WEH Full Civil Set Submission 2 5 13 24 SITE PLANS

61 W 608 W 0 W 61 W 606 608 606 600 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 W 610 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 2 PAUL W. ANDERSON W MATCHLINE W W 606 W W 602 60 6 W EMER W Y GENC 604 604 W W 606 W ACCE W SS 608 E-INLET TG: 603.90 INV(OUT): 602.06 W W 610 60 2 W W 612 W 60 W 0 W W 608 IL BU W GD DIN W CB-43 TG: 599.90 (CB-44)INV(IN): 596.58 INV(OUT): 596.50 118 LF 15" SOLID HDPE S = 2.8 % 3' 0" Call before you dig. S 4 59 S S 2" 1' 3" Know what's below. S 11' 0" 14' 0" SCALE: NTS W ROAD D WALL DETAIL 16 LF 15" SOLID HDPE S = 4.1 % CB-74 TG:593.55 INV(OUT):590.55 W CONCRETE VERTICAL CURB R 34 LF 15" SOLID HDPE S = 3.1 % W 6" CLEAN STONE BELOW MATCHLINE SP-23 PROPOSED IN LINE WATER VALVE W 6' 0" S PROPOSED HYDRANT VALVE W #5 TOP & BOTTOM 12" ON CENTER PROP. HYD #5 w w MIN OVERLAP OF 24" 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 #5 12" ON CENTER SCALE: NTS 5 LF 15" SOLID HDPE S = 2.0 % STORM MH RIM: 594.96 INV: 591.73 (15" IN) INV: 591.63 (15" OUT) INV: 586.0 (36") #5 FRONT & BACK 15" ON CENTER #5 TOP & BOTTOM 15" ON CENTER CB-41 TG:594.94 INV(OUT):591.83 W WETLANDS EDUCATIONAL SIGN CONCRETE SIDEWALK 80 LF 36" POROUS HDPE S=0% W 0 BCA PWA PWA Designed by Checked by CB-42 TG: 594.94 INV(OUT): 591.90 S 2 58 GF:597.0 596 58 MODULAR BLOCK WALL (4FT MAX) SCALE: NTS W 582 11 LF 15" SOLID HDPE S = 2.0 % FF:618.0 Drawn by W INV: 580.4 Date W SAN. MANHOLE-10 RIM:596.54 INV(OUT):589.5 S Proj. No. W STORM MH RIM: 597.0 INV: 594.0 (15" IN) INV: 586.0 (36" OUT) INV: 586.0 (36" IN) 56 LF 15" SOLID HDPE S = 1.0 % PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 9" Vriprap = 16.4 CY Anderson Consulting Services LLC .1 FF:618.0 17 LF 36" POROUS HDPE SGF:606.0 =0% W STRATAGRID 200 4.0 FT 59 8 W 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) MATCHLINE SP-23 212 LF 8" SDR-35 SANITARY SEWER PVC S = 2.03% PRELIMINARY AND FINAL SITE PLAN MATCHLINE 610 AS SHOWN W W W 19 LF 15" SOLID HDPE S = 1.7 % E-INLET TG: 605.00 INV(IN): 600.20 INV(OUT):

NE SP-23 212 LF 8" SDR-35 SANITARY SEWER PVC S = 2.03% PRELIMINARY AND FINAL SITE PLAN MATCHLINE 610 AS SHOWN W W W 19 LF 15" SOLID HDPE S = 1.7 % E-INLET TG: 605.00 INV(IN): 600.20 INV(OUT): 600.15 Scale W 61 2 CB-44 TG: 599.90 INV(IN): 597.00 INV(IN): 596.92 INV(OUT): 596.90 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W 66 LF 15" SOLID HDPE S = 2.9 % SAN. MANHOLE-9 RIM:592.27 SP-24 SCALE: NTS SHEET 24 OF 66