WEH Full Civil Set Submission 2 5 13 24 SITE PLANS

W W W W W S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED D L No. 33410 . A N DE W R 606 W W 608 606 W W 19 LF 6" SCH 40 PVC S = 2.6 % CONNECT TO EXISTING B-INLET IN CURB INV: 594.5 W 61 0 W 607.0 + 61 2 + 608.0 + 602 600 606 608 W 610 612 W w W 576 578 580 582 584 W 59 W W 610 608 610.0 + E-INLET TG: 603.80 INV(OUT): 602.06 606 62 LF 15" SOLID HDPE S = 3.0 % 604 612.50 582 0 58 6 58 2 584 58 8 W 58 W 6 W W W W W 0 59 592 594 + 596 FF:618.0 GF:592.5 + 595.1 E-INLET TG: 604.10 INV(IN): 600.20 INV(OUT): 600.15 W w W N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 FE PR O 60 4 + CB-42 TG: 594.94 INV(OUT): 591.90 212 LF 8" SDR-35 SANITARY SEWER PVC S = 2.36% S W 574 W W 60 2 105 LF 15" SOLID HDPE S = 3.0 % 604.0 SAN. MANHOLE-10 RIM:596.54 INV(OUT):589.5 Y SE ON TW:606.0 BW:606.0 606 0 600.5 + 591.5 SAN. MANHOLE 9 RIM:592.27 INV (IN): 584.50 INV(OUT):584.45 FF:618.0 GF:597.0 586 16 LF 15" SOLID HDPE S = 4.1 % 11 LF 15" SOLID HDPE S = 2.0% FF:618.0 GF:606.0 596.8 + 587.0 + 34 LF 15" SOLID HDPE S = 3.1 % 55 LF 15" SOLID HDPE S = 2.2 % TW:606.0 BW:603.0 60 W TW:602.0 BW:600.0 W TW:600.0 BW:597.0 W 572 W TW:598.5 BW:593.0 S 4 CB-74 TG:593.55 INV(OUT):590.55 CB-44 TG: 599.90 INV(IN): 597.00 INV(OUT): 596.90 STORM MH RIM: 597.0 INV: 594.0 (15" IN) INV: 586.0 (36" OUT) INV: 586.0 (36" IN) 59 CB-41 TG:594.94 INV(OUT):591.83 19 LF 15" SOLID HDPE S = 1.7 % 59 8 TW:596.5 BW:590.5 17 LF 36" POROUS HDPE S=0% S S CB-40 TG: 591.0 INV(OUT): 588.0 2 6 59 2 S w TW:592.0 BW:588.5 59 TW:588.0 BW:584.0 S 588 SAN. MANHOLE 8 RIM:585.65 INV (IN): 580.00 INV(OUT):579.50 TW:595.0 BW:589.0 571.00 TW:574.0 BW:571.0 + S S TW:592.0 BW:586.0 S 56 LF 36" POROUS HDPE S=0% 1 LF 15" SOLID HDPE S = 2.9% TW:590.0 BW:586.0 TW:588.0 BW:584.0 100 LF 8" SDR-35 SANITARY SEWER PVC S = 3.50% S TW:586.5 BW:580.5 TW:594.5 BW:587.5 571.00 12 LF 15" SOLID HDPE S = 2.9% STORM MH RIM: 594.96 INV: 591.73 (15" IN) INV: 591.63 (15" IN) INV: 586.0 (36") TW:588.0 BW:582.0 + 19 LF 15" SOLID HDPE S = 3.42 % TW:586.0 BW:583.0 586 CB-38 TG:583.15 INV(OUT):580.15 58 13 LF 15" SOLID HDPE S = 3.0% 5 LF 15" SOLID HDPE S = 2.0 % CB-43 TG: 599.90 (CB-44)INV(IN): 596.58 INV(OUT): 596.50 TW:590.0 BW:584.0 571.00 INV: 570.0 INV:

CB-38 TG:583.15 INV(OUT):580.15 58 13 LF 15" SOLID HDPE S = 3.0% 5 LF 15" SOLID HDPE S = 2.0 % CB-43 TG: 599.90 (CB-44)INV(IN): 596.58 INV(OUT): 596.50 TW:590.0 BW:584.0 571.00 INV: 570.0 INV: 570.0 S 580.2 + + 582 19 LF 15" SOLID HDPE S = 1.6% 584 SAN. PUMP #2 RIM:580.98 INV (IN): 576.00 INV(OUT):FORCEMAIN 80 LF 36" POROUS HDPE S=0% INFLOW LEVEL SPREADER 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 STORM MANHOLE RIM: 594.0 (STORM MH)INV(IN):587.75 INV: 586.0 ENCASE PIPE IN CEMENT UNDER WALL 58 0 INFLOW LEVEL SPREADER CB-39 TG:591.00 (CB-40)INV(IN):586.80 INV(OUT):570.50 W 572 4 580.2 + 57 INV: 580.4 W 570 CB-37 TG:583.15 (CB-38)INV(IN):579.86 INV(OUT):570.85 STORM MH RIM: 597.0 INV: 589.25 (IN) INV: 582.0 (OUT) OUTLET STRUCTURE (#4) RIM: 597.0 100 YR OF: 591.8 INV: 589.95 (6" OUT) INV: 586.00 (36" IN) 123 LF 15" SOLID HDPE S = 2.0 % PROPOSED HEADWALL WITH LEVEL SPREADER 2 570 W 56 LF 15" SOLID HDPE S = 1.0 % STORM MANHOLE RIM: 574.0 INV: 569.9 OUTLET STRUCTURE (#5) RIM: 576.0 100 YR OF: 573.0 INV(18"x6"): 572.4 INV: 570.0 S PAUL W. ANDERSON INV: 569.5 568 58 W 57 LF 18" SOLID HDPE S = 2.6 % STA T PROPOSED HEADWALL WITH LEVEL SPREADER PAU L 8 IN EER 56 A-INLET TG: 600.5 INV(IN): 599.25 (6" SCH 40 PVC) INV(OUT): 595.0 598 600 PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 602 Anderson Consulting Services LLC 614 612 610 608 606 604 200 LF 8" SDR-35 SANITARY SEWER PVC S = 2.25% PROFILE - ROAD "D" SCALE: 1"= 50' HORIZ. 1"= 5' VERT. R Know what's below. Callbefore you dig. SP-49 SHEET 49 OF 66