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W 126 LF 15" HDPE S = 4.36% 60 W W W W 2 W ST 10 LF 8" HDPE S = 0.6 % W W W W 60 4 S W 175 LF 15" SOLID HDPE S = 1.0 % 6 S S S 59 4 S S S S S 59 2 203 LF 8" SDR-35 PVC S BCA PWA PWA Drawn by Designed by Checked by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. Anderson Consulting Services LLC SAN-MH4 S 6 56 0 2 W B-INLET (D-8) TG:589.50 (D-7) INV. IN: 585.90 INV. OUT: 576.20 W W 584 S 56 8 6 W CASCADE SEPARATOR MTD-34 19 LF 15" SOLID HDPE S = 3.42 % W 58 W S 580 578 57 8 58 8 58 W W 263 LF 8" SDR-35 PVC S = 2.00% W 2 58 S W K-16 TG:591.23 (K-15) INV. IN: 587.80 SAN-MH5 RIM:579.28 INV. IN: 574.28 INV. OUT: 574.18 W W W W SAN-MH6 RIM:593.03 S AS SHOWN S SAN-MH 10 RIM:592.27 INV. IN: 577.43 INV. OUT: 577.33 W W W 59 58 B-INLET (D-13) TG:593.00 INV. OUT: 590.00 4 0 0 59 4 W W FILTERRA MTD-10 S S 59 2 2 S 6 58 W CASCADE SEPARATOR MTD-33 W 57 594 59 6 58 S W W W S W 590 W W 31 LF 15" HDPE S = 2.89% BUILDING A.2 K-14.1 FF:602.0 TG:595.50 INV.GF:579.0 OUT: 592.50 206 LF 8" SDR-35 PVC S = 5.69% 594 S W 6 W CLUBHOUSE 57 S B-INLET (D-14) TG:593.00 INV. OUT: 590.00 W 588 W W 596 22 LF 15" HDPE S = 1.82% 592 S W POOL 586.2 57 w W 596 594 590 S W 22 LF 15" HDPE S = 1.00% STORM MANHOLE RIM: 594.0 (STORM MH)INV(IN):590.0 INV: 590.0 STORM MANHOLE RIM: 593.55 (CB-73)INV(IN):590.10 (CB-74)INV(IN):590.10 INV: 590.20 W 598 W S 596 59 S S 600 598 W W 600 132 LF 8" SDR-35 PVC S = 1.00% FF:600.1 BF:587.1 598 69 LF 15" HDPE S = 7.00% W w W 592 w 596 S W W 213 LF 8" SDR-35 PVC S = 2.00% W 598 S W B-INLET (K-14) TG:594.59 (k-14.1) INV. IN: 591.59 INV. OUT: 590.30 56 LF 12" POROUS HDPE S=0% W W SAN-MH7 RIM:599.38 INV. IN: 587.55 INV. OUT: 587.45 W W W S W 594 S W W S W w W w W S w S W S B-INLET (CB-41) TG:594.94 INV(OUT):590.05 W S 5 LF 15" SOLID HDPE S = 1.0 % STORM MH RIM: 594.96 INV: 590.0 (15" IN) INV: 590.0 (15" OUT) INV: 590.0 (12") W W W S W W S W B-INLET (CB-42) TG: 594.94 INV(OUT): 590.05 W WETLANDS EDUCATIONAL SIGN B-INLET (C-1) TG:597.50 (C-2) INV. IN: 593.20 INV. OUT: 593.10 W W W 80 LF 12" POROUS HDPE S=0% 600 598 594 596 S W 598 S W W 596 602 6 S = 1.0 % FF:618.0 GF:597.0 W 59 61 LF 15" HDPE S = 1.14% 116 LF 15" HDPE S = 1.00% S 11 LF 15" SOLID

