Supporting Documentation · Nov 22, 2022
293-22 Exhibit A.pdf
c2847bad2f18f74ad97b7b6a3518ad5e59b57c96356056f9099764d4c8711163Indexed text · page 70
Show all pagesCOMPACTED SUBBASE (95% MAX. DRY DENSITY) NOTE - NO EQUIPMENT BEYOND EDGE OF
EXISTING DISTURBED ASPHALT PAVEMENT DETAIL AREA (REACH WITH 6" THICK STONE 3 NOT TO SCALE BUCKET ONLY TO CLEAR EXISTING SOIL ANY SEDIMENT MATERIAL
ANY SEDIMENT MATERIAL WASHED DOWN THE 15' +/- AS NEEDED TO REACH SLOPE) TRAVELWAY CAUTION:
If this document does not contain the raised impression seal of the professional, it SECTION A-A is not an authorized original document and may have been altered. EXISTING BERM A
A 25' 5' +/- 5' +/- 1362 Crim Road, Bridgewater, NJ 08807
Tel: (908) 698-2890 Fax: (908) 926-2359 NJ Certificate of Authorization for Engineering NJ Professional Engineer and Land Surveying 24GA28135000 No. 24GE02628700
EXISTING SOIL A 3' H GABION BASKETS Township of West Orange Essex County New Jersey
Essex County New Jersey ELEVATION GABION BASKET SEDIMENT BARRIER 2 NOT TO SCALE CAUTION: If this document does not contain the raised impression seal of the Professional, it is not an authorized original document and may have been altered.
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