WEH Full Civil Set Submission 2 7 1 24

61 W 608 W 600 W 606 60 8FT DRYWELL MH RIM: 603.0 INV: 599.5 606 FF:618.0 GF:607.0 W 4 D-12 TG:609.00 INV. OUT: 606.00 W 2 606 23 LF 8" SCH 40 PVC S = 0.5 % W 60 W A-INLET (TYP) TG: 601.0 INV: 599.0 FT-HC 4'x6' (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 % C.O. INV: 599.0 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 W 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 D-10 TG:603.50 (D-11) INV. IN: 597.40 (D-9) INV. IN: 597.40 INV. OUT: 597.30 W W STRUCTURE - (368) TG:598.40 (D-10) INV. IN: 594.40 INV. OUT: 594.30 608 ILD BU W ING 24 LF 15" HDPE S = 5.32% 8 W 59 D.1 W OUTLET STRUCTURE (#11) RIM: 597.0 INV: 590.00 (6" OUT) INV: 590.00 (12" IN) 110 LF 15" HDPE S = 2.65% Anderson Consulting Services LLC W 610 0 107 LF 15" HDPE S = 1.03% 17 LF 12" POROUS HDPE S=0% W STORM MH RIM: 597.0 INV: 590.0 (12" OUT) INV: 590.0 (12" IN) W STORM MH RIM: 597.0 INV: 589.25 (IN) INV: 582.0 (OUT) D-9 TG:601.50 INV. OUT: 598.50 S S 59 4 S 213 LF 8" SDR-35 PVC S = 2.00% W S B-INLET (D-14) TG:593.00 INV. OUT: 590.00 W S W 2" 1' 3" PROPOSED IN LINE WATER VALVE PWA PWA Designed by Checked by PRELIMINARY AND FINAL SITE PLAN 3' 0" 11' 0" 14' 0" PROPOSED HYDRANT VALVE W W ROAD D WALL DETAIL R MATCHLINE SP-23 B-INLET (D-13) TG:593.00 PROP. HYD #5 w w 6' 0" 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 #5 TOP & BOTTOM 12" ON CENTER 6" CLEAN STONE BELOW B-INLET (CB-41) TG:594.94 INV(OUT):590.05 W #5 12" ON CENTER 56 LF 12" POROUS HDPE S=0% SCALE: NTS W #5 FRONT & BACK 15" ON CENTER MIN OVERLAP OF 24" MODULAR BLOCK WALL (4FT MAX) 5 LF 15" SOLID HDPE S = 1.0 % STORM MH RIM: 594.96 INV: 590.0 (15" IN) INV: 590.0 (15" OUT) INV: 590.0 (12") #5 TOP & BOTTOM 15" ON CENTER B-INLET (CB-42) TG: 594.94 INV(OUT): 590.05 S 2 80 LF 12" POROUS HDPE S=0% WETLANDS EDUCATIONAL SIGN STRATAGRID 200 4.0 FT 596 58 PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 6" Vriprap =

ENTER B-INLET (CB-42) TG: 594.94 INV(OUT): 590.05 S 2 80 LF 12" POROUS HDPE S=0% WETLANDS EDUCATIONAL SIGN STRATAGRID 200 4.0 FT 596 58 PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 6" Vriprap = 3.11 CY FF:618.0 GF:597.0 W 582 Proj. No. 11 LF 15" SOLID HDPE S = 1.0 % FF:618.0 INV: 580.4 BCA W S Date SAN-MH 11 RIM:596.54 INV. OUT: 581.69 Drawn by W 56 LF 15" SOLID HDPE S = 1.0 % AS SHOWN MATCHLINE W W 60 Scale 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% MATCHLINE SP-23 SAN-MH 10 RIM:592.27 SP-24 SCALE: NTS Know what's below. Call before you dig. SHEET 24 OF 60