Supporting Documentation · Nov 10, 2024
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52ed7b4c896b62f50a139914d76f8db3c5de628d707811572731cacff1a21cbaIndexed text · page 23
Show all pagesDocusign Envelope ID: 25C8EA16-B6C8-4E08-848F-6BB276A3D02B STORM MH RIM: 597.0 INV: 590.0 (12" OUT) INV: 590.0 (12" IN) 11 LF 15" SOLID HDPE S = 1.0 % FF:618.0 FF:618.0 GF:597.0 W PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 6" Vriprap = 3.11 CY B-INLET (CB-42) TG: 594.94 INV(OUT): 590.05 S 596 W 80 LF 12" POROUS HDPE S=0% S W B-INLET (CB-41) TG:594.94 INV(OUT):590.05 w 5 LF 15" SOLID HDPE S = 1.0 % S W 59 4 S S S W 2 59 57 8 57 4 568 W W 57 S W W 4 W W 594 58 0 S 578 W W 0 57 W W 6 W W W W 57 57 8 57 8 6 56 56 P.S. 592 S 4 S 57 S 8 SAN-MH2 RIM:566.09 INV. IN: 563.65 INV. OUT: 563.55 56 S 2 57 S 58 2 58 0 PUMP STATION-MH1 RIM:570.66 INV. IN: 562.90 INV. IN: 563.00 0 584 124 LF 8" SDR-35 PVC S = 0.52% 586 B-INLET (D-2) TG:573.75 INV. IN: 570.75 INV. OUT: 570.65 23 LF 15" HDPE S = 1.08% B-INLET (D-1) TG:573.75 INV. OUT: 571.00 FILTERRA MTD-4 Anderson Consulting Services LLC BCA PWA PWA Drawn by Designed by Checked by AS SHOWN G D.2 596 0 S Date W S 42 LF 15" HDPE S = 1.00% S 57 S 6 57 56 6 Proj. No. W W S S 6 W W W 580 W W S W 57 57 2 S 6 W W W D-4 TG:580.00 (D-3) INV. IN: 576.58 INV. OUT: 576.48 W 57 FILTERRA MTD-3 STORM MANHOLE RIM: 569.0 INV:565.0 116 LF 15" HDPE S = 6.1 % 566 B-INLET (D-18) TG:565.52 INV:562.80 B-INLET (D-17) TG:565.52 INV(OUT):562.80 LGF:582.0 582 84 LF 15" HDPE S = 3.75 % 73 LF 15" HDPE S = 7.85 % SAN-MH 9 RIM:580.94 INV. IN: 573.29 INV. OUT: 573.19 584 W S MATCHLINE SP-22 16 LF 12" POROUS HDPE S = 0% INV: 562.8 STORM MANHOLE RIM: 565.8 INV:558.0 BUILD IN W CASCADE SEPARATOR MTD-2 S S S W W 5 LF 15" HDPE S = 1.05% 114 LF 8" SDR-35 PVC S = 1.01% SAN-MH3 RIM:566.76 INV. IN: 564.90 INV. OUT: 564.80 115 LF 15" SOLID HDPE S = 3.1% INV: 562.0 60 LF 15" HDPE S = 1.00% W S 119 LF 15" HDPE S = 1.7 % 586 W S 568 OCS-10 TG:577.50 42"x12" OPENING: 576.25 INV. OUT: 573.75 W 570 W S 60 FT BRIDGE SPANNING WETLANDS INV: 576.00 2'x3' SCOUR HOLE D50 = 6" HW INV: 555.00 26 LF 12" DIP S = 1.0% OUTLET STRUCTURE (#9) TG: 568.2 4' WEIR: 564.0 3" ORIFICE: 563.0 INV(12" IN): 562.8 INV(15" IN): 556.0 INV (12" OUT): 555.25 588 Scale S W W W S 196 LF 8" SDR-35 PVC S = 2.00% 17 LF 15" HDPE S = 1.16% CASCADE SEPARATOR MTD-1 58 LF 15" HDPE S = 1.03% 0 W W W S INV: 576.00 STONE RIP RAP # B10-1 - SEE
T): 555.25 588 Scale S W W W S 196 LF 8" SDR-35 PVC S = 2.00% 17 LF 15" HDPE S = 1.16% CASCADE SEPARATOR MTD-1 58 LF 15" HDPE S = 1.03% 0 W W W S INV: 576.00 STONE RIP RAP # B10-1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com S CASCADE SEPARATOR MTD-35 0 175 LF 8" SDR-35 PVC S = 5.81% 8 59 58 50 LF 8" SDR-35 PVC S = 1.38% 62 LF 15" HDPE S = 1.01% B-INLET (D-5) TG:580.22 (D-4) INV. IN: 575.85 INV. OUT: 575.75 B-INLET (D-3) TG:580.00 INV. OUT: 577.00 PRELIMINARY AND FINAL SITE PLAN 56 W FF:618.0 B-INLET (D-7) TG:589.50 GF:594.0 INV. OUT: 586.50 59 B-INLET (D-6) TG:580.29 (D-5) INV. IN: 575.15 INV. OUT: 576.13 572 Call before you dig. 203 LF 8" SDR-35 PVC S = 1.99% W SAN-MH4 RIM:574.63 INV. IN: 568.93 INV. OUT: 568.83 2 S B-INLET (D-8) TG:589.50 (D-7) INV. IN: 585.90 INV. OUT: 576.20 ENCASE PIPE IN CEMENT UNDER WALL STONE RIP RAP # B10-2 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" S 56 6 56 8 0 57 2 57 4 57 6 W 57 W CASCADE SEPARATOR MTD-34 S 4 57 Know what's below. SAN-MH 10 RIM:592.27 INV. IN: 577.43 INV. OUT: 577.33 19 LF 15" SOLID HDPE S = 3.42 % S R MATCHLINE SP-24 W B-INLET (D-13) TG:593.00 INV. OUT: 590.00 4 56 5 B-INLET (D-14) TG:593.00 INV. OUT: 590.00 W MATCHLINE SP-24 213 LF 8" SDR-35 PVC S = 2.00% W STORM MANHOLE RIM: 594.0 (STORM MH)INV(IN):590.0 INV: 590.0 STORM MANHOLE RIM: 593.55 (CB-73)INV(IN):590.10 (CB-74)INV(IN):590.10 INV: 590.20 POOL 586.2 76 PROPOSED HYDRANT VALVE PROPOSED IN LINE WATER VALVE 56 LF 12" POROUS HDPE S=0% 6 PROP. HYD #5 w w STORM MH RIM: 594.96 INV: 590.0 (15" IN) INV: 590.0 (15" OUT) INV: 590.0 (12") SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. S W 175 LF 15" SOLID HDPE S = 1.0 % SAN-MH 11 RIM:596.54 INV. OUT: 581.69 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 W MATCHLINE SP-22 INV: 578.5 WETLANDS EDUCATIONAL SIGN 58 D-9 TG:601.50 INV. OUT: 598.50 PAUL W. ANDERSON W STORM MH RIM: 597.0 INV: 589.25 (IN) INV: 582.0 (OUT) SP-23 SHEET 23 OF 60
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