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X X XX X X XX X X X X 6 4X X X 57 X X X X X X X XX X X X 6 596 56 X 57 0 57 X X X X X X X X X X 566 X X X XX X X X XX X 568 X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X RO A X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 4 X 6 X X 57 X X 57 X X X X X X 8 X X X X X X X X X X X 592 P.S. 56 6 56 X X X X X X X X X X X X X X X X X X X X X X X 58 2 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 59 8 58 586 X X X X X X 562 0 584 X X X X X 58 0 X X X X X X X 57 8 X X X X 0 57 X X X X X 564 X 564 X X 8 X X X X w X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 4 X X X X 55 X X 1,211,769.7 SF 27.82 Acres X X X X X X XXX X X XXX X X X X X X X X X X X X X X XX X X X X XX X X X X X X X X X X X XXX X X XXX X X X X X X DISTURBED: X XXX X X XXX X X X X X X X X X 6 X X X X X 55 X 0 6 55 X X X X X X 56 8 55 FF:563.0 558 X X X 558 X X X X X X X X X X X X X 4,034,100.3 SF 92.61 Acres X X X X X UNDISTURBED / PRESERVED: X X X X X X X 560 PRELIMINARY AND FINAL SITE PLAN 576 578 X X X X X X X X X X X X X X X X X X X 2 X X X X X X X X X X XXX X X XXX X X X X X X X 57 X X X X 574 X X X X X 4 X X X X X 57 X X X X X 8 X X X X X INLET PROTECTION FENCING (TYP) X X X X X X X 57 X X X X X X X X 6 X X X SOIL EROSION AND SEDIMENT CONTROL PLAN - A X X X X X X LGF:582.0 582 580 57 X X X X 584 576 X Date X X X X X X X X X X X X X X X XX X X X X X X X 566 Proj. No. X X X X X X X X X X X X X X X 56 X X X X X X X X X 2 570 X X X X X SOIL COMPACTION TESTING LOCATION

X X X X X X X X X X X XX X X X X X X X 566 Proj. No. X X X X X X X X X X X X X X X 56 X X X X X X X X X 2 570 X X X X X SOIL COMPACTION TESTING LOCATION (TYP) X X X X 560 2 PWA X X X X X X X X 57 X X X X X X X X X X X X X X X 57 4 X X X X X 576 572 X 0 X X X X X X X X XX X X X XX w X X X X X 574 X X X X X X X X X X X X INLET PROTECTION FENCING (TYP) X X X X X X X X X X X X X X X X XXX X X XXX X X X X X XXX X X XXX X X X X X X X X X 2 56 Checked by 57 6 X X 568 X 56 4 PWA X X X 2 56 X X X X X X X X X X XXX X X XXX 55 Designed by X X X X X X X X X X 2 X X X X X 4 2 57 8 6 X X X X X X X 56 56 X XX X X X XX X X X X X 57 566 564 X X X X X 58 X X X X X 586 X X X 562 560 XXX X X XXX FF:564.0 BCA X X X X 570 X 564 Drawn by X X 588 X AS SHOWN X 584 X X X 59 X X X X X X X 56 58 8 X X 8 56 57 4 57 2 6 57 X X 57 X X 58 0 X X 6 X X 58 8 X X X 4 X X X X X X X X X X 59 0 X X X 59 X X X X X X X X X X 2 59 2 X 588 594 X X 576 X X X 57 564 XXX X X XXX 558 XXX X X XXX 56 4 FF:564.0 564 Anderson Consulting Services LLC X 6 XX X X XX X X 596 XX X X XX X X 600 590 XX X X XX X X 598 w XX X X XX X X w w 598 596 XX X X XX X X w w 59 X 59 X X X X X 600 X X X X X X X X X X X X X X X X X X X X X 598 X X X X X X X X X X X X X X X X X X X X X XX X X X X XX X X X X X 596 X X X X X 8 6 X X X 8 57 57 57 574 X XX X X X XX 