WEH Full Civil Set Submission 2 5 13 24 SITE PLANS

SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. SCALE: NTS 15 PWA Checked by 2 #5 12" OC Date MANHOLE Proj. No. 540 538 4' 0" 3500 PSI CONCRETE PWA EXISTING GRADE Designed by 540 BCA 542 Drawn by PROPOSED GRADE WETLANDS BUFFER RIPARIAN ZONE 544 Anderson Consulting Services LLC CONC. CORE OUTLET STRUCTURE AS SHOWN 'BASIN 2' OUTLET STRUCTURE 2-6 SCALE: NTS Scale 'BASIN 2' OUTLET STRUCTURE 2-5 SCALE: NTS 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 'BASIN 2' OUTLET STRUCTURE 2-4 SCALE: NTS 546 'BASIN 2' OUTLET STRUCTURE 2-3 SCALE: NTS SCALE: NTS N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON 'BASIN 2' OUTLET STRUCTURE 2-2 'BASIN 2' OUTLET STRUCTURE 2-1 MANHOLE "H =6 HEADWALL .1% 538 HEADWALL INV: 534.7 534 RIPRAP APRON SEE TABLE FOR DIMENSIONS & D50 SIZE SP-27 532 536 21" 534 INV: 534.6 RIPRAP APRON SEE TABLE FOR DIMENSIONS & D50 SIZE SP-27 4' 3" S 2 #7 @ 12" 2" 1' 3" 536 2'-3" MAX& VARIES E 8 #5 AS SHOWN #8 @ 12" OC 530 0 100 200 532 #5 @ 12" W 8" HOOK 15" OVERLAP INTO STEM 4' 0" 0+00 1+00 BASIN 2 WALL DETAIL PRELIMINARY AND FINAL SITE PLAN DP SCALE: NTS 530 528 DETENTION BASIN OUTLET #1 R Know what's below. Call before you dig. SCALE: 1" = 2' V; 1" = 20' H DETENTION BASIN OUTLET #2 SP-26 SCALE: 1" = 2' V; 1" = 20' H SHEET 26 OF 66

180° A 180° A A FLOW A FLOW A A FLOW FLOW A TOP SLAB ACCESS (SEE FRAME AND COVER DETAIL) A FLOW FLOW TOP SLAB ACCESS (SEE FRAME AND COVER DETAIL) FLOW FLOW 96" [2438] I.D. MANHOLE STRUCTURE 72" [1829] I.D. MANHOLE STRUCTURE 60" [1524] I.D. MANHOLE STRUCTURE PLAN VIEW B-B 48" [1219] I.D. MANHOLE STRUCTURE ® NOT TO SCALE www.ContechES.com ® SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 180° N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON 180° ® TOP SLAB ACCESS (SEE FRAME AND COVER DETAIL) TOP SLAB ACCESS (SEE FRAME AND COVER DETAIL) NOT TO SCALE CONTRACTOR TO GROUT TO FINISHED GRADE FRAME AND COVER (DIAMETER VARIES) NOT TO SCALE GRADE RINGS/RISERS (DIAMETER VARIES) NOT TO SCALE 2'-3" [686] B OUTLET PIPE B (5'-0" [1524]) FIBERGLASS OR POLYPROPYLENE INTERNAL COMPONENTS B PERMANENT POOL ELEVATION PERMANENT POOL ELEVATION (4'-6" [1372]) (4'-0" [1219]) FIBERGLASS OR POLYPROPYLENE INTERNAL COMPONENTS OUTLET PIPE B PERMANENT POOL ELEVATION PERMANENT POOL ELEVATION INLET PIPE OUTLET PIPE 3'-4" [1016] INLET PIPE B OUTLET PIPE INLET PIPE B B 2'-10" [864] INLET PIPE VARIES VARIES VARIES TOP OF CENTER CHAMBER (EXTENSIONS AVAILABLE AS REQUIRED) GRADE RINGS/RISERS TOP OF CENTER CHAMBER (EXTENSIONS AVAILABLE AS REQUIRED) TOP OF CENTER CHAMBER (EXTENSIONS AVAILABLE AS REQUIRED) TOP OF CENTER CHAMBER (EXTENSIONS AVAILABLE AS REQUIRED) CONTRACTOR TO GROUT TO FINISHED GRADE (DIAMETER VARIES) NOT TO SCALE GRADE RINGS/RISERS FRAME AND COVER GRADE RINGS/RISERS FRAME AND COVER CONTRACTOR TO GROUT TO FINISHED GRADE VARIES NOT TO SCALE B (DIAMETER VARIES) NOT TO SCALE PLAN VIEW B-B www.ContechES.com CONTRACTOR TO GROUT TO FINISHED GRADE FRAME AND COVER FIBERGLASS OR POLYPROPYLENE INTERNAL COMPONENTS FIBERGLASS OR POLYPROPYLENE INTERNAL COMPONENTS (6'-3" [1905]) ® NOT TO SCALE 4'-6" [1372] PLAN VIEW B-B www.ContechES.com PLAN VIEW B-B www.ContechES.com SOLIDS STORAGE SUMP SOLIDS STORAGE SUMP SOLIDS STORAGE SUMP ELEVATION A-A NOT TO SCALE NOT TO SCALE ELEVATION A-A NOT TO SCALE SCALE: NTS CASCADE SEPARATOR CS-5 CASCADE SEPARATOR CS-6 SCALE: NTS CASCADE SEPARATOR CS-8 SCALE: NTS SCALE: NTS Anderson Consulting Services LLC CASCADE SEPARATOR CS-4 VAULT LENGTH VAULT WIDTH INLET SHAPING (NOT BY CONTECH) VAULT LENGTH CLEAN OUT C B B C VAULT LENGTH VAULT

