WEH Full Civil Set Submission 2 7 1 24

W W W 4 60 6 W 60 0 61 8 W W W D 107 LF 15" HDPE S = 1.03% 126 LF 15" HDPE D-11 S = 4.36% TG:603.50 (D-12) INV. IN: 600.50 D-12 INV. OUT: 600.40 TG:609.00 INV. OUT: 606.00 W W W W 58 0 59 594 2 596 BCA PWA PWA Drawn by Designed by Checked by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. AS SHOWN W W Anderson Consulting Services LLC D-9 TG:601.50 INV. OUT: 598.50 99 LF 15" HDPE D-10 S = 3.04% TG:603.50 (D-11) INV. IN: 597.40 (D-9) INV. IN: 597.40 INV. OUT: 597.30 Scale 213 LF 8" SDR-35 PVC S = 2.00% 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W L 600 612 W 60 8 W W 6 57 57 W W 6 W No. 33410 W 2 W . A N DE W R W 61 2 D-MH.4 TG:595.40 (D-MH.3) INV. IN: 590.00 (D-16) INV. IN: 592.40 (D-15) INV. IN: 592.40 INV. OUT: 590.00 60 w W W 4 w W W 57 57 W W W S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED W W W N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 W W 61 0 D-7 TG:589.50 INV. OUT: 586.50 SAN-MH 10 RIM:592.27 INV. IN: 577.43 INV. OUT: 577.33 FF:618.0 GF:594.0 60 LF 15" HDPE S = 1.00% 21 LF 15" HDPE S = 0.47% D-14 TG:593.00 D-MH.3 INV. OUT: 590.20 TG:594.22 (D-MH.2) INV. IN: 590.00 INV. OUT: 590.00 110 LF 15" HDPE S = 2.65% FF:618.0 GF:607.0 FF:618.0 GF:597.0 LGF:582 .0 203 LF 8" SDR-35 PVC S = 1.99% D-16 TG:595.75 INV. OUT: 592.75 D-MH.7 TG:598.40 (D-10) INV. IN: 594.40 INV. OUT: 594.30 608 2 59 590 588 0 15 LF 15" HDPE S = 2.33% D-MH.5 TG:597.00 (D-MH.4) INV. IN: 590.00 INV. OUT: 590.00 SAN-MH 11 RIM:596.54 INV. OUT: 581.69 606 4 S S FE PR O 606 586 59 S 4 S w 584 S S S S D-4 TG:580.00 (D-3) INV. IN: 576.58 INV. OUT: 576.48 SAN-MH 9 RIM:580.94 42 LF 15" HDPE INV. IN: 573.29 INV. OUT: 573.19 S = 1.00% PAUL W. ANDERSON W 4 W 606 24 LF 15" HDPE S = 5.32% Y SE ON 60 S 60 2 5 582 17 LF 15" HDPE S = 1.16% S 59 D-3 TG:580.00 INV. OUT: 577.00 37 LF 12" HDPE S = 0.00% 96 580 588 D-5 TG:580.22 (D-4) INV. IN: 575.85 INV. OUT: 575.75 8 S 586 62 LF 15" HDPE S = 1.01% OCS-11 TG:597.00 (D-MH.5) INV. IN: 590.00 INV. OUT: 590.75 23 LF 12" HDPE S = 0.00% 59 8 57 58 LF 15" HDPE S = 1.03% 13 LF 6" HDPE S = 11.41% 0 57 57 6 2 58 584 D-8 TG:589.50 (D-7) INV. IN: 585.90 INV. OUT: 576.20 D-MH.2 TG:593.42 (D-13) INV.

90.75 23 LF 12" HDPE S = 0.00% 59 8 57 58 LF 15" HDPE S = 1.03% 13 LF 6" HDPE S = 11.41% 0 57 57 6 2 58 584 D-8 TG:589.50 (D-7) INV. IN: 585.90 INV. OUT: 576.20 D-MH.2 TG:593.42 (D-13) INV. IN: 590.10 (D-14) INV. IN: 590.10 INV. OUT: 590.00 12 LF 15" HDPE D-6 S = 1.05% INV: 576.00 TG:580.29 (D-5) INV. IN: 575.15 INV. OUT: 576.13 84 LF 12" HDPE S = 0.00% D-15 22 LF 15" HDPE TG:595.75 S = 0.46% INV. OUT: 592.75 9 LF 15" HDPE S = 3.79% 58 LF 12" HDPE S = 0.00% 60 2 57 6 8 57 D-13 TG:593.00 INV. OUT: 590.20 INV: 576.00 0 58 175 LF 8" SDR-35 PVC S = 5.81% 58 2 57 S 34 LF 15" HDPE S = 0.73% D-MH.6 TG:597.00 (OCS-11) INV. IN: 589.25 INV. OUT: 582.00 INV: 580.40 2 0 57 2 57 54 LF 15" HDPE S = 6.06% OCS-10 TG:578.25 INV. OUT: 573.75 STA 570 S 4 57 23 LF 15" HDPE S = 1.08% D-1 TG:573.75 INV. OUT: 571.00 57 LF 15" HDPE S = 2.81% PAU T L 570 TG:575.00 (OCS-10) INV. IN: 570.50 (D-2) INV. IN: 570.40 58 8 INV: 570.00 IN EER S = 0.87% D-2 TG:573.75 (D-1) INV. IN: 570.75 INV. OUT: 570.65 D-MH.1 56 PUMP STATION-MH1 RIM:570.66 INV. IN: 562.90 INV. IN: 563.00 PROFILE - ROAD "D" R Know what's below. Callbefore you dig. SCALE: 1"= 50' HORIZ. 1"= 5' VERT. SP-49 SHEET 49 OF 60