WEH Full Civil Set Submission 2 7 1 24

X XX 570 X X X X X X 578 X 4 568 X X X 572 X 578 574 XXX X X XXX 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 X X X X X X 8 w 6 0 560 X X X w 57 4 57 2 57 57 X X X X 4 56 57 X 56 6 55 8 X X X 8 57 X 568 w X X X X X X X X X X X w X X X X X X 580 578 2 58 57 X 576 574 572 2 562 X X X X X 578 57 57 X X X 6 0 59 X X X XX X X X XX X w X 580 X X X 566 564 X X X 58 4 580 572 2 X X X X X X X X X X X X XX X X XX X X X CLUBHOUSE 58 A.1 BUILDING FF:602.0 GF:579.0 56 X X X X X 588 582 X X X X X X X X 594 592 6 58 X X X X X X 596 X X 594 X XX X X XX X X 56 4 6 w X 592 580 w 570 55 X X X X POOL 586.2 590 BUILDING A.2 FF:602.0 GF:579.0 6 56 0 X X 594 X 56 2 X FF:600.1 BF:587.1 598 4 XX 5 X 68 X XX X X 58 X 602 w 590 584 X X X 600 X X X X 592 w X X 594 600 X X X X 598 596 2 X 594 59 X 0 X w w XXX X X XXX 596 0 w w 59 X X 598 2 00 w X XX X X X XX X 8 58 X X X X X 8 59 596 59 60 6 w 6 594 600 590 w X X 598 w XXX X X XXX 594 w 602 X X X 59 XXX X X XXX 602 X X X X X X 602 X XX X X X XX X 596 X X 6 59 XXX X X XXX FF:606.0 GF:594.5 586 X X X X X X 596 X X X X X 5 M. FF:618.0 GF:597.0 X X X X X X 98 X X X X X X X X X X 582 X X X X X X X 8 X X X X X 588 X X 59 X X X X X X X X Anderson Consulting Services LLC X X X Scale X X X X X 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 X X X X X X X X X 586 X X X X X X X 59 X X X X X 604 X X X B 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 586 X X X X X X X 59 X X X X X 604 X X X B XXX X X XXX C BUILDING 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 BUILDING F: G X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ST 2 0 7. 59 X X X 4 60 ST ST COMP. 8 X ST ST 604 59 X ST 60 ST X X X 578 X X X X 60 0 XXX X X XXX X X X X X X 0 61 ST ST 606 X X X B X ST ST 606 X X X X X ST GF:606.5 X X X G IN X ST X D X ST 606 X X X X 0 58 X XX X X X XX X X X ST X X IL BU X ST X X ST X X ST 606 2 X X X X ST ST X X 60 X X X X X X X ST ST X 576 X X X ST 582 580 X X 584 X X X X 586 X XXX X X XXX X X X 4 59 8 X 58 X 8 X X X 590 X X X X X X X X X X X 8 X 2 59 60 6 X 60 X 60 X X 4 X X X MATCHLINE SP-42 SP-41 SHEET 41 OF 60

X X X X X X X X X X X X X X X X XX 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 X X X X X X X X X 6 X X X X X X X 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 XX 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 X 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 XXX X X XXX X X X X X X X X 55 4 X X X X X X X X X X X X X 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 X X X X X X X X X X X X X X X X X X X X 55 2 X X X 550 550 548 546 X X X X X 552 X 556 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 550 X X X X X 544 X X X X X 554 X X X X 558 X X X X X 0 FF:563.0 X X X X X 6 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. X X 56 X N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 X X X X X X 558 55 X 56 X X X 540 538 X X X 8 54 X X X X X X SOIL COMPACTION TESTING LOCATION (TYP) X X X X X X X X X XX X X X X X X X X X X 560 56 2 X X X X X X 560 X 4 X 55 6 X X PAUL W. ANDERSON X X X X X X X 2 56 FF:564.0 55 X X X X X X XXX X X XXX 564 8 X X X X X X 562 X 564 55 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 564 X X FF:564.0 X X X X X X 55 6 X X X X XX X X XX X X X X X X X X X X 566 X X 8 56 X INLET PROTECTION FENCING (TYP) X X X X X X X X X X X X X X X X X X X X X X 6 X XX X X X XX X X X X X 8 56 XXX X X XXX SILT FENCE (TYP) 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 X X X X 550 X X X X 546 548 X X X X X X X X 532 X X X X X X X X 546 X X X 546 544 534 X X X X X 4 X X 0 X 552 X X X 54 X X 548 55 X 6 53 X X X XXX X X XXX X X X X 550 XXX X

