WEH Full Civil Set Submission 2 7 1 24

INV. OUT: 553.83 W W 4 TG: 562.0 INV: 559.1 MANHOLE (A-MH.1) TG:560.44 (A-1.1) INV. IN: 553.42 (OCS-3) INV. IN: 556.40 INV. OUT: 556.30 560 56 B-INLET (K-3) TG:553.34 (K-MH.5) INV. IN: 548.82 (K-4) INV. IN: 548.82 INV. OUT: 548.72 56 2 0 6 55 W 8 55 FF:563.0 558 115 LF 15" HDPE S = 9.26% W W B-INLET (K-4) TG:553.34 (A-7) INV. IN: 550.34 INV. OUT: 549.04 55 2 W 550 95 LF 24" HDPE S = 5.0% OUTLET STRUCTURE (#3) TG: 563.2 DOG PARK 6" ORIFICE: 559.5 6 559.0 12" HDPE 55IN: 15" HDPE OUT: 559.0 INV: 544.0 554 CASCADE SEPARATOR CS-5 (TYP) 54 6 W 552 W 548 0 546 544 W B-INLET (K-1) TG:546.57 (K-2) INV. IN: 544.27 INV. OUT: 544.27 W 8 W HEADWALL WITH STONE RIP RAP # B2-1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" 540 W 22 LF 15" HDPE S = 0.45% 546 W 15 LF 15" HDPE S = 0.67% 542 W 8 8 53 538 W 37 LF 15" HDPE S = 1.0 % W 536 536 W FT-HC 4'x6' (TYP) B-INLET TG: 533.5 INV: 531.5 145 LF 15" HDPE S = 3.8 % CONNECT TO EXISTING INLET INV: 526.0 Call before you dig. 534 W FT-HC 4'x6' (TYP) Know what's below. PWA PWA Checked by W 540 Date 544 53 4 B-INLET TG: 533.5 INV: 531.8 PRELIMINARY AND FINAL SITE PLAN 53 HEADWALL WITH STONE RIP RAP # B2 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" Proj. No. 540 W 2 53 8 LF 15" HDPE S = 1.0 % 540 546 Designed by 544 546 BCA W 536 534 MH RIM: 541.0 INV: 539.6 Drawn by W 542 542 R 546 544 W W OUTLET STRUCTURE (#1) TG: 545.2 6" ORIFICE: 544.25 15" HDPE OUT: 533.0 HEADWALL WITH STONE RIP RAP # B1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" 544 546 Anderson Consulting Services LLC W 6 LF 15" HDPE S = 1.5% 544 115 LF 15" HDPE S = 2.17 % 60 LF 15" HDPE S = 4.83 % INV: 539.5 INV: 544.00 B-INLET (K-2) TG:546.67 INV. OUT: 544.37 2 OUTLET STRUCTURE (#2) TG: 545.1 18" SHARP CRESTED WEIR: 544.68 6" ORIFICE: 544.0 15" HDPE OUT: 542.5 AS SHOWN W W HEADWALL WITH STONE RIP RAP # B2-2 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" Scale 55 54 53 35 LF 15" HDPE S = 9.26% INV: 544.00 4 54 550 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 8 W 54 HEADWALL WITH STONE RIP RAP # B1-1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" INV: 530.5 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 564 2 33 LF 15" HDPE S = 3.07% 114

s.com 8 W 54 HEADWALL WITH STONE RIP RAP # B1-1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" INV: 530.5 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 564 2 33 LF 15" HDPE S = 3.07% 114 LF 15" HDPE S = 3.05% B-INLET FF:564.0 55 MATCHLINE SP-20 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 W 564 18 LF 15" HDPE S = 1.00% E-INLET (A-1.1) TG:561.76 (A-1) INV. IN: 554.64 (OVERFLOW) INV. IN: 554.64 INV. OUT: 554.54 56 160 LF 15" HDPE S = 2.95% 564 PAUL W. ANDERSON W MATCHLINE SP-20 SP-21 SHEET 21 OF 60