WEH Full Civil Set Submission 2 5 13 24 SITE PLANS

S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED D L No. 33410 . A N DE W R 8 55 0 56 2 56 8 56 0 57 572 5 74 5 76 580 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 W W 6 59 59 6 59 6 w + 59 598 59 6 4 59 2 TW: 585.0 BW: 578.0 586 580 TW:582.0 BW:574.5 POOL 582.5 588 TW: 584.0 BW: 578.0 TW: 589.0 BW: 586.0 584 FF:595.0 BF:582.0 592 592 6 58 TW: 592.0 BW: 592.0 58 8 588 0 59 596.5 4 58 TW:575.5 BW:573.9 + + 594.16 594.5 59 0 0 59 + 594.0 594.34 + TW: 594.0 BW: 594.0 6 59 TW: 595.0 BW: 594.0 BCA PWA PWA Drawn by Designed by Checked by Date Proj. No. AS SHOWN w w TW: 582.0 BW: 575.0 2 58 PRELIMINARY AND FINAL SITE PLAN Scale W TW: 575.0 BW: 571.0 Anderson Consulting Services LLC 186 LF 15" HDPE S = 1.5 % 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 2 58 584 N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 0 56 4 56 6 56 570 576 580 586 586 588 w 592 586 590 W TW:570.0 BW:570.0 TW: 582.0 BW: 576.0 TW: 582.0 BW: 577.5 W PAUL W. ANDERSON 564 566 568 5 72 574 6 590 578 590 596 W W w w w 193 LF 15" HDPE S = 9.6 % 17 LF 15" HDPE S = 1.8 % 582 w 57 59 59 4 w W 0 57 584 592 594 6 W W 594 w 592 w 590 W W w 582 588 W W 571.82 + w 580 w 571.37 TW: 576.0 BW: 572.3 TW: 577.2 BW: 573.2 TW: 578.0 BW: 573.5 578 w TC: 571.8 BC: 571.3 TC: 572.7 BC: 572.2 590 TW: 585.0 BW: 584.0 588 W W 586 W + + + W + 594.0 566 TC: 571.85 BC: 571.35 572 W 586 583.75 + W W 56 4 0 W w 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 FE PR O W + 576.0 59 W FF:597.0 GF: 577.0 + 571.05 + 576 + + W + 572.5 TC: 571.12 BC: 570.62 + 59 2 570.0 + 570.0 FF:597.0 GF: 577.0 TC: 571.22 + BC: 570.72 594 564.0 + W FT-HC 8'X18' (TYP.) 57 0 w 592 CB-13 TG:595.55 (CB-14)INV(IN):592.25 INV(OUT):592.20 594 17 LF 15" HDPE S = 1.8 % W 58 LF 15" HDPE S = 4.3 % w w CB-54 TG:590.90 (CB-55)INV(IN):587.55 INV(OUT):587.40 STA 576 17 LF 15" HDPE S = 1.8 % S PAU T L 574 CB-12 TG:588.80 INV(OUT):585.80 284 LF 15" HDPE S = 2.3

