Site Plans

Know what's below. Call before you dig. 540 536 534 544 540 544 538 53 4 53 560 56 2 562.0+ 562.0 + FF:563.0 + 558.0 558 DOG PARK 546 544.5 546 546 544 542 2 54 543.75 540 AS SHOWN + 562.0 Scale 0 563.5 + 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 562.0 + PWA FF:564.0 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON 564.0 Checked by + 557.0 564.0 Anderson Consulting Services LLC + + PWA + 556.0 564 Designed by + 563.9 BCA W 564.0 Drawn by W W W 564 564 Date W W W W + Proj. No. W W W W W MATCHLINE SP-13 PRELIMINARY AND FINAL SITE PLAN W 546 536 W 546 W W 544 W 8 53 R 536 534 532 W W W W 55 W W W 4 54 W W 0 56 6 54 + W 4 6 55 W + 2 56 55 8 55 550 8 54 540 Docusign Envelope ID: 8614BAE7-C2B8-4BA3-92D4-6CA634514E06 MATCHLINE SP-13 556 55 2 554 552 550 548 546 544.5 54 8 542 8 SP-14 SHEET 14 OF 60

Docusign Envelope ID: 8614BAE7-C2B8-4BA3-92D4-6CA634514E06 BW:604.0 MATCHLINE 60 W TW:566.0 BW:564.0 TW:563.0 BW:558.0 ST ST . 7 9 TW:604.0 BW:600.0 2 60 W 5 F: TW:562.0 BW:560.0 G 60 0 W W W 55 TW:602.0 BW:599.5 560 TW:558.0 BW:556.0 TW:556.0 BW:550.5 2 + 601.9 0 562 TW:556.0 BW:552.5 TW:604.5 BW:599.6 60 W TW:560.0 BW:554.0 4 60 59 8 0 558 TW:558.0 BW:552.0 TW:602.0 BW:598.3 + 597.9 TW:551.0 BW:550.0 6 8 59 59 8 TW: 600.0 BW: 595.0 + 597.9 W 596 5 TC:601.0 BC:600.5 96 TW: 600.0 BW: 594.0 59 6 W 602 55 4 TW: 596.0 BW: 596.0 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 + TC:601.0 BC:600.5 600 TW: 587.0 BW: 584.0 TW: 587.0 BW: 584.0 TW: 584.0 BW: 580.0 580 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 8 + W 540 0 TW:577.0 BW:577.0 W Anderson Consulting Services LLC 584 W S 6 W TW: 586.0 BW: 580.0 56 BW: 582.0 56 2 W 580 578 56 6 5 + 587.0 57 S 82 TW: 588.0 58 TW: 586.0 BW: 580.0 + 587.0 2 58 W 8 W 58 + 587.1 TW:580.0 BW:574.0 57 + 589.0 TW:586.0 BW:580.0 4 0 59 TW: 590.0 BW: 584.0 TW:586.0 BW:580.0 W 542 + 587.1 57 59 5 84 6 58 8 0 W S TW:586.0 BW:576.5 TW: 592.0 BW: 588.0 TW: 590.0 BW: 586.0 TW:575.0 BW:575.0 57 TW: 592.0 BW: 586.0 2 2 W 6 58 TW: 586.0 BW: 578.0 TW:586.0 BW:576.5 + 587.1 + 593.0 590 59 552 546 59 W + 587.1 TW: 596.0 BW: 593.0 594 S 544 CLUBHOUSE 592 TW: 594.0 BW:

.0 57 TW: 592.0 BW: 586.0 2 2 W 6 58 TW: 586.0 BW: 578.0 TW:586.0 BW:576.5 + 587.1 + 593.0 590 59 552 546 59 W + 587.1 TW: 596.0 BW: 593.0 594 S 544 CLUBHOUSE 592 TW: 594.0 BW: 588.0 W POOL 586.2 6 59 6 S 594 532 W 596 588 w W 594 590 552 550 534 W 548 BW: 590.0 587.1 + W 6 W 598 TW: 598.0 BW: 596.0 STW: 596.0 FF:600.1 BF:587.1 W w 53 W + 552.5 592 w 546 599.4 + 596 W 548 598 TW: 596.0 BW: 592.0 594 S TW: 586.0 BW: 582.0 599.4 599.1 + + + +599.9 + 599.3 599.6 2 W W W 552.5 54 540 TW: 587.5 BW: 582.0 + W 596 600.0 TW: 598.0 BW: 598.0 TW: 588.0 BW: 588.0 DC:600.2 544 538 + 599.2 + 598.9 + TC:601.0 BC:600.5 W 550 594 TC:599.5 BC:599.0 W W 548 546 598 550 TW: 587.5 BW: 582.0 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W 552 TC:600.7 BC:600.2 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

