WEH Full Civil Set Submission 2 5 13 24 SITE PLANS

W 606 606 W W W ST W CB-44 TG: 599.90 INV(IN): 597.00 INV(IN): 596.92 INV(OUT): 596.90 ST W ST 0 61 ST W ST ST ST 19 LF 15" SOLID HDPE S = 1.7 % 8 60 W ST ST ST W 606 ST ST 59 8 ST 59 6 W 11 LF 15" SOLID HDPE S S = 2.0 % FF:618.0 GF:597.0 W CB-42 TG: 594.94 INV(OUT): 591.90 W 596 S W S S 80 LF 36" POROUS HDPE S=0% W 58 0 W CB-41 TG:594.94 INV(OUT):591.83 S S S S 59 4 S S S S S S 574 W W S W W W W S 55 LF 15" SOLID HDPE BCA PWA PWA Drawn by Designed by Checked by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. Anderson Consulting Services LLC CB-39 TG:591.00 W W W S W 578 122 LF 15" HDPE 592 W S 86 LF 15" HDPE S = 10.1 % 19 LF 15" SOLID HDPE S = 3.42 % 4 S W 580 S W W 58 W SAN. MANHOLE-9 RIM:592.27 INV(IN):585.2 INV(OUT):585.2 W S 71 LF 15" HDPE S = 5.1 % 6 W W 58 580 57 6 S W W 582 CB-16 TG:585.10 INV(OUT):582.10 578 S W W W 212 LF 8" SDR-35 SANITARY SEWER PVC S = 2.03% W S W 584 FF:597.0 GF: 577.0 59 LF 15" HDPE 588 W 586 (P) STORM MH-1 BUILDING A.2RIM: 587.00 (CB-50)INV(IN):581.25 INV(OUT): 581.25 S 588 17 LF 15" HDPE S = 1.1 % 89 LF 15" HDPE S = 2.0 % 584 580 W S S W W 590 W S 582 S W S 584 W POOL 582.5 W 26 LF 15" HDPE S = 3.6 % CB-17 CLUBHOUSE TG:576.45 (CB-18)INV(IN):573.26 (CB-15)INV(IN):573.20 INV(OUT):573.15 W 592 6 594 59 W 16 LF 15" SOLID HDPE S = 4.1 % CB-74 TG:593.55 INV(OUT):590.55 W W FT-HC 6'x12' (TYP) 6 S W S 59 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 % W 58 586 w S W W W W 56 LF 36" POROUS HDPE S=0% STORM MANHOLE RIM: 594.0 (STORM MH)INV(IN):587.75 INV: 586.0 STORM MANHOLE RIM: 593.55 (CB-73)INV(IN):589.90 (CB-74)INV(IN):589.90 INV: 588.80 CB-73 TG:593.55 INV(OUT):590.55 W W 34 LF 15" SOLID HDPE S = 3.1 % W W W 8 588 W W 58 S w S CB-57 TG:595.25 INV(OUT):592.25 w W S STORM MH RIM: 594.96 INV: 591.73 (15" IN) INV: 591.63 (15" OUT) INV: 586.0 (36") w S 5 LF 15" SOLID HDPE S = 2.0 % W S W WETLANDS EDUCATIONAL SIGN 58 2 0 W 6 W 59 W PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 9" Vriprap = 16.4 CY 6 594 S W 109 LF 15" HDPE S = 1.0 % INV: 580.4 44 LF 15" HDPE S = 4.2 % CB-50 TG: 587.80 (CB-54)INV(IN): 584.30 (CB-51)INV(IN): 583.30 INV(OUT):

L WITH LEVEL SPREADER D50 = 9" Vriprap = 16.4 CY 6 594 S W 109 LF 15" HDPE S = 1.0 % INV: 580.4 44 LF 15" HDPE S = 4.2 % CB-50 TG: 587.80 (CB-54)INV(IN): 584.30 (CB-51)INV(IN): 583.30 INV(OUT): 583.05 588 0 S 71 LF 15" HDPE S = 4.3 % 59 LF 15" HDPE S = 4.5 % 2 2 0 59 W CB-14 TG:595.55 INV(OUT):592.55 SAN. MANHOLE-10 RIM:596.54 INV(OUT):589.5 S 582 59 59 S W S S S 2 4 W W 70 LF 15" HDPE S = 3.6 % 59 S W 56 LF 15" SOLID HDPE S = 1.0 % 0 W S W 2 59 590 S W W 16 LF 15" HDPE S = 2.1 % 59 59 592 S W 59 2 WETLANDS EDUCATIONAL SIGN 58 CB-13 TG:595.55 (CB-14)INV(IN):592.25 INV(OUT):592.20 594 S CB-56 TG:593.70 (CB-57)INV(IN):590.45 INV(OUT):590.40 59 18 LF 15" HDPE S = 1.8 % W 6 59 4 592 598 W 59 W (Y) STORM MH-1 RIM: 596.60 (ROOF DRAIN)INV(IN):593.60 INV(OUT): 593.60 W CB-51 TG:590.00 (CB-52)INV(IN):586.00 INV(OUT):585.80 149 LF 15" HDPE S = 5.7 % STORM MH RIM: 597.0 INV: 594.0 (15" IN) INV: 586.0 (36" OUT) INV: 586.0 (36" IN) W :614.2 FFC BUILDING GF:602.5 59 4 CB-55 TG:590.80 (CB-56)INV(IN):587.80 INV(OUT):587.75 W CB-54 TG:590.90 G(CB-55)INV(IN):587.55 INV(OUT):587.40 W 9 5 F: 17 LF 36" POROUS HDPE SGF:606.0 =0% W 0 2. FF:618.0 8 W ST ST COMP. 59 W 8 59 ST 123 LF 15" SOLID HDPE S = 2.0 % OUTLET STRUCTURE (#4) RIM: 597.0 100 YR OF: 591.8 INV: 589.95 (6" OUT) INV: 586.00 (36" IN) STORM MH RIM: 597.0 INV: 589.25 (IN) INV: 582.0 (OUT) W ST ST ST D.1 602 W ST ST ST W ST CB-52 TG:597.70 (CB-53)INV(IN):594.70 INV(OUT):594.50 ST S ING W ST ST 59 6 W ST CB-43 TG: 599.90 (CB-44)INV(IN): 596.58 INV(OUT): 596.50 W ST 118 LF 15" SOLID HDPE S = 2.8 % W 90 LF 15" HDPE S = 13.5 % 604 I LD BU ST ST ST W 60 0 E-INLET TG: 605.00 INV(IN): 600.20 INV(OUT): 600.15 W ST ST W 59 LF 15" HDPE S = 1.5 % AS SHOWN ST ST Scale BU ILD W ST 66 LF 15" SOLID HDPE S = 2.9 % ST 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com C IN G W W 2 W ST ST W 60 612 CB-71 TG:611.0 INV(OUT):607.9 ST E-INLET TG: 603.90 INV(OUT): 602.06 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. W W W W CB-53 TG:610.0 (CB-71)INV(IN):607.0 INV(OUT):606.9 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON W W W 604 R Know what's below. Callbefore you dig. SP-63 SHEET 63 OF 66