Supporting Documentation · Jul 30, 2024
WEH Full Civil Set Submission 2 7 1 24
1a261b2108215533cc2374714b58d1726008dc3b6942e3a88f3990c296ece8c8Indexed text · page 44
Show all pagesS I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED D S L No. 33410 . A N DE W R N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 W 602 0.1 60 1 FF: 587. : BF S FE PR O W W W W W W W W W W W W 0 W S 53 6 W W W 57 W 576 51 LF 15" HDPE S = 1.19% 578 OCS-8 TG:575.79 (W-7) INV. IN: 572.90 INV. OUT: 572.30 263 LF 8" SDR-35 PVC S = 2.00% W W W W 574 PAUL W. ANDERSON W w W 578 572 550 548 546 544 542 540 538 S 4 53 W 45 LF 15" HDPE S = 4.56% 0 w W SAN-MH5 RIM:579.28 INV. IN: 574.28 INV. OUT: 574.18 W-7 TG:576.50 INV. OUT: 573.50 57 4 W W W W 8 22 LF 15" HDPE S = 1.00% 60 5w S 588 576 8 168 LF 15" HDPE S = 3.55% 2 57 56 566 564 562 560 558 53 W-5.1 TG:568.45 INV. OUT: 565.45 206 LF 8" SDR-35 PVC S = 5.69% 590 Y SE ON STA 4 592 PAU T L 57 6 4 59 58 0 W-6 TG:573.60 (K-MH.17) INV. IN: 570.24 (OCS-8) INV. IN: 570.24578 INV. OUT: 570.14 81 LF 15" HDPE S = 7.35% 59 K-MH.17 TG:580.30 (K-16) INV. IN: 576.30 INV. OUT: 576.20 W-5 TG:568.67 (W-6) INV. IN: 564.18 (W-5.1) INV. IN: 565.23 INV. OUT: 564.08 W 135 LF 15" HDPE S = 7.29% C-3 TG:599.00 INV. OUT: 596.00 598 2 IN EER 598 592 0 59 58 22 LF 15" HDPE S = 1.08% W-4.1 TG:558.76 INV. OUT: 555.76 W-1 TG:535.00 (W-2) INV. IN: 532.60 INV. OUT: 532.50 34 LF 24" HDPE S = 0.87% 12 LF 24" HDPE S = 1.01% 578 57 W 53 2 W W W W W W W 8 INV: 532.00 W-MH.1 OCS-7 114 LF 15" HDPE TG:530.80 TG:533.63 (OCS-7) INV. IN: 529.00 S = 1.75% INV. OUT: 531.00 INV. OUT: 528.90 CASCADE SEPARATOR 36 LF 15" HDPE TG:534.00 S = 1.68% (W-1) INV. IN: 532.20 W-9 INV. OUT: 532.12 TG:529.80 INV. OUT: 528.40 556 554 550 548 546 544 542 0 22 LF 15" HDPE S = 1.00% W-3.1 TG:546.33 INV. OUT: 543.33 6 53 4 2 53 33 LF 15" HDPE S = 0.61%17 LF 15" HDPE S = 0.60% 53 17 LF 15" HDPE S = 0.60% 54 22 LF 18" HDPE S = 1.00% 552 W-2 TG:535.00 (W-3) INV. IN: 532.92 INV. OUT: 532.82 W-8 TG:529.80 INV. OUT: 528.40 W-MH.2 TG:530.00 (W-MH.1) INV. IN: 528.30 (W-9) INV. IN: 528.30 (W-8) INV. IN: 528.30 INV. OUT: 528.20 153 LF 15" HDPE S = 5.88% 582 S80 546 INV. OUT: 603.00 65 LF 15" HDPE S = 3.08% S 550 548 W-3 TG:546.31 (W-4) INV. IN: 542.02 (W-3.1) INV. IN: 543.11 INV. OUT: 541.92 598 584 TG:597.50 (C-2) INV. IN: 593.20 INV. OUT: 593.10 W 552 W-4 TG:558.52 (W-5) INV. IN: 554.22 (W-4.1) INV. IN: 555.52 INV. OUT:
W-4) INV. IN: 542.02 (W-3.1) INV. IN: 543.11 INV. OUT: 541.92 598 584 TG:597.50 (C-2) INV. IN: 593.20 INV. OUT: 593.10 W 552 W-4 TG:558.52 (W-5) INV. IN: 554.22 (W-4.1) INV. IN: 555.52 INV. OUT: 554.12 165 LF 15" HDPE S = 7.32% 594 552 596 586 140 LF 15" HDPE S = 7.50%584 AS SHOWN PWA Checked by Scale PWA Designed by 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com BCA Drawn by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. Anderson Consulting Services LLC OL PO .2 6 58 S PROFILE - WARNER ROAD R Know what's below. Callbefore you dig. SCALE: 1"= 50' HORIZ. 1"= 5' VERT. SP-44 SHEET 44 OF 60
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