Docusign Envelope ID: 25C8EA16-B6C8-4E08-848F-6BB276A3D02B + 597.0 601.0 + + 596.9 FF:618.0 GF:597.0 596.5 + S 596 + 602.0 TW:590.0 BW:584.0 TW:596.5 BW:590.5 596.0 + TC:596.0 BC:595.5 S TW:595.0 BW:589.0 w TW:588.0 BW:582.0 S w TW: 588.0 BW: 588.0 w SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. + N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 + 597.0 PAUL W. ANDERSON S W TW: 587.5 BW: 582.0 TC:597.2 BC:596.7 W TW: 600.0 BW: 591.0 578.0 W TW: 600.0 BW: 594.0 + 596.7 W TW: 600.0 BW: 595.0 DC:596.6 597.2 + + 596.9 + 596.85 W MATCHLINE SP-15 597.0 + + TW: 587.5 BW: 582.0 W 4 S TW: 586.0 BW: 582.0 59 TC:594.3 BC:593.8 W S TW:586.5 BW:580.5 W TW: 586.0 BW: 578.0 W TW:575.0 BW:575.0 MATCHLINE SP-17 TW:586.0 BW:576.5 TW:593.0 BW:587.0 6 TW:586.0 BW:580.0 TW:580.0 BW:574.0 TC:593.0 BC:592.5 W TW:586.0 BW:580.0 DC:592.0 W TW:580.0 BW:576.0 58 TW:586.0 BW:580.0 MATCHLINE SP-17 S TW:586.0 BW:576.5 TW:594.5 BW:587.5 S POOL 586.2 DC:591.8 8 56 59 2 56 6 591.0 + S S TW:584.0 BW:582.0 W W S W 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:590.0 BW:584.0 TW:580.0 BW:576.0 TW:574.0 BW:566.0 0 59 W 5 TW:568.5 BW:561.0 S 74 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 BUILD ING D .2 W TW:575.0 BW:567.0 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 57 8 S W W W 57 57 S 6 TC:577.5 BC:577.0 W W 0 TC:581.5 BC:581.0 S 57 W W W W W 0 8 58 2 58 0 57 571.0 TC:579.5 BC:579.0 57 8 + 569.0 6 57 P.S. 592 4 TC:579.5 BC:579.0 57 W W W 0 TW:578.0 BW:578.0 578 569.3 594 58 S 0 + 56 W W W W 6 56 MATCHLINE SP-15 Call before you dig. TC:576.4 BC:575.9 + 571.0S + Know what's below. 2 57 S 8 56 S 57 S S R TW:588.0 BW:582.0 4 6 S 596 568 566 56 TW:596.0 BW:588.0 582.0 DC:579.9 2 S DC:581.0 + 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:584.0 BW:580.0 TW:590.0 BW:584.0 + 597.0 PRELIMINARY AND FINAL SITE PLAN W 6 S Scale BCA W W Drawn by S DC:579.9 AS SHOWN W 582 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl:

0.0 TW:590.0 BW:584.0 + 597.0 PRELIMINARY AND FINAL SITE PLAN W 6 S Scale BCA W W Drawn by S DC:579.9 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 S + 576.00 W S TW:592.0 BW:586.0 Anderson Consulting Services LLC 57 0 57 4 57 6 4 56 W TW:580.0 BW:576.0 TW:576.0 BW:572.0 TC:592.5 BC:592.0 W 578 57 2 580 SP-16 SHEET 16 OF 60

Docusign Envelope ID: 25C8EA16-B6C8-4E08-848F-6BB276A3D02B W W 61 W W MATCHLINE 2 610 W 608 W + 606.7 TC:606.6 BC:606.1 W 606 W 606 W TW:606.0 BW:604.2 W 2 609.5 + TC:606.8 BC:606.3 600 60 610.5 + W TW:606.0 BW:606.0 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON W + 612.50 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 612 606 W 4 FF:618.0 GF:607.0 W TC:605.5 BC:605.0 60 TC:606.3 BC:605.8 TW:605.0 BW:604.1 W 60 6 W EMER 60 4 W Y GENC W 8 60 TC:604.0 BC:603.5 W SS ACCE 61 W 0 TC:603.5 BC:603.0 W W 60 2 612 W W W W MATCHLINE 60 0 W 610 W 608 Anderson Consulting Services LLC TW:598.5 BW:593.0 609.5 + .1 W 606 TC:599.3 BC:598.8 610.5 + GD DIN TC:606.8 BC:606.3 + 600.0 W TC:606.6 BC:606.1 IL BU W TW:606.0 BW:606.0 604.5 W + 606.7 + W W TW:600.0 BW:597.0 606 W 59 8 PWA Checked by W PWA 596.9 + 596.85 597.2 + Designed by + DC:596.6 Date + 597.0 597.0 + BCA 597.05 Proj. No. W + Drawn by W 597.2 + TC:597.5 BC:597.0 AS SHOWN W 2 Scale 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 TW:602.0 BW:600.0 + 612.50 + 596.7 W TC:597.2 BC:596.7 S + 597.0 + 601.0 + W 596.9 FF:618.0 GF:597.0 596.5 S + 596 + 602.0 W TW:590.0 BW:584.0 TW:596.5 BW:590.5 596.0 + S W TW:595.0 BW:589.0 w TW:588.0 BW:582.0 TC:596.0 BC:595.5 w S w 4 S W TC:594.3 BC:593.8 MATCHLINE SP-16 59 MATCHLINE SP-16 W S TW:586.5 BW:580.5 PRELIMINARY AND FINAL SITE PLAN + W TW:594.5 BW:587.5 S W R Know what's below. Call before you dig. SP-17 SHEET 17 OF 60

