Engineering Plans 2

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 N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 S FE PR O W W 60 4 606 W W W 606 + 608 606.7 19 LF 6" SCH 40 PVC S = 2.6 % CONNECT TO EXISTING B-INLET IN CURB INV: 594.5 W 61 0 105 LF 15" SOLID HDPE S = 3.0 % + 61 2 + 602 600 W W W A-INLET TG: 600.5 INV(IN): 599.25 (6" SCH 40 PVC) INV(OUT): 595.0 582 584 582 2 W 0 58 6 4 58 58 8 W 58 W 6 W W W W W 8 58 59 0 592 594 596 598 600 BCA PWA PWA Drawn by Designed by Checked by Date Anderson Consulting Services LLC 602 Proj. No. AS SHOWN 580 PRELIMINARY AND FINAL SITE PLAN Scale 576 58 616 614 612 610 608 606 604 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 574 578 59 W W E-INLET TG: 603.80 INV(OUT): 602.06 606 62 LF 15" SOLID HDPE S = 3.0 % 608 E-INLET TG: 604.10 INV(IN): 600.20 INV(OUT): 600.15 610 612 FF:618.0 GF:592.5 212 LF 8" SDR-35 SANITARY SEWER PVC S = 2.36% 604 612.50 CB-42 TG: 594.94 INV(OUT): 591.90 W w w SAN. MANHOLE-10 RIM:596.54 INV(OUT):589.5 607.0 11 LF 15" SOLID HDPE S = 2.0% CB-44 TG: 599.90 INV(IN): 597.00 INV(OUT): 596.90 W W W 572 W W W W Y SE ON TW:606.0 BW:606.0 60 2 SAN. MANHOLE 9 RIM:592.27 INV (IN): 584.50 INV(OUT):584.45 606 0 FF:618.0 GF:606.0 55 LF 15" SOLID HDPE S = 2.2 % FF:618.0 GF:597.0 586 CB-74 TG:593.55 INV(OUT):590.55 TW:606.0 BW:603.0 60 W TW:602.0 BW:600.0 W TW:600.0 BW:597.0 S CB-41 TG:594.94 INV(OUT):591.83 34 LF 15" SOLID HDPE S = 3.1 % 19 LF 15" SOLID HDPE S = 1.7 % 59 8 TW:596.5 BW:590.5 6 58 2 6 59 2 4 16 LF 15" SOLID HDPE S = 4.1 % 200 LF 8" SDR-35 SANITARY SEWER PVC S = 2.25% STORM MH RIM: 597.0 INV: 594.0 (15" IN) INV: 586.0 (36" OUT) INV: 586.0 (36" IN) 59 S S CB-40 TG: 591.0 INV(OUT): 588.0 17 LF 36" POROUS HDPE S=0% w TW:592.0 BW:588.5 59 TW:588.0 BW:584.0 S S TW:598.5 BW:593.0 58 W 58 0 TW:595.0 BW:589.0 TW:586.5 BW:580.5 571.00 S S TW:592.0 BW:586.0 S 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 56 LF 36" POROUS HDPE S=0% TW:574.0 BW:571.0 + TW:586.0 BW:583.0 CB-38 TG:583.15 INV(OUT):580.15 SAN. MANHOLE 8 RIM:585.65 INV (IN):

.0 BW:584.0 100 LF 8" SDR-35 SANITARY SEWER PVC S = 3.50% S 56 LF 36" POROUS HDPE S=0% TW:574.0 BW:571.0 + TW:586.0 BW:583.0 CB-38 TG:583.15 INV(OUT):580.15 SAN. MANHOLE 8 RIM:585.65 INV (IN): 580.00 INV(OUT):579.50 TW:594.5 BW:587.5 571.00 INV: 570.0 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 % 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 13 LF 15" SOLID HDPE S = 3.0% 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 INFLOW LEVEL SPREADER W 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 PROFILE - ROAD "D" SCALE: 1"= 50' HORIZ. 1"= 5' VERT. R Know what's below. Callbefore you dig. SP-49 SHEET 49 OF 66