Engineering Plans 2

SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON X X X 7 FT MIN X 22 FT DETENTION #4 POROUS ASPHALT RECHARGE DETAIL 'BASIN 3' OUTLET STRUCTURE #3 SCALE: NTS SCALE: NTS 'BASIN 1' OUTLET STRUCTURE #1 SCALE: NTS DETENTION OUTLET STRUCTURE #4 1 38' 6.0' 21' 6" 19.0 cy 2-2 22' 5.25' 14' 4" 5.18 cy 2-3 19' 5.25' 13' 4" 4.24 cy DETENTION OUTFLOW RIPRAP TABLE 2-4 18' 5.25' 13' 4" 4.02 cy BASIN La 3Wo Wa D50 VRIPRAP 2-5 16' 5.25' 12' 4" 3.37 cy 1 11' 3.75' 15' 4" 2.52 cy 2-6 17' 5.25' 12' 4" 3.58 cy 2 20' 5.25' 26' 7" 13.5 cy 3 25' 3.75' 14' 4" 5.42 cy 4 20' 4.50' 25' 9" 16.4 cy 5 31' 3.75' 16' 4" 7.48 cy 5 11' 3.75' 15' 4" 2.52 cy 2 LAYERS OF STONE (2D50) X X X X X X La D50 FILTER FABRIC PRELIMINARY AND FINAL SITE PLAN Wa 3 Wo La PWA VRIPRAP Checked by D50 PWA Wa Designed by 3Wo BCA La Proj. No. BASIN Date DETENTION INFLOW RIPRAP TABLE Drawn by SCALE: NTS AS SHOWN SCALE: NTS Scale DETENTION BASIN #5 SECTION DETENTION OUTLET STRUCTURE #5 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com Anderson Consulting Services LLC X X X X X SCALE: NTS RIP RAP APRON / LEVEL SPREADER SCALE: NTS R Know what's below. Call before you dig. SP-25 SHEET 25 OF 66