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 GREEN TECHNOLOGY FOR WATER QUALITY, WATER QUANTITY, & GROUNDWATER RECHARGE. 608 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 600 W BMP #6 POROUS PAVEMENT GREEN TECHNOLOGY FOR WATER QUALITY, WATER QUANTITY, & GROUNDWATER RECHARGE. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 MODULAR LINEAR WETLANDS MTD FOR PRE-TREATMENT PAUL W. ANDERSON Docusign Envelope ID: 25C8EA16-B6C8-4E08-848F-6BB276A3D02B W W BMP #12 SMALL SCALE SUB-SURFACE INFILTRATION; GREEN TECHNOLOGY FOR WATER QUALITY, WATER QUANTITY, & GROUNDWATER RECHARGE. FILTERRA MTD PRE-TREATMENT 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 GREEN TECHNOLOGY FOR WATER QUALITY, WATER QUANTITY, & GROUNDWATER RECHARGE. CASCADE SEPARATOR PRE-TREATMENT 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 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 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 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 S W W S 596 W 8 59 W 59 6 S S 8 584 S S 2 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 0 2 W 0 58 564 57 W 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 W W W FF:564.0 W 560 558 W 560 FILTERRA'S ON

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 W W W FF:564.0 W 560 558 W 560 FILTERRA'S ON UNDETAINED MOTOR VEHICLE SURFACE AREA 55 6 2 0 56 W 55 FF:563.0 55 W 8 6 FILTERRA'S ON UNDETAINED MOTOR VEHICLE SURFACE AREA 55 4 558 W W W W DOG PARK 552 556 2 W 550 W 538 W 552 W 550 546 548 W BMP #9 POROUS PAVEMENT GREEN TECHNOLOGY FOR WATER QUALITY, WATER QUANTITY, & GROUNDWATER RECHARGE 532 W 2 534 546 W 546 544.5 54 6 W 4 54 548 0 540 548 53 552 6 54 552 550 55 544 W 554 54 8 550 548 546 W 550 55 544 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 544.5 546 544 BCA W 536 Drawn by 540 W W 546 W W W 542 532 W 536 540 532 540 W 534 544 546 546 W W 8 53 544 W 542 8 53 538 W 540 Date W W Proj. No. W 542 AS SHOWN W 59 W 2 56 564 56 586 8 58 Scale W 564 0 584 562 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 CASCADE 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 59 2 58 6 S W W W W 58 0 8 W W W 580 578 5 56 8 0 59 588 582 580 S 82 FF:602.0 GF:579.0 6 0 57 2 59 58 59 4 58 W 590 W S 58 8 598 594 W W 592 594 596 594 590 S 57 596 600 w W 0 592 W BUILDING

