Engineering Plans 2

62 0 61 622 4 61 0 60 60 59 CB-53 TG:610.0 (CB-71)INV(IN):607.0 INV(OUT):606.9 W 59 4 600 W 59 8 C ST BU ILD IN G 59 6 586 W 584 582 ST W 6 02 ST ST ST IL BU ST W ST D ST W ST ST ST FT-HC 6'x8' (TYP) W 606 ST LOBBY 90 LF 15" HDPE S = 13.5 % 604 ST W ST ST ST ST CB-52 TG:597.70 (CB-53)INV(IN):594.70 INV(OUT):594.50 602 580 584 588 S S W S W W S W 576 122 LF 15" HDPE S = 8.0 % 58 W 578 86 LF 15" HDPE S = 10.1 % 6 W 580 CB-16 TG:585.10 INV(OUT):582.10 71 LF 15" HDPE S = 5.1 % 58 580 6 W 582 S = 2.1 % W 584 FF:597.0 GF: 577.0 59 LF 15" HDPE S W CB-17 CLUBHOUSE TG:576.45 (CB-18)INV(IN):573.26 (CB-15)INV(IN):573.20 INV(OUT):573.15 578 W 586 17 LF 15" HDPE S = 1.1 % 89 LF 15" HDPE S = 2.0 % (P) STORM MH-1 RIM: 587.00 BUILDING A.2 (CB-50)INV(IN):581.25 INV(OUT): 581.25 CB-68 TG:573.0 582 W 26 LF 15" HDPE S = 3.6 % 588 CB-66 584 w 6 59 592 594 W w W FF:595.0 BF:582.0 574 Anderson Consulting Services LLC AS SHOWN PWA Checked by 0 W W W w w w FT-HC 6'x12' (TYP) (Y) STORM MH-2 RIM: 596.50 INV(IN):592.50 INV(OUT): 592.50 6 57 59 6 W W W CB-14 TG:595.55 INV(OUT):592.55 CB-57 TG:595.25 INV(OUT):592.25 592 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 % 58 586 W 8 590 w 58 588 w CB-50 TG: 587.80 (CB-54)INV(IN): 584.30 (CB-51)INV(IN): 583.30 INV(OUT): 583.05 588 S W 592 57 0 S W 59 LF 15" HDPE S = 4.5 % 44 LF 15" HDPE S = 4.2 % 594 71 LF 15" HDPE S = 4.3 % 0 59 S W 590 S 594 Call before you dig. (Y) STORM MH-3 RIM: 583.00 INV(IN):579.00 INV(OUT): 579.00 301 LF 15" HDPE S = 4.5 % CB-12 TG:588.80 INV(OUT):585.80 0 59 592 594 Know what's below. 580 2 R FT-HC 12'x6' (TYP) W 6 57 MATCHLINE SP-20 PROPOSED IN LINE WATER VALVE 596 4 W W W W S W 594 576 W 2 PROPOSED IN LINE WATER VALVE 109 LF 15" HDPE S = 1.0 % 23 LF 15" HDPE S = 1.3 % 70 LF 15" HDPE S = 3.6 % 59 w 299 LF 15" HDPE S = 2.1 % FT-HC 18'x8' (TYP) 57 193 LF 15" HDPE S = 9.6 % W W 101 LF 15" HDPE S = 9.3 % 17 LF 15" HDPE S = 1.8 % W W W W w 586 578 W W w 0 4 59 PROPOSED HYDRANT VALVE 6 59 PROP. HYD

