WEH Full Civil Set Submission 2 7 1 24

Know what's below. Call before you dig. 540 W 536 534 540 544 538 53 4 53 562.0+ 562.0 + FF:563.0 + 558.0 558 DOG PARK 546 544 546 546 544 542 2 54 543.75 544 540 AS SHOWN 56 2 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON 560 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com + 562.0 Scale 544 563.5 + PWA 562.0 + Checked by FF:564.0 Anderson Consulting Services LLC 0 564.0 PWA + 557.0 + Designed by + 564 BCA W W + 563.9 Drawn by W W W W 564.0 Date W W W W + 556.0 Proj. No. W W W W W 564 564 PRELIMINARY AND FINAL SITE PLAN W 546 536 W 546 W + W W W W W 55 W W W W W 0 56 4 54 540 4 6 55 6 54 2 + 2 56 55 8 55 550 8 54 R 8 53 53 2 536 534 53 MATCHLINE SP-13 MATCHLINE SP-13 556 55 2 554 552 550 548 546 544 54 8 542 8 SP-14 SHEET 14 OF 60

BW:604.0 MATCHLINE 60 W TW:566.0 BW:564.0 TW:563.0 BW:558.0 ST ST . 7 9 2 60 W 5 F: TW:562.0 BW:560.0 G 60 0 W W W 55 TW:599.0 BW:597.5 560 TW:558.0 BW:556.0 TW:556.0 BW:550.5 2 + 601.9 0 562 TW:556.0 BW:552.5 TW:604.0 BW:600.0 60 W TW:560.0 BW:554.0 4 60 59 8 TC:597.5 BC:597.0 0 558 TW:558.0 BW:552.0 TW: 596.0 BW: 596.0 + 597.9 TW:551.0 BW:550.0 6 8 59 59 8 TW: 600.0 BW: 595.0 + 597.9 W 596 5 TW: 600.0 BW: 594.0 59 6 W 602 55 4 96 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 60 ST N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 W 564 MATCHLINE SP-16 TW:561.0 BW:557.0 PAUL W. ANDERSON 4 TW: 600.0 BW: 591.0 604.0 + 600 W TW: 588.0 BW: 588.0 599.0 599.2 + 599.2 + 599.5 + + + W 540 580 W w S 80 5 W S S + 579.82 BC: TC: 579.32 + + TC: 579.56 S BC: 579.06 S 579.3 S BC: 578.8 S S S 6 57 S TW:575.0 BW:567.0 TW:578.0 BW:576.0 W W 4 57 W W W 578 W TW:576.0 BW:572.0 578 W TW:565.0 BW:559.0 572 S 572 W 8 57 W TW:572.0 BW:565.0 AS SHOWN S W W 568 Scale PWA Checked by W TW:577.0 BW:576.0 Date S W W 532 PWA W TW:577.0 BW:571.0 576 Designed by 570 8 57 W W TW:578.0 BW:572.0 TW:573.5 BW:572.0 BCA S + 576.0 Drawn by 574 W W W 534 TW:566.0 BW:562.0 W W 573.9 BC: 573.4 W TW:572.0 BW:566.0 S TW:576.0 BW:572.0 W 536 TW:574.0 BW:566.0 W W TW:578.0 BW:576.0 TW:568.5 BW:561.0 S S TW:576.0 BW:572.0 Proj. No. W 538 581.0 + 580.08 SBC: 579.88 56 57 8 TC: + TC: 4 TW: 584.0 BW: 579.0 TW: 584.0 BW: 579.2 + 580.34 BC: 579.84 TC: w 58 2 w Anderson Consulting Services LLC 584 W TW:577.0 BW:577.0 W 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com TW: 584.0 BW: 580.0 S 6 TW: 587.0 BW: 584.0 TW: 587.0 BW: 584.0 8 58 TW: 586.0 BW: 580.0 56 2 6 580 578 BW: 582.0 W 58 TW: 586.0 BW: 580.0 + 587.0 S 82 TW: 588.0 W TW:580.0 BW:574.0 56 58 W 8 W 5 TW:586.0 BW:580.0 + 589.0 W 542 0 59 TW: 590.0 BW: 584.0 TW:586.0 BW:580.0 TW: 590.0 BW: 586.0 56 59 5 84 58 0 0 W S 6 TW: 592.0 BW: 588.0 57 TW: 592.0 BW: 586.0 8 W 6 58 2 2 59 W 2 S 544 TW:586.0 BW:576.5 + 593.0 590 TW:575.0 BW:575.0 57 594 TW: 594.0 BW: 588.0 W TW:586.0 BW:576.5 TW: 596.0 BW:

