Site Plans

A-MH.1 TG:560.44 (A-1.1) INV. IN: 553.42 (OCS-3) INV. IN: 556.40 INV. OUT: 556.30 564 S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED D L No. 33410 . A N DE W R N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 56 2 22 LF 15" HDPE S = 1.08% 560 W-4.1 TG:558.76 INV. OUT: 555.76 558 55 6 FF:563.0 165 LF 15" HDPE S = 7.32% 55 4 W 552 556 550 548 PWA PWA Designed by Checked by AS SHOWN BCA Drawn by Date Proj. No. PRELIMINARY AND FINAL SITE PLAN Scale 155 LF 24" HDPE Anderson Consulting Services LLC K-4 TG:553.34 (A-7) INV. IN: 550.34 INV. OUT: 549.04 W 6 55 W 562 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W W 574 576 578 W W W W W W PAUL W. ANDERSON 58 2 574 W W W W W w W w W W STA W PAU T L W 45 LF 15" HDPE S = 4.56% 8 55 550 55 2 W 36 LF 15" HDPE S = 3.07% 558 94 LF 36" HDPE S = 5.03% 2 57 56 0 2 W-4 TG:558.52 (W-5) INV. IN: 554.22 (W-4.1) INV. IN: 555.52 INV. OUT: 554.12 W 560 56 OCS-8 TG:575.79 (W-7) INV. IN: 572.90 INV. OUT: 572.30 8 56 FF:564.0 55 4 W-7 TG:576.50 INV. OUT: 573.50 51 LF 15" HDPE S = 1.19% 576 564 A-1.1 TG:561.76 (A-1) INV. IN: 554.64 (OVERFLOW) INV. IN: 554.64 INV. OUT: 554.54 W 2 56 114 LF 15" HDPE S = 3.05% FE PR O W 46 LF 15" HDPE S = 1.01% 564 22 LF 15" HDPE S = 1.00% K-3 TG:553.34 (K-MH.5) INV. IN: 548.82 (K-4) INV. IN: 548.82 INV. OUT: 548.72 4 S S = 1.00% W-5.1 TG:568.45 INV. OUT: 565.45 566 W 564 57 196 LF 8" SDR-35 PVC S = 2.00% Y SE ON 22 LF 15" HDPE W 135 LF 15" HDPE S = 7.29% A-1 TG:563.10 (A-2) INV. IN: 559.50 (A-4)5 INV. IN: 555.20 64 INV. OUT: 555.10 6 56 6 163 LF 15" HDPE S = 2.95% 89 LF 15" HDPE S = 1.87% 46 LF 15" HDPE S = 4.86% FF:564.0 572 570 0 57 562 560 558 55 W 2 81 LF 15" HDPE S = 7.35% 8 56 8 W W-5 TG:568.67 (W-6) INV. IN: 564.18 (W-5.1) INV. IN: 565.23 INV. OUT: 564.08 187 LF 15" HDPE S = 4.39% 564 55 24 LF 15" HDPE S = 1.02% A-7 TG:557.55 (A-6) INV. IN: 553.93 INV. OUT: 553.83 W 143 LF 15" HDPE S = 1.54% 57 560 566 A-4 TG:559.87 INV. OUT: 556.87 8 57 6 w 4 A-2 TG:572.07 (OCS-4) INV. IN: 567.80 INV. OUT: 567.70 56 564 56 0 W 562 K-MH.5 RIM:558.53 (K-6) INV. IN: 553.74 INV. OUT: 553.64 A-6 TG:557.28 (A-5) INV. IN: 554.28 INV. OUT:

.87 8 57 6 w 4 A-2 TG:572.07 (OCS-4) INV. IN: 567.80 INV. OUT: 567.70 56 564 56 0 W 562 K-MH.5 RIM:558.53 (K-6) INV. IN: 553.74 INV. OUT: 553.64 A-6 TG:557.28 (A-5) INV. IN: 554.28 INV. OUT: 554.18 OCS-4 TG:579.06 (A-E) INV. IN: 572.50 INV. OUT: 570.00 576 4 57 568 2 A-5 TG:559.50 INV. OUT: 556.50 W 56 234 LF 15" HDPE S = 0.00% W 570 57 W 574 168 LF 15" HDPE S = 3.55% 8 6 576 574 572 2 568 564 572 578 578 W-6 TG:573.60 (K-MH.17) INV. IN: 570.24 (OCS-8) INV. IN: 570.24 INV. OUT: 570.14 578 4 57 4 W 57 57 57 4 6 57 57 W 6 56 4 56 578 56 570 W W K-MH.17 RIM:580.30 (K-16) INV. IN: 576.30 INV. OUT: 576.20 572 30 LF 15" HDPE S = 9.03% 566LF 15" HDPE 22 S = 1.00% 8 w 58 572 K-7.1 TG:570.25 INV. OUT: 567.25 56 8 140 LF 15" HDPE S = 6.75% 57 0 FF:602.0 GF:579.0 RIM:574.63 INV. IN: 568.93 INV. OUT: 568.83 IN EER 5w 80 w A-E TG:573.50 INV. OUT: 572.50 2 57 0 57 K-6 TG:567.49 (K-MH.8) INV. IN: 563.21 (K-7) INV. IN: 564.18 INV. OUT: 563.21 S = 7.50% W 4 57 K-7 TG:567.50 (K-7.1) INV. IN: 564.50 INV. OUT: 564.40 TG:591.23 (K-15) INV. IN: 587.80 INV. OUT: 586.80 W 8 57 6 57 158 LF 15" HDPE S = 8.72% GF:579.0 W 584 Docusign Envelope ID: D1D04BF9-1B5C-42D6-BFBB-04E6737374A4 PROFILE - BUILDING A ACCESS & PARKING ROAD R Know what's below. Callbefore you dig. SCALE: 1"= 50' HORIZ. 1"= 5' VERT. SP-45 SHEET 45 OF 60