570 X X X w X X X 578 X 4 568 X X X X X X 572 X 578 574 XXX X X XXX X X X X X X 590 X X X X X FF:618.0 GF:594.0 X X X X X X X X X X X X X X X 578 572 X X XXX X X XXX X X X w 6 0 560 X X X w 57 4 57 2 57 57 X X X X XX X X X XX X X X X X X X X X 8 X 56 6 55 8 X X X 8 57 X X 568 w X X X X 4 56 57 57 X 576 574 572 2 562 X X X X X 578 57 57 X X X X X X X X X X X X X w X X X X X X X X X 580 X 580 578 2 58 X X X X X X X 566 564 X X w X 6 0 59 4 580 572 2 X X XX X X X XX X X 58 58 A.1 BUILDING FF:602.0 GF:579.0 56 X X XX

X w X X X X X X X X X 580 X 580 578 2 58 X X X X X X X 566 564 X X w X 6 0 59 4 580 572 2 X X XX X X X XX X X 58 58 A.1 BUILDING FF:602.0 GF:579.0 56 X X XX X X XX X X X X X X X X X X X X X X X 588 582 X X X X X X X X X 594 592 6 58 X XX X X XX X X 56 4 6 X X CLUBHOUSE 594 X X X X X 596 X X X 592 580 w 570 55 w X POOL 586.2 590 BUILDING A.2 FF:602.0 GF:579.0 6 56 0 X X 594 X 56 X X FF:600.1 BF:587.1 598 4 XX 5 X 68 X XX X X X X 602 600 w 590 584 X X 592 X X X 594 w X X X XXX X X XXX 596 600 X X 598 596 2 X 594 59 X w w 0 X 598 598 0 w w 59 X X XXX X X XXX w XXX X X XXX 2 00 w X XX X X X XX X 8 58 X X X X w 6 X 8 59 596 59 60 6 X X X X 594 600 X XX X X X XX X X 586 X X X X X X XXX X X XXX w 590 w X X X X X 59 596 X X X 6 59 602 594 X X X X 602 X X X X 602 X X X X X X 596 M. FF:606.0 GF:594.5 X X X X X X FF:618.0 GF:597.0 X X X X 8 59 X 8 X X X X X 588 X X X X X X X 59 Scale X X X X X X X X X X X X X X X X X X 60 8 X X X X X 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 59 586 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X C X X B XXX X X XXX BUILDING 604 X X X X X X FF:619.0 X X X X 604 X X X X X X X X 0 X X X X X X X X 60 X X X 2 60 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X BUILDING F: G 8 X X 2 0 7. 59 604 59 X X ST 60 ST ST COMP. 4 X ST ST X ST 60 ST X X X X X X X X X X X X X X X TOTAL IMPERVIOUS: 595,540.7 SF 13.68 Acres R Know what's below. Call before you dig. MOTOR VEHICLE SURFACE AREA: 273,689.0 SF 6.28 Acres MATCHLINE SP-42 MATCHLINE SP-42 SP-41 SHEET 41 OF 60

Docusign Envelope ID: A01D5F45-C892-47B7-A4D4-559017BC9DFD X X X X X X X X X X X X X X X X X X X X XX X X XX X X 6 X X X X X X X X X X 56 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 564 X X X X X X X X X X X X X X X X X X X XX X X X X X X X XXX X X XXX X X X X X X X X X X X X X X X X X X X X X X X X XXX X X XXX X X X X XXX X X XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 550 X X X X 552 X 556 X X X X X X X X X X X X X X 548 546 X X X 550 55 2 X X X X X X X X X X X X X X X X X X X X X X X X X X X X DOG PARK X X X X X X X 55 4 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. X X X N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 X X X X X X X X X X X X XX X X X X X X PAUL W. ANDERSON X X X X X X X X X X 558 X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X 