Engineering Plans 2

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 606 608 606 W 606 606 W 61 0 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 4 W 592 W 578 58 2 W 580 W 2 S W 576 w w 570 580 w W W W W W 566 W P.S. W 570 59 S 574 W W W W W W W 4 W 0 56 564 W 608 606 604 S W W 570 0 W 568 0 57 W W 572 S W W W W W W IVE 574 S S 57 6 2 57 0 57 S DR 568 W W 568 6 56 W W W W 6 W W 8 W W W W 6 58 56 W 582 P.S. 560 56 4 582 56 W 2 W 56 W W W W W 594 590 592 588 W 596 4 572 570 W W W 6 582 58 W W 57 4 W 58 580 56 574 560 558 558 586 W W w W 582 576 4 562 560 562 578 562 4 572 564 56 570 6 562 566 56 W w W 8 4 56 58 564 554 598 W 0 56 556 6 W 6 8 55 SAN. MANHOLE 8 RIM:585.65 INV (IN): 580.00 INV(OUT):579.50 600 58 556 W 566 55 w 568 W 584 558 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 by W PWA 534 Designed by 546 W W W BASIN

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 W 562 W 602 W W 8 57 574 0 58 W 572 576 57 W W 6 57 4 57 2 57 56 0 S W 2 56 576 612 610 BUILD IN W W 564 SAN. PUMP #1 PUMP STATIONS TO BE DESIGNED AFTER INITIAL TOWN APPROVAL HAS BEEN RECEIVED Scale 6 56 S W 616 614 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 57 576 58 S W A.1 BUILDING FF:597.0 GF: 577.0 W S S W 582 584 6 W W 560 59 4 S 584 586 586 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 G D.2 580 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

anderson-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; 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

62 0 61 622 4 61 0 60 60 59 CB-53 TG:610.0 (CB-71)INV(IN):607.0 INV(OUT):606.9 W 59 4 600 W 59 8 C ST BU ILD IN G 59 6 586 W 584 582 ST W 6 02 ST ST ST IL BU ST W ST D ST W ST ST ST FT-HC 6'x8' (TYP) W 606 ST LOBBY 90 LF 15" HDPE S = 13.5 % 604 ST W ST ST ST ST CB-52 TG:597.70 (CB-53)INV(IN):594.70 INV(OUT):594.50 602 580 584 588 S S W S W W S W 576 122 LF 15" HDPE S = 8.0 % 58 W 578 86 LF 15" HDPE S = 10.1 % 6 W 580 CB-16 TG:585.10 INV(OUT):582.10 71 LF 15" HDPE S = 5.1 % 58 580 6 W 582 S = 2.1 % W 584 FF:597.0 GF: 577.0 59 LF 15" HDPE S W CB-17 CLUBHOUSE TG:576.45 (CB-18)INV(IN):573.26 (CB-15)INV(IN):573.20 INV(OUT):573.15 578 W 586 17 LF 15" HDPE S = 1.1 % 89 LF 15" HDPE S = 2.0 % (P) STORM MH-1 RIM: 587.00 BUILDING A.2 (CB-50)INV(IN):581.25 INV(OUT): 581.25 CB-68 TG:573.0 582 W 26 LF 15" HDPE S = 3.6 % 588 CB-66 584 w 6 59 592 594 W w W FF:595.0 BF:582.0 574 Anderson Consulting Services LLC AS SHOWN PWA Checked by 0 W W W w w w FT-HC 6'x12' (TYP) (Y) STORM MH-2 RIM: 596.50 