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Docusign Envelope ID: 25C8EA16-B6C8-4E08-848F-6BB276A3D02B 61 W 608 W 600 W 60 D-12 TG:609.00 INV. OUT: 606.00 8FT DRYWELL MH RIM: 603.0 6" ORIFICE: 597.75 INV: 596.0 606 FF:618.0 GF:607.0 W 4 W C.O. INV: 599.0 606 W 2 606 23 LF 8" SCH 40 PVC S = 0.5 % W 60 W A-INLET (TYP) TG: 601.0 INV: 599.0 POA-3--FT-2 (TYP) W CONNECT TO EXISTING INLET INV: 598.0 6 LF 8" SCH 40 PVC A-INLET (TYP) TG: 601.0 INV: 599.0 26 LF 4" SCH 40 PVC S = 3.8 % POA-3--FT-1 (TYP) W MH RIM: 601.0 INV: 598.8 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 W 610 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 2 PAUL W. ANDERSON W MATCHLINE 126 LF 15" HDPE S = 4.36% 60 4 6 60 18 LF 4" SCH 40 PVC S = 0.3 % W ESS W Y ACC W GENC EMER 8 60 W W 0 61 D-11 TG:603.50 (D-12) INV. IN: 600.50 INV. OUT: 600.40 W 60 2 W W 612 W W W ING 24 LF 15" HDPE S = 5.32% ILD CASCADE SEPARATOR MTD-36 W PROPOSED SURFACE STORM MH RIM: 597.0 INV: 590.0 (12" OUT) INV: 590.0 (12" IN) W 12" 17 LF 12" POROUS HDPE S=0% STORM MH RIM: 597.0 INV: 589.25 (IN) INV: 582.0 (OUT) 3 #4 @ 10" 3" 107 LF 15" HDPE S = 1.03% W 4000 PSI CONCRETE 8 110 LF 15" HDPE S = 2.65% W #4 @ 12" 59 D.1 W 10" OUTLET STRUCTURE (#11) RIM: 597.0 T' WEIR: 590.10 INV: 590.00 (15" OUT) INV: 590.00 (12" IN) D-9 TG:601.50 INV. OUT: 598.50 3" INV: 578.5 3' 0" #5 TOP & BOTTOM 15" ON CENTER MODULAR BLOCK WALL (4FT MAX) SCALE: NTS 6" CLEAN STONE BELOW ROAD D WALL DETAIL SCALE: NTS R Know what's below. Call before you dig. S 4 59 B-INLET (D-13) MATCHLINE SP-23 BCA PWA PWA Designed by Checked by W 6' 0" B-INLET (D-14) TG:593.00 INV. OUT: 590.00 W 2" 1' 3" #5 TOP & BOTTOM 12" ON CENTER 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 S MIN OVERLAP OF 24" S #5 12" ON CENTER 213 LF 8" SDR-35 PVC S = 2.00% W 56 LF 12" POROUS HDPE S=0% PROPOSED IN LINE WATER VALVE S 11' 0" 14' 0" #5 FRONT & BACK 15" ON CENTER PROPOSED HYDRANT VALVE W STORM MH RIM: 594.96 INV: 590.0 (15" IN) INV: 590.0 (15" OUT) INV: 590.0 (12") PROP. HYD #5 w w STRATAGRID 200 4.0 FT 5 LF 15" SOLID HDPE S = 1.0 % w WETLANDS EDUCATIONAL SIGN S W B-INLET (CB-41) TG:594.94 INV(OUT):590.05 PRELIMINARY AND FINAL SITE PLAN 80 LF 12" POROUS HDPE S=0% B-INLET (CB-42) TG: 594.94 INV(OUT):

" SOLID HDPE S = 1.0 % w WETLANDS EDUCATIONAL SIGN S W B-INLET (CB-41) TG:594.94 INV(OUT):590.05 PRELIMINARY AND FINAL SITE PLAN 80 LF 12" POROUS HDPE S=0% B-INLET (CB-42) TG: 594.94 INV(OUT): 590.05 W BASIN 2 EMBANKMENT WALL SCALE: NTS Date FF:618.0 GF:597.0 S 596 Proj. No. 11 LF 15" SOLID HDPE S = 1.0 % FF:618.0 W PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 6" Vriprap = 3.11 CY COMPACTED DGA S W 175 LF 15" SOLID HDPE S = 1.0 % #4 @ 12" 537.0 SAN-MH 11 RIM:596.54 INV. OUT: 581.69 Drawn by W 540.0 AS SHOWN W BU #4 @ 18" 546.0 D-10 TG:603.50 (D-11) INV. IN: 597.40 (D-9) INV. IN: 597.40 INV. OUT: 597.30 W W 608 547.0 STRUCTURE - (368) TG:598.40 (D-10) INV. IN: 594.40 INV. OUT: 594.30 Scale MATCHLINE 610 W W 60 0 Anderson Consulting Services LLC 2 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W 61 99 LF 15" HDPE S = 3.04% SAN-MH 10 MATCHLINE SP-23 SP-24 SHEET 24 OF 60