6 X X X X X X X X 544 X X X X X X X 554 X X X X X X X X X X X X 550 X X X X X X X SOIL COMPACTION TESTING LOCATION (TYP) X XX X X XX X X X X X X X X X X X X X X X X 558 55 X 0 FF:563.0 X X X X X X X X X X 560 56 2 56 X X X X X X X X 560 X 4 X 55 6 X X X X X X X X 562 X X 2 56 FF:564.0 55 X X X X 564 X XXX X X XXX 564 8 X X X 8 56 X INLET PROTECTION FENCING (TYP) X 566 X 564 X X X X X FF:564.0 X X X X X X X 55 6 55 SILT FENCE (TYP) X X X X X X X 6 X XX X X X XX X X X X X X X X X X X X 8 56 XXX X X XXX X X X 56 562 560 558 XXX X X XXX 56 4 X X X X INLET PROTECTION FENCING (TYP) X X X X 2 X X 57 570 X X 564 8 X X XXX X X XXX 55 MATCHLINE SP-41 X 0 57 XX X XX MATCHLINE SP-41 X X X X 2 X X X X X X X 8 54 X 54 540 538 X X X X X X X 552 X X X X X XXX X X XXX 550 X X X X 546 548 X X X X X 532 X X X X X X X 546 X X X X 534 X X X X X X X X X X 4 X X 546 544.5 X X 54 X X 0 6 53 X X 552 X X X 550 548 55 XXX X

550 X X X X 546 548 X X X X X 532 X X X X X X X 546 X X X X 534 X X X X X X X X X X 4 X X 546 544.5 X X 54 X X 0 6 53 X X 552 X X X 550 548 55 XXX X X XXX X 6 X 552 X 54 X 548 X X X X X 544 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 542 X X X X X X X X X X X X X X X X X X X X X X X 8 X X X X 540 X ROAD X X X X X X X X X X X X X X X X X X X X WARNER X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X KUZIK DRIVE X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 8 X X 53 X 538 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXX X X XXX X X X 536 X X X X X X X X X X X X X X X XXX X X XXX X X X X 536 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXX X X XXX X X X X X X X X X X X X X XXX X X XXX X X X X X X X X X X 4 53 X X X 534 X SOIL COMPACTION TESTING LOCATION (TYP) DRIVE 4,034,100.3 SF 92.61 Acres DISTURBED: 1,211,769.7 SF 27.82 Acres TOTAL IMPERVIOUS: 595,540.7 SF 13.68 Acres X X MOTOR VEHICLE SURFACE AREA: 273,689.0 SF 6.28 Acres X X XXX X X XXX BCA PWA PWA Drawn by Designed by Checked by Date SOIL EROSION AND SEDIMENT CONTROL PLAN - B UNDISTURBED / PRESERVED: PRELIMINARY AND FINAL SITE PLAN Proj. No. LU FT L AN E FOWLE R Anderson Consulting Services LLC STABILIZED CONSTRUCTION ENTRANCE (TYP) AS SHOWN XXX X X XXX X X X X X X X X X X X X X X X X 540 X Scale X X 540 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXX X X XXX X X XXX X X XXX XXX X X XXX X XXX X X XXX XXX X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXX X X XXX X X XXX X X XXX XXX X X XXX X XXX X X XXX XXX X X XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 8 X X X X X X X X 0 54 X X 542 X X X X 540 X X X X X X 53 544 X 544 546 546 X X X X X X X X X X X X X 2 54 X X X X 534 X X 532 X 536 X 534 X 542 532 X X X X X 544 X X X X X X 546 544 X X X X 536 X 544.5 546 X X X 546 INLET PROTECTION FENCING (TYP) X X 538 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com X X 54 SEE SHEET SP-43 FOR ADDITIONAL NOTES AND DETAILS R Know what's below. Call before you dig. SP-42 SHEET 42 OF 60