INV(IN):592.50 INV(OUT): 592.50 6 57 59 6 W W W CB-14 TG:595.55 INV(OUT):592.55 CB-57 TG:595.25 INV(OUT):592.25 592 CB-15 592 TG:585.10 (CB-50)INV(IN):582.10 (CB-16)INV(IN):581.91 INV(OUT):581.90 590 17 LF 15" HDPE S = 1.1 % 58 586 W 8 590 w 58 588 w CB-50 TG: 587.80 (CB-54)INV(IN): 584.30 (CB-51)INV(IN): 583.30 INV(OUT): 583.05 588 S W 592 57 0 S W 59 LF 15" HDPE S = 4.5 % 44 LF 15" HDPE S = 4.2 % 594 71 LF 15" HDPE S = 4.3 % 0 59 S W 590 S 594 Call before you dig. (Y) STORM MH-3 RIM: 583.00 INV(IN):579.00 INV(OUT): 579.00 301 LF 15" HDPE S = 4.5 % CB-12 TG:588.80 INV(OUT):585.80 0 59 592 594 Know what's below. 580 2 R FT-HC 12'x6' (TYP) W 6 57 MATCHLINE SP-20 PROPOSED IN LINE WATER VALVE 596 4 W W W W S W 594 576 W 2 PROPOSED IN LINE WATER VALVE 109 LF 15" HDPE S = 1.0 % 23 LF 15" HDPE S = 1.3 % 70 LF 15" HDPE S = 3.6 % 59 w 299 LF 15" HDPE S = 2.1 % FT-HC 18'x8' (TYP) 57 193 LF 15" HDPE S = 9.6 % W W 101 LF 15" HDPE S = 9.3 % 17 LF 15" HDPE S = 1.8 % W W W W w 586 578 W W w 0 4 59 PROPOSED HYDRANT VALVE 6 59 PROP. HYD

2.1 % FT-HC 18'x8' (TYP) 57 193 LF 15" HDPE S = 9.6 % W W 101 LF 15" HDPE S = 9.3 % 17 LF 15" HDPE S = 1.8 % W W W W w 586 578 W W w 0 4 59 PROPOSED HYDRANT VALVE 6 59 PROP. HYD #4 W 590 580 W S S W 2 59 W W 584 582 W w S w w W W 59 586 2 590 588 CB-9 TG:579.10 (CB11)INV(IN):576.10 (CB-45)INV(IN):576.10 (CB10)INV(IN):575.78 INV(OUT):575.75 w 16 LF 15" HDPE S = 2.1 % 2 592 588 S S S CB-56 TG:593.70 (CB-57)INV(IN):590.45 INV(OUT):590.40 59 w 18 LF 15" HDPE S = 1.8 % 6 586 58 59 592 CB-13 TG:595.55 (CB-14)INV(IN):592.25 INV(OUT):592.20 59 S 6 59 4 59 2 59 M. 596 59 PROPOSED IN LINE WATER VALVE FT-HC 18'x8' (TYP) S 149 LF 15" HDPE S = 5.7 % PWA W PROPOSED HYDRANT VALVE W W (Y) STORM MH-1 RIM: 596.60 (ROOF DRAIN)INV(IN):593.60 INV(OUT): 593.60 598 w 186 LF 15" HDPE S = 1.5 % CB-51 TG:590.00 (CB-52)INV(IN):586.00 INV(OUT):585.80 59 4 CB-55 TG:590.80 (CB-56)INV(IN):587.80 INV(OUT):587.75 Designed by W W W 584 W :614.2 FC F G N BUILDI GF:602.5 CB-48 TG:597.80 INV(IN):594.80 INV(OUT):594.70 w PROP. HYD #2 59 6 0 71 LF 15" HDPE S = 1.7 % 115 LF 15" HDPE S = 6.6 % PROPOSED HYDRANT VALVE ST CB-54 TG:590.90 F G(CB-55)INV(IN):587.55 INV(OUT):587.40 W W ST PROP. HYD #3 GF:590. 8 8 :5 598 CB-46 TG:596.50 (CB-47)INV(IN):593.50 (CB-48)INV(IN):593.50 F:602.5 FINV(OUT):593.40 5 59 . 