Siad topographical survey from Schmidt5282026

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---- ---- 01 NEW JERSEY PRECAST CONCRETE MANHOLE DETAIL 262-270 MAIN ST SITE REDEVELOPMENT LEGEND:

DRAINAGE DETAILS 1 PLACE BLOCK IN JOINTS TO ALLOW 0.5 TO 0.75 INCH (13 MM TO 19 MM) GAP BETWEEN PRECAST SECTIONS. FILL EXTERIOR GAP WITH XYPEX PATCH'N PLUG GROUT. JORGE MASTROPIETRO ARCHITECTS 2 APPLY ONE SLURRY COAT OF XYPEX CONCENTRATE TO THE INTERIOR GAP AT THE RATE OF 1.5 LB./SQ. YD. (0.8 KG/M²), THEN FILL GAP TO SURFACE WITH XYPEX CONCENTRATE IN DRY-PAC FORM. SITE CIVIL DESIGN 3 APPLY ONE SLURRY COAT OF XYPEX CONCENTRATE TO INTERIOR OF BOTTOM RING, FLOOR AND EXTERIOR WALLS AT THE RATE OF 1.25 TO 1.5 LB./SQ. YD. (0.65 TO 0.8 KG/M²) 4 AFTER PLACEMENT OF CONCRETE TROUGH, APPLY ONE SLURRY COAT OF XYPEX CONCENTRATE AT THE RATE OF 1.5 LB./SQ. YD. ESSEX (0.8 KG/M²) TO ITS SURFACE. CONCENTRATE SLURRY COAT CONCENTRATE DRY-PAC PATCH'N PLUG

ESSEX (0.8 KG/M²) TO ITS SURFACE. CONCENTRATE SLURRY COAT CONCENTRATE DRY-PAC PATCH'N PLUG NOTES: 1. SCHEMATIC DIAGRAM SHOWS XYPEX APPLICATION DETAILS ONLY AND DOES NOT DEPICT STANDARD REQUIREMENTS FOR WATERSTOPS OR EXPANSION JOINT SEALANTS. WEST ORANGE 2. SCHEMATIC DRAWING SHOWS XYPEX COATING APPLICATION. SPECIFIER MAY CONSIDER THE ALTERNATIVE USE OF XYPEX DRY SHAKE (DS-SERIES) OR XYPEX ADDITIVE (ADMIX C-SERIES), WHERE APPLICABLE. 3. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. DO NOT SCALE DRAWING. 5. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 6. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. DRAWN BY : DESIGN BY : CHECKED BY : SCALE : HP HP

HP HP JC AS NOTED SHEET #: DATE : C1.15 3 PRECAST CONCRETE MANHOLE 05/15/2025 JOB No. :

BINDING ORDER: C1.15 SCALE: N.T.S JMA02P003.01 15 of 15