WEH Full Civil Set Submission 2 5 13 24 SITE PLANS

W W 602 W GE EMER 604 W CE NCY AC 606 W SS 608 W 610 W 612 W W 61 2 W W 610 W 608 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 600 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON SLAYBACK TERRACE BMP #6 POROUS PAVEMENT WITHOUT AN UNDER-DRAIN; GREEN TECHNOLOGY HOW FOR WATER QUALITY, WATER ELL DR IVE QUANTITY, & GROUNDWATER RECHARGE. HOWELL DRIVE W 62 0 61 8 61 622 0 61 W 612 6 61 4 W 606 606 608 W 606 W 61 0 606 60 604 W 6 W W 4 59 2 590 W 60 60 w 8 W W ST W ST ST BU ST ST W D IL IN G ST W B 8 60 ST ST W ST 60 0 ST W GF:602.5 ST W 606 ST ST 602 ST W ST W LOBBY ST 582 W GD ST W ST DIN W 604 ST PACKING ROOM MAIL IL BU 602 W ST W W ST ST ST W .1 ST 602 ST 8 ST 59 59 8 59 8 ST ST COMP. 59 W 9 5 F: 6 0 2. W G 59 4 2 582 M. W W 59 0 0 S S 584 S 4 W 578 W w 57 2 S W 576 580 w w W W W W W P.S. W W 59 564 W 0 574 S W W W W W W 4 G D.2 612 564 SAN. PUMP #1 PUMP STATIONS TO BE DESIGNED AFTER INITIAL TOWN APPROVAL HAS BEEN RECEIVED W 576 W 602 S W W 570 0 W 0 57 W W W W W W W S 574 57 6 57 4 2 57 0 57 W 8 S S DR W W W 6 IVE 568 56 W W W W W 568 6 W W W 56 W W 56 W W 590 582 P.S. 560 56 4 582 56 W 2 W W W W 596 4 592 58 W 594 582 W W 586 W W w W 6 580 572 570 W 558 58 582 56 574 560 558 560 576 4 562 562 578 562 4 572 564 56 570 6 562 566 56 W w W W 598 8 4 56 58 564 554 600 W 0 56 556 6 SAN. MANHOLE 8 RIM:585.65 INV (IN): 580.00 INV(OUT):579.50 S W 6 8 55 W W 58 556 W 566 55 w 568 W 584 586 558 588 IR W W W W FF:558.5 4 FA MAY 556 55 554 562 W W 8 556 554 55 552 W W 560 FF:558.5 558 W Anderson Consulting Services LLC W W W SAN. PUMP #2 RIM:580.98 INV (IN): 576.00 INV(OUT):FORCEMAIN PUMP STATIONS TO BE DESIGNED AFTER INITIAL TOWN APPROVAL HAS BEEN RECEIVED W 550 55 2 550 BMP #7 FILTERRAS UPSTREAM GREEN TECHNOLOGY FOR WATER QUANTITY (80 % REMOVAL OF SUSPENDED SOLIDS) 548 W 554 548 W DOG PARK 8 546 W 54 552 W 546 55 55 2 BASIN 2-1 W 544 W 2 550 55 0 540 W 54 6 W 550 54 8 W BASIN 2-2 544 W 0 542 55 54 W 4 542 W BASIN 2-3 548 W W 6 53 4 53 WARNE R W PWA Checked