TW: 592.0 BW: 588.0 57 TW: 592.0 BW: 586.0 8 W 6 58 2 2 59 W 2 S 544 TW:586.0 BW:576.5 + 593.0 590 TW:575.0 BW:575.0 57 594 TW: 594.0 BW: 588.0 W TW:586.0 BW:576.5 TW: 596.0 BW: 593.0 59 546 592 4 S CLUBHOUSE TW: 586.0 BW: 578.0 57 W 596 POOL 586.2 6 w W 594 57 BW: 590.0 594 550 TW: 598.0 BW: 596.0 STW: 596.0 532 548 534 W + 552.5 598 588 552 6 W 590 552 w 53 W 546 592 w FF:600.1 BF:587.1 + 596 W 548 W 552.5 TW: 598.0 BW: 598.0 598 TW: 596.0 BW: 592.0 594 W + S TW: 586.0 BW: 582.0 W 540 538 W W 59 6 544 542 W 550 TW: 587.5 BW: 582.0 603.0 + W 596 594 W W 550 548 546 598 552 TW: 587.5 BW: 582.0 W W 576 4 TW:571.0 BW:564.0 W W TW:574.0 BW:568.0 W 4 W TW:572.0 BW:567.0 W 57 2 570 W W TW:570.0 BW:570.0 57 W W TW:571.0 BW:565.0 8 5W6 TW:563.0 BW:560.0 W W W TW:564.0 BW:560.0 TW:568.0 BW:563.0 TW:568.0 BW:563.0 TW:562.0 BW:558.0 566 TW:567.0 BW:562.0 W TW:566.0 BW:564.0 TW:561.0 BW:557.0 W 564 MATCHLINE SP-16 572 PRELIMINARY AND FINAL SITE PLAN S 57 W W TW:574.0 BW:569.0 TW:563.0 BW:558.0 W TW:560.0 MATCHLINE W R Know what's below. Call before you dig. SP-15 SHEET 15 OF 60

+ 597.0 596 + 602.0 W 580.2 + TW:590.0 BW:584.0 596.0 + S W TW:595.0 BW:589.0 w TW:588.0 BW:582.0 TW: 588.0 BW: 588.0 MATCHLINE SP-17 S w MATCHLINE SP-17 w SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. FF:618.0 GF:597.0 S 580.2 + 601.0 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 582 + PAUL W. ANDERSON TW:596.5 BW:590.5 W TW: 587.5 BW: 582.0 S W TW: 600.0 BW: 591.0 + 596.7 2 58 TW: 600.0 BW: 594.0 596.9 + 596.85 W MATCHLINE SP-15 TW: 600.0 BW: 595.0 + TW: 587.5 BW: 582.0 W 59 4 S TW: 586.0 BW: 582.0 W S TW:586.5 BW:580.5 W POOL 586.2 TW: 586.0 BW: 578.0 W TW:586.0 BW:576.5 TW:594.5 BW:587.5 S TW:575.0 BW:575.0 TW:586.0 BW:576.5 8 56 59 2 56 6 4 56 S + 576.00 591.0 + S S TW:584.0 BW:582.0 TW:575.0 BW:567.0 W W S W BUILD ING D .2 W TW:565.0 BW:559.0 S TW:566.0 BW:562.0 TW:580.0 BW:576.0 W TW:572.0 BW:566.0 TW:574.0 BW:566.0 0 59 TW:590.0 BW:584.0 TW:580.0 BW:576.0 W 572 588 S S + 576.00 TW:586.0 BW:580.0 W TW:580.0 BW:578.0 W W S 570 S 586 W W TW:580.0 BW:576.0 + 616.0 W 5 TW:568.5 BW:561.0 S 74 FF:618.0 GF:594.0 TW:580.0 BW:576.0 S S W W 568 W S W TW:581.0 BW:583.0 584 + 576.00 S W LGF:582.0 PWA PWA Designed by Checked by 8 2 TW:596.0 BW:588.0 582.0 W W W 57 566 57 S 6 TW:588.0 BW:582.0 W W 0 S S W 4 W W 594 58 S 0 2 TW:578.0 BW:578.0 W W 0 578 57 W W S 6 TW:584.0 BW:580.0 W W W W Call before you dig. 0 58 2 58 0 Know what's below. 57 MATCHLINE SP-15 R 57 8 57 8 56 6 56 P.S. 592 S 4 S 8 56 S 57 S 57 W 6 57 56 596 568 S + S Date 57 57 4 57 S 6 W S Proj. No. 580 W 57 584 TW:585.0 BW:585.0 586 8 58 0 59 TW:590.0 BW:584.0 + 597.0 PRELIMINARY AND FINAL SITE PLAN W 6 S Scale BCA W Drawn by W S 57 AS SHOWN W 582 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 2 TW:580.0 BW:585.0 56 W 6 57 W S TW:592.0 BW:586.0 W TW:576.0 BW:572.0 W TW:580.0 BW:576.0 Anderson Consulting Services LLC 57 0 57 2 57 4 W 57 6 W 580 578 TW:586.0 BW:580.0 TW:580.0 BW:574.0 S TW:586.0 BW:580.0 W 6 58 TW:586.0 BW:580.0 TW:593.0 BW:587.0 TW:580.0 BW:576.0 SP-16 SHEET 16 OF 60

