Supporting Documentation · Jul 30, 2024
WEH Full Civil Set Submission 2 7 1 24
1a261b2108215533cc2374714b58d1726008dc3b6942e3a88f3990c296ece8c8Indexed text · page 45
Show all pagesS I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED D L No. 33410 . A N DE W R 56 2 N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 574 576 578 A-MH.1 TG:560.44 (A-1.1) INV. IN: 553.42 (OCS-3) INV. IN: 556.40 INV. OUT: 556.30 564 562 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 550 548 550 BCA PWA PWA Drawn by Designed by Checked by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. AS SHOWN 552 Scale 133 LF 15" HDPE S = 9.26% 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 556 Anderson Consulting Services LLC K-4 TG:553.34 (A-7) INV. IN: 550.34 INV. OUT: 549.04 W 6 55 W W W W W W W W W W W W w W w W W PAUL W. ANDERSON 584 58 2 574 W W W W STA W W PAU T L W 2 57 36 LF 15" HDPE S = 3.07% 558 55 2 45 LF 15" HDPE S = 4.56% 8 55 106 LF 24" HDPE S = 4.46% 56 0 W-4 TG:558.52 (W-5) INV. IN: 554.22 (W-4.1) INV. IN: 555.52 INV. OUT: 554.12 W 560 2 4 8 56 FF:564.0 56 57 564 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% 55 4 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: 548.72 576 S S = 1.00% W-5.1 TG:568.45 INV. OUT: 565.45 566 W 564 OCS-8 TG:575.79 (W-7) INV. IN: 572.90 INV. OUT: 572.30 196 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 56 163 LF 15" HDPE S = 2.95% 89 LF 15" HDPE S = 1.87% 46 LF 15" HDPE S = 4.86% FF:564.0 6 W 2 0 57 8 56 562 560 558 55 51 LF 15" HDPE S = 1.19% 572 570 W-581 LF 15" HDPE S = 7.35% 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 8 8 57 143 LF 15" HDPE S = 1.54% 57 560 566 A-4 TG:559.87 INV. OUT: 556.87 w 55 24 LF 15" HDPE S = 1.02% A-7 TG:557.55 (A-6) INV. IN: 553.93 INV. OUT: 553.83 W 6 564 56 0 4 A-2 TG:572.07 (OCS-4) INV. IN: 567.80 INV. OUT: 567.70 56 A-5 TG:559.50 INV. OUT: 556.50 W 562 K-MH.5 TG: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:
-2 TG:572.07 (OCS-4) INV. IN: 567.80 INV. OUT: 567.70 56 A-5 TG:559.50 INV. OUT: 556.50 W 562 K-MH.5 TG: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 2 234 LF 15" HDPE S = 0.00% W 56 W 574 570 57 W-7 TG:576.50 INV. OUT: 573.50 168 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 TG: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 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
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