92 163 LF 15" HDPE S = 2.6 % PROPOSED IN LINE WATER VALVE ST COMP. W W W 174 LF 15" HDPE S = 3.3 % 59 ST W ST CB-47 TG:600.60 INV(OUT):597.60 FT-HC 6'x12' (TYP) CB-11 TG:588.80 CB13-INV(IN):585.80 (CB-46)INV(IN):585.80 CB12-INV(IN):585.51 INV(OUT):585.50 600 ST B BUILDING 170 LF 15" HDPE S = 0.8 % CB-45 TG:581.90 INV(IN):576.00 INV(OUT):578.90 600 ST Scale W ST ST ST W ST 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W ST ST BCA MAIL W ST PACKING ROOM Drawn by W 602 Proj. No. W ST ST 602 8 60 ST ST CB-49A TG:602.90 (CB-49B) INV(IN) INV(OUT):597.00 582 59 LF 15" HDPE S = 1.5 % ST Date W GF:602.5 w MATCHLINE SP-20 4 PROPOSED IN LINE WATER VALVE PRELIMINARY AND FINAL SITE PLAN 602 B 578 61 ST 58 2 G IN W 0 ST 105 LF 15" HDPE S = 1.0

9 LF 15" HDPE S = 1.5 % ST Date W GF:602.5 w MATCHLINE SP-20 4 PROPOSED IN LINE WATER VALVE PRELIMINARY AND FINAL SITE PLAN 602 B 578 61 ST 58 2 G IN W 0 ST 105 LF 15" HDPE S = 1.0 % 580 612 CB-71 TG:611.0 INV(OUT):607.9 ST ST 580 EB-2 TG:579.00 INV(IN):577.50 INV(OUT):577.50 PROPOSED HYDRANT VALVE 4 2 60 588 82 LF 15" HDPE S = 9.75 % PROP. HYD #6 2 590 EB-1 TG:589.50 INV(OUT):585.50 6 W CB-49B TG:601.00 INV(OUT):598.10 W 60 w 8 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 61 6 PAUL W. ANDERSON 612 8 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 61 CB-19 SP-19 SHEET 19 OF 66

6 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 w 57 4 AS SHOWN PWA Checked by Scale PWA Designed 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 BCA Drawn by Date Proj. No. 556 554 552 CB-23 TG: 548.50 INV(OUT): 543.85 (P) STORM MH-7 RIM: 551.8 INV(IN):548.8 INV(OUT): 548.8 40 LF 12" SCH 40 PVC OPEN ON BOTH ENDS TO MAINTAIN NATURAL WATER LEVEL IN WETLANDS S = 0.0 % 550 CB-24 TG: 548.50 (CB-23)INV(IN): 543.56 (CB-22)INV(IN): 542.37 INV(OUT): 542.35 MH 2-1 RIM: 549.0 INV: 545.5 (IN) INV: 545.0 (OUT) OUTLET STRUCTURE (2-1) TG: 547.95 6" ORIFICE: 547.20 6" ORIFICE: 546.95 12" HDPE OUT: 546.00 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 578 580 230 LF 15" HDPE S = 7.3 % 550 548 PRELIMINARY AND FINAL SITE PLAN W W 560 558 548 546 MATCHLINE SP-21 2 W W 574 56 56 6 56 4 2 56 W 576 6 57 57 4 0 57 8 57 2 w w W W W W 374 LF 15" HDPE S = 2.0 % 55 W W W W 556 582 w 6 59 592 594 W w W w 584 w w W W 560 W W W 558 W W 560 W W W W 562 W 8 550 564 56 562 W 54 552 6 4 194 LF 15" HDPE S = 4.2 % (O) STORM MH-1 RIM: 554.5 (CB-70)INV(IN):545.3 INV(OUT): 545.3 56 W 17 LF 15" HDPE S = 2.0 % W W CB-22 TG: 563.37 (CB-21)INV(IN): 559.22 INV(OUT): 559.20 W W 86 LF 15" HDPE S = 1.5 % 7 LF 15" HDPE S = 1.4 % W 554 576 95 LF 15" HDPE S = 1.1 % CB-65 TG:575.0 (CB-66)INV(IN):571.72 (CB-67)INV(IN):567.41 INV(OUT):567.40 (G) STORM