-8 SCALE: NTS SCALE: NTS Anderson Consulting Services LLC CASCADE SEPARATOR CS-4 VAULT LENGTH VAULT WIDTH INLET SHAPING (NOT BY CONTECH) VAULT LENGTH CLEAN OUT C B B C VAULT LENGTH VAULT LENGTH A VAULT LENGTH A 3'-4" (3.33') INV. TO TOP 3" MULCH LAYER, TYP. PROVIDED BY CONTECH 6"Ø UNDERDRAIN FLOWKIT PROVIDED BY CONTECH 18" FILTERRA MEDIA, TYP. PROVIDED BY CONTECH SECTION B-B SECTION C-C SECTION A-A FT-HC LONG SIDE INLET CONFIGURATION DESIGNATION AVAILABILITY FT0604-HC ALL DE, MD, NJ, PA, VA, WV ONLY N/A DE, MD, NJ, PA, VA, WV FT-HC SHORT SIDE INLET CONFIGURATION VAULT SIZE (L x W) OUTLET PIPE DIA TREE GRATE QTY & SIZE DESIGNATION AVAILABILITY 6x4 6x4 6" SDR 35 (1) 3' x 3' FT0406-HC 7.83 x 4.5 7.83 x 4.5 6" SDR 35 (1) 3' x 3' FT0408-HC ALL N/A DE, MD, NJ, PA, VA, WV DE, MD, NJ, PA, VA, WV ONLY MEDIA BAY SIZE Call before you dig. VAULT OUTLET SIZE PIPE (W x L) DIA FT-HC SQUARE INLET CONFIGURATION DESIGNATION AVAILABILITY MEDIA BAY SIZE VAULT OUTLET SIZE PIPE (W x L) DIA TREE GRATE QTY & SIZE 4x6 4x6 6" SDR 35 (1) 3' x 3' FT0404-HC ALL 4x4 4x4 6" SDR 35 (1) 3' x 3' 4x8 4x8 6" SDR 35 (1) 3' x 3' FT0606-HC ALL 6x6 6x6 6" SDR 35 (1) 3' x 3' N/A = NOT AVAILABLE 8x4 8x4 6" SDR 35 (1) 3' x 3' FT045078-HC 4.5 x 7.83 4.5 x 7.83 6" SDR 35 (1) 3' x 3' FT0806-HC ALL 8x6 8x6 6" SDR 35 (1) 4' x 4' FT0608-HC ALL 6x8 6x8 6" SDR 35 (1) 4' x 4' FT1006-HC ALL 10 x 6 10 x 6 6" SDR 35 (1) 4' x 4' FT0610-HC ALL 6 x 10 6 x 10 6" SDR 35 (1) 4' x 4' FT1206-HC ALL 12 x 6 12 x 6 6" SDR 35 (2) 4' x 4' FT0612-HC ALL 6 x 12 6 x 12 6" SDR 35 (2) 4' x 4' FT1307-HC ALL 13 x 7 13 x 7 6" SDR 35 (2) 4' x 4' FT0713-HC ALL 7 x 13 7 x 13 6" SDR 35 (2) 4' x 4' FT1408-HC CALL CONTECH 14 x 8 14 x 8 6" SDR 35 (2) 4' x 4' N/A = NOT AVAILABLE FT1509-HC CALL CONTECH 15 x 9 15 x 9 6" SDR 35 (2) 4' x 4' FT1608-HC CALL CONTECH 16 x 8 16 x 8 6" SDR 35 (2) 4' x 4' FT1808-HC CALL CONTECH 18 x 8 18 x 8 6" SDR 35 (2) 4' x 4' FT2008-HC CALL CONTECH 20 x 8 20 x 8 6" SDR 35 (3) 4' x 4' FT2208-HC CALL CONTECH 22 x 8 22 x 8 6" SDR 35 (3) 4' x 4' FILTERRA HC OFFLINE (FT-HC) SCALE: NTS Know what's below. MEDIA BAY SIZE TREE GRATE QTY & SIZE PRELIMINARY AND FINAL SITE PLAN 6" UNDERDRAIN STONE LAYER, TYP. PROVIDED BY CONTECH 3'-4" (3.33') INV. TO

