DOWELED INTO FOOTING AT BOTTOM JORGE MASTROPIETRO ARCHITECTS BEDDING LAYER

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) 4" FIN. GRADE EL. FIN. GRADE EL. MINIMUM INSTALL WIRE-MESH REINFORCED 1/4" PARGING WEST ORANGE

WEST ORANGE ON EXTERIOR WALLS (TYP) KEY-WAY JOINT (TYP) CONCRETE MIN 3'-0" #4 INSTALLATION FOOTING (TYP) 4" MINIMUM 4" MINIMUM BARS. (2) #4 STEEL REINFORCEMENT INSTALL PROPOSED TRENCH DRAIN PER BARS, E.S., E.W. (TYP) 10" MANUFACTURER RECOMMENDATIONS 1' 12" 6" 0' 1' 2' DRAWN BY : DESIGN BY : CHECKED BY : SCALE :

0' 1' 2' DRAWN BY : DESIGN BY : CHECKED BY : SCALE : HP HP JC AS NOTED SECTION A-A SCALE: 1" = 1'-0" DATE : SHEET #: C1.08 5 CLEAN OUT DETAIL 6 TYPICAL TRENCH DRAIN DETAIL 7 CMU CONCRETE STAIRCASE DETAIL SCALE: NTS 05/15/2025 BINDING ORDER: