WEH Full Civil Set Submission 2 7 1 24

' ST 0' 6. ST ST ' .0 24 YP. T SI DE W AL K ' .0 18 YP. T ' WALL (TYP) SEE GRADING PLAN R3.0' 8' 0' 6. ' .0 24 YP. T 18.0' TYP. 5.0 CROSSWALK (TYP) ' .0 ' 0' WALL (TYP) SEE GRADING PLAN PROPOSED PERGOLA 6.5' 13.9' R15.0' BELGIAN BLOCK CURB (TYP) PROPOSED POOL WALL (TYP) SEE GRADING PLAN PROPOSED 2-PORT EV CHARGING STATION R CLUBHOUSE 9.0' CLUBHOUSE R33 BELGIAN BLOCK CURB (TYP) R3 . 16 .0' 6.0 R3 TENNIS COURTS (2) 18.0' TYP. 9.0' TYP. 0' R1 0' . R3 ' .0 15 5. R1 R1 2' 8. 0' 9.6 ' .0' 0.5' ' R1 5.0 ' R10.0' .1' R24 R4 8.1 ' R5.0' ' .0 24 24. NJDOT CURB RAMP TYPE 5 (TYP) BELGIAN BLOCK CURB (TYP) 9.0' TYP. R R6.0' 4.0 ' R15.0' ' 5.0 0' CONCRETE SIDEWALK (TYP) 24" WHITE STOP BAR (TYP) STOP SIGN R1-1 (TYP) P. TY . R3 WALL (TYP) SEE GRADING PLAN . 24 0' 9. .0' R3 0' 6. 3 R 0' R5.0' CONCRETE SIDEWALK (TYP) R14.0' 0' R3.0' R3 TY 89. ' .0 18 YP. T ' .0 . 18 YP T P. 24.0' TYP. R3 .0' 0' 9. ' 2.0 1 R . . 18 YP T R3.0' WETLAND EDUCATIONAL SIGN SEE DETAILS ON SP-28 BELGIAN BLOCK CURB (TYP) 0' ' .0 24 YP. T R4 ' R3.0 ' .0 18 YP. T 0' 24.0' 5' 6. 6. WALL (TYP) SEE GRADING PLAN RAISED BOARDWALK PLATFORM SEE DETAILS ON SP-28 R5.0' R5.0' . 18 BELGIAN BLOCK CURB (TYP) SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. .7 18 4.0 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 0' 4. PAUL W. ANDERSON MATCHLINE SP-9 MATCHLINE WALL (TYP) SEE GRADING PLAN .0 R50.0' R60.0' ' 22.0' 22 R50.0 15 .2' 4. 0' R5 0.0 4.0' LK EWA SID .0' R50.0' R20 R6-5P KEEP RIGHT & YIELD SIGN (TYP) ' 4.5 ' PEDESTRIAN CROSSING SIGN (TYP) .0' 22 CROSSWALK (TYP) WALL (TYP) SEE GRADING PLAN ' 4.8 0' 9. R8 0. 5' NJDOT CURB RAMP TYPE 1 (TYP) PEDESTRIAN CROSSING SIGN (TYP) WALL (TYP) SEE GRADING PLAN R Know what's below. Call before you dig. PWA SI MATCHLINE DE W AL K 4.0 ' MATCHLINE SP-9 BELGIAN BLOCK CURB (TYP) Checked by BELGIAN BLOCK CURB (TYP) Date Proj. No. 0' R50.0' 4.0 CONCRETE SIDEWALK (TYP) WALL (TYP) SEE GRADING PLAN 0. R5 CONCRETE SIDEWALK (TYP) 60 FT SPAN BRIDGE PRELIMINARY AND FINAL SITE PLAN 0. 0' PWA .1' R6 Designed by R60.0' DUMPSTER ENCLOSURE AREA BCA R6-5P KEEP RIGHT & YIELD SIGN (TYP) Drawn by R6-5P KEEP RIGHT & YIELD SIGN (TYP) 'BASIN 7' SEE GRADING PLAN Anderson Consulting Services LLC ' 17 WARNE R

R60.0' DUMPSTER ENCLOSURE AREA BCA R6-5P KEEP RIGHT & YIELD SIGN (TYP) Drawn by R6-5P KEEP RIGHT & YIELD SIGN (TYP) 'BASIN 7' SEE GRADING PLAN Anderson Consulting Services LLC ' 17 WARNE R ROAD ' 4. 5' CONCRETE SIDEWALK (TYP) AS SHOWN PROPOSED GAZEBO 0' K Scale SIDEWA L 4. 22.0' WALL (TYP) SEE GRADING PLAN 4.0' 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com SIDEWALK (TYP.) SP-8 SHEET 8 OF 60

' .0' 4 R6 ADA PARKING SPACES, SIGNS (TYP) 0' 24. TENNIS COURTS (2) WALL (TYP) SEE GRADING PLAN WALL (TYP) SEE GRADING PLAN R49.0' R64.0' MATCHLINE SP-10 MATCHLINE SP-10 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 9 R4 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 R5. 0' ' R5 .0 .0 WETLAND EDUCATIONAL SIGN SEE DETAILS ON SP-28 PAUL W. ANDERSON R5.0' RAISED BOARDWALK PLATFORM SEE DETAILS ON SP-28 & 58 PROPOSED PERGOLA K AL EW SID PROPOSED GAZEBO MATCHLINE SP-8 R64.0' ' 6.0 PROPOSED 2-PORT EV CHARGING STATION 0' 18. P. Y T ' NJDOT CURB RAMP TYPE 1 (TYP) R5. 0 WALL (TYP) SEE GRADING PLAN R5.0' PROPOSED POOL R5 .0 ' R5 .0 ' SIDEWALK (TYP) ING D D.2 R186.0' 18.0 ' 18.0' CONCRETE SIDEWALK (TYP) 24.0' R230. 9 TY .0' P. 0' ' 22.0 24" WHITE STOP BAR (TYP) P.S. SANITARY PUMPING STATION SEE DETAIL PWA PWA Designed by Checked by 18 .0 ' 24 STOP SIGN R1-1 (TYP) PEDESTRIAN CROSSING SIGN (TYP) (2) WALL (TYP) SEE GRADING PLAN PRELIMINARY AND FINAL SITE PLAN R205.1 ' R20 .0' Call before you dig. ' Know what's below. 4.0 R228.0' MATCHLINE SP-8 R R15.0' .0' BEGIN TRANSITION FROM 22.0' TO 24.0' ROADWAY END TRANSITION FROM 22.0' TO 24.0' ROADWAY CONCRETE PAD FOR DUMPSTER R204.0' R22 7 4.0' 4.9 ' CONCRETE SIDEWALK (TYP) DEPRESSED BELGIAN BLOCK CURB (TYP) Date CROSSWALK (TYP) NJDOT CURB RAMP TYPE 5 (TYP) Proj. No. WALL (TYP.) WALL (TYP) SEE GRADING PLAN WALL (TYP) SEE GRADING PLAN R5.0' R5.0' BCA 9.0 TY ' P. RO AD BELGIAN BLOCK CURB (TYP) 'D' 9.0 ' TY P. WALL (TYP) SEE GRADING PLAN Drawn by 60 FT SPAN BRIDGE Anderson Consulting Services LLC BLDG 24.0' BUILD R246.0' AS SHOWN .2 6.0' Scale CONCRETE SIDEWALK (TYP) WALL (TYP.) SEE GRADING PLAN 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com BELGIAN BLOCK CURB (TYP) SP-9 SHEET 9 OF 60

16.0' BELGIAN BLOCK CURB (TYP) 0.0 16.0' 0' ' 8.0 R1 R4 6. R1 ' R200.0' WALL (TYP) SEE GRADING PLAN SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. MATCHLINE N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON 16.0' CONCRETE SIDEWALK (TYP) ESS Y ACC GENC EMER BELGIAN BLOCK CURB (TYP) ' 0.7 R3 16.0' ROAD ' D' 24.0' WALL (TYP) SEE GRADING PLAN ING ' ILD BU 0.0 .0' R4 8 R1 ' .0 6 R1 GD BELGIAN BLOCK CURB (TYP) R200.0' R286.0' R5 D.1 .1 .1' ' 6.0 PWA PWA Designed by Checked by NJDOT CURB RAMP TYPE 7 (TYP) BCA 0.0' R33 Drawn by ADA PARKING SPACES, SIGNS (TYP) R2.0' PROPOSED 2-PORT EV CHARGING STATION Date 24.0 Proj. No. 18.0' TYP. AS SHOWN WALL (TYP) SEE GRADING PLAN Scale R312.0' 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com BLD 16.0' Anderson Consulting Services LLC MATCHLINE 6.0' 0' R5. ' R5.0 WETLAND EDUCATIONAL SIGN SEE DETAILS ON SP-28 R6 9 R4 .0' ' .0 4 ADA PARKING SPACES, SIGNS (TYP) 0' 24. WALL (TYP) SEE GRADING PLAN R49.0' R64.0' MATCHLINE SP-9 MATCHLINE SP-9 R5.0' PRELIMINARY AND FINAL SITE PLAN R5.0' RAISED BOARDWALK PLATFORM SEE DETAILS ON SP-28 & 58 SID K AL EW R Know what's below. Call before you dig. SP-10 SHEET 10 OF 60

W W 4 60 6 60 Y AC W GENC EMER W 8 60 CESS W 0 61 W 612 W W 61 2 W W 610 W 608 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. W 60 2 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON 600 W W 62 0 8 W 61 606 606 61 W 6 61 4 606 FF:618.0 GF:607.0 w W 618 61 2 W 4 60 60 W W 8 6 59 8 C 4 W 604 BU ST ST 612 W ST ST ST ST 606 W 606 ST D IL BU W ST ST ST W 0 61 4 W B ST 60 0 ST W GF:606.5 61 G 606 W 616 ST IN 58 0 2 W ST 582 578 60 ILD 60 2 W 60 0 584 580 576 W 586 ING 8 58 59 W 59 6 2 59 W 590 60 W 61 0 4 60 ST W ST ST 608 ST ST W W ST ST W 606 ST ST PACKING ROOM W ST W ING ILD BU LOBBY MAIL W 606 ST W W ST 606 ST ST D.1 W ST ST 60 4 ST W ST W ST W W ST 0 7. W 59 F: G 604 W 2 60 60 0 604 FF:619.0 C BUILDING 60 598 S W 8 582 FF:618.0 GF:597.0 W 588 59 W 0 W 586 W W 604 W B W W 2 W BUILDING W 60 ST ST W ST ST 4 ST COMP. 59 8 60 ST 8 59 W W 59 600 598 W S W 596 w W 59 6 8 S 584 S S 2 59 S 4 56 w S 57 8 FF:618.0 GF:594.0 W W W 0 59 4 57 W 2 57 574 S W W 6 57 S W W S S S S W 4 57 S S 56 W S S W S W S W S W W 0 58 2 w 58 2 w 6 57 BUILDING A.1 FF:602.0 GF:579.0 W W 57 580 W 4 59 S 2 58 6 58 S W W W W W W 580 578 5 0 8 W 580 S 82 FF:602.0 GF:579.0 56 8 0 59 W 588 582 BUILDING A.2 W 6 0 57 2 58 59 4 58 57 594 59 592 W S 56 6 596 W 590 584 594 596 590 S W 598 8 58 586 594 W 58 8 w 600 w 0 592 W W POOL 586.2 CLUBHOUSE 596 W 59 S W w W 594 590 2 598 W W W FF:600.1 BF:587.1 598 S W 57 4 w W W 598 596 w 57 6 W W w 59 2 w S W 588 598 S W 592 596 S W w W W w S W W 58 6 W w S W W W W W W W W W 600 594 59 W w W S S w 594 w 596 S 598 2 590 S S S S W W w 8 59 596 59 600 0 60 S W w 4 600 W 600 59 598 w w 602 594 w S S W 602 602 w 6 W W W 6 602 FF:606.0 GF:594.5 59 596 2 58 596 M. W W S W S W W W S W W LGF:582.0 W W W w 57 6 W S S S 596 57

00 W 600 59 598 w w 602 594 w S S W 602 602 w 6 W W W 6 602 FF:606.0 GF:594.5 59 596 2 58 596 M. W W S W S W W W S W W LGF:582.0 W W W w 57 6 W S S S 596 57 S 6 57 W 4 57 S S W 0 578 W W W W W W W W W W W W 57 2 W 0 58 57 W 564 0 8 2 8 6 56 56 P.S. 59 4 S 57 6 W W W 594 58 2 S 0 8 S 57 56 S 57 S 57 W W 0 56 6 W 4 8 W 58 FF:564.0 W 564 8 58 59 W W W FF:564.0 55 6 2 0 56 W 55 55 W 8 FF:563.0 6 55 4 558 W W W W DOG PARK 552 2 W W 550 550 548 546 556 55 550 542 W 554 544 W 8 54 540 538 W 550 544 W 546 W 546 546 548 W 548 0 532 55 534 W 4 54 550 6 552 W 53 552 6 54 552 548 544 W W W W 542 W 54 8 W 540 W W 538 PWA Checked by W PWA 534 W W 546 544 Designed by W W 544 546 544 BCA W 536 Drawn by 540 W W 546 W W W 542 532 540 540 W 53 2 W 544 546 546 W 544 W 8 53 53 2 W 542 8 53 538 W 540 Date 536 534 W W Proj. No. W 542 AS SHOWN W W 560 560 558 Scale W W 586 W 2 56 564 56 0 584 562 564 Anderson Consulting Services LLC w W W W W 57 2 S 56 57 57 4 568 W S 566 8 W 6 56 566 580 6 4 W 2 570 5W6 8 56 562 560 558 W 57 57 57 0 57 564 8 S W 572 2 560 57 566 w 6 S W W 582 W 576 S W 6 564 56 0 4 BUILD W W W W W S W 56 4 57 568 562 55 584 4 2 55 586 S W W S 578 W S 570 568 572 57 56 55 ING D W 574 576 W W S 570 574 8 8 57 W 4 576 2 56 588 W 8 576 578 57 564 57 6 57 57 570 566 4 W W W 6 56 572 578 578 574 56 W W 572 .2 S 578 572 8 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W W 0 57 56 W W W 536 W 536 W W W 534 W 4 53 PRELIMINARY AND FINAL SITE PLAN W UNDISTURBED / PRESERVED: 4,032,903.3 SF 92.58 Acres DISTURBED: 1,212,966.7 SF 27.85 Acres R Know what's below. Call before you dig. MOTOR VEHICLE SURFACE AREA: 257,012 SF 5.84 Acres SP-11 SHEET 11 OF 60

