Engineering Plans 2

S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED D L No. 33410 . A N DE W R 8 55 0 56 2 56 N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 0 56 4 56 6 56 570 8 56 576 0 57 572 5 74 5 76 580 CB-9 TG:579.10 (CB11)INV(IN):576.10 (CB-45)INV(IN):576.10 (CB10)INV(IN):575.78 INV(OUT):575.75 59 6 w + 59 598 59 6 4 59 2 TW: 582.0 BW: 575.0 2 58 4 58 TW: 585.0 BW: 578.0 586 580 TW:575.5 BW:573.9 TW:582.0 BW:574.5 POOL 582.5 588 TW: 584.0 BW: 578.0 TW: 589.0 BW: 586.0 584 FF:595.0 BF:582.0 592 592 6 58 TW: 592.0 BW: 592.0 58 8 588 0 59 596.5 TW: 582.0 BW: 576.0 + + 594.16 594.5 59 0 0 59 + 594.0 594.34 + TW: 594.0 BW: 594.0 6 59 TW: 595.0 BW: 594.0 BCA PWA PWA Drawn by Designed by Checked by Date Proj. No. AS SHOWN 59 6 TW: 575.0 BW: 571.0 PRELIMINARY AND FINAL SITE PLAN Scale W W W TW:570.0 BW:570.0 Anderson Consulting Services LLC 186 LF 15" HDPE S = 1.5 % 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 2 58 582 17 LF 15" HDPE S = 1.8 % w 592 584 586 6 59 w w 193 LF 15" HDPE S = 9.6 % 578 584 590 580 586 590 588 w w TW: 576.0 BW: 572.3 TW: 582.0 BW: 577.5 W PAUL W. ANDERSON 564 566 568 0 57 5 72 574 590 W W w 6 W 582 588 596 W W w W w 57 59 59 4 w 571.82 + w 580 592 594 6 W W 594 w 592 w 590 W 571.37 572 W 586 W W TC: 571.8 BC: 571.3 TW: 577.2 BW: 573.2 TW: 578.0 BW: 573.5 578 w + + TC: 572.7 BC: 572.2 576 w 566 TC: 571.85 BC: 571.35 590 TW: 585.0 BW: 584.0 588 W W W 571.05 0 W 56 4 + W 586 W + W FE PR O W + + 59 W FF:597.0 GF: 577.0 TC: 571.12 BC: 570.62 59 2 FF:597.0 GF: 577.0 SA N . PU M P PUMP STAT #1 IONS TO BE DESIGN ED AF APPROVAL TER INITIAL TOWN HAS BEEN RECEIVED + W 574 576 TC: 571.22 + BC: 570.72 594 STA 572 CB-11 TG:588.80 CB13-INV(IN):585.80 (CB-46)INV(IN):585.80 CB12-INV(IN):585.51 INV(OUT):585.50 S PAU T L CB-7 TG:561.80 CB8-INV(IN):558.55 CB9-INV(IN):557.25 INV(OUT):557.20 Y SE ON IN EER 570 w 556 w FT-HC 8'X18' (TYP.) 57 0 W CB-13 TG:595.55 (CB-14)INV(IN):592.25 INV(OUT):592.20 w w 17 LF 15" HDPE S = 1.8 % 592 58 LF 15" HDPE S = 4.3 % 594 CB-50 TG: 587.80 (CB-54)INV(IN): 584.30 (CB-51)INV(IN): 583.30 INV(OUT): 583.05 0 17 LF

