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Supporting Documentation · Jul 16, 2024

Engineering Plans 2

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534 D L . A N DE W R No. 33410 FE PR O W 542 W W W W W BCA PWA PWA Drawn by Designed by Checked by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. Anderson Consulting Services LLC + 540.5 INV: 540.0 AS SHOWN W 17 LF 15" HDPE S = 1.2 % 66 LF 24" HDPE S = 1.8 % 54 6 PROPOSED INFLOW HEADWALL Scale W 554 542 536 W 556 4 54 538 540 542 W 54 8 546 W 55 0 544 W 55 2 W 55 4 W 55 6 W 544 CB-3 TG:552.30 CB5-INV(IN):549.30 CB4-INV(IN):548.35 INV(OUT):548.30 CB-1 TG:546.70 CB3-INV(IN):543.70 CB2-INV(IN):543.40 INV(OUT):541.20 S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED w W W CB-58 TG:555.50 (CB-59)INV(IN):552.29 INV(OUT):552.25 8 54 546 198 LF 24" HDPE S = 2.3 % W CB-5 TG:556.80 CB7-INV(IN):553.55 CB6-INV(IN):551.74 INV(OUT):551.70 18 LF 15" HDPE S = 1.2 % 174 LF 24" HDPE S = 1.4 % 550 W CB-6 TG:556.80 (CB-58)INV(IN):552.00 INV(OUT):551.95 17 LF 15" HDPE S = 4.4 % W CB-59 TG:555.50 INV(OUT):552.50 125 LF 24" HDPE S = 2.9 % W 8 55 S 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 560 w CB-7 TG:561.80 CB8-INV(IN):558.55 CB9-INV(IN):557.25 INV(OUT):557.20 17 LF 15" HDPE S = 1.5 % N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 53 4 538 TW: 544.0 BW: 540.5 + 540.5 + 540.5 + 540.5 TW: 544.0 BW: 540.5 17 LF 15" HDPE S = 1.7 % 554 PAUL W. ANDERSON 30"x5" ORIFICE: 543 24"x6" ORIFICE: 542 .65 .76 24" CLASS 5 RCP OU T: 541.00 540 TW: 546.0 BW: 542.0 TW: 546.0 BW: 542.0 TW: 546.0 BW: 542.0 BW: 540.5 CB-2 TG: 546.70 INV(OUT): 543.70 + 540.5 + 542.0 + 542.0 + 542.0 + 542.0 + 542.0 TW: 548.0 BW: 546.0 BW: 542.0 CB-4 TG:552.30 INV(IN):549.15 INV(OUT):549.10 TW: 546.0 BW: 542.0 556 + 542.0 + 546.0 TW: 548.0 BW: 546.0 FF:558.5 55 8 FF:558.5 w 0 W 56 OUTLET STRUCTU RE (#2) INV: 540.0 W W 556 536 25 LF 15" HDPE S = 2.0 % 550 W 2 56 193 LF 15" HDPE S = 9.6 % Y SE ON STA T 4 56 548 0 56 546 558 W 6 56 544 W 57 8 56 542 0 5 PAU L 560 CB-8 TG:561.80 INV(OUT):558.80 70 IN EER 572 PROFILE - KUZIK ROAD R Know what's below. Callbefore you dig. SCALE: 1"= 50' HORIZ. 1"= 5' VERT. SP-47 SHEET 47 OF 66

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