61 6 w W 0 + 617.0 W 60 8 60 6 59 6 2 59 8 4 C 2 W 60 0 BU ILD W 604 60 ST ST 606 W ST IN D G W 612.5 + ST GF:606.5 606.0 + ST 61 0 ST ST + 617.5 ST ST B W 606.5 + 606 + 589.1 612 W 606 ST ST IL BU 0 58 578 ST ST 580 + 579.5 576 ST 582 ST 61 4 586 584 617.5 + 616 8 + 616.5 IN G 58 59 59 + 618.5 + W 590 4 60 + 618 61 2 61 618.5 616.2+ 61 4 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 61 8 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON 62 0 ST W ST PACKING ROOM + W ST W MAIL + ST TW:605.0 BW:604.0 ST 0 . 7 9 59 8 w w W 594 S W TW: 592.0 BW: 586.0 4 58 TW: 592.0 BW: 588.0 0 59 TW: 590.0 BW: 584.0 TW: 590.0 BW: 586.0 + 589.0 58 8 W S 59 0 + 593.0 590 2 6 58 TW: 596.0 BW: 593.0 594 TW: 594.0 BW: 588.0 W 59 W Date + S 82 TW: 588.0 6 5 W 58 BW: 582.0 TW: 586.0 BW: 580.0 584 BUILDING A.2 FF:602.0 GF:579.0 CLUBHOUSE 592 S 2 598 596 596 600 w W 596 W MATCHLINE SP-13 594 W Call before you dig. W BW: 590.0 TW: 587.0 BW: 584.0 TW: 587.0 BW: 584.0 S W W 8 57 Know what's below. 594 592 590 588 580 W R + 597.9 TW: 598.0 BW: 596.0 STW: 596.0 W FF:600.1 BF:587.1 598 59 W + 596 588 W W PRELIMINARY AND FINAL SITE PLAN 6 W TW: 598.0 BW: 598.0 598 TW: 596.0 BW: 592.0 598 W w 586.1 + 599.5 + 59 W S 590 w S 58 8 598 596 W w S W w W W W W W 8 W 0 59 58 586 584 582 W 599.2 + 603.0 + W W w w W 592 W w W 594 W w W w W 600 594 592 w S S W 596 S S S S S S 598 S W W 599.2 + 8 60 2 W 599.0 + 0 S W Proj. No. 598 600 596 W W 59 596 600 0 W 594 600.5 + 60 w 600 594 w w 602 598 602 590 w 6 W W 602 59 + 59 + 602.8 + 599.0 TC: 587.5 BC: 587.0 6 59 + 601.0 602 FF:606.0 GF:594.5 + 590.0 TW: 587.0 BW: 586.0 M. W W 596 PWA + 597.9 Checked by 588 W TC:597.5 BC:597.0 PWA 586 8 59 Anderson Consulting Services LLC 60 0 + 597.9 W TW:599.0 BW:597.5 59 8 W W 0 FF:619.0 C BUILDING 604 60 Designed by W 5 F: G W W 2 + 601.9 2 W ST 60 604 B TW: 586.5 BW: 581.5 ST COMP. + 604.35 + 604.3 604 W W ST + 587.85 604.55 + 604.5 + BUILDING + 588.1 TW:604.0 BW:600.0 60 BCA W ST 60 4 ST Drawn