MH-1 RIM: 572.0 (CB-69)INV(IN):568.8 (CB-20)INV(IN):567.84 INV(OUT): 567.80 CB-69 TG:571.9 INV(OUT):568.9 W 554 578 97 LF 15" HDPE S = 2.0 % W 550 DOG PARK 0 197 LF 15" HDPE S = 6.5 % 195 LF 15" HDPE S = 5.8 % (G) STORM MH-5 RIM: 551.7 INV(IN):548.0 INV(OUT): 548.0 556 67 LF 15" HDPE S = 4.0 % 97 LF 18" HDPE S = 1.0 % 95 LF 15" HDPE S = 1.0 % 96 LF 15" HDPE S = 1.0 % 57 W 71 LF 15" HDPE S = 4.2 % (P) STORM MH-3 RIM: 572.20 INV(IN):568.3 INV(OUT): 568.30 572 W 558 94 LF 15" HDPE S = 3.4 % W FF:558.5 2 CB-67 TG: 572.0 (CB-68)INV(IN): 568.75 INV(OUT): 568.70 W 560 55 6 57 4 57 2 57 568 566 17 LF 15" HDPE S = 4.4 % 55 8 562 R EWE 131 LF 15" HDPE S = 1.0 % (P) STORM MH-6 RIM: 567.5 INV(IN):556.15 INV(OUT): 556.15 (R) STORM MH-2 RIM: 558.10 INV(IN):552.00 INV(OUT): 552.00 RY S NITA 5 SA DR-3 S " 8 74 LF S =

55 8 562 R EWE 131 LF 15" HDPE S = 1.0 % (P) STORM MH-6 RIM: 567.5 INV(IN):556.15 INV(OUT): 556.15 (R) STORM MH-2 RIM: 558.10 INV(IN):552.00 INV(OUT): 552.00 RY S NITA 5 SA DR-3 S " 8 74 LF S = 0S.5% PVC C.O. INV(IN):573.0 INV(OUT):569.2 134 LF 15" HDPE S = 1.3 % 372 LF 15" HDPE S = 1.5 % (Y) STORM MH-5 RIM: 558.10 INV(IN):552.00 INV(OUT): 552.00 556 554 (Y) STORM MH-6 RIM: 553.30 INV(IN):549.30 INV(OUT): 549.30 (P) STORM MH-2 RIM: 575.0 INV(IN):571.5 INV(OUT): 571.5 574 (G) STORM MH-4 RIM: 567.0 INV(IN):559.42 INV(OUT): 559.40 CB-70 TG:567.0 (CB-61)INV(IN):558.53 (CB-65)INV(IN):558.21 INV(OUT):558.20 PAUL W. ANDERSON W 580 CB-18 TG: 576.45 INV(OUT): 573.45 S W 136 LF 15" HDPE S = 2.0 % 576 564 562 560 558 FF:558.5 S W 122 LF 15" HDPE S = 8.0 % (P) STORM MH-4 RIM: 572.30 INV(IN):566.55 INV(OUT): 566.55 580 W 86 LF 15" HDPE S = 10.1 % 367 LF 15" HDPE S = 1.7 % 231 LF 15" HDPE S = 2.6 % 4 S 582 CB-16 TG:585.10 INV(OUT):582.10 CB-61 TG:562.75 (CB-63)INV(IN):560.65 (CB-62)INV(IN):559.18 INV(OUT):559.10 54 LF 15" HDPE S = 1.1 % 243 LF 15" HDPE S = 2.6 % 55 W 584 570 55 LF 15" HDPE S = 1.0 % S W S = 2.1 % CB-68 TG:573.0 INV(OUT):570.0 584 586 57 0 S W 588 W 590 580 576 W 586 592 594 6 59 FF:597.0 GF: 577.0 59 LF 15" HDPE CB-63 TG:571.15 (CB-64)INV(IN):568.29 INV(OUT):568.15 0 CB-62 TG:562.75 INV(OUT):559.75 25 LF 15" HDPE S = 2.0 % 556 55 6 (G) STORM MH-3 RIM: 575.15 INV(IN):565.0 INV(OUT): 565.0 572 56 PROPOSED HYDRANT VALVE 174 LF 24" HDPE S = 1.4 % Call before you dig. 596 4 57 2 57 0 57 8 56 57 0 (P) STORM MH-5 RIM: 575.30 INV(IN):563.65 INV(OUT): 563.65 148 LF 15" HDPE S = 5.0 % CB-59 TG:555.50 INV(OUT):552.50 Know what's below. W (G) STORM MH-2 RIM: 572.2 