Engineering Plans 2

56 6 56 4 56 2 W W W W 8 556 554 560 S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED D L No. 33410 . A N DE W R 568 554 197 LF 15" HDPE S = 6.5 % 195 LF 15" HDPE S = 5.8 % 194 LF 15" HDPE S = 4.2 % 552 W CB-3 TG:552.30 CB5-INV(IN):549.30 CB4-INV(IN):548.35 INV(OUT):548.30 198 LF 24" HDPE S = 2.3 % 55 556 W 562 17 LF 15" HDPE S = 4.4 % 560 W 4 570 558 CB-70 TG:567.0 (CB-61)INV(IN):558.53 (CB-65)INV(IN):558.21 INV(OUT):558.20 (G) STORM MH-4 RIM:567.0 INV(IN):559.42 INV(OUT):559.40 FF:558.5 55 CB-4 TG:552.30 INV(IN):549.15 INV(OUT):549.10 560 562 558 (P) STORM MH-6 RIM:567.5 INV(IN):556.15 INV(OUT):556.15 174 LF 24" HDPE S = 1.4 % 564 4 562 367 LF 15" HDPE S = 1.7 % 54 LF 15" HDPE S = 1.1 % 56 W CB-59 TG:555.50 INV(OUT):552.50 57 6 57 57 4 2 57 0 57 w W 56 8 372 LF 15" HDPE S = 1.5 % 566 56 6 W W W CB-61 TG:562.75 (CB-63)INV(IN):560.65 (CB-62)INV(IN):559.18 INV(OUT):559.10 367 LF 15" HDPE S = 1.7 % W 18 LF 15" HDPE S = 1.2 % 568 56 W 554 7 LF 15" HDPE S = 1.4 % 564 55 LF 15" HDPE S = 1.0 % 562 6 FE PR O 8 560 CB-58 TG:555.50 (CB-59)INV(IN):552.29 INV(OUT):552.25 556 55 558 17 LF 15" HDPE S = 1.2 % S W w 0 25 LF 15" HDPE S = 2.0 % CB-69 TG:571.9 INV(OUT):568.9 N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 W W 556 56 CB-62 TG:562.75 INV(OUT):559.75 w CB-63 TG:571.15 (CB-64)INV(IN):568.29 INV(OUT):568.15 CB-65 TG:575.0 (CB-66)INV(IN):571.72 (CB-67)INV(IN):567.41 INV(OUT):567.40 W 566 8 55 148 LF 15" HDPE S = 5.0 % (G) STORM MH-3 RIM:575.15 INV(IN):565.0 INV(OUT):565.0 W CB-6 TG:556.80 (CB-58)INV(IN):552.00 INV(OUT):551.95 W 86 LF 18" HDPE S = 1.5 % 570 0 0 57 (G) STORM MH-1 RIM:572.0 (CB-69)INV(IN):568.8 (CB-20)INV(IN):567.84 INV(OUT):567.80 134 LF 15" HDPE S = 1.3 % 57 568 572 + 570.38 140 LF 18" HDPE S = 1.0 % TC: 571.12 BC: 570.62 564 PAUL W. ANDERSON 4 57 576 + SAN. PUMP #1 PUMP STATIONS TO BE DESIGNED AFTER INITIAL TOWN APPROVAL HAS BEEN RECEIVED W W 2 + 571.05 + 572 564 Y SE ON W 6 574 0 566 W 574 W 57 4 57 97 LF 15" HDPE S = 2.0 % 95 LF 15" HDPE S = 1.1 % 576 2 0 + TC: 571.85 BC: 571.35 TC: 571.22 BC: 570.72 57 57 56 TC: 571.8 BC: 571.3 W 2 56 W + + 566 571.37 W 4 56 560 W 17 LF 18" HDPE S = 1.1 % CB-20 RIM:572.50 INV(IN):569.18 INV(OUT):569.15 (P) STORM

5 BC: 571.35 TC: 571.22 BC: 570.72 57 57 56 TC: 571.8 BC: 571.3 W 2 56 W + + 566 571.37 W 4 56 560 W 17 LF 18" HDPE S = 1.1 % CB-20 RIM:572.50 INV(IN):569.18 INV(OUT):569.15 (P) STORM MH-3 RIM:572.0 INV(IN):568.3 INV(OUT):568.3 W 6 570 56 W STA + 571.82 PAU T L 572 W 94 LF 15" HDPE S = 3.4 % CB-67 TG: 572.0 (CB-68)INV(IN): 568.75 INV(OUT): 568.70 TW:570.0 BW:570.0 W (P) STORM MH-2 RIM:575.0 INV(IN):571.5 INV(OUT):571.5 TW: 576.0 BW: 572.3 W CB-19 TG:572.50 + INV(IN):569.50 TC: 572.7 BC: 572.2 INV(OUT):569.40 TW: 577.2 BW: 573.2 IN EER + w W 122 LF 15" HDPE S = 8.0 % 136 LF 15" HDPE S = 2.0 % 55 LF 15" HDPE S = 1.6 % BW: 573.5 w (G) STORM MH-2 RIM:572.2 INV(IN):566.0 INV(OUT):566.0 CB-64 TG:571.15 INV(OUT):569.15 125 LF 24" HDPE S = 2.9 % CB-5 TG:556.80 CB7-INV(IN):553.55 CB6-INV(IN):551.74 INV(OUT):551.70 (P) STORM MH-4 RIM:572.30 INV(IN):566.55 INV(OUT):566.55 w 576 8 56 FF:597.0 GF: 577.0 CB-66 TG:575.30 INV(OUT):572.30 59 LF 15" HDPE S = 2.1 % W 580 2 W CB-68 TG:573.0 INV(OUT):570.0 W 57 0 57 (P) STORM MH-5 RIM:575.30 INV(IN):563.65 INV(OUT):563.65 55 LF 15" HDPE S = 1.1 % 576 GF: 577.0 W FF:558.5 558 556 W 2 W 550 55 550 550 AS SHOWN PWA Checked by Scale PWA Designed by 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com BCA Drawn by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. Anderson Consulting Services LLC 548 PROFILE - BUILDING A ACCESS & PARKING ROAD R Know what's below. Callbefore you dig. SCALE: 1"= 50' HORIZ. 1"= 5' VERT. SP-45 SHEET 45 OF 66