2 + 601.9 2 W ST 60 604 B TW: 586.5 BW: 581.5 ST COMP. + 604.35 + 604.3 604 W W ST + 587.85 604.55 + 604.5 + BUILDING + 588.1 TW:604.0 BW:600.0 60 BCA W ST 60 4 ST Drawn by ST 604.75 + 604.7 + 60 4 ST ST 588.2 + 587.9 + ST 588.3 + W ST 588.0 + 605.9 ST 589.1+ 606 617.5 ST 606.0 + AS SHOWN W W ST ST + 589.2 TW: 587.0 BW: 581.0 LOBBY Scale 606.5 + 608 ST 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 606 ST TC: 587.0 BC: 586.5 ST ST W W ST + 606 ST 580 MATCHLINE SP-13 + SP-12 SHEET 12 OF 60

596 59 6 596 S 598 594 W 592 TW: 594.0 BW: 588.0 W 590 2 S W 59 592 594 596 594 588 W 58 6 TW: 592.0 BW: 586.0 W S 4 58 59 0 590 S 82 TW: 588.0 5 58 6 BW: 582.0 W TW: 586.0 BW: 580.0 S W W W A.1 BUILDING FF:602.0 GF:579.0 W 6 57 58 2 8 57 584 580 W 58 BUILDING A.2 FF:602.0 GF:579.0 586.1 + TW: 590.0 BW: 584.0 W 8 588 582 W BW: 590.0 598 600 w 0 59 8 58 586 584 W W + TW: 598.0 BW: 596.0 STW: 596.0 590 w w w W 596 w 597.9 598 TW: 596.0 BW: 592.0 W W W w 598 596 W w W W W w S 592 W S W W w S W SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. W W w w W W 594 w w W W W 600 594 2 59 w W W S S W 596 2 S W W W S S S S S S S 598 600 0 60 W PAUL W. ANDERSON W 600.5 600 590 w 594 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 W W + 8 59 596 TC: 587.5 BC: 587.0 w 594 59 + w 602 + 590.0 TW: 587.0 BW: 586.0 602 + 599.0 0 58 57 581.0 + +575.0 57 574 W 4 S W + + 578.45 578.6 0 57 W 572 56 + 576.1 8 57 + 576.0 4 W 568 TW:571.0 BW:565.0 W W W W 564.0 W + W 2 TW:556.0 BW:552.5 W W FF:564.0 TW:556.0 BW:550.5 56 56 2 55 TW:551.0 BW:550.0 W FF:563.0 6 55 W 8 55 0 + 562.0+ TW:558.0 BW:552.0 6 562.0 + 55 4 W + 557.0 W 558 + 558.0 W W DOG PARK 552 556 2 550 548 546 W W 550 55 W W 560 + 562.0 + 556.0 558 563.5 + 562.0 + 4 PWA PWA Checked by 560 TW:558.0 BW:556.0 55 Designed by TW:562.0 BW:560.0 564.0 564 56 + 563.9 562 564 564 563.9 W + + BCA W W + 563.8 W TW:560.0 BW:554.0 TW:563.0 BW:558.0 Date 564 Proj. No. 4 + 563.5 550 MATCHLINE SP-14 + 552.5 W 6 54 MATCHLINE SP-14 544 542 540 538 552 8 54 W W 554 PRELIMINARY AND FINAL SITE PLAN W W W TW:561.0 BW:557.0 56 561.0 FF:564.0 6 TW:567.0 BW:562.0 Drawn by 566 W 55 TW:568.0 BW:563.0 TW:566.0 BW:564.0 6 + 563.0 + Call before you dig. 2 8 W TW:564.0 BW:560.0 56 557.7 558.0 + Know what's below. 56 8 562 560 558 + R 570 56 564 8 TW:572.0 BW:567.0 57 W 0 57 TW:570.0 BW:570.0 55 W w 2 560 572 57 566 w Anderson Consulting Services LLC w 564.1 564 0 4 56 6 + 56 57 562 TW:574.0 BW:569.0 W 2 AS SHOWN 57 56 Scale 570 568 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax:

ervices LLC w 564.1 564 0 4 56 6 + 56 57 562 TW:574.0 BW:569.0 W 2 AS SHOWN 57 56 Scale 570 568 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W 576 TW:572.0 BW:569.0 576 574 572 2 W 8 57 6 57 57 564 TW:573.5 BW:572.0 578 4 566 4 570 + 568.0 57 56 573.9 BC: 573.4 W 6 + 575.85 + TC: 574 + 575.7 + 578.5 572 56 8 + + 575.75 575.9 + 578.35 576 + 575.6 + 578.2 578 W + 573.0 574 2 + 578.3 548 SP-13 SHEET 13 OF 60