RA HC OFFLINE (FT-HC) SCALE: NTS Know what's below. MEDIA BAY SIZE TREE GRATE QTY & SIZE PRELIMINARY AND FINAL SITE PLAN 6" UNDERDRAIN STONE LAYER, TYP. PROVIDED BY CONTECH 3'-4" (3.33') INV. TO TOP STREET 2"Ø IRRIGATION PORT, TYP. 3 PLACES 3'-4" (3.33') INV. TO TOP CURB AND GUTTER (NOT BY CONTECH) SEE FILTERRA STANDARD OFFLINE CURB INLET DETAIL SHEET TOP SLAB R PWA GALVANIZED ANGLE NOSING TREE FRAME AND GRATE CAST INTO TOP SLAB N/A = NOT AVAILABLE Checked by ENERGY DISSIPATION ROCKS CLEAN OUT FRAME AND COVER CAST INTO TOP SLAB FT0804-HC PWA PLANT PROVIDED BY CONTECH FT078045-HC Designed by PLAN VIEW PLAN VIEW PLAN VIEW Date CURB (NOT BY CONTECH) Proj. No. SDR 35 OUTLET COUPLING CAST INTO PRECAST VAULT WALL (OUTLET PIPE LOCATION MAY VARY) BCA CURB INLET OPENING Drawn by TREE GRATE AS SHOWN ELEVATION A-A Scale NOT TO SCALE 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com SOLIDS STORAGE SUMP ELEVATION A-A SP-27 SHEET 27 OF 66

