WEH Full Civil Set Submission 2 7 1 24

592 6 5 62 LF 15" HDPE S = 1.01% S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED D L D-5 TG:580.22 (D-4) INV. IN: 575.85 INV. OUT: 575.75 W W W W W W BCA PWA PWA Drawn by Designed by Checked by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. Anderson Consulting Services LLC 58 88 AS SHOWN 0 59 4 58 Scale 58 0 D-1 TG:573.75 INV. OUT: 571.00 58 2 W No. 33410 6 W W W W 57 4 D-3 TG:580.00 INV. OUT: 577.00 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W . A N DE W R S 578 2 W W S 58 0 175 LF 8" SDR-35 PVC S = 5.81% S 23 LF 15" HDPE S = 1.08% 0 57 PUMP STATION-MH1 RIM:570.66 INV. IN: 562.90 INV. IN: 563.00 FE PR O 594 57 4 57 8 124 LF 8" SDR-35 PVC S = 0.52% S 596 6 0 57 S 56 W-5.1 TG:568.45 INV. OUT: 565.45 S 6 56 22 LF 15" HDPE S = 1.00% D-17 TG:565.81 INV. OUT: 562.81 SAN-MH2 RIM:566.09 INV. IN: 563.65 INV. OUT: 563.55 57 Y SE ON S 566 8 56 11 LF 15" HDPE S = 2.81% D-4 TG:580.00 (D-3) INV. IN: 576.58 INV. OUT: 576.48 4 0 57 117 LF 15" HDPE S = 0.00% 42 LF 15" HDPE S = 1.00% 34 LF 15" HDPE 57 S = 0.73% 8 S 2 S 580 57 568 2 45 LF 15" HDPE S = 4.56% 57 6 57 566 4 576 W 4 57 57 57 46 LF 15" HDPE 114 LF 8" SDR-35 PVC S = 0.87% S = 1.01% D-2 D-18 TG:573.75 TG:565.81 (D-1) INV. IN: 570.75 INV. OUT: 562.81 INV. OUT: 570.65 11 LF 15" HDPE INV: 570.00 S = 2.87% S SAN-MH3 RIM:566.76 INV. IN: 564.90 INV. OUT: 564.80 RIM:580.94 INV. IN: 573.29 INV. OUT: 573.19 582 W W W 576 OCS-8 TG:575.79 (W-7) INV. IN: 572.90 INV. OUT: 572.30 F:5892.0 LG SAN-MH W 568 S 51 LF 15" HDPE S = 1.19% 576 584 W S OCS-9 TG:568.00 (D-17/18) INV. IN: 563.00 INV. OUT: 555.51 12 LF 15" HDPE S = 1.05% W 570 W 168 LF 15" HDPE S = 3.55% 8 57 W-7 TG:576.50 INV. OUT: 573.50 196 LF 8" SDR-35 PVC S = 2.00% W W 8 57 INV: 576.00 54 LF 15" HDPE S = 6.06% D-MH.1 TG:575.00 (OCS-10) INV. IN: 570.50 (D-2) INV. IN: 570.40 INV: 555.25 26 LF 15" HDPE S = 1.00% 578 W W 586 N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 W S 578 57 8 W 572 W W W S 203 LF 8" SDR-35 PVC S = 1.99% S W S W 588 PAUL W. ANDERSON 56 6 572 574 56 2 58 LF 15" HDPE S = 1.03% D-6 TG:580.29 OCS-10 (D-5) INV. IN: 575.15 TG:578.25 INV. OUT: 576.13 INV. OUT: 573.75 4 57 60 LF 15"

VC S = 1.99% S W S W 588 PAUL W. ANDERSON 56 6 572 574 56 2 58 LF 15" HDPE S = 1.03% D-6 TG:580.29 OCS-10 (D-5) INV. IN: 575.15 TG:578.25 INV. OUT: 576.13 INV. OUT: 573.75 4 57 60 LF 15" HDPE S = 1.00% W 58 8 576 57 6 S INV: 576.00 57 W S S S STA W S w 4 56 D-7 TG:589.50 INV. OUT: 586.50 0 59 PAU T L 578 w 0 58 D-8 TG:589.50 (D-7) INV. IN: 585.90 INV. OUT: 576.20 W 5w W S80 W W GF:594.0 W 2 SAN-MH4 RIM:574.63 INV. IN: 568.93 INV. OUT: 568.83 W W 58 578 IN EER S = 2.00% SAN-MH5 RIM:579.28 INV. IN: 574.28 INV. OUT: 574.18 PROFILE - ROAD "D" R Know what's below. Callbefore you dig. SCALE: 1"= 50' HORIZ. 1"= 5' VERT. SP-48 SHEET 48 OF 60