Engineering Plans 2

604 556 W CB-52 TG:597.70 (CB-53)INV(IN):594.70 INV(OUT):594.50 W 554 602 59 8 59 8 ST W ST 59 552 W 550 9 5 : CB-54 TG:590.90 F G(CB-55)INV(IN):587.55 INV(OUT):587.40 59 4 CB-51 TG:590.00 (CB-52)INV(IN):586.00 INV(OUT):585.80 550 548 W 548 59 W 2 6 59 568 Anderson Consulting Services LLC 570 S 566 566 P.S. W W 564 564 60 FT BRIDGE SPANNING WETLANDS W W W W W 564 56 W 562 W W W W 560 STORM MANHOLE RIM:561.30 (CB-31)INV(IN):558.19 (CB-32)INV(IN):558.15 (CB-33)INV(IN):557.85 INV(OUT):557.80 CB-32 TG:561.30 INV(OUT):558.30 FT-HC 4'x8' (TYP) 10 LF 15" SOLID HDPE 560 CB-21 TG: 563.37 INV(OUT): 559.55 BCA PWA PWA Designed by Checked by 17 LF 15" SOLID HDPE FT-HC 4'x8' (TYP) 230 LF 15" HDPE S = 7.3 % W Call before you dig. W Know what's below. FT-HC 18'x8' (TYP) W 6 558 558 566 56 562 MATCHLINE 568 MATCHLINE SP-23 W 17 LF 15" HDPE S = 2.0 % 4 R 56 8 W W CONNECT TO EXISTING CULVERT INV: 528.0 CB-22 TG: 563.37 (CB-21)INV(IN): 559.22 INV(OUT): 559.20 PRELIMINARY AND FINAL SITE PLAN W W W 7 LF 15" HDPE S = 1.4 % 31 LF 18" CLASS 5 RCP S = 0.5 % Drawn by W 570 (G) STORM MH-1 RIM: 572.0 (CB-69)INV(IN):568.8 (CB-20)INV(IN):567.84 INV(OUT): 567.80 CB-69 TG:571.9 INV(OUT):568.9 562 W W 572 W CB-29 TG: 530.15 INV: 528.3 (CB-68)INV(IN): 568.75 INV(OUT): 568.70 (P) STORM MH-3 RIM: 572.20 INV(IN):568.3 INV(OUT): 568.30 0 57 W W 12 LF 15" RCP S=1% 12 LF 15" CLASS 5 RCP S=1% W W CB-30 TC: 530.15 INV(OUT): 528.3 91 LF 18" CLASS 5 RCP S = 0.5 % Proj. No. W W 131 LF 15" HDPE S = 1.0 % Date W W SAN. PUMP #1 PUMP STATIONS TO BE DESIGNED AFTER INITIAL TOWN APPROVAL HAS BEEN RECEIVED W W W 94 LF 15" HDPE S = 3.4 % 136 LF 15" HDPE S = 2.0 % S AS SHOWN 2 4 CB-20 RIM:572.50 INV(IN):569.18 INV(OUT):569.15 S 17 LF 15" 18" HDPE S = 1.1 % Scale 58 2 574 W S W C.O. INV(IN):573.0 INV(OUT):569.2 134 LF 15" HDPE S = 1.3 % S 572 S 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 578 2 0 53 53 580 ER WEW S Y R ITA SAN R-35 D S " 8 74 LF S = 0S.5% PVC 57 582 58 4 (P) STORM MH-2 RIM: 575.0 INV(IN):571.5 INV(OUT): 571.5 57 4 w 53 6 4 53 52 8 57 6 6 54 WARNE R ROAD W W w STORM MH W/ OVERFLOW TO CULVERT RIM: 530.4 INV:

LF S = 0S.5% PVC 57 582 58 4 (P) STORM MH-2 RIM: 575.0 INV(IN):571.5 INV(OUT): 571.5 57 4 w 53 6 4 53 52 8 57 6 6 54 WARNE R ROAD W W w STORM MH W/ OVERFLOW TO CULVERT RIM: 530.4 INV: 528.15 CB-19 TG:572.50 INV(IN):569.50 INV(OUT):569.40 w S W 22 LF 15" HDPE S = 0.91 % (G) STORM MH-2 RIM: 572.2 INV(IN):566.0 INV(OUT): 566.0 PROPOSED IN LINE WATER VALVE S W w CB-18 TG: 576.45 INV(OUT): 573.45 CB-27 TG:531.75 (CB-28)INV(IN): 528.60 (OS#3)INV(IN): 528.60 INV: 528.60 W CB-28 TG: 531.75 INV(OUT): 528.80 W W 532 S 86 LF 15" HDPE S = 10.1 % 122 LF 15" HDPE S = 8.0 % (P) STORM MH-4 RIM: 572.30 INV(IN):566.55 INV(OUT): 566.55 6 4 58 576 W 54 LF 18" HDPE S = 2.4 % CB-16 TG:585.10 INV(OUT):582.10 71 LF 15" HDPE S = 5.1 % 58 580 W 578 W W OUTLET STRUCTURE (#3) TG: 531.79 (100YR) 18" x 6" ORIFICE: 530.6 6" ORIFICE: 530.2 (18" OUT): 529.93 S 580 534 W 582 W INFLOW HEADWALL WITH LEVEL SPREADER D50 = 4" Vriprap = 5.42 CY 588 S W 584 INV: 528.1 (P) STORM MH-1 RIM: 587.00 (CB-50)INV(IN):581.25 INV(OUT): 581.25 584 586 W CB-25 TG: 535.60 (CB-26)INV(IN): 532.31 (CB-24)INV(IN): 531.29 INV(OUT): 531.25 17 LF 15" HDPE S = 1.1 % 89 LF 15" HDPE S = 2.0 % S W 588 W 536 CASCADE SEPARATOR CS-5 (TYP) W 590 W 538 CB-17 CLUBHOUSE TG:576.45 (CB-18)INV(IN):573.26 (CB-15)INV(IN):573.20 INV(OUT):573.15 W W W 26 LF 15" HDPE S = 3.6 % POOL 582.5 W W FF:595.0 BF:582.0 W w 592 CB-15 592 TG:585.10 (CB-50)INV(IN):582.10 (CB-16)INV(IN):581.91 INV(OUT):581.90 590 17 LF 15" HDPE S = 1.1 % 6 W 8 53 58 586 w W 588 8 W 59 0 0 590 W 540 58 S W 54 59 W 195 LF 15" HDPE S = 5.67 % CB-57 TG:595.25 INV(OUT):592.25 W W CB-50 TG: 587.80 (CB-54)INV(IN): 584.30 (CB-51)INV(IN): 583.30 INV(OUT): 583.05 588 W 54 8 0 59 542 43 LF 15" CLASS 5 RCP S = 7.3 % 59 LF 15" HDPE S = 4.5 % 44 LF 15" HDPE S = 4.2 % 594 71 LF 15" HDPE S = 4.3 % 2 2 59 59 70 LF 15" HDPE S = 3.6 % W 55 2 0 540 CB-26 TG: 535.60 INV(OUT): 532.60 WETLANDS EDUCATIONAL SIGN 59 546 544 W 55 0 16 LF 15" HDPE S = 2.1 % 59 2 542 17 LF 15" HDPE S = 1.7 % CB-56 TG:593.70 (CB-57)INV(IN):590.45 INV(OUT):590.40 4 544 W 55 2 546 59 6 59 592 17 LF 15" HDPE S = 1.7 % CB-55 TG:590.80 (CB-56)INV(IN):587.80 INV(OUT):587.75 149 LF 15" HDPE S = 5.7 % W CB-24 TG: 548.50 (CB-23)INV(IN): 543.56 (CB-22)INV(IN):

544 W 55 2 546 59 6 59 592 17 LF 15" HDPE S = 1.7 % CB-55 TG:590.80 (CB-56)INV(IN):587.80 INV(OUT):587.75 149 LF 15" HDPE S = 5.7 % W CB-24 TG: 548.50 (CB-23)INV(IN): 543.56 (CB-22)INV(IN): 542.37 INV(OUT): 542.35 2 40 LF 12" SCH 40 PVC OPEN ON BOTH ENDS TO MAINTAIN NATURAL WATER LEVEL IN WETLANDS S = 0.0 % W CB-23 TG: 548.50 INV(OUT): 543.85 6 .0 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. W ST N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 ST PAUL W. ANDERSON 90 LF 15" HDPE S = 13.5 % ST MATCHLINE SP-23 MATCHLINE SP-22 SHEET 22 OF 66