Engineering Plans 2

INV: 580.4 GF:597.0 596 CB-42 TG: 594.94 INV(OUT): 591.90 S 2 58 PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 9" Vriprap = 16.4 CY W 582 11 LF 15" SOLID HDPE S = 2.0 % FF:618.0 W 80 LF 36" POROUS HDPE S=0% 58 0 S W CB-41 TG:594.94 INV(OUT):591.83 w 5 LF 15" SOLID HDPE S = 2.0 % S PROPOSED IN LINE WATER VALVE 34 LF 15" SOLID HDPE S = 3.1 % 4 S W 16 LF 15" SOLID HDPE S = 4.1 % CB-74 TG:593.55 INV(OUT):590.55 S W 56 LF 36" POROUS HDPE S=0% STORM MANHOLE RIM: 594.0 (STORM MH)INV(IN):587.75 INV: 586.0 STORM MANHOLE RIM: 593.55 (CB-73)INV(IN):589.90 (CB-74)INV(IN):589.90 INV: 588.80 CB-73 TG:593.55 INV(OUT):590.55 W W 212 LF 8" SDR-35 SANITARY SEWER PVC S = 2.03% S W SAN. MANHOLE-9 RIM:592.27 INV(IN):585.2 INV(OUT):585.2 S POOL 582.5 PROPOSED HYDRANT VALVE w STORM MH RIM: 594.96 INV: 591.73 (15" IN) INV: 591.63 (15" OUT) INV: 586.0 (36") PROP. HYD #5 w 59 WETLANDS EDUCATIONAL SIGN W 19 LF 15" SOLID HDPE S = 3.42 % W 592 55 LF 15" SOLID HDPE S = 2.2 % S W CB-39 TG:591.00 (CB-40)INV(IN):586.80 INV(OUT):570.50 W ENCASE PIPE IN CEMENT UNDER WALL 568 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. W MATCHLINE SP-22 SAN. MANHOLE-10 RIM:596.54 INV(OUT):589.5 S N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 56 LF 15" SOLID HDPE S = 1.0 % MATCHLINE SP-24 PAUL W. ANDERSON W MATCHLINE SP-24 INV: 594.0 (15" IN) INV: 586.0 (36" OUT) INV: 586.0 (36" IN) W S CB-40 FF:618.0 TG: 591.0 INV(OUT): 588.0 GF:592.5 W .2 S ING D W W BUILD S W S W Anderson Consulting Services LLC PWA PWA Designed by Checked by W W W W S W BCA 574 Date 594 W W 6 SAN. PUMP #2 RIM:580.98 INV (IN): 576.00 INV(OUT):FORCEMAIN PUMP STATIONS TO BE DESIGNED AFTER INITIAL TOWN APPROVAL HAS BEEN RECEIVED 58 W W W W W W W W 582 592 582 P.S. 197 LF 8" SDR-35 SANITARY SEWER PVC S = 5.0% 590 588 568 596 568 6 6 W 58 4 58 582 56 S W W Call before you dig. Drawn by W 4 MATCHLINE SP-22 Know what's below. 586 CB-38 TG:583.15 INV(OUT):580.15 584 R 598 19 LF 15" SOLID HDPE S = 1.6% 58 582 CB-34 TG:563.45 INV(OUT):560.45 574 FT-HC 4'x8' (TYP) 570 17 LF 15" SOLID HDPE S = 1.5% 580 578 4 56 572 10 LF 15" SOLID HDPE S = 1.5% 13 LF 15" SOLID HDPE S = 3.0% 576 FT-HC 4'x8' (TYP) 572 CB-32 TG:561.30 INV(OUT):558.30 570 (CB-34)INV(IN):560.20 INV(OUT):560.10 562 STORM

580 578 4 56 572 10 LF 15" SOLID HDPE S = 1.5% 13 LF 15" SOLID HDPE S = 3.0% 576 FT-HC 4'x8' (TYP) 572 CB-32 TG:561.30 INV(OUT):558.30 570 (CB-34)INV(IN):560.20 INV(OUT):560.10 562 STORM MANHOLE RIM:561.30 (CB-31)INV(IN):558.19 (CB-32)INV(IN):558.15 (CB-33)INV(IN):557.85 INV(OUT):557.80 W 51 LF 15" SOLID HDPE PROPOSED HEADWALL S = 2.5% WITH LEVEL SPREADER D50 = 4" CB-33 V = riprap 2.52 CY TG:563.45 FT-HC 18'x8' (TYP) Proj. No. W INV: 569.5 600 W 6 SAN. MANHOLE 8 RIM:585.65 INV (IN): 580.00 INV(OUT):579.50 PRELIMINARY AND FINAL SITE PLAN W S W 602 58 INV: 570.0 S W W 562 W S W W W 604 CB-37 TG:583.15 (CB-38)INV(IN):579.86 INV(OUT):570.85 W STORM MANHOLE RIM: 574.0 INV: 569.9 57 LF 18" SOLID HDPE S = 2.6 % 5 LF 15" SOLID HDPE S = 1.57% 606 W CB-31 TG:561.30 INV(OUT):558.30 608 8 60 FT BRIDGE SPANNING WETLANDS 72 LF 15" SOLID HDPE S = 3.1% INV: 555.0 610 58 OUTLET STRUCTURE (#5) RIM: 576.0 100 YR OF: 573.3 INV(18"x6"): 572.4 INV: 570.0 W INFLOW LEVEL SPREADERS(2) D50 = 4" Vriprap = 7.48 CY 0 12 LF 15" SOLID HDPE S = 2.9% 1 LF 15" SOLID HDPE S = 2.9% 564 D AFTER INITIAL TOWN L HAS BEEN RECEIVED 59 564 612 203 LF 8" SDR-35 SANITARY SEWER PVC S = 3.46% INV: 570.0 AS SHOWN W 566 Scale 614 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W 566 616 SP-23 SHEET 23 OF 66