Site Plans

-9 3' 3.0' 2' 6" 16.4 cy B-10.1 13' 4.0' 16' 6" 3.37 cy B-10 14' 4.0' 17' 6" 2.52 cy B-10.2 11' 4.0' 15' 6" 3.58 cy PP-11 13' 4.0' 17' 6" 2.52 cy 8' 0" & VARIES 4" 1 21 " x 1 12 " PRESSURE TREATED SPINDLES DECK SURFACE A 36" 48" 48" 60" 72" 78" 84" B 30" 30" 30" 36" 36" 48" 48" DIMENSION SCHEDULE C D E F G 54" 40" 36" 22" 78" 60" 45" 37.5" 22" 92" 60" 45" 39" 22" 92" 64" 48" 42" 26" 112" 72" 54" 45" 26" 124" 78" 60" 48" 35" 144" 90" 66" 54" 35" 150" APPROX. WEIGHT 5445 LBS. 6400 LBS. 6400 LBS. 7250 LBS. 9276 LBS. 11623 LBS. 12402 LBS. SPECIAL SIZES NOT LISTED CAN BE MFG. UPON REQUEST NOTES : * ALL EXPOSED EDGES TO HAVE 1" BEVELED CORNERS * APRON BY CONTRACTOR IN FIELD * REINFORCING - NO. 4 BARS AT 12" O.C.E.W. * CONCRETE TO TEST 4000 PSI @ 28 DAYS La Wa 4' 0" PRESSURE TREATED 2"x4" RAILING TOP & BOTTOM PIPE DIA. 12" 15" 18" 24" 30" 36" 48" 3 Wo 4" 4" 2 LAYERS OF STONE (2D50) FILTER FABRIC WINGWALL WITH FOOTING SCALE: NTS X X X X X X La RIP RAP APRON / LEVEL SPREADER SCALE: NTS R Know what's below. Call before you dig. D50 DECK RAILING DETAIL SCALE: NTS PRELIMINARY AND FINAL SITE PLAN ELEVATION SP-28 SHEET 28 OF 60

Know what's below. Call before you dig. R DRIV E LAPIS CIRCLE UNDISTURBED / PRESERVED: 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 R MOTOR VEHICLE SURFACE AREA: 273,689.0 SF 6.28 Acres PWA Checked by DR IVE 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 QTY AS SHOWN PWA Designed by DOG PARK Scale BCA Drawn by FAIR P.S. Date MAY 'D' .2 ING D BUILD ROSEMONT TERRACE C BUILDING Proj. No. Y TER RACE RO AD ' ROAD 'D ING ILD BU C SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON HOWELL DRIVE PRELIMINARY AND FINAL SITE PLAN BAKEL FOWLE BAYOWSKI ROAD D.1 R ROAD ING WARNE ILD B AN E BU BUILDING TL B LU F SS G IN D IL KUZIK DRIVE Y ACCE GENC EMER BU HOLTON LANE SLAYBACK TERRA Docusign Envelope ID: 25C8EA16-B6C8-4E08-848F-6BB276A3D02B HOWELL DRIVE CLUBHOUSE BUILDING A.2 BUILDING A.1 SP-29 SHEET 29 OF 60

MATCHLINE SP-34 R Know what's below. Call before you dig. DOG PARK PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by Date Proj. No. MATCHLINE SP-33 PRELIMINARY AND FINAL SITE PLAN 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 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON Docusign Envelope ID: 25C8EA16-B6C8-4E08-848F-6BB276A3D02B MATCHLINE SP-31 BUILDING A.2 BUILDING A .1 SP-30 SHEET 30 OF 60

B Know what's below. Call before you dig. PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by 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 BUILDING CLUBHOUSE Date B R Proj. No. G IN D IL BU MATCHLINE SP-30 C BUILDING PRELIMINARY AND FINAL SITE PLAN BU ILD IN G C 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 MATCHLINE SP-30 SP-31 SHEET 31 OF 60

Know what's below. Call before you dig. D.1 R PRELIMINARY AND FINAL SITE PLAN ING ILD BU P.S. PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by Date Proj. No. 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 ROAD ' D' G D.2 BUILD IN SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON SS 'D' ACCE AD Y GENC RO EMER MATCHLINE SP-34 Docusign Envelope ID: A01D5F45-C892-47B7-A4D4-559017BC9DFD MATCHLINE MATCHLINE SP-32 SHEET 32 OF 60

MATCHLINE R Know what's below. Call before you dig. PRELIMINARY AND FINAL SITE PLAN PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by Date Proj. No. MATCHLINE SP-33 ROAD 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 WARNE R 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 MATCHLINE CLUBHOUSE SP-33 SHEET 33 OF 60

PRELIMINARY AND FINAL SITE PLAN R Know what's below. Call before you dig. PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by 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 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON DOG PARK Date MATCHLINE SP-30 Proj. No. KUZIK DRIVE Docusign Envelope ID: A01D5F45-C892-47B7-A4D4-559017BC9DFD MATCHLINE SP-30 SP-34 SHEET 34 OF 60

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.6 0.7 0.3 0.2 0.2 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.5 0.5 2.1 13' 0.8

.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.5 0.5 2.1 13' 0.8 0.4 A@ 0.4 0.7 0.6 0.3 0.1 1.7 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.6 1.3 2.0 1.7 1.1 0.7 0.6 1.6 1.8 0.5 0.3 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 0.6 0.8 1.4 2.3 2.4 1.1 0.7 1.7 1.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.7 1.8 0.9 0.7 1.5 2.6 2.4 1.4 0.7 1.0 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.3 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 1.9 0.9 0.3 0.2 0.1 0.1 0.0 0.0 A 2.3 @ 13' 0.9 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.8 0.0 0.1 0.2 0.6 2.1 0.4 1.2 0.1 0.3 0.2 0.6 0.7 1.3 1.4 0.7 A @ 13' 1.9 1.2 0.6 1.3 0.8 3.0 1.2 3.1 1.1 1.4 0.9 0.7 0.7 IN G ILD BU 0.0 ST ST ST 0.7 1.2 0.7 1.4 6.9 0.4 D @ 3.66' ST ST ST 0.6 0.0 ST ST 0.1 0.4 0.4 0.5 0.8 1.1 0.7 0.8 0.5 0.5 0.6 0.6 0.6 0.9 0.7 1.2 0.7 1.2 0.8 0.9 1.9 1.5 0.6 ST 0.7 0.0 A @ 13' 2.2 ST ST ST 0.0 0.0 0.0 0.1 B 0.0 0.0 0.1 G IN 0.0 0.0 0.0 0.6 ST 0.0 0.0 D IL BU 0.0 0.0 0.7 ST 0.0 0.7 13' 3.1 0.5 A@ D @ 3.66' ST 0.0 B2 @ 13' D @ 3.66' SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 0.0 C 0.0 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON Docusign Envelope ID:

7 13' 3.1 0.5 A@ D @ 3.66' ST 0.0 B2 @ 13' D @ 3.66' SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 0.0 C 0.0 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON Docusign Envelope ID: A01D5F45-C892-47B7-A4D4-559017BC9DFD ST 0.7 0.0 ST ST 0.0 0.0 0.1 0.1 0.2 0.2 0.7 0.6 0.8 0.2 2.2 0.7 A @ 13' 1.3 2.2 1.4 1.3 0.8 0.7 0.4 0.8 0.8 2.4 1.4 0.6 A 1.8 @ 1.513' 0.6 1.1 1.1 3.0 2.6 1.1 0.9 1.0 0.5 0.7 1.0 2.1 1.7 1.7 MAIL 0.7 1.6 0.8 2.2 1.6 0.6 0.6 0.7 0.8 0.7 0.6 0.9 1.1 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.6 1.2 0.6 0.7 1.1 ST ST A @ 13' 1.0 ST 0.7 0.7 ST ST 0.8 1.6 0.0 ST ST 0.9 0.9 0.8 ST PACKING ROOM 0.8 0.6 1.0 ST 0.9 0.6 0.3 2.4 3.0 1.2 0.7 B2 @ 13' 0.9 0.1 1.4 1.1 1.2 0.0 0.7 2.0 0.6 0.0 ST ST 2.0A @ 13' 0.0 0.0 LOBBY 2.3 0.0 0.6 1.9 1.2 A @ 13' 2.5 1.0 0.7 ST 0.0 0.0 0.2 ST 0.0 0.0 0.1 ST ST 0.7 0.5 2.2 ST ST 1.2 1.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 1.4 1.9 0.8 0.7 2.0 0.6 0.0 0.0 0.0 0.0 0.1 0.2 0.5 0.2 2.5 0.9 0.7 1.7 2.1 B A @ 13' A @ 13' 0.6 1.5 @ 1.713' 0.7 A 0.9 1.7 2.1 1.4 0.6 0.5 0.6 0.4 0.4 1.0 0.9 0.6 1.2 3.1 1.7 2.0 0.7 0.6 1.0 0.8 0.2 0.4 0.5 0.5 1.0 2.7 3.1 B22.1@0.813'0.7 2.0 1.1 0.6 0.5 0.8 0.6 0.8 1.4 1.5 1.1 0.7 0.7 1.9 A @ 13' 1.6 1.2 1.2 2.2 0.9 0.7 0.9 1.1 1.1 0.8 0.6 0.9 0.9 1.0 2.6 0.4 1.4 2.6 2.7 1.2 0.6 0.5 0.4 0.9 2.5 A @ 13' A2.3 @ 1.1 13' 0.7 0.0 0.0 0.0 0.0 0.1 0.1 0.3 1.0 1.6 0.8 0.6 0.9 1.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.9 0.7 0.5 0.8 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.7 1.1 0.6 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.7 0.8 1.6 0.7 0.2 1.5 0.8 0.7 1.5 2.1 2.6 1.5 0.9 0.6 0.3 M. B2 @ 13' 1.1 2.4 13.3 0.5 0.3 1.5 0.6 1.7 1.0 0.8 1.3 0.1 0.0 0.0 0.1 0.1 0.4 0.4 2.3 0.9 0.6 1.7 1.7 0.4 0.6 0.7 0.6 2.0 0.4 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.7 1.5 1.8 0.8 0.3 0.3 0.2 0.2 0.8 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 1.0 2.2 0.9 0.7 0.4 2.7 0.2 0.1 0.2 0.0 0.0 0.0 0.1 0.2 0.4 0.7 0.8 0.4 0.2 0.2 0.4 0.7 0.6 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.3 1.0 0.3 1.8 0.5 A @