Supporting Documentation · Nov 10, 2024
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52ed7b4c896b62f50a139914d76f8db3c5de628d707811572731cacff1a21cbaIndexed text · page 44
Show all pagesDocusign Envelope ID: D1D04BF9-1B5C-42D6-BFBB-04E6737374A4 S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED D L No. 33410 . A N DE W R W 602 FE PR O W W W W W W W S W 578 8 W W W W W 578 57 W W W W W W W W W W W W 4 53 53 2 BCA PWA PWA Drawn by Designed by Checked by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. Anderson Consulting Services LLC OL PO .2 6 58 S W-7 TG:576.50 INV. OUT: 573.50 AS SHOWN W W W W S 542 OCS-8 TG:575.79 (W-7) INV. IN: 572.90 INV. OUT: 572.30 51 LF 15" HDPE S = 1.19% 263 LF 8" SDR-35 PVC S = 2.00% Scale W W 0 W 576 540 45 LF 15" HDPE S = 4.56% 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W W 57 S N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 W 0.1 60 1 FF: 587. : BF W 578 574 PAUL W. ANDERSON 0 w W SAN-MH5 RIM:579.28 INV. IN: 574.28 INV. OUT: 574.18 57 4 572 22 LF 15" HDPE S = 1.00% 60 w 576 588 S STA 4 5w S80 S 168 LF 15" HDPE S = 3.55% 2 57 8 W-5.1 TG:568.45 INV. OUT: 565.45 206 LF 8" SDR-35 PVC S = 5.69% 590 Y SE ON PAU T L 57 592 IN EER 598 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 C-3 TG:599.00 INV. OUT: 596.00 598 59 K-MH.17 RIM:580.30 (K-16) INV. IN: 576.30 INV. OUT: 576.20 81 LF 15" HDPE S = 7.35% 56 566 564 562 560 558 550 548 546 544 53 6 W-9 TG:529.80 INV. OUT: 528.40 OCS-7 TG:533.63 INV. OUT: 531.00 CASCADE SEPARATOR TG:534.00 (W-1) INV. IN: 532.20 INV. OUT: 532.12 22 LF 15" HDPE S = 1.08% W-4.1 TG:558.76 INV. OUT: 555.76 538 33 LF 15" HDPE S = 0.61%17 LF 15" HDPE S = 0.60% 556 0 4 2 53 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% INV: 532.00 150 LF 15" HDPE S = 1.80% 554 552 550 548 546 544 542 54 8 53 6 53 53 17 LF 15" HDPE S = 0.60% 22 LF 15" HDPE S = 1.00% 598 2 546 22 LF 18" HDPE S = 1.00% W-MH.2 RIM:530.00 (OCS-7) INV. IN: 528.30 (W-9) INV. IN: 528.30 (W-8) INV. IN: 528.30 INV. OUT: 528.20 58 W 135 LF 15" HDPE S = 7.29% 550 W-3.1 TG:546.33 INV. OUT: 543.33 596 592 582 W-5 TG:568.67 (W-6) INV. IN: 564.18 (W-5.1) INV. IN: 565.23 INV. OUT: 564.08 548 W-2 TG:535.00 (W-3) INV. IN: 532.92 INV. OUT: 532.82 INV. OUT: 603.00 65 LF 15" HDPE S =
UT: 543.33 596 592 582 W-5 TG:568.67 (W-6) INV. IN: 564.18 (W-5.1) INV. IN: 565.23 INV. OUT: 564.08 548 W-2 TG:535.00 (W-3) INV. IN: 532.92 INV. OUT: 532.82 INV. OUT: 603.00 65 LF 15" HDPE S = 3.08% S 165 LF 15" HDPE S = 7.32% 0 59 W-4 TG:558.52 (W-5) INV. IN: 554.22 (W-4.1) INV. IN: 555.52 INV. OUT: 554.12 552 153 LF 15" HDPE S = 5.88% 584 TG:597.50 (C-2) INV. IN: 593.20 INV. OUT: 593.10 W W-3 TG:546.31 (W-4) INV. IN: 542.02 (W-3.1) INV. IN: 543.11 INV. OUT: 541.92 594 552 W-8 TG:529.80 INV. OUT: 528.40 586 140 LF 15" HDPE S = 7.50%584 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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- Sep 29, 2026
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