54 552 W 546 55 55 2 BASIN 2-1 W 544 W 2 550 55 0 540 W 54 6 W 550 54 8 W BASIN 2-2 544 W 0 542 55 54 W 4 542 W BASIN 2-3 548 W W 6 53 4 53 WARNE R W PWA Checked by W PWA 534 Designed by 546 W W W BASIN 2-5 BCA 546 544 542 546 542 W 540 W 536 546 53 2 W BASIN 2-4 53 0 W ROAD 538 W 546 542 544 544 8 53 52 8 HOLTON LANE W 540 54 8 Drawn by 550 W W 556 W 544 544 W W BASIN 2-6 W 542 W 542 53 2 540 W 536 534 2 54 W 538 W 540 W 2 8 53 53 W 538 538 W 540 Date W Proj. No. 54 6 W 532 4 54 AS SHOWN 572 Scale W 562 W W 8 W 606 604 58 W 57 568 W W 6 57 4 57 2 57 574 0 S W 2 56 572 576 57 610 608 BUILD IN W W 56 56 0 616 614 566 W 570 6 56 S S W S FF:618.0 GF:592.5 S 566 W S W 4 W S W W 57 W 8 572 W 56 S W S W 576 0 57 S S 568 572 S W A.1 BUILDING FF:597.0 GF: 577.0 W W 592 58 2 W 580 576 58 S W W 560 S S W 582 584 6 W 570 586 586 58 580 574 w 590 580 578 4 57 W W 588 594 588 S S BUILDING A.2 FF:597.0 GF: 577.0 W 0 584 W W 57 W 590 596 584 582 W W POOL 582.5 CLUBHOUSE 590 S W 578 6 592 59 586 W 576 w W W w FF:595.0 BF:582.0 592 582 w 59 6 594 592 w 592 6 580 W W w w W W 8 58 W W W S W W W w w W W 58 S W W S W W W w W BMP #5 SMALL SCALE INFILTRATION BASIN; GREEN TECHNOLOGY FOR WATER QUALITY, WATER QUANTITY, & GROUNDWATER RECHARGE CYCLONE SEPARATOR FOR PRE-TREATMENT W S W W 586 W S W 588 W S W W 0 59 S W W 594 588 590 S S W S w w 590 586 S S S S 592 594 59 6 w w 592 588 596 w 588 W W w 594 0 59 w 2 w 2 w 59 2 59 w W 59 6 W 59 4 59 598 58 58 0 W W W FF:602.5 GF:590.5 FF:618.0 GF:597.0 596 2 58 6 S W 2 W 584 59 592 S W W W 59 6 59 4 59 598 W W FF: C614.2 BUILDING GF:602.5 W W 600 W W W W ST B BUILDING 600 59 W FF:618.0 GF:606.0 W ST ST ST 59 4 580 W ST ST 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W 61 ST 578 W 0 ST 602 ROSEMONT TERRACE C W BU ILD IN G ST ST 580 602 2 W ST 582 W 584 600 586 59 W 8 588 59 6 2 60 59 4 W BMP #4 POROUS PAVEMENT WITHOUT AN UNDER-DRAIN;

W 61 ST 578 W 0 ST 602 ROSEMONT TERRACE C W BU ILD IN G ST ST 580 602 2 W ST 582 W 584 600 586 59 W 8 588 59 6 2 60 59 4 W BMP #4 POROUS PAVEMENT WITHOUT AN UNDER-DRAIN; GREEN TECHNOLOGY FOR WATER QUALITY, WATER QUANTITY, & GROUNDWATER RECHARGE. 60 612 ST W W BAKEL FT L LAPIS CIRCLE BMP #1 LARGE SCALE INFILTRATION BASIN WITH GREEN TECHNOLOGY FOR WATER QUANTITY FILTERRAS UPSTREAM OF BASIN 1 GREEN TECHNOLOGY FOR WATER QUANTITY (80 % REMOVAL OF SUSPENDED SOLIDS) R Know what's below. Call before you dig. BMP #2 SMALL SCALE INFILTRATION BASINS WITH GREEN TECHNOLOGY FOR WATER QUALITY, WATER QUANTITY, & GROUND WATER RECHARGE CYCLONE SEPARATOR FOR PRE-TREATMENT BMP #3 SMALL SCALE INFILTRATION BASINS WITH GREEN TECHNOLOGY FOR WATER QUALITY, WATER QUANTITY, & GROUND WATER RECHARGE CYCLONE SEPARATOR FOR PRE-TREATMENT 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 PRELIMINARY AND FINAL SITE PLAN E AN E R DRIV LU KUZIK DRIVE W FOWLE RACE W 4 53 Y TER W W W 534 BAYOWSKI ROAD W 536 W 536 SP-18 SHEET 18 OF 66