3. INVERTS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLET. 4. BOTTOMS SHALL BE DISHED AND SLOPED TOWARD THE OUTLET. 5. FRAME SHALL BE CAMPBELL FOUNDRY PATTERN NO. 3432 WITH BICYCLE GRATE PATTERN NO. 2617, OR APPROVED EQUAL. FRAME & GRATE SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 2. PIPE TO BE CUT FLUSH WITH BASIN WALL. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON 1. INLET MAY BE CONSTRUCTED OF CONCRETE OR CONCRETE BLOCK. IF CONCRETE BLOCK IS USED, THE BOTTOM SHALL BE AS SHOWN FOR CONCRETE, AND THE OUTSIDE WALL SHALL BE PLASTERED WITH A 1/2" THICK COAT OF 1:2 CEMENT, SAND MORTAR. FULLY SET CASTING IN MORTAR COMPLETELY AROUND VARIABLE 5" IF PRECAST 6" IF CONC. BLOCK 12" IF OVER 8' DEEP CLASS "C" CONCRETE BENCH 0.8 DIA. of PIPE 2" MIN. 3/8" MORTAR JOINTS (IF CONC. BLOCK) CLASS "D" CONCRETE 8" 4'-0" INLET FOUNDATION TO BE EXTENDED 6" WHERE DEPTH EXCEEDS 8' EXCEPT IN ROCK 6" 5'-4" 8" 8" 8" 8" 6" VARIABLE CLASS "C" CONCRETE OR CONCRETE BLOCK LADDER RUNGS 18" O.C. 6" 8" 1'-10" 8" 6" 3'-2" TYPE 'A' INLET SCALE: NTS TYPE "E" INLET SCALE: NTS INLET TYPE "B" SCALE: NTS A Anderson Consulting Services LLC 45 o F B VARIES PRESSURE TREATED DOUBLE 2"x10" WETLANDS EDUCATIONAL SIGNS 10" SCALE: NTS 8" 6"x6" PRESSURE TREATED COLUMN PRECAST MANHOLE 6" G 4' 0" SCALE: NTS PLAN VIEW GROUND BCA PWA PWA Designed by Checked by D E Date C Proj. No. 42" CLASS B CONCRETE CAST IN SONOTUBE Drawn by A AS SHOWN 4' 0" 1"x6" DECKING SCREWED TO JOISTS Scale 2"x8" JOISTS 2' - 0" ON CENTER 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 4"x4" PRESSURE TREATED RAILING BOLTED WITH GALVANIZED BOLTS BOARDWALK DECK SECTION SCALE: NTS 8" 8' 0" & VARIES 4" 4" 4' 0" PRESSURE TREATED 2"x4" RAILING TOP & BOTTOM 4" 1 21 " x 1 21 " PRESSURE TREATED SPINDLES DECK SURFACE DECK RAILING DETAIL SCALE: NTS PIPE DIA. 12" 15" 18" 24" 30" 36" 48" 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

24" 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 WINGWALL WITH FOOTING SCALE: NTS R Know what's below. Call before you dig. PRELIMINARY AND FINAL SITE PLAN ELEVATION SP-28 SHEET 28 OF 66

SLAYBACK TERRA 602 Y ACCE GENC EMER 604 606 SS 608 610 612 61 2 610 608 612 61 8 61 62 0 622 0 61 6 61 4 606 606 608 61 606 0 606 60 8 60 6 604 4 C G IN 60 ILD 59 8 586 2 612 582 BU 584 600 588 59 6 2 60 59 4 59 2 590 60 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. HOWELL DRIVE 600 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON HOWELL DRIVE 602 580 D 0 IN G B 578 ROSEMONT TERRACE IL BU 61 602 8 60 0 D.1 ING ILD BU 580 60 606 602 602 582 604 602 59 59 8 BUILDING 600 59 8 8 59 6 600 59 4 B BUILDING C 59 59 59 2 584 598 6 4 59 2 592 582 59 596 2 58 6 58 0 59 59 4 59 2 594 59 59 2 598 0 59 59 6 594 4 59 8 58 592 592 6 CLUBHOUSE 590 590 584 588 6 58 580 576 582 584 4 58 580 2 592 4 578 57 58 576 BUILDING A.2 574 57 2 576 580 568 4 57 566 576 8 56 616 572 612 4 56 59 564 576 2 56 6 562 57 570 0 57 6 58 56 568 574 57 6 4 57 0 57 2 57 56 6 8 6 568 554 56 592 596 P.S. 560 590 582 56 4 582 56 2 594 56 6 4 570 572 574 560 58 582 576 56 558 586 580 578 562 4 562 562 58 582 572 570 562 564 4 598 4 564 6 8 566 56 6 56 560 558 556 55 58 568 0 56 584 586 558 588 FAIR 556 55 4 554 8 556 554 MAY 562 55 552 560 558 550 55 2 556 550 550 QTY 548 DOG PARK 554 548 8 54 546 552 546 544 Anderson Consulting Services LLC 55 2 55 2 550 0 542 544 55 55 540 54 6 550 54 8 0 540 548 546 53 4 53 2 53 534 544 544 542 538 FT LAPIS CIRCLE Know what's below. Call before you dig. UNDISTURBED / PRESERVED: 4,010,981.8 SF 92.08 Acres DISTURBED: 1,234,888.2 SF 28.35 Acres TOTAL IMPERVIOUS: 619,951.3 SF 14.23 Acres MOTOR VEHICLE SURFACE AREA: 257,012 SF 5.84 Acres Date Proj. No. PRELIMINARY AND FINAL SITE PLAN E LA N E R DRIV LU KUZIK DRIVE FOWLE RACE 4 53 BAKEL Y TER 534 BAYOWSKI ROAD 536 R PWA 538 536 540 Checked by 540 PWA 8 53 2 Designed by 540 538 53 BCA 542 53 2 5 Drawn by 536 534 42 AS SHOWN 54 6 532 4 54 Scale 546 544 542 544 546 540 542 544 546 536 546 0 538 53 WARNE R ROAD 6 8 542 8 53 54 52 8 HOLTON LANE 54 4 542 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax:

