WEH Full Civil Set Submission 2 5 13 24 SITE PLANS

+ S S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED D L No. 33410 S CB-38 TG:583.15 INV(OUT):580.15 582 584 586 100 LF 8" SDR-35 588 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 574 568 W W 568 + 595.1 596 594 592 56 6 586 590 56 4 . A N DE W R S 598 W FE PR O 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W 600 6 58 8 FT-HC 4'x8' (TYP) CB-34 TG:564.50 INV(OUT):560.45 S 582 55 17 LF 15" SOLID HDPE S = 1.5% 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 + 19 LF 15" SOLID HDPE S = 1.6% 4 58 10 LF 15" SOLID HDPE S = 1.5% 582 0 56 580 576 FT-HC 4'x8' (TYP) 574 562 578 CB-32 TG:564.50 INV(OUT):558.30 572 564 56 4 570 CB-33 TG:564.50 (CB-34)INV(IN):560.20 INV(OUT):560.10 570 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):557.80 587.0 W FT-HC 18'x8' (TYP) PROPOSED HEADWALL WITH LEVEL SPREADER 2 58 51 LF 15" SOLID HDPE S = 2.5% 562 566 56 6 INV: 569.5 572 W 568 + 571.00 4 58 W 137 LF 8" SDR-35 SANITARY SEWER PVC S = 0.37% W 5 LF 15" SOLID HDPE S = 1.57% SAN. MANHOLE 4 RIM:572.16 INV (IN): 567.50 INV(OUT):567.00 8 56 STORM MANHOLE RIM: 574.0 INV: 569.9 57 LF 18" SOLID HDPE S = 2.6 % CB-31 TG:564.5 INV(OUT):558.30 570 0 TW:586.0 BW:583.0 W 57 8 6 + 570.38 72 LF 15" SOLID HDPE S = 3.1% INV: 555.0 60 FT BRIDGE SPANNING WETLANDS 58 INV: 570.0 58 W SAN. PUMP#1 RIM:571.50 INV (IN): 566.50 INV(OUT):FORCEMAIN 562 W + TC: 571.22 BC: 570.72 TW:588.0 BW:584.0 N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 W TC: 571.12 BC: 570.62 604 S W 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 W W 608 55 LF 15" SOLID HDPE S = 2.2 % PAUL W. ANDERSON 566 PROPOSED BRIDGE TO BE DESIGNED TO CURRENT BRIDGE DESIGN STANDARDS PRIOR TO CONSTRUCTION + TC: 571.85 BC: 571.35 140 LF 18" HDPE S = 1.0

W 608 55 LF 15" SOLID HDPE S = 2.2 % PAUL W. ANDERSON 566 PROPOSED BRIDGE TO BE DESIGNED TO CURRENT BRIDGE DESIGN STANDARDS PRIOR TO CONSTRUCTION + TC: 571.85 BC: 571.35 140 LF 18" HDPE S = 1.0 % S 568 57 2 58 2 574 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 W S 571.37 + 0 602 CB-20 RIM:572.50 W INV(IN):569.18 INV(OUT):569.15 INFLOW LEVEL SPREADER 566 610 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 S W S + 571.82 12 LF 15" SOLID HDPE S = 2.9% W TC: 572.7 BC: 572.2 W 572 W W + w W W TW: 577.2 BW: 573.2 w 612 CB-40 TG: 591.0 INV(OUT): 588.0 STA TW: 576.0 BW: 572.3 614 INV: 570.0 W w W S W TW: 578.0 BW: 573.5 1 LF 15" SOLID HDPE S = 2.9% TW:570.0 BW:570.0 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):569.40 616 GF:592.5 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