6" 8 FT. R Know what's below. Call before you dig. 6" SILT FENCE DETAIL SCALE: NTS ” ” “ SOIL EROSION AND SEDIMENT CONTROL DETAILS DUST CONTROL NOTES: PWA Checked by SOIL STOCKPILE SCALE: NTS STABILIZED CONSTRUCTION ENTRANCE 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com Anderson Consulting Services LLC ” SCALE: NTS AS SHOWN PWA Designed by SOIL EROSION & SEDIMENT CONTROL NOTES: Scale BCA Drawn by Date Proj. No. “ PRELIMINARY AND FINAL SITE PLAN SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON Docusign Envelope ID: A01D5F45-C892-47B7-A4D4-559017BC9DFD INLET SEDIMENT CONTROL DEVICE SCALE: NTS ” SP-43 SHEET 43 OF 60

Docusign Envelope ID: D1D04BF9-1B5C-42D6-BFBB-04E6737374A4 S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED D L No. 33410 . A N DE W R W 602 FE PR O W W W W W W W S W 578 8 W W W W W 578 57 W W W W W W W W W W W W 4 53 53 2 BCA PWA PWA Drawn by Designed by Checked by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. Anderson Consulting Services LLC OL PO .2 6 58 S W-7 TG:576.50 INV. OUT: 573.50 AS SHOWN W W W W S 542 OCS-8 TG:575.79 (W-7) INV. IN: 572.90 INV. OUT: 572.30 51 LF 15" HDPE S = 1.19% 263 LF 8" SDR-35 PVC S = 2.00% Scale W W 0 W 576 540 45 LF 15" HDPE S = 4.56% 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W W 57 S N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 W 0.1 60 1 FF: 587. : BF W 578 574 PAUL W. ANDERSON 0 w W SAN-MH5 RIM:579.28 INV. IN: 574.28 INV. OUT: 574.18 57 4 572 22 LF 15" HDPE S = 1.00% 60 w 576 588 S STA 4 5w S80 S 168 LF 15" HDPE S = 3.55% 2 57 8 W-5.1 TG:568.45 INV. OUT: 565.45 206 LF 8" SDR-35 PVC S = 5.69% 590 Y SE ON PAU T L 57 592 IN EER 598 6 4 59 58 0 W-6 TG:573.60 (K-MH.17) INV. IN: 570.24 (OCS-8) INV. IN: 570.24578 INV. OUT: 570.14 C-3 TG:599.00 INV. OUT: 596.00 598 59 K-MH.17 RIM:580.30 (K-16) INV. IN: 576.30 INV. OUT: 576.20 81 LF 15" HDPE S = 7.35% 56 566 564 562 560 558 550 548 546 544 53 6 W-9 TG:529.80 INV. OUT: 528.40 OCS-7 TG:533.63 INV. OUT: 531.00 CASCADE SEPARATOR TG:534.00 (W-1) INV. IN: 532.20 INV. OUT: 532.12 22 LF 15" HDPE S = 1.08% W-4.1 TG:558.76 INV. OUT: 555.76 538 33 LF 15" HDPE S = 0.61%17 LF 15" HDPE S = 0.60% 556 0 4 2 53 W-1 TG:535.00 (W-2) INV. IN: 532.60 INV. OUT: 532.50 34 LF 24" HDPE S = 0.87% 12 LF 24" HDPE S = 1.01% INV: 532.00 150 LF 15" HDPE S = 1.80% 554 552 550 548 546 544 542 54 8 53 6 53 53 17 LF 15" HDPE S = 0.60% 22 LF 15" HDPE S = 1.00% 598 2 546 22 LF 18" HDPE S = 1.00% W-MH.2 RIM:530.00 (OCS-7) INV. IN: 528.30 (W-9) INV. IN: 528.30 (W-8) INV. IN: 528.30 INV. OUT: 528.20 58 W 135 LF 15" HDPE S = 7.29% 550 W-3.1 TG:546.33 INV. OUT: 543.33 596 592 582 W-5 TG:568.67 (W-6) INV. IN: 564.18 (W-5.1) INV. IN: 565.23 INV. OUT: 564.08 548 W-2 TG:535.00 (W-3) INV. IN: 532.92 INV. OUT: 532.82 INV. OUT: 603.00 65 LF 15" HDPE S =