2.1 % FT-HC 18'x8' (TYP) 57 193 LF 15" HDPE S = 9.6 % W W 101 LF 15" HDPE S = 9.3 % 17 LF 15" HDPE S = 1.8 % W W W W w 586 578 W W w 0 4 59 PROPOSED HYDRANT VALVE 6 59 PROP. HYD #4 W 590 580 W S S W 2 59 W W 584 582 W w S w w W W 59 586 2 590 588 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 w 16 LF 15" HDPE S = 2.1 % 2 592 588 S S S CB-56 TG:593.70 (CB-57)INV(IN):590.45 INV(OUT):590.40 59 w 18 LF 15" HDPE S = 1.8 % 6 586 58 59 592 CB-13 TG:595.55 (CB-14)INV(IN):592.25 INV(OUT):592.20 59 S 6 59 4 59 2 59 M. 596 59 PROPOSED IN LINE WATER VALVE FT-HC 18'x8' (TYP) S 149 LF 15" HDPE S = 5.7 % PWA W PROPOSED HYDRANT VALVE W W (Y) STORM MH-1 RIM: 596.60 (ROOF DRAIN)INV(IN):593.60 INV(OUT): 593.60 598 w 186 LF 15" HDPE S = 1.5 % CB-51 TG:590.00 (CB-52)INV(IN):586.00 INV(OUT):585.80 59 4 CB-55 TG:590.80 (CB-56)INV(IN):587.80 INV(OUT):587.75 Designed by W W W 584 W :614.2 FC F G N BUILDI GF:602.5 CB-48 TG:597.80 INV(IN):594.80 INV(OUT):594.70 w PROP. HYD #2 59 6 0 71 LF 15" HDPE S = 1.7 % 115 LF 15" HDPE S = 6.6 % PROPOSED HYDRANT VALVE ST CB-54 TG:590.90 F G(CB-55)INV(IN):587.55 INV(OUT):587.40 W W ST PROP. HYD #3 GF:590. 8 8 :5 598 CB-46 TG:596.50 (CB-47)INV(IN):593.50 (CB-48)INV(IN):593.50 F:602.5 FINV(OUT):593.40 5 59 . 92 163 LF 15" HDPE S = 2.6 % PROPOSED IN LINE WATER VALVE ST COMP. W W W 174 LF 15" HDPE S = 3.3 % 59 ST W ST CB-47 TG:600.60 INV(OUT):597.60 FT-HC 6'x12' (TYP) CB-11 TG:588.80 CB13-INV(IN):585.80 (CB-46)INV(IN):585.80 CB12-INV(IN):585.51 INV(OUT):585.50 600 ST B BUILDING 170 LF 15" HDPE S = 0.8 % CB-45 TG:581.90 INV(IN):576.00 INV(OUT):578.90 600 ST Scale W ST ST ST W ST 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W ST ST BCA MAIL W ST PACKING ROOM Drawn by W 602 Proj. No. W ST ST 602 8 60 ST ST CB-49A TG:602.90 (CB-49B) INV(IN) INV(OUT):597.00 582 59 LF 15" HDPE S = 1.5 % ST Date W GF:602.5 w MATCHLINE SP-20 4 PROPOSED IN LINE WATER VALVE PRELIMINARY AND FINAL SITE PLAN 602 B 578 61 ST 58 2 G IN W 0 ST 105 LF 15" HDPE S = 1.0

9 LF 15" HDPE S = 1.5 % ST Date W GF:602.5 w MATCHLINE SP-20 4 PROPOSED IN LINE WATER VALVE PRELIMINARY AND FINAL SITE PLAN 602 B 578 61 ST 58 2 G IN W 0 ST 105 LF 15" HDPE S = 1.0 % 580 612 CB-71 TG:611.0 INV(OUT):607.9 ST ST 580 EB-2 TG:579.00 INV(IN):577.50 INV(OUT):577.50 PROPOSED HYDRANT VALVE 4 2 60 588 82 LF 15" HDPE S = 9.75 % PROP. HYD #6 2 590 EB-1 TG:589.50 INV(OUT):585.50 6 W CB-49B TG:601.00 INV(OUT):598.10 W 60 w 8 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 61 6 PAUL W. ANDERSON 612 8 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 61 CB-19 SP-19 SHEET 19 OF 66