ESS Y ACC GENC EMER + 612.50 W 61 2 W W 610 W 608 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. W MATCHLINE N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 W PAUL W. ANDERSON W 0 61 612 W 600 + W 606.7 W 610.5 + 609.5 + W 60 TW:606.0 BW:606.0 W 2 606 606 60 W 4 W TW:606.0 BW:604.2 60 6 606 W EMER W Y GENC W 8 60 FF:618.0 GF:607.0 TW:605.0 BW:604.1 W 61 SS ACCE 60 4 W 0 W W W 612 W W W W TW:602.0 BW:600.0 MATCHLINE 610 W W 608 60 BU TW:600.0 BW:597.0 + 600.0 W W ILD 609.5 + ING 606 TW:598.5 BW:593.0 W + + W S W + 601.0 FF:618.0 GF:597.0 S W 2 58 596 + 602.0 W TW:590.0 BW:584.0 596.0 + w TW:588.0 BW:582.0 S W TW:595.0 BW:589.0 w S w Know what's below. Call before you dig. PWA 59 4 S R MATCHLINE SP-16 W MATCHLINE SP-16 Checked by + 596.85 582 580.2 + PWA 596.9 + 596.7 580.2 + Designed by 597.05 + 597.0 TW:596.5 BW:590.5 BCA 597.2 + Drawn by W Proj. No. W 8 D.1 W 59 Date 606 Anderson Consulting Services LLC + W W 610.5 + PRELIMINARY AND FINAL SITE PLAN + 606.7 TW:606.0 BW:606.0 W W 0 AS SHOWN 2 Scale W W 61 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W 60 2 + 612.50 SP-17 SHEET 17 OF 60

W W 60 2 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 BMP #5 POROUS PAVEMENT WITHOUT AN UNDER-DRAIN; GREEN TECHNOLOGY FOR WATER QUALITY, WATER QUANTITY, & GROUNDWATER RECHARGE. 608 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 600 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON BMP #6 POROUS PAVEMENT WITHOUT AN UNDER-DRAIN; GREEN TECHNOLOGY FOR WATER QUALITY, WATER QUANTITY, & GROUNDWATER RECHARGE. W W BMP #12 SMALL SCALE SUB-SURFACE INFILTRATION; GREEN TECHNOLOGY FOR WATER QUALITY, WATER QUANTITY, & GROUNDWATER RECHARGE. 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 606 W ST ST ST W 0 61 4 W B ST BMP #11 POROUS PAVEMENT WITH AN UNDER-DRAIN; GREEN TECHNOLOGY FOR WATER QUALITY, WATER QUANTITY, & GROUNDWATER RECHARGE. 60 0 ST W GF:606.5 61 G 606 W 616 ST IN 58 0 ST W 606 ST D IL BU 578 2 W ST 582 576 60 ILD 60 2 W 60 0 584 580 BMP #4 POROUS PAVEMENT WITHOUT AN UNDER-DRAIN; GREEN TECHNOLOGY FOR WATER QUALITY, WATER QUANTITY, & GROUNDWATER RECHARGE. 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: 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 W B W W W BUILDING W 2 G 604 BMP #3 POROUS PAVEMENT WITHOUT AN UNDER-DRAIN; GREEN TECHNOLOGY FOR WATER QUALITY, WATER QUANTITY, & GROUNDWATER RECHARGE. 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 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 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 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 BMP #9 POROUS PAVEMENT WITH AN UNDER-DRAIN GREEN TECHNOLOGY FOR WATER QUALITY, WATER QUANTITY, & GROUNDWATER RECHARGE 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 8 57 570 574 8 588 W W 4 576 2 56 W W W 8 576 578 57 564 57 6 57 57 570 566 4 572 578 578 574 6 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 56 BMP #10 SMALL SCALE INFILTRATION BASIN; GREEN TECHNOLOGY FOR WATER QUALITY, WATER QUANTITY, & GROUNDWATER RECHARGE CYCLONE SEPARATOR FOR PRE-TREATMENT 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

