Engineering Plans 2

574 582 584 S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED D L No. 33410 . A N DE W R 100 LF 8" SDR-35 SANITARY SEWER PVC S = 3.50% W W W BCA PWA PWA Drawn by Designed by Checked by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. AS SHOWN W W W Anderson Consulting Services LLC SAN. PUMP #2 RIM:580.98 INV (IN): 576.00 INV(OUT):FORCEMAIN Scale 568 W W 568 594 58 6 56 6 FE PR O 592 590 19 LF 15" SOLID HDPE S = 1.6% 588 56 4 S W S 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 562 W S 598 W 600 200 LF 8" SDR-35 SANITARY SEWER PVC S = 2.25% SAN. MANHOLE 8 RIM:585.65 INV (IN): 580.00 INV(OUT):579.50 Y SE ON 596 586 6 58 8 CB-38 TG:583.15 INV(OUT):580.15 582 55 FT-HC 4'x8' (TYP) CB-34 TG:564.50 INV(OUT):560.45 4 58 0 56 17 LF 15" SOLID HDPE S = 1.5% 582 562 580 576 10 LF 15" SOLID HDPE S = 1.5% 574 FT-HC 4'x8' (TYP) 572 564 56 4 578 CB-32 TG:564.50 INV(OUT):558.30 W CB-33 TG:564.50 (CB-34)INV(IN):560.20 INV(OUT):560.10 570 566 56 6 STORM MANHOLE RIM:565.00 (CB-31)INV(IN):558.19 (CB-32)INV(IN):558.15 (CB-33)INV(IN):557.85 INV(OUT):557.80 PROPOSED HEADWALL WITH LEVEL SPREADER 572 FT-HC 18'x8' (TYP) 2 58 51 LF 15" SOLID HDPE S = 2.5% 570 568 INV: 569.5 562 8 56 + 571.00 4 58 W W SAN. MANHOLE 4 RIM:572.16 INV (IN): 567.50 INV(OUT):567.00 137 LF 8" SDR-35 SANITARY SEWER PVC S = 0.37% W 5 LF 15" SOLID HDPE S = 1.57% 570 0 STORM MANHOLE RIM: 574.0 INV: 569.9 57 LF 18" SOLID HDPE S = 2.6 % CB-31 TG:564.5 INV(OUT):558.30 W 57 60 FT BRIDGE SPANNING WETLANDS TW:586.0 BW:583.0 6 + 570.38 72 LF 15" SOLID HDPE S = 3.1% INV: 555.0 8 58 W SAN. PUMP#1 RIM:571.50 INV (IN): 566.50 INV(OUT):FORCEMAIN 58 INV: 570.0 N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 W + TC: 571.22 BC: 570.72 TW:588.0 BW:584.0 S W TC: 571.12 BC: 570.62 604 PAUL W. ANDERSON 566 W + TW:590.0 BW:586.0 13 LF 15" SOLID HDPE S = 3.0% OUTLET STRUCTURE (#5) RIM: 576.0 100 YR OF: 573.0 INV(18"x6"): 572.4 INV: 570.0 + 571.05 606 55 LF 15" SOLID HDPE S = 2.2 % W W 608 0 S 57 2 574 58 2 + TC: 571.85 BC: 571.35 140 LF 18" HDPE S = 1.0 % S 568 PROPOSED BRIDGE TO BE DESIGNED TO CURRENT BRIDGE DESIGN STANDARDS PRIOR TO CONSTRUCTION W 57 4 570 564 W TC: 571.8 BC:

7 2 574 58 2 + TC: 571.85 BC: 571.35 140 LF 18" HDPE S = 1.0 % S 568 PROPOSED BRIDGE TO BE DESIGNED TO CURRENT BRIDGE DESIGN STANDARDS PRIOR TO CONSTRUCTION W 57 4 570 564 W TC: 571.8 BC: 571.3 W + CB-37 TG:583.15 (CB-38)INV(IN):579.86 INV(OUT):570.85 W 564 610 602 CB-20 RIM:572.50 W INV(IN):569.18 INV(OUT):569.15 S 571.37 + CB-40 TG: 591.0 INV(OUT): 588.0 W S INFLOW LEVEL SPREADER 566 W + 571.82 S W S 59 ENCASE PIPE IN CEMENT UNDER WALL + 571.00 CB-39 TG:591.00 (CB-40)INV(IN):586.80 INV(OUT):570.50 W TC: 572.7 BC: 572.2 12 LF 15" SOLID HDPE S = 2.9% W 572 W W + w 612 W W TW: 577.2 BW: 573.2 w INV: 570.0 STA TW: 576.0 BW: 572.3 614 W w W S TW:570.0 BW:570.0 W TW: 578.0 BW: 573.5 GF:592.5 1 LF 15" SOLID HDPE S = 2.9% W W TW: 575.0 BW: 571.0 PAU T L TW: 582.0 BW: 576.0 W 17 LF 18" HDPE 582.0 S = 1.1 % CB-19 TW: BW: 577.5 TG:572.50 INV(IN):569.50 + INV(OUT):569.40 IN EER W 58 4 BW:586.0 PROFILE - ROAD "D" R Know what's below. Callbefore you dig. SCALE: 1"= 50' HORIZ. 1"= 5' VERT. SP-48 SHEET 48 OF 66