W W 580 578 5 56 8 0 59 588 582 580 S 82 FF:602.0 GF:579.0 6 0 57 2 59 58 59 4 58 W 590 W S 58 8 598 594 W W 592 594 596 594 590 S 57 596 600 w W 0 592 W BUILDING A.2 W POOL 586.2 CLUBHOUSE 596 W W 4 59 590 598 w W 2 59 8 58 586 584 W W S W w W W 594 W W W W FF:600.1 BF:587.1 598 S W 56 6 w 600 594 59 W 598 596 w 57 4 W W w 57 6 S W 59 2 w S W 588 598 S W 592 596 W w S W W w W w S W W W W W W W W W W w W S S w 594 w 596 2 590 S S S 598 59 600 0 60 S S S 58 6 W 596 600 w w w 4 w 59 598 w w 602 594 600 598 600 602 602 w 6 W W W 6 602 FF:606.0 GF:594.5 59 S 596 596 M. W W W 536 W 536 W 4 53 W BMP #8 POROUS PAVEMENT GREEN TECHNOLOGY FOR WATER QUALITY, WATER QUANTITY, & GROUNDWATER RECHARGE. FILTERRA'S ON UNDETAINED MOTOR VEHICLE SURFACE AREA BMP #1 LARGE SCALE INFILTRATION BASIN WITH GREEN TECHNOLOGY FOR WATER QUANTITY FILTERRAS FOR PRE-TREATMENT UPSTREAM OF BASIN 1 GREEN TECHNOLOGY FOR WATER QUANTITY (80 % REMOVAL OF SUSPENDED SOLIDS) CASCADE SEPARATORS FOR ROOF DISCHARGE TO SYSTEM. R Know what's below. Call before you dig. BMP #2 SMALL SCALE INFILTRATION BASIN FOR WATER QUALITY, WATER QUANTITY, & GROUND WATER RECHARGE CASCADE SEPARATOR FOR PRE-TREATMENT BMP #7 SMALL SCALE INFILTRATION BASINS FOR WATER QUALITY, WATER QUANTITY, & GROUND WATER RECHARGE CASCADE SEPARATOR FOR PRE-TREATMENT 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 PRELIMINARY AND FINAL SITE PLAN W W W 534 MOTOR VEHICLE SURFACE AREA: 273,689.0 SF 6.28 Acres SP-18 SHEET 18 OF 60

61 62 0 8 61 15 LF 8" HDPE S = 2.0 % CONNECT TO 15": 600.93 6 61 4 61 4 W 8 6 2 8 4 W 604 W 38 LF 15" HDPE S =0.5 % ST DROP CO INV(MAIN):602.12 INV(IN): 606.42 ST ST 606 ST ST ST ST 606 E-INLET TG: 611.3 INV: 609.32 ST W IL ST GF:606.5 W B 16 LF 8" HDPE S = 2.0 % 0 61 CO INV: 602.31 ST ST W ST 606 608 ST ST 606 31 LF 8" HDPE S = 1.0 % ST ST W LOBBY W ST 606 W ST ST 260 LF 12" POROUS PACKING ROOM W 16 LF 8" HDPE S = 2.0 % ST W AS SHOWN 6 59 w W 22 LF 15" HDPE S = 1.00% W W 5 58 0 59 4 W 58 S 82 6 5 W 584 W 58 CASCADE SEPARATOR MTD-33 8 W S S W W SAN-MH6 RIM:593.03 INV. IN: 586.13 INV. OUT: 586.03 86 W K-16 TG:591.23 (K-15) INV. IN: 587.80 INV. OUT: 586.80 206 LF 8" SDR-35 PVC S = 5.69% 590 S 8 FILTERRA MTD-10 CLUBHOUSE 594 W 58 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 596 22 LF 15" HDPE S = 1.82% 592 W 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: 590.30 594 59 2 258 LF 8" SDR-35 PVC S = 1.00% 598 69 LF 15" HDPE S = 7.00% S 2 132 LF 8" SDR-35 PVC S = 1.00% FF:600.1 BF:587.1 596 w 59 W W 598 588 S 594 598 S W 59 0 590 588 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 W 596 600 594 592 596 39 LF 6" HDPE S = 15.0% W 590 W W w w w w W S W 598 598 596 W w W PWA B-INLET (C-1) TG:597.50 (C-2) INV. IN: 593.20 INV. OUT: 593.10 592 8 136 LF 15" HDPE S = 1.43% Checked by PROPOSED IN LINE WATER VALVE 594 PWA 598 600 PROPOSED HYDRANT VALVE Designed by W W w w 61 LF 15" HDPE S = 1.14% 594 w 6 596 W W W 59 Proj. No. W W W 6 600 W 8 BCA W W W W W W W W W 8 598 S W PROPOSED IN LINE WATER VALVE (TYP) SAN-MH8 RIM:594.86 INV. OUT: 590.13 60 0 8 59 596 S S S W W FILTERRA MTD-12 B-INLET (C-3) TG:599.00 INV. OUT: 596.00 59 116 LF 15" HDPE S = 1.00% 600 594 2 59 W W W w B-INLET (K-10) TG:588.86 INV. OUT: 585.86 59 B-INLET (K-13) TG:594.63 (K-14) INV. IN: 590.08 INV. OUT: 589.98 598 W S S S W CASCADE SEPARATOR MTD-29 73 LF 15" HDPE S = 3.43% 8 2 S W 2 PROPOSED HYDRANT VALVE PROPOSED IN LINE WATER VALVE 59 596 59 6 w 0 596 206 LF 15" HDPE S = 1.00% 00 w 65 LF 15" HDPE S =