INV(IN):566.0 INV(OUT): 566.0 55 LF 15" HDPE S = 1.6 % 18 LF 15" HDPE S = 1.2 % R W (P) STORM MH-1 BUILDING A.2RIM: 587.00 (CB-50)INV(IN):581.25 INV(OUT): 581.25 55 LF 15" HDPE S = 1.1 % (R) STORM MH-1 RIM: 562.00 INV(IN):558.00 INV(OUT): 558.00 8 55 CB-5 TG:556.80 CB7-INV(IN):553.55 CB6-INV(IN):551.74 INV(OUT):551.70 (P) STORM MH-8 RIM: 551.80 INV(IN):547.80 INV(OUT): 547.80 (G) STORM MH-6 RIM: 551.70 6 26 LF 15" HDPE S = 3.6 % 17 LF 15" HDPE S = 1.1 % 89 LF 15" HDPE S = 2.0 % 592 CB-15 TG:585.10 (CB-50)INV(IN):582.10 (CB-16)INV(IN):581.91 INV(OUT):581.90 17 LF 15" HDPE S = 1.1

MH-6 RIM: 551.70 6 26 LF 15" HDPE S = 3.6 % 17 LF 15" HDPE S = 1.1 % 89 LF 15" HDPE S = 2.0 % 592 CB-15 TG:585.10 (CB-50)INV(IN):582.10 (CB-16)INV(IN):581.91 INV(OUT):581.90 17 LF 15" HDPE S = 1.1 % 58 W CB-64 TG:571.15 INV(OUT):569.15 4 56 2 0 w FT-HC 4'x4' (TYP) CB-4 TG:552.30 INV(IN):549.15 INV(OUT):549.10 w CB-14 TG:595.55 INV(OUT):592.55 (Y) STORM MH-2 RIM: 596.50 INV(IN):592.50 INV(OUT): 592.50 CB-66 TG:575.30 INV(OUT):572.30 CB-10 TG:579.10 BUILDING A.1 INV(OUT):576.10 8 w 594 586 578 576 CB-12 TG:588.80 INV(OUT):585.80 (Y) STORM MH-4 RIM: 562.30 INV(IN):558.30 INV(OUT): 558.30 PROP. HYD #1 CB-3 TG:552.30 CB5-INV(IN):549.30 CB4-INV(IN):548.35 INV(OUT):548.30 W 58 S W FT-HC 6'x12' (TYP) 301 LF 15" HDPE S = 4.5 % (Y) STORM MH-3 RIM: 583.00 INV(IN):579.00 INV(OUT): 579.00 FT-HC 12'x6' (TYP) S W 109 LF 15" HDPE S = 1.0 % 23 LF 15" HDPE S = 1.3 % 17 LF 15" HDPE S = 1.8 % S W W 590 580 101 LF 15" HDPE S = 9.3 % W PROPOSED IN LINE WATER VALVE 17 LF 15" HDPE S = 1.2 % (R) STORM MH-3 RIM: 553.00 INV(IN):549.00 INV(OUT): 549.00 w S W 205 LF 15" HDPE S = 10.1 % 56 56 125 LF 18" HDPE S = 2.9 % CB-58 TG:555.50 (CB-59)INV(IN):552.29 INV(OUT):552.25 w S W 588 590 584 582 FT-HC 18'x8' (TYP) w W PROPOSED IN LINE WATER VALVE FT-HC 6'x12' (TYP) 17 LF 15" HDPE S = 1.5 % CB-6 TG:556.80 (CB-58)INV(IN):552.00 INV(OUT):551.95 W 299 LF 15" HDPE S = 2.1 % w FF:597.0 GF: 577.0 6 56 CB-7 TG:561.80 CB8-INV(IN):558.55 CB9-INV(IN):557.25 INV(OUT):557.20 W W W CB-8 TG:561.80 INV(OUT):558.80 W W W W W W W W S W W W W w S S S w 586 2 W 193 LF 15" HDPE S = 9.6 % 588 58 CB-9 TG:579.10 (CB11)INV(IN):576.10 (CB-45)INV(IN):576.10 (CB10)INV(IN):575.78 INV(OUT):575.75 S S W 590 S S 574 W W 6 592 w 186 LF 15" HDPE S = 1.5 % CB-50 TG: 587.80 (CB-54)INV(IN): 584.30 (CB-51)INV(IN): 583.30 INV(OUT): 583.05 588 0 59 59 594 596 586 PROP. HYD #2 0 59 PROPOSED IN LINE WATER VALVE 71 LF 15" HDPE S = 4.3 % W W 592 588 PROPOSED HYDRANT VALVE FT-HC 18'x8' (TYP) S = 3.6 % 2 59 57 W w PROPOSED HYDRANT VALVE 2 w 18 LF 15" HDPE S = 1.8 % 59 598 WATER VALVE 17 LF 15" HDPE S = 1.7 % 546 544 SP-20 SHEET 20 OF 66