548 X X X X X X X X 532 X X X X X X X X 546 X X X 546 544 534 X X X X X 4 X X 0 X 552 X X X 54 X X 548 55 X 6 53 X X X XXX X X XXX X X X X 550 XXX X X XXX X 6 X 552 X 548 X 54 X 552 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 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 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 X X X X 8 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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 4,032,903.3 SF 92.58 Acres DISTURBED: 1,212,966.7 SF 27.85 Acres X X MOTOR VEHICLE SURFACE AREA: 257,012 SF 5.84 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 X X X X X X X X X X X X X X X X X X X X 53 538 X X X X 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 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 XXX X X XXX X XXX X X XXX X XXX X X XXX XXX 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 X X X X X X X X X X X X X X X X XXX X X XXX X XXX X X XXX X XXX X X XXX XXX X X XXX X X X X X X X X X X X 53 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 540 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 X 0 54 X X 542 X X X X 540 X X X X X 2 54 X 544 53 2 532 X X 53 534 X X 536 534 X 546 X X 546 544 X 542 544 X X X 544 546 544 546 X X X X X X X X X X X X X X X X X 536 X X INLET PROTECTION FENCING (TYP) X X X 546 538 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-42 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 INLET SEDIMENT CONTROL DEVICE SCALE: NTS ” SP-43 SHEET 43 OF 60 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON

S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED D S L No. 33410 . A N DE W R N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 W 602 0.1 60 1 FF: 587. : BF S FE PR O W W W W W W W W W W W W 0 W S 53 6 W W W 57 W 576 51 LF 15" HDPE S = 1.19% 578 OCS-8 TG:575.79 (W-7) INV. IN: 572.90 INV. OUT: 572.30 263 LF 8" SDR-35 PVC S = 2.00% W W W W 574 PAUL W. ANDERSON W w W 578 572 550 548 546 544 542 540 538 S 4 53 W 45 LF 15" HDPE S = 4.56% 0 w W SAN-MH5 RIM:579.28 INV. IN: 574.28 INV. OUT: 574.18 W-7 TG:576.50 INV. OUT: 573.50 57 4 W W W W 8 22 LF 15" HDPE S = 1.00% 60 5w S 588 576 8 168 LF 15" HDPE S = 3.55% 2 57 56 566 564 562 560 558 53 W-5.1 TG:568.45 INV. OUT: 565.45 206 LF 8" SDR-35 PVC S = 5.69% 590 Y SE ON STA 4 592 PAU T L 57 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 81 LF 15" HDPE S = 7.35% 59 K-MH.17 TG:580.30 (K-16) INV. IN: 576.30 INV. OUT: 576.20 W-5 TG:568.67 (W-6) INV. IN: 564.18 (W-5.1) INV. IN: 565.23 INV. OUT: 564.08 W 135 LF 15" HDPE S = 7.29% C-3 TG:599.00 INV. OUT: 596.00 598 2 IN EER 598 592 0 59 58 22 LF 15" HDPE S = 1.08% W-4.1 TG:558.76 INV. OUT: 555.76 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% 578 57 W 53 2 W W W W W W W 8 INV: 532.00 W-MH.1 OCS-7 114 LF 15" HDPE TG:530.80 TG:533.63 (OCS-7) INV. IN: 529.00 S = 1.75% INV. OUT: 531.00 INV. OUT: 528.90 CASCADE SEPARATOR 36 LF 15" HDPE TG:534.00 S = 1.68% (W-1) INV. IN: 532.20 W-9 INV. OUT: 532.12 TG:529.80 INV. OUT: 528.40 556 554 550 548 546 544 542 0 22 LF 15" HDPE S = 1.00% W-3.1 TG:546.33 INV. OUT: 543.33 6 53 4 2 53 33 LF 15" HDPE S = 0.61%17 LF 15" HDPE S = 0.60% 53 17 LF 15" HDPE S = 0.60% 54 22 LF 18" HDPE S = 1.00% 552 W-2 TG:535.00 (W-3) INV. IN: 532.92 INV. OUT: 532.82 W-8 TG:529.80 INV. OUT: 528.40 W-MH.2 TG:530.00 (W-MH.1) INV. IN: 528.30 (W-9) INV. IN: 528.30 (W-8) INV. IN: 528.30 INV. OUT: 528.20 153 LF 15" HDPE S = 5.88% 582 S80 546 INV. OUT: 603.00 65 LF 15" HDPE S = 3.08% S 550 548 W-3 TG:546.31 (W-4) INV. IN: 542.02 (W-3.1) INV. IN: 543.11 INV. OUT: 541.92 598 584 TG:597.50 (C-2) INV. IN: 593.20 INV. OUT: 593.10 W 552 W-4 TG:558.52 (W-5) INV. IN: 554.22 (W-4.1) INV. IN: 555.52 INV. OUT:

W-4) INV. IN: 542.02 (W-3.1) INV. IN: 543.11 INV. OUT: 541.92 598 584 TG:597.50 (C-2) INV. IN: 593.20 INV. OUT: 593.10 W 552 W-4 TG:558.52 (W-5) INV. IN: 554.22 (W-4.1) INV. IN: 555.52 INV. OUT: 554.12 165 LF 15" HDPE S = 7.32% 594 552 596 586 140 LF 15" HDPE S = 7.50%584 AS SHOWN PWA Checked by Scale PWA Designed by 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com BCA Drawn by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. Anderson Consulting Services LLC OL PO .2 6 58 S PROFILE - WARNER ROAD R Know what's below. Callbefore you dig. SCALE: 1"= 50' HORIZ. 1"= 5' VERT. SP-44 SHEET 44 OF 60

S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED D L No. 33410 . A N DE W R 56 2 N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 574 576 578 A-MH.1 TG:560.44 (A-1.1) INV. IN: 553.42 (OCS-3) INV. IN: 556.40 INV. OUT: 556.30 564 562 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 550 548 550 BCA PWA PWA Drawn by Designed by Checked by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. AS SHOWN 552 Scale 133 LF 15" HDPE S = 9.26% 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 556 Anderson Consulting Services LLC K-4 TG:553.34 (A-7) INV. IN: 550.34 INV. OUT: 549.04 W 6 55 W W W W W W W W W W W W w W w W W PAUL W. ANDERSON 584 58 2 574 W W W W STA W W PAU T L W 2 57 36 LF 15" HDPE S = 3.07% 558 55 2 45 LF 15" HDPE S = 4.56% 8 55 106 LF 24" HDPE S = 4.46% 56 0 W-4 TG:558.52 (W-5) INV. IN: 554.22 (W-4.1) INV. IN: 555.52 INV. OUT: 554.12 W 560 2 4 8 56 FF:564.0 56 57 564 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% 55 4 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: 548.72 576 S S = 1.00% W-5.1 TG:568.45 INV. OUT: 565.45 566 W 564 OCS-8 TG:575.79 (W-7) INV. IN: 572.90 INV. OUT: 572.30 196 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 56 163 LF 15" HDPE S = 2.95% 89 LF 15" HDPE S = 1.87% 46 LF 15" HDPE S = 4.86% FF:564.0 6 W 2 0 57 8 56 562 560 558 55 51 LF 15" HDPE S = 1.19% 572 570 W-581 LF 15" HDPE S = 7.35% 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 8 8 57 143 LF 15" HDPE S = 1.54% 57 560 566 A-4 TG:559.87 INV. OUT: 556.87 w 55 24 LF 15" HDPE S = 1.02% A-7 TG:557.55 (A-6) INV. IN: 553.93 INV. OUT: 553.83 W 6 564 56 0 4 A-2 TG:572.07 (OCS-4) INV. IN: 567.80 INV. OUT: 567.70 56 A-5 TG:559.50 INV. OUT: 556.50 W 562 K-MH.5 TG: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:

-2 TG:572.07 (OCS-4) INV. IN: 567.80 INV. OUT: 567.70 56 A-5 TG:559.50 INV. OUT: 556.50 W 562 K-MH.5 TG: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: 554.18 OCS-4 TG:579.06 (A-E) INV. IN: 572.50 INV. OUT: 570.00 576 4 57 568 2 234 LF 15" HDPE S = 0.00% W 56 W 574 570 57 W-7 TG:576.50 INV. OUT: 573.50 168 LF 15" HDPE S = 3.55% 8 6 576 574 572 2 568 564 572 578 578 W-6 TG:573.60 (K-MH.17) INV. IN: 570.24 (OCS-8) INV. IN: 570.24 INV. OUT: 570.14 578 4 57 4 W 57 57 57 4 6 57 57 W 6 56 4 56 578 56 570 W W K-MH.17 TG:580.30 (K-16) INV. IN: 576.30 INV. OUT: 576.20 572 30 LF 15" HDPE S = 9.03% 566LF 15" HDPE 22 S = 1.00% 8 w 58 572 K-7.1 TG:570.25 INV. OUT: 567.25 56 8 140 LF 15" HDPE S = 6.75% 57 0 FF:602.0 GF:579.0 RIM:574.63 INV. IN: 568.93 INV. OUT: 568.83 IN EER 5w 80 w A-E TG:573.50 INV. OUT: 572.50 2 57 0 57 K-6 TG:567.49 (K-MH.8) INV. IN: 563.21 (K-7) INV. IN: 564.18 INV. OUT: 563.21 S = 7.50% W 4 57 K-7 TG:567.50 (K-7.1) INV. IN: 564.50 INV. OUT: 564.40 TG:591.23 (K-15) INV. IN: 587.80 INV. OUT: 586.80 W 8 57 6 57 158 LF 15" HDPE S = 8.72% GF:579.0 W PROFILE - BUILDING A ACCESS & PARKING ROAD R Know what's below. Callbefore you dig. SCALE: 1"= 50' HORIZ. 1"= 5' VERT. SP-45 SHEET 45 OF 60