0 W W W 80 LF 12" POROUS HDPE S=0% 600 598 594 596 S W 598 S W W 596 602 6 S = 1.0 % FF:618.0 GF:597.0 W 59 61 LF 15" HDPE S = 1.14% 116 LF 15" HDPE S = 1.00% S 11 LF 15" SOLID HDPE W 96 FILTERRA MTD-9 W S W 8 59 5 S S S PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 6" Vriprap = 3.11 CY 59 8 596 0 SAN-MH 11 RIM:596.54 INV. OUT: 581.69 W WETLANDS EDUCATIONAL SIGN D-9 TG:601.50 INV. OUT: 598.50 W CASCADE SEPARATOR MTD-31 W MANHOLE (K-MH.12) TG:599.39 (K-13) INV. IN: 588.81 INV. OUT: 588.71 W B-INLET (K-13) TG:594.63 (K-14) INV. IN: 590.08 INV. OUT: 589.98 INV: 578.5 B-INLET (C-3) TG:599.00 INV. OUT: 596.00 0 STORM MH RIM: 597.0 INV: 590.0 (12" OUT) INV: 590.0 (12" IN) W 60 W 73 LF 15" HDPE S = 3.43% 59 8 STORM MH RIM: 597.0 INV: 589.25 (IN) INV: 582.0 (OUT) 65 LF 15" HDPE S = 3.08% 60 0 107 LF 15" HDPE S = 1.03% 17 LF 12" POROUS HDPE S=0% W FF:619.0 G F: B-INLET (C-4) TG:599.50 INV. OUT: 596.50 2 60 B-INLET (K-15) TG:591.20 (C-1) INV. IN: 588.30 INV. OUT: 588.20 .0 110 LF 15" HDPE S = 2.65% 8 W ST 7 59 C BUILDING B-INLET (C-2) TG:597.00 (C-4) INV. IN: 594.00 (C-3) INV. IN: 594.00 INV. OUT: 593.90 60 2 ST 59 W ST ST ST OUTLET STRUCTURE (#11) RIM: 597.0 T' WEIR: 590.10 INV: 590.00 (15" OUT) INV: 590.00 (12" IN) 60 4 ST S ST ST ST S ST ST S ST ST COMP. W CASCADE SEPARATOR MTD-36 W ST 24 LF 15" HDPE S = 5.32% 16 LF 8" HDPE S = 2.0 % ST W D.1 ING ILD BU ST 606 ST W E-INLET TG: 607.0 INV: 605.32 ST ST W ST ST D-10 TG:603.50 (D-11) INV. IN: 597.40 (D-9) INV. IN: 597.40 INV. OUT: 597.30 Scale ST 608 STRUCTURE - (368) TG:598.40 (D-10) INV. IN: 594.40 INV. OUT: 594.30 W 31 LF 8" HDPE S = 1.0 % ST 0 MWL DEVICE MTD-5 INV(IN): 605.0 INV(OUT): 602.62 W ST ST ST 60 CO INV: 602.31 ST W ST 16 LF 8" HDPE S = 2.0 % 0 61 61 4 ST W 616 ST S 99 LF 15" HDPE S = 3.04% W ST W E-INLET TG: 611.3 INV: 609.32 ST 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com ST W ST ST S ST DROP CO INV(MAIN):602.12 INV(IN): 606.42 ST W 38 LF 15" HDPE S =0.5 % ST S IN G ST BU ILD 60 W CO INV:602.12 307 LF 15" HDPE S =0.5 % D-11 TG:603.50 (D-12) INV. IN: 600.50 INV. OUT: 600.40 W MWL DEVICE MTD-6 INV(IN):609.0 INV(OUT):606.62 W E-INLET TG: 617.0 INV:

IN G ST BU ILD 60 W CO INV:602.12 307 LF 15" HDPE S =0.5 % D-11 TG:603.50 (D-12) INV. IN: 600.50 INV. OUT: 600.40 W MWL DEVICE MTD-6 INV(IN):609.0 INV(OUT):606.62 W E-INLET TG: 617.0 INV: 615.08 612 C W MWL DEVICE MTD-7 INV(IN): 615.0 INV(OUT): 613.6 4 LF 8" HDPE S = 2.0 % 170 LF 15" HDPE 60 W 4 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. W 5 LF 8" HDPE S = 2.0 % N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 FF:618.0 GF:607.0 W 36 LF 8" HDPE S = 2.0 % 606 W DROP CO INV(IN): 613.5 INV(OUT): 601.23 618 PAUL W. ANDERSON Docusign Envelope ID: 1D90532D-13B2-4B20-B09E-14585552A3CB R Know what's below. Callbefore you dig. SP-58 SHEET 58 OF 60

1 FULL DEPTH PAVEMENT (SITE) SCALE: NTS 2 CONCRETE SIDEWALK SCALE: NTS 3 TYPE N-ECO CURB PIECE 4 SCALE: NTS STANDARD STORM PIPE TRENCH DETAIL SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON Docusign Envelope ID: 1D90532D-13B2-4B20-B09E-14585552A3CB SCALE: NTS R3'-3.375" SCALE: NTS STOP SIGN 7 PAVEMENT MARKINGS SCALE: NTS PEDESTRIAN CROSSING BCA PWA PWA Designed by Checked by DO NOT ENTER Date Proj. No. ENTER Drawn by DO NOT AS SHOWN BELGIAN BLOCK CURB Scale 6 Anderson Consulting Services LLC 5 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 1'-2" 1'-10" 8" 10" 1'-4" R2'-3.563" SCALE: NTS CURB RAMP NJDOT TYPE 1 SCALE: NTS 9 CURB RAMP NJDOT TYPE 5 SCALE: NTS 10 11 TRAFFIC SIGNAGE SCALE: NTS 12 CLEAN OUT DETAIL SCALE: NTS PRELIMINARY AND FINAL SITE PLAN 8 R7-8 12" X 18" R7-8P 10" X 12" R 7-8b 12" X 6" BREAKAWAY BASE DETAIL SP-59 SIGNAGE INSTALLATION DETAIL SCALE: NTS 13 TRASH RACK FOR ORIFICE OPENING SCALE: NTS 14 CLEAN OUT COVER (TRAFFIC AREA) 15 HANDICAP SIGN DETAIL SCALE: NTS 16 TRAFFIC SIGN INSTALLATION SCALE: NTS SHEET 59 OF 60

PRELIMINARY AND FINAL SITE PLAN 5 TYPICAL 1" SERVICE OUTSIDE METER TILE SCALE: NTS 6 TRENCH RESTORATION DETAIL SCALE: NTS SCALE: NTS 7 4 TYPICAL VALVE BOX INSTALLATION 2" BLOW-OFF INSTALLATION SCALE: NTS 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com SCALE: NTS AS SHOWN BLOW OFF ASSEMBLY DETAIL Scale 3 PWA SCALE: NTS Checked by Anderson Consulting Services LLC THRUST BLOCK SCHEDULE PWA 2 Designed by SCALE: NTS BCA TYPICAL HYDRANT INSTALLATION Drawn by 1 Date Proj. No. SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON Docusign Envelope ID: 1D90532D-13B2-4B20-B09E-14585552A3CB SP-60 SHEET 60 OF 60