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 N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 7.5 :59 TC 97.0 :5 BC 580 578 576 W 596 STA PAUL W. ANDERSON S PAU T L .34 594 + 5.0 59 0 FF: 582. : BF FE PR O 2.0 : 58 TW : 576.0 BW W 6.0 : 57 TW : 572.3 BW S 1.8 : 57 TC 571.3 : BC + W + 1.8 + 57 572 2 2 1.1 2 : 57 TC 570.6 : BC W W W W W W 0 57 W W W W W W W W W W W 8 .05 + 571 5.0 : 59 TW : 594.0 BW .85 571 5 + TC: 571.3 : BC W 17 LF 18" HDPE S = 1.1 % + 2 1.2 2 : 57 TC 570.7 : BC 0.3 + 57 56 8 594 .0 .5 + 594 + 2.7 + C: 57 .2 2 T : 57 BC 4 6 9.0 :59 TW :597.5 BW 594 .16 S 2.0 : 58 TW : 577.5 BW 7.2 : 57 TW : 573.2 BW CB-19 TG:572.50 INV(IN):569.50 INV(OUT):569.40 56 56 + 594 + 71 LF 15" HDPE S = 5.1 % 582 Y SE ON IN EER 592 592 9.0 : 58 TW : 586.0 BW 5.0 : 58 TW : 578.0 BW 584 2 57 2 2.0 : 59 TW : 592.0 BW 590 8 58 w w 56 W 0 568 CB-21 TG: 563.37 INV(OUT): 559.55 56 596 592 584 w S 6 W 5 70 55 8 566 230 LF 15" HDPE S = 7.3 % CB-17 TG:576.45 (CB-18)INV(IN):573.26 (CB-15)INV(IN):573.20 INV(OUT):573.15 58 S 564 544 542 W W W W W W W INFLOW HEADWALL WITH LEVEL SPREADER INV: 528.1 CB-25 TG: 535.60 (CB-26)INV(IN): 532.31 (CB-24)INV(IN): 531.29 INV(OUT): 531.25 562 546 532 530 560 558 556 554 552 550 548 534 40 LF 12" SCH 40 PVC OPEN ON BOTH ENDS TO MAINTAIN NATURAL WATER LEVEL IN WETLANDS S = 0.0 % CB-20 RIM:572.50 INV(IN):569.18 INV(OUT):569.15 0 W W W PWA PWA Designed by Checked by Anderson Consulting Services LLC BCA Drawn by Date AS SHOWN W PRELIMINARY AND FINAL SITE PLAN Scale W Proj. No. 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W W W 4.0 : 59 TW : 588.0 BW 7.5 : 58 TW : 582.0 BW OL PO .5 2 58 2.0 :58 TW :574.5 BW 5.5 :57 TW :573.9 BW 5.0 : 57 TW : 571.0 BW 4.0 : 59 TW : 594.0 BW 2.0 : 58 TW : 575.0 BW OUTLET STRUCTURE (#3) TG: 531.45 (100YR) 18" x 6" ORIFICE: 530.6 6" ORIFICE: 530.05 (18" OUT): 529.93 S .37 + 571 91 LF 18" CLASS 5 RCP S = 0.5 % 550 536 94 LF 15" HDPE S = 3.4 % 131 LF 15" HDPE S = 1.0 % (G) STORM MH-1 RIM:572.0 (CB-69)INV(IN):568.8 (CB-20)INV(IN):567.84 INV(OUT):567.80 54 CB-29 TG: 530.15 INV: 528.3 31 LF 18" CLASS 5 RCP CONNECT TO S = 0.5

HDPE S = 3.4 % 131 LF 15" HDPE S = 1.0 % (G) STORM MH-1 RIM:572.0 (CB-69)INV(IN):568.8 (CB-20)INV(IN):567.84 INV(OUT):567.80 54 CB-29 TG: 530.15 INV: 528.3 31 LF 18" CLASS 5 RCP CONNECT TO S = 0.5 % EXISTING CULVERT INV: 528.0 CB-23 TG: 548.50 INV(OUT): 543.85 538 528 CB-27 TG:531.75 (CB-28)INV(IN): 528.60 (OS#3)INV(IN): 528.60 INV(OUT): 528.60 548 195 LF 15" HDPE S = 5.67 % 54 LF 18" HDPE S = 2.4 % 12 LF 15" CLASS 5 RCP S=1% 4 54 2 54 0 8 53 4 53 2 CASCADE SEPARATOR CS-5 (TYP.) 53 17 LF 15" HDPE S = 1.7 % 6 53 22 LF 15" HDPE S = 0.91 % 12 LF 15" RCP S=1% 54 STORM MH W/ OVERFLOW TO CULVERT RIM: 530.4 INV: 528.15 546 CB-28 TG: 531.75 INV(OUT): 528.80 CB-69 TG:571.9 INV(OUT):568.9 8.0 : 57 TW : 573.5 BW 544 CB-26 TG: 535.60 INV(OUT): 532.60 17 LF 15" HDPE S = 1.7 % 43 LF 15" CLASS 5 RCP S = 7.3 % 574 574 17 LF 15" HDPE S = 2.0 % 580 546 CB-22 TG: 563.37 (CB-21)INV(IN): 559.22 INV(OUT): 559.20 4.0 : 58 TW : 578.0 BW 552 576 S 550 17 LF 15" HDPE S = 1.1 % W 548 572 CB-30 TC: 530.15 INV(OUT): 528.3 CB-24 TG: 548.50 (CB-23)INV(IN): 543.56 (CB-22)INV(IN): 542.37 INV(OUT): 542.35 578 W 122 LF 15" HDPE (P) STORM MH-3 S = 8.0 % RIM:572.0 (P) STORM MH-2 INV(IN):568.3 RIM:575.0 INV(OUT):568.30 INV(IN):571.5 INV(OUT):571.5 552 S CB-18 TG: 576.45 INV(OUT): 573.45 PROFILE - WARNER ROAD R Know what's below. Callbefore you dig. SCALE: 1"= 50' HORIZ. 1"= 5' VERT. SP-44 SHEET 44 OF 66