W W W 546 W 544 544 W 542 W 305 LF 15" HDPE S = 2.8 % 4 542 540 540 W 2 538 538 W 540 10 FT EMERGENCY 100YR OVERFLOW WEIR INV: 543.0 MH 2-6 RIM: 539.5 INV: 537.0 (IN) INV: 535.4 (OUT) MH RIM: 538.8 INV: 535.25 W PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 4" Vriprap = 2.52 CY 19 LF 15" HDPE S = 1.2 % 538 W (Y) STORM MH-7 2 RIM: 542.00 54 INV(IN):540.50 INV(OUT): 540.50 W 54 E 5" HDP 36 LF 1 BASIN 2-2 % S = 2.9 OUTLET STRUCTURE (2-2) INFLOW LEVEL SPREADER MH 2-2 TG: 544.98 D50 = 4" RIM: 547.0 6" ORIFICE: 543.75 Vriprap = 5.18 CY INV: 541.8 (IN) 6" ORIFICE: 543.2 10 FT EMERGENCY INV: 541.8 (OUT) 12" HDPE OUT: 542.0 100YR OVERFLOW WEIR INV: 542.0 INV: 547.82 68 LF 12" HDPE 10 LF 15" HDPE S = 3.0 % S = 5.0 % BASIN 2-3 10 FT EMERGENCY MH 2-3 88 LF 15" HDPE 100YR OVERFLOW WEIR RIM: 546.3 S = 4.9 % INV: 544.75 INV: 541.5 (IN) INV: 542.0 CASCADE SEPARATOR OUTLET STRUCTURE (2-3) INV: 539.8 (OUT) CS-6 (TYP) TG: 545.27 6" ORIFICE: 543.75 INFLOW LEVEL SPREADER 6" ORIFICE: 543.2 25 LF 12" HDPE D50 = 4" 12" HDPE OUT: 542.0 S = 2.0 % Vriprap = 4.24 CY 12 LF 15" HDPE MH 2-4 S = 3.4 % RIM: 545.0 BASIN 2-4 INV: 541.2 (IN) 144 LF 15" HDPE 10 FT EMERGENCY INV: 539.3 (OUT) S = 3.7 % CASCADE SEPARATOR 100YR OVERFLOW WEIR CS-5 (TYP) OUTLET STRUCTURE (2-4) INV: 545.0 INV: 542.0 TG: 544.71 86 LF 12" HDPE INFLOW LEVEL SPREADER 6" ORIFICE: 543.4 S = 3.0 % D50 = 4" 6" ORIFICE: 542.9 OUTLET STRUCTURE (2-5) Vriprap = 4.02 CY 12" HDPE OUT: 542.0 TG: 543.37 14 LF 15" HDPE 6" ORIFICE: 541.5 S = 1.5 % 12" HDPE OUT: 540.0 BASIN 2-5 10 FT EMERGENCY 258 LF 15" HDPE 100YR OVERFLOW WEIR S = 3.2 % INV: 544.5 MH 2-5 INFLOW LEVEL SPREADER RIM: 540.0 D50 = 4" INV: 537.5 (IN) Vriprap = 3.37 CY INV: 536.7 (OUT) 10 FT EMERGENCY 100YR OVERFLOW WEIR INV: 540.5 15 LF 12" HDPE INV: 543.1 16 LF 15" HDPE S = 8.0 % S = 1.3 % 32 LF 21" HDPE S = 0.6 % BASIN 2-6 INFLOW LEVEL SPREADER INV: 534.9 OUTLET STRUCTURE (2-6) D50 = 4" TG: 543.94 Vriprap = 3.58 CY 6" ORIFICE: 541.80 12" HDPE OUT: 540.0 INV: 540.5 536 W Know what's below. Call before you dig. 4 53 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. SP-21 SHEET 21 OF 66 NE R ZIK DRIVE 534 W W 536 8 LF 21" HDPE S = 0.6 % OUTFLOW HEADWALL WITH LEVEL SPREADER D50 = 7" Vriprap = 13.5 CY Date 54 6 CASCADE SEPARATOR CS-8 (TYP) (R) STORM MH-4 RIM: 544.20 INV(IN):540.70 INV(OUT):