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 W 536 W 536 W 4 53 W 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) BMP #2 SMALL SCALE INFILTRATION BASIN FOR WATER QUALITY, WATER QUANTITY, & GROUND WATER RECHARGE CYCLONE SEPARATOR FOR PRE-TREATMENT BMP #8 POROUS PAVEMENT WITHOUT AN UNDER-DRAIN; GREEN TECHNOLOGY FOR WATER QUALITY, WATER QUANTITY, & GROUNDWATER RECHARGE. BMP #7 SMALL SCALE INFILTRATION BASINS FOR WATER QUALITY, WATER QUANTITY, & GROUND WATER RECHARGE CYCLONE SEPARATOR FOR PRE-TREATMENT UNDISTURBED / PRESERVED: 4,032,903.3 SF 92.58 Acres DISTURBED: 1,212,966.7 SF 27.85 Acres TOTAL IMPERVIOUS: 619,951.3 SF 14.23 Acres MOTOR VEHICLE SURFACE AREA: 257,012 SF 5.84 Acres R Know what's below. Call before you dig. PRELIMINARY AND FINAL SITE PLAN W W W 534 SP-18 SHEET 18 OF 60

8 E-INLET TG: 616.8 INV: 601.0 61 6 61 4 618 61 0 8 6 59 6 2 59 8 4 C IN G FT-HC 4'x6' (TYP) ST 612 60 2 W 60 0 W 604 W ST ST 606 ST ST ST BU ST ST 606 E-INLET TG: 611.3 INV: 602.6 ST W IL ST W B 0 61 ST ST W ST 606 FT-HC 4'x6' (TYP) 608 ST ST 606 80 LF 15" HDPE S = 0.5 % ST ST W LOBBY W ST ST 606 W ST ST 260 LF 12" POROUS PACKING ROOM W W W W 8 8 59 6 59 W PWA 6 W 590 S 6 2 58 59 W S 58 0 59 4 8 W 58 8 W S 82 6 5 W 584 W S W W SAN-MH6 RIM:593.03 INV. IN: 586.13 INV. OUT: 586.03 206 LF 8" SDR-35 PVC S = 5.69% 594 W K-16 TG:591.23 (K-15) INV. IN: 587.80 INV. OUT: 586.80 CLUBHOUSE W 31 LF 15" HDPE S = 2.89% BUILDING A.2 K-14.1 FF:602.0 TG:595.50 INV.GF:579.0 OUT: 592.50 S 58 590 588 SAN-MH7 RIM:599.38 INV. IN: 587.55 INV. OUT: 587.45 B-INLET (K-14) TG:594.59 (k-14.1) INV. IN: 591.59 INV. OUT: 590.30 W 596 22 LF 15" HDPE S = 1.82% 592 59 0 258 LF 8" SDR-35 PVC S = 1.00% 594 588 22 LF 15" HDPE S = 1.00% FF:600.1 BF:587.1 598 69 LF 15" HDPE S = 7.00% S 58 w 59 W 590 w 132 LF 8" SDR-35 PVC S = 1.00% 59 2 598 596 w 596 600 594 592 596 598 594 w 8 584 136 LF 15" HDPE S = 1.43% SAN-MH8 RIM:594.86 INV. OUT: 590.13 MANHOLE (K-MH.11) TG:597.10 (K-MH.12) INV. IN: 586.65 (OCS-6) INV. IN: 594.10 INV. OUT: 586.55 S 598 598 596 W w 58 586 39 LF 6" HDPE S = 15.0% S W PROPOSED IN LINE WATER VALVE (TYP) w S W W W W W W 600 2 59 594 W W W 592 W W w w W S W w W w S W 594 W S S W w Checked by B-INLET (C-1) TG:597.50 (C-2) INV. IN: 593.20 INV. OUT: 593.10 596 S S S S S 598 2 W w PWA 598 PROPOSED IN LINE WATER VALVE 594 Proj. No. W 596 W 116 LF 15" HDPE S = 1.00% 8 W PROPOSED HYDRANT VALVE 600 61 LF 15" HDPE S = 1.14% Designed by 6 BCA W 59 598 PROPOSED HYDRANT VALVE PROPOSED IN LINE WATER VALVE 59 596 59 0 59 w 60 0 8 W W B-INLET (C-3) TG:599.00 INV. OUT: 596.00 Drawn by W W 59 B-INLET (K-13) TG:594.63 (K-14) INV. IN: 590.08 INV. OUT: 589.98 600 W W W W W 0 73 LF 15" HDPE S = 3.43% 59 60 0 W B-INLET (K-10) TG:588.86 INV. OUT: 585.86 65 LF 15" HDPE S = 3.08% 60 596 206 LF 15" HDPE S = 1.00% 6 22 LF 15" HDPE S = 1.00% 2 W B-INLET (C-4) TG:599.50 INV. OUT: 596.50 600 W W G 5 F: PROP. HYD #4 MANHOLE (K-MH.12) TG:599.39 (K-13) INV.