UT: 543.33 596 592 582 W-5 TG:568.67 (W-6) INV. IN: 564.18 (W-5.1) INV. IN: 565.23 INV. OUT: 564.08 548 W-2 TG:535.00 (W-3) INV. IN: 532.92 INV. OUT: 532.82 INV. OUT: 603.00 65 LF 15" HDPE S = 3.08% S 165 LF 15" HDPE S = 7.32% 0 59 W-4 TG:558.52 (W-5) INV. IN: 554.22 (W-4.1) INV. IN: 555.52 INV. OUT: 554.12 552 153 LF 15" HDPE S = 5.88% 584 TG:597.50 (C-2) INV. IN: 593.20 INV. OUT: 593.10 W W-3 TG:546.31 (W-4) INV. IN: 542.02 (W-3.1) INV. IN: 543.11 INV. OUT: 541.92 594 552 W-8 TG:529.80 INV. OUT: 528.40 586 140 LF 15" HDPE S = 7.50%584 PROFILE - WARNER ROAD R Know what's below. Callbefore you dig. SCALE: 1"= 50' HORIZ. 1"= 5' VERT. SP-44 SHEET 44 OF 60

A-MH.1 TG:560.44 (A-1.1) INV. IN: 553.42 (OCS-3) INV. IN: 556.40 INV. OUT: 556.30 564 S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED D L No. 33410 . A N DE W R N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 56 2 22 LF 15" HDPE S = 1.08% 560 W-4.1 TG:558.76 INV. OUT: 555.76 558 55 6 FF:563.0 165 LF 15" HDPE S = 7.32% 55 4 W 552 556 550 548 PWA PWA Designed by Checked by AS SHOWN BCA Drawn by Date Proj. No. PRELIMINARY AND FINAL SITE PLAN Scale 155 LF 24" HDPE Anderson Consulting Services LLC K-4 TG:553.34 (A-7) INV. IN: 550.34 INV. OUT: 549.04 W 6 55 W 562 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W W 574 576 578 W W W W W W PAUL W. ANDERSON 58 2 574 W W W W W w W w W W STA W PAU T L W 45 LF 15" HDPE S = 4.56% 8 55 550 55 2 W 36 LF 15" HDPE S = 3.07% 558 94 LF 36" HDPE S = 5.03% 2 57 56 0 2 W-4 TG:558.52 (W-5) INV. IN: 554.22 (W-4.1) INV. IN: 555.52 INV. OUT: 554.12 W 560 56 OCS-8 TG:575.79 (W-7) INV. IN: 572.90 INV. OUT: 572.30 8 56 FF:564.0 55 4 W-7 TG:576.50 INV. OUT: 573.50 51 LF 15" HDPE S = 1.19% 576 564 A-1.1 TG:561.76 (A-1) INV. IN: 554.64 (OVERFLOW) INV. IN: 554.64 INV. OUT: 554.54 W 2 56 114 LF 15" HDPE S = 3.05% FE PR O W 46 LF 15" HDPE S = 1.01% 564 22 LF 15" HDPE S = 1.00% K-3 TG:553.34 (K-MH.5) INV. IN: 548.82 (K-4) INV. IN: 548.82 INV. OUT: 548.72 4 S S = 1.00% W-5.1 TG:568.45 INV. OUT: 565.45 566 W 564 57 196 LF 8" SDR-35 PVC S = 2.00% Y SE ON 22 LF 15" HDPE W 135 LF 15" HDPE S = 7.29% A-1 TG:563.10 (A-2) INV. IN: 559.50 (A-4)5 INV. IN: 555.20 64 INV. OUT: 555.10 6 56 6 163 LF 15" HDPE S = 2.95% 89 LF 15" HDPE S = 1.87% 46 LF 15" HDPE S = 4.86% FF:564.0 572 570 0 57 562 560 558 55 W 2 81 LF 15" HDPE S = 7.35% 8 56 8 W W-5 TG:568.67 (W-6) INV. IN: 564.18 (W-5.1) INV. IN: 565.23 INV. OUT: 564.08 187 LF 15" HDPE S = 4.39% 564 55 24 LF 15" HDPE S = 1.02% A-7 TG:557.55 (A-6) INV. IN: 553.93 INV. OUT: 553.83 W 143 LF 15" HDPE S = 1.54% 57 560 566 A-4 TG:559.87 INV. OUT: 556.87 8 57 6 w 4 A-2 TG:572.07 (OCS-4) INV. IN: 567.80 INV. OUT: 567.70 56 564 56 0 W 562 K-MH.5 RIM:558.53 (K-6) INV. IN: 553.74 INV. OUT: 553.64 A-6 TG:557.28 (A-5) INV. IN: 554.28 INV. OUT: