WEH Full Civil Set Submission 2 7 1 24

MATCHLINE SP-22 11 LF 15" SOLID HDPE INV: 580.4 W 582 S = 1.0 % FF:618.0 GF:597.0 B-INLET (CB-42) TG: 594.94 INV(OUT): 590.05 S 596 2 58 PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 6" Vriprap = 3.11 CY 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 % PROP. HYD #5 PROPOSED HYDRANT VALVE S w STORM MH RIM: 594.96 INV: 590.0 (15" IN) INV: 590.0 (15" OUT) INV: 590.0 (12") w PROPOSED IN LINE WATER VALVE W S 56 LF 12" POROUS HDPE S=0% W W S W W 6 58 B-INLET (D-14) TG:593.00 INV. OUT: 590.00 S 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 586.2 213 LF 8" SDR-35 PVC S = 2.00% 59 4 WETLANDS EDUCATIONAL SIGN SAN-MH 10 RIM:592.27 INV. IN: 577.43 INV. OUT: 577.33 S B-INLET (D-13) TG:593.00 INV. OUT: 590.00 W 8 56 59 2 S 56 FF:618.0 B-INLET (D-7) TG:589.50 GF:594.0 INV. OUT: 586.50 W 2 W STONE RIP RAP # B10-2 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" S 203 LF 8" SDR-35 PVC S = 1.99% S 56 6 57 0 W W W W W W 4 W W W W W W 0 58 2 0 58 57 57 8 57 6 592 57 W PWA AS SHOWN Anderson Consulting Services LLC Checked by W W PWA W W W 0 578 0 8 56 P.S. 124 LF 8" SDR-35 PVC S = 0.52% PUMP STATION-MH1 RIM:570.66 INV. IN: 562.90 INV. IN: 563.00 Designed by W 594 58 S 0 584 586 B-INLET (D-2) TG:573.75 (D-1) INV. IN: 570.75 INV. OUT: 570.65 BCA W S S S Date 42 LF 15" HDPE S = 1.00% S 596 4 57 57 S 6 Call before you dig. SAN-MH2 RIM:566.09 INV. IN: 563.65 INV. OUT: 563.55 56 Know what's below. S 2 57 S 8 MATCHLINE SP-22 R 8 57 S 6 S 56 B-INLET (D-18) TG:565.52 INV:562.80 S 57 57 4 0 57 56 6 580 6 57 2 S W S 57 568 16 LF 12" POROUS HDPE S = 0% INV: 562.8 B-INLET (D-17) TG:565.52 INV(OUT):562.80 566 SAN-MH3 RIM:566.76 INV. IN: 564.90 INV. OUT: 564.80 115 LF 15" SOLID HDPE S = 3.1% INV: 562.0 S CASCADE 5 SEPARATOR76 CS-5 (TYP) W 114 LF 8" SDR-35 PVC S = 1.01% Drawn by W D-4 TG:580.00 (D-3) INV. IN: 576.58 INV. OUT: 576.48 S 26 LF 15" HDPE S = 0.87% HEADWALL WITH STONE RIP RAP # B10 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" INV: 572.00 Scale .2 ING D LGF:582.0 582 Proj. No. W SAN-MH 9 RIM:580.94 INV. IN: 573.29 INV. OUT: 573.19 584 23 LF 15" HDPE S =

RIP RAP # B10 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" INV: 572.00 Scale .2 ING D LGF:582.0 582 Proj. No. W SAN-MH 9 RIM:580.94 INV. IN: 573.29 INV. OUT: 573.19 584 23 LF 15" HDPE S = 1.08% B-INLET (D-1) TG:573.75 INV. OUT: 571.00 175 LF 8" SDR-35 PVC S = 5.81% 88 59 5 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 W W W 60 LF 15" HDPE S = 1.00% W S OCS-10 TG:576.15 INV. OUT: 573.75 60 LF 15" HDPE S = 6.06% MANHOLE (D-MH.1) TG:575.00 (OCS-10) INV. IN: 570.50 (D-2) INV. IN: 570.40 S W W 586 W S 568 INV: 576.00 BUILD W 570 W S 60 FT BRIDGE SPANNING WETLANDS 5 LF 15" HDPE S = 1.05% 2'x3' SCOUR HOLE D50 = 6" HW INV: 555.00 26 LF 12" DIP S = 1.0% OUTLET STRUCTURE (#9) TG: 568.2 (100 YR OVERFLOW): 565.45 (4"x40" WEIR): 564.9 3" ORIFICE: 563.0 INV(12" IN): 562.8 INV (12" OUT): 555.25 588 S W S 196 LF 8" SDR-35 PVC S = 2.00% 17 LF 15" HDPE S = 1.16% CASCADE SEPARATOR CS-5 (TYP) 58 LF 15" HDPE S = 1.03% W 572 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com S W W W S INV: 576.00 STONE RIP RAP # B10-1 - SEE TABLE ON SP-28 FOR MORE INFORMATION D50 = 6" S W W W 0 59 B-INLET (D-6) TG:580.29 (D-5) INV. IN: 575.15 INV. OUT: 576.13 S 5 74 S 57 4 57 6 B-INLET (D-8) TG:589.50 (D-7) INV. IN: 585.90 INV. OUT: 576.20 ENCASE PIPE IN CEMENT UNDER WALL SAN-MH4 RIM:574.63 INV. IN: 568.93 INV. OUT: 568.83 4 56 W 57 2 19 LF 15" SOLID HDPE S = 3.42 % 6 57 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 W S PAUL W. ANDERSON 56 LF 15" SOLID HDPE S = 1.0 % SAN-MH 11 RIM:596.54 INV. OUT: 581.69 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. MATCHLINE SP-24 W MATCHLINE SP-24 FT-HC 4'x6' (TYP) SP-23 SHEET 23 OF 60