PE S = 3.08% 60 596 206 LF 15" HDPE S = 1.00% 6 22 LF 15" HDPE S = 1.00% 2 W B-INLET (C-4) TG:599.50 INV. OUT: 596.50 600 W W G 5 F: PROP. HYD #4 MANHOLE (K-MH.12) TG:599.39 (K-13) INV. IN: 588.81 INV. OUT: 588.71 W 582 580 8 57 Call before you dig. w 00 W B-INLET (K-15) TG:591.20 (C-1) INV. IN: 588.30 INV. OUT: 588.20 FF:619.0 C BUILDING B-INLET TG: 602.0 INV: 600.5 602 S W Know what's below. 0 30 LF 12" POROUS HDPE S = 0.1 % M. B-INLET (C-2) TG:597.00 (C-4) INV. IN: 594.00 (C-3) INV. IN: 594.00 INV. OUT: 593.90 2 PROP. HYD #3 602 602 w ST 60 FF:606.0 PROPOSED HYDRANT 594.5 GF:VALVE 590 w W R MANHOLE RIM: 602.5 INV: 600.0 604 594 MANHOLE (K-MH.8) TG:581.43 INV. IN: 577.10 INV. OUT: 577.00 MATCHLINE SP-20 604 PROP. HYD #2 113 LF 15" HDPE S = 6.53% 130 LF 15" HDPE S = 1.6% W 604 PROPOSED IN LINE WATER VALVE B-INLET (K-9) TG:588.90 (K-MH.11) INV. IN: 584.60 (K-10) INV. IN: 585.64 INV. OUT: 584.50 60 . 7 9 OUTLET STRUCTURE (#6) TG: 602.0 6" ORIFICE: 600.5 4" HDPE IN: 600.0 6" HDPE OUT: 600.0 MANHOLE RIM: 588.0 INV: 579.0 ST COMP. w OUTLET STRUCTURE (#5) TG: 589.5 6" ORIFICE: 579.5 15" HDPE IN: 579.0 15" HDPE OUT: 579.0 W ST B 588 210 LF 12" POROUS HDPE S=0% MANHOLE RIM: 602.4 INV: 600.0 28 LF 12" POROUS HDPE S = 0.0 % 586 27 LF 12" POROUS HDPE S = 0.1 % 4 ST AS SHOWN ST BUILDING B-INLET TG: 585.0 INV: 579.5 60 ST ST 67 LF 12" POROUS HDPE S = 0.0 % Scale 4 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W 60 ST Anderson Consulting Services LLC ST ST W ST Date W ST ST MANHOLE RIM: 588.0 INV: 579.0 ST IL MAHDPE S = 0.0 % 260 LF 12" POROUS HDPE S = 0.0 % E-INLET TG: 605.9 INV: 603.0 ST 5w 80 SAN-MH5 RIM:579.28 INV. IN: 574.28 INV. OUT: 574.18 PRELIMINARY AND FINAL SITE PLAN W ST ST MANHOLE RIM: 604.9 INV: 600.0 ST GF:606.5 61 4 606 G W 616 ST IN D 578 218 LF 15" HDPE S =0.5 % BU ILD 8 586 584 582 MANHOLE RIM: 605.0 INV(15" IN): 600.2 INV: 600.0 580 0 E-INLET TG: 617.0 INV: 601.5 59 58 59 58 576 FT-HC 4'x6' (TYP) 160 LF 15" HDPE S = 0.5 % W 590 60 60 W 4 PROP. HYD #6 PROPOSED HYDRANT VALVE W 61 60 87 LF 15" HDPE S = 0.5 % w 2 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 0 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W.