05 Stormwater Statementrcd 10 14 24

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH BC 237.54 BC 237.12 BC 235.38 BC 235.70 BC 235.74 BC 234.89 BC 234.95 BC 235.44 236.78 235.44 235.50 235.89 235.46 BW 235.63 BW 235.91 BW 237.62 BW 236.89 BW 235.43 BW 235.30 BW 236.18 BW 236.26 BW 236.34 235.50 235.97 236.24 236.42 236.90 238.07 238.16 237.73 236.60 236.37 236.15 235.98 235.70 235.38 235.63 235.79 235.97 236.12 236.24 236.59 8" DS 237.0 DS 237.0 DS 237.0 237.72 237.86 238.03 237.55 235.87 236.22 236.07 235.81 235.54 235.37 235.18 235.18 235.20 235.95 235.79 235.15 TC 237.66 TC 237.61 TC 235.63 TC 235.90 TC 236.01 TC 235.04 TC 235.02 TC 235.70 TW 238.21 TW 238.18 TW 238.16 TW 237.66 TW 238.42 TW 238.34 TW 238.34 236.02 235.27 235.50 235.69 235.72 235.28 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X BC 233.30 BC 234.47 BC 235.62 BC 236.24 BC 236.45 BC 236.62 BC 237.05 TC 233.76 TC 234.91 TC 236.11 TC 236.64 TC 236.89 BW 236.17 236.08 234.02 238.04 237.59 236.48 235.76 234.96 234.29 234' 234' 235' 235' 236' 236' 237' 237' 236' 236' 236' 236' 236' 236' 236' INLET GRT.=237.31' INV.=234.44' DR. MH. RIM = 237.64' INV.(a)= 232.59' INV.(b)= 232.74' INV.(c)= 234.03' SAN. SEWER MH. RIM = 237.43 INV.(a)= 228.50' INV.(b)= 228.56' INV.(c)= 228.99' INV.(d)= 231.61' 234.98 235.27 235.26 BC 236.97 BC 236.57 BC 235.85 BC 235.79 BC 235.25 BC 235.12 BC 234.47 BC 233.81 BC 233.31 BW 237.39 233.72 235.37 235.82 235.68 236.34 236.41 237.27 237.73 233.77 235.45 237.49 238.09 TC 237.47 TC 237.06 TC 236.33 TC 235.90 TC 235.41 TC 235.71 TC 234.95 TC 234.30 TC 233.77 BW 235.34 BW 234.50 BW 234.46 BW 234.47 BW 233.75 BW 234.15 BW 237.70 BW 237.47 BW 236.86 235' 234' E E FRANKLIN AVENUE (60' WIDE) (ASPHALT) 235' 238' 236.67 237' 237' 125.00'-TIE E 238' 238.36 238' 235.17 231.94 232.70 234.85 234.39 234.10 234.43 235' 235' 235' 235' 234' 233' BC 237.81 BC 237.57 BC 237.40BC 237.34 TC 237.86 TC 237.55 TC 237.80TC 237.83 S 21°18'27" W 100.00' S 68°41'33" E 100.00' N 21°18'27" E100.00' N 68°41'33" W 100.00' X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

7.55 TC 237.80TC 237.83 S 21°18'27" W 100.00' S 68°41'33" E 100.00' N 21°18'27" E100.00' N 68°41'33" W 100.00' X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TW 238.51 TW 238.36 BW 237.36 TW 238.47 X X DS 237.0 232' ELM STREET (50' WIDE) (ASPHALT) 280' SIGHT TRIANGLE (25 MPH ROAD) 240' SIGHT TRIANGLE (25 MPH ROAD) X X X X X X X X X X X X X X X X X X X X X 236 236 236 MH E GRAVEL PARKING AREA AREA P-1 8,348 SF = IMPERVIOUS AREAS 1,652 SF = GRASS, GOOD (HSG C) 10,000 SF = TOTAL AREA Z:\RUTHERFORD\RUT\2021\RUT-210050 MANUEL VEGA - 66 FRANKLIN AVENUE, WEST ORANGE, NJ\CADD\EXHIBITS\DRAINAGE AREA MAPS\2021-08-25_DRAINAGE AREA MAPS.DWG ISSUE DATE DESCRIPTION NOT APPROVED FOR CONSTRUCTION PRELIMINARY & FINAL MAJOR SITE PLAN BY TITLE: SCALE: PROJECT ID: DRAWING: PROPOSED RENOVATION & ADDITION ESSEX COUNTY, NEW JERSEY MANUEL VEGA RUT-210050 01 10/08/2024 FOR MUNICIPAL SUBMISSIONJLO TOWNSHIP OF WEST ORANGE 66 FRANKLIN AVENUE BLOCK 134.02, LOTS 75.03, 79 & 81 Rutherford, NJ · New York, NY · Boston, MA Princeton, NJ · Tampa, FL · Detroit, MI www.stonefieldeng.com Headquarters: 92 Park Avenue, Rutherford, NJ 07070 Phone 201.340.4468 · Fax 201.340.4472 GRAPHIC SCALE IN FEET 0' 20'10'10' 1" = 10' PROPOSED DRAINAGE AREA MAP 2 OF 2 1" = 10' PROPERTY LINE SYMBOL DESCRIPTION PROPOSED SITE DRAINAGE AREA PROPOSED PERVIOUS AREA AFTON SAVITZ, P.E. NEW JERSEY LICENSE No. 57674 LICENSED PROFESSIONAL ENGINEER