.55 (CB-14)INV(IN):592.25 INV(OUT):592.20 w w 17 LF 15" HDPE S = 1.8 % 592 58 LF 15" HDPE S = 4.3 % 594 CB-50 TG: 587.80 (CB-54)INV(IN): 584.30 (CB-51)INV(IN): 583.30 INV(OUT): 583.05 0 17 LF 15" HDPE S = 1.8 % 56 CB-12 TG:588.80 INV(OUT):585.80 284 LF 15" HDPE S = 2.3 % W CB-55 TG:590.80 (CB-56)INV(IN):587.80 INV(OUT):587.75 CB-54 TG:590.90 (CB-55)INV(IN):587.55 INV(OUT):587.40 SAN. MANHOLE 1 RIM:591.30 INV(OUT):586.50 301 LF 15" HDPE S = 4.5 % 109 LF 15" HDPE S = 1.0 % (Y) STORM MH-3 RIM:583.00 INV(IN):579.00 INV(OUT):579.00 117 LF 15" HDPE S = 8.0 % w CB-56 TG:593.70 (CB-57)INV(IN):590.45 INV(OUT):590.40 59 LF 15" HDPE S = 4.5 % FT-HC 6'X12' (TYP.) w 44 LF 15" HDPE S = 4.2 % CB-15 TG:585.10 (CB-16)INV(IN):581.91 INV(OUT):581.90 71 LF 15" HDPE S = 4.3 % W 584 17 LF 15" HDPE S = 1.1 % (Y) STORM MH-2 RIM:596.50 INV(IN):592.50 INV(OUT):592.50 CB-14 TG:595.55 INV(OUT):592.55 SAN. MANHOLE 3 RIM:588.00 INV (IN): 582.60 INV(OUT):576.70 214 LF 8" SDR-35 SANITARY SEWER PVC S = 0.47% W 582 17 LF 15" HDPE S = 1.1 % CB-68 TG:573.0 INV(OUT):570.0 170 LF 8" SDR-35 SANITARY SEWER PVC S = 1.65% 58 0 CB-57 TG:595.25 INV(OUT):592.25 89 LF 15" HDPE S = 2.0 % SAN. MANHOLE 2 RIM:596.00 INV (IN): 585.50 INV(OUT):585.40 W 57 8 CB-17 TG:576.45 (CB-18)INV(IN):573.26 (CB-15)INV(IN):573.20 INV(OUT):573.15 (P) STORM MH-1 RIM:587.00 INV(IN):581.25 INV(OUT):581.25 205 LF 15" HDPE S = 10.1 % CB-10 TG:579.10 INV(OUT):576.10 125 LF 18" HDPE S = 2.9 % 17 LF 15" HDPE S = 1.5 % CB-8 TG:561.80 INV(OUT):558.80 59 LF 15" HDPE S = 2.1 % 57 6 71 LF 15" HDPE S = 5.1 % CB-16 TG:585.10 INV(OUT):582.10 86 LF 15" HDPE S = 10.1 % 4 W (Y) STORM MH-4 RIM:562.30 INV(IN):558.30 INV(OUT):558.30 122 LF 15" HDPE S = 8.0 % CB-18 TG: 576.45 INV(OUT): 573.45 57 17 LF 15" HDPE S = 1.1 % (R) STORM MH-1 RIM:562.00 INV(IN):558.00 INV(OUT):558.00 W 57 4 57 2 W 574 570 225 LF 8" SDR-35 SANITARY SEWER PVC S = 4.09% CB-19 TG:572.50 INV(IN):569.50 INV(OUT):569.40 SAN. PUMP#1 RIM:571.50 INV (IN): 566.50 INV(OUT):FORCEMAIN 57 6 568 W (P) STORM MH-2 RIM:575.0 INV(IN):571.5 INV(OUT):571.5 W 231 LF 15" HDPE S = 2.6 % w (P) STORM MH-3 RIM:572.20 INV(IN):586.30 INV(OUT):586.30 243 LF 15" HDPE S = 2.6 % 554 131 LF 15" HDPE S = 1.0 % W W (G) STORM MH-1 RIM:572.0 (CB-69)INV(IN):568.8 (CB-20)INV(IN):567.84 INV(OUT):57.80 w W W W 94 LF 15" HDPE S

:586.30 INV(OUT):586.30 243 LF 15" HDPE S = 2.6 % 554 131 LF 15" HDPE S = 1.0 % W W (G) STORM MH-1 RIM:572.0 (CB-69)INV(IN):568.8 (CB-20)INV(IN):567.84 INV(OUT):57.80 w W W W 94 LF 15" HDPE S = 3.4 % SAN. MANHOLE 4 RIM:572.16 INV (IN): 567.50 INV(OUT):567.00 CB-20 RIM:572.50 INV(IN):569.18 INV(OUT):569.15 W 137 LF 8" SDR-35 SANITARY SEWER PVC S = 0.37% PROFILE - KUZIK ROAD SCALE: 1"= 50' HORIZ. 1"= 5' VERT. R Know what's below. Callbefore you dig. SP-46 SHEET 46 OF 66