546 540 542 544 546 536 546 0 538 53 WARNE R ROAD 6 8 542 8 53 54 52 8 HOLTON LANE 54 4 542 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 8 55 600 566 556 568 572 602 574 0 8 58 57 0 57 572 576 2 0 606 604 4 57 57 56 610 608 BUILD IN 574 560 0 564 IVE 6 570 56 614 566 P.S. DR 572 0 57 BUILDING A.1 G D.2 578 586 586 590 580 578 588 594 582 596 584 582 592 594 6 59 584 586 592 58 588 590 588 586 2 57 0 590 586 58 588 0 59 6 592 594 59 580 592 588 596 570 6 0 59 0 SP-29 SHEET 29 OF 66

2 55 554 552 558 55 4 562 55 8 560 552 558 550 55 556 548 550 548 560 6 564 562 560 558 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 0 57 AS SHOWN 56 Anderson Consulting Services LLC 574 Scale PWA 562 Checked by 4 PWA 56 Designed by 574 59 6 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON 57 6 584 BCA 4 57 578 580 582 584 6 Drawn by 576 592 Date 574 58 Proj. No. 576 594 592 58 8 PRELIMINARY AND FINAL SITE PLAN 6 4 57 57 2 57 0 576 57 578 56 8 BUILDING A.2 580 6 0 59 582 584 56 586 4 588 56 586 590 6 56 2 0 588 592 57 0 59 590 592 57 572 594 560 6 59 594 6 59 596 594 57 0 4 57 2 57 556 592 56 0 590 550 590 568 566 564 DOG PARK 586 580 576 562 560 558 2 586 2 588 58 596 2 59 2 MATCHLINE SP-31 588 586 584 582 580 578 576 0 Call before you dig. 570 56 Know what's below. 556 554 550 8 54 R 556 55 6 4 57 2 57 0 57 8 56 6 56 4 56 2 56 8 55 554 59 588 .1 BUILDING A 572 MATCHLINE SP-34 556 55 4 546 546 544 SP-30 SHEET 30 OF 66

598 6 0 59 590 592 594 59 4 0 59 594 59 2 2 596 59 4 C 59 59 2 592 588 58 8 6 59 592 594 588 590 586 58 6 592 590 6 59 4 59 0 59 588 592 CLUBHOUSE 8 60 606 604 59 8 6 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 602 AS SHOWN 602 Anderson Consulting Services LLC 0 61 Scale PWA 59 Checked by 8 PWA 59 Designed by 602 BCA 4 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON 6 Drawn by C 61 Date 600 Proj. No. G IN ILD BU 600 8 622 PRELIMINARY AND FINAL SITE PLAN 598 590 596 588 594 580 0 BUILDING 59 600 582 6 602 0 584 59 602 59 6 59 59 4 2 59 590 60 61 62 59 592 6 B 59 BUILDING 588 Call before you dig. 586 Know what's below. B MATCHLINE SP-30 594 G 586 584 582 R 2 592 IN 582 D IL 584 58 2 60 BU 578 588 586 584 582 580 580 612 61 8 61 0 60 8 60 6 4 612 59 2 59 6 584 MATCHLINE SP-30 588 SP-31 SHEET 31 OF 66