W 58 LF 15" HDPE S = 4.3 % w w CB-54 TG:590.90 (CB-55)INV(IN):587.55 INV(OUT):587.40 STA 576 17 LF 15" HDPE S = 1.8 % S PAU T L 574 CB-12 TG:588.80 INV(OUT):585.80 284 LF 15" HDPE S = 2.3 % CB-7 TG:561.80 CB8-INV(IN):558.55 CB9-INV(IN):557.25 INV(OUT):557.20 Y SE ON IN EER + 563.0 SAN. MANHOLE 3 RIM:588.00 INV (IN): 582.60 INV(OUT):576.70 SAN. MANHOLE 1 RIM:591.30 INV(OUT):586.50 301 LF 15" HDPE S = 4.5 % 109 LF 15" HDPE S = 1.0 % CB-14 TG:595.55 INV(OUT):592.55 (Y) STORM MH-3 RIM:583.00 INV(IN):579.00 INV(OUT):579.00 117 LF 15" HDPE S = 8.0 % w CB-50 TG: 587.80 (CB-54)INV(IN): 584.30 (CB-51)INV(IN): 583.30 INV(OUT): 583.05 w 572 584 CB-55 TG:590.80 (CB-56)INV(IN):587.80 INV(OUT):587.75 570 SA N . PU M P PUMP STAT #1 IONS TO BE DESIGN ED AF APPROVAL TER INITIAL TOWN HAS BEEN RECEIVED 2 582 CB-56 TG:593.70 (CB-57)INV(IN):590.45 INV(OUT):590.40 59 LF 15" HDPE S = 4.5 % (Y) STORM MH-2 RIM:596.50 INV(IN):592.50 INV(OUT):592.50 FT-HC 6'X12' (TYP.) 0 170 LF 8" SDR-35 SANITARY SEWER PVC S = 1.65% 58 0 44 LF 15" HDPE S = 4.2 % CB-15 TG:585.10 (CB-16)INV(IN):581.91 INV(OUT):581.90 71 LF 15" HDPE S = 4.3 % CB-68 TG:573.0 INV(OUT):570.0 214 LF 8" SDR-35 SANITARY SEWER PVC S = 0.47% 56 57 8 17 LF 15" HDPE S = 1.1 % 17 LF 15" HDPE S = 1.1 % 89 LF 15" HDPE S = 2.0 % SAN. MANHOLE 2 RIM:596.00 INV (IN): 585.50 INV(OUT):585.40 W 57 6 CB-17 TG:576.45 (CB-18)INV(IN):573.26 (CB-15)INV(IN):573.20 INV(OUT):573.15 (P) STORM MH-1 RIM:587.00 INV(IN):581.25 INV(OUT):581.25 W 4 W 205 LF 15" HDPE S = 10.1 % CB-10 TG:579.10 INV(OUT):576.10 125 LF 18" HDPE S = 2.9 % 17 LF 15" HDPE S = 1.5 % CB-8 TG:561.80 INV(OUT):558.80 59 LF 15" HDPE S = 2.1 % 57 CB-57 TG:595.25 INV(OUT):592.25 CB-16 TG:585.10 INV(OUT):582.10 86 LF 15" HDPE S = 10.1 % W W 17 LF 15" HDPE S = 1.1 % 71 LF 15" HDPE S = 5.1 % 57 57 4 57 2 SAN. PUMP#1 RIM:571.50 INV (IN): 566.50 INV(OUT):FORCEMAIN (Y) STORM MH-4 RIM:562.30 INV(IN):558.30 INV(OUT):558.30 122 LF 15" HDPE S = 8.0 % CB-18 TG: 576.45 INV(OUT): 573.45 556 570 225 LF 8" SDR-35 SANITARY SEWER PVC S = 4.09% CB-19 TG:572.50 INV(IN):569.50 INV(OUT):569.40 (R) STORM MH-1 RIM:562.00 INV(IN):558.00 INV(OUT):558.00 W (P) STORM MH-2 RIM:575.0 INV(IN):571.5 INV(OUT):571.5 W 574 W 57 6 568 W W 231 LF 15" HDPE S = 2.6 % w (P) STORM MH-3 RIM:572.20 INV(IN):586.30 INV(OUT):586.30 243 LF

.00 INV(OUT):558.00 W (P) STORM MH-2 RIM:575.0 INV(IN):571.5 INV(OUT):571.5 W 574 W 57 6 568 W W 231 LF 15" HDPE S = 2.6 % w (P) STORM MH-3 RIM:572.20 INV(IN):586.30 INV(OUT):586.30 243 LF 15" HDPE S = 2.6 % 554 131 LF 15" HDPE S = 1.0 % (G) STORM MH-1 RIM:572.0 (CB-69)INV(IN):568.8 (CB-20)INV(IN):567.84 INV(OUT):57.80 w W W W 94 LF 15" HDPE S = 3.4 % SAN. MANHOLE 4 RIM:572.16 INV (IN): 567.50 INV(OUT):567.00 CB-20 RIM:572.50 INV(IN):569.18 INV(OUT):569.15 W 137 LF 8" SDR-35 SANITARY SEWER PVC S = 0.37% PROFILE - KUZIK ROAD SCALE: 1"= 50' HORIZ. 1"= 5' VERT. R Know what's below. Callbefore you dig. SP-46 SHEET 46 OF 66

534 D L . A N DE W R No. 33410 FE PR O W 542 W W W W W BCA PWA PWA Drawn by Designed by Checked by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. Anderson Consulting Services LLC + 540.5 INV: 540.0 AS SHOWN W 17 LF 15" HDPE S = 1.2 % 66 LF 24" HDPE S = 1.8 % 54 6 PROPOSED INFLOW HEADWALL Scale W 554 542 536 W 556 4 54 538 540 542 W 54 8 546 W 55 0 544 W 55 2 W 55 4 W 55 6 W 544 CB-3 TG:552.30 CB5-INV(IN):549.30 CB4-INV(IN):548.35 INV(OUT):548.30 CB-1 TG:546.70 CB3-INV(IN):543.70 CB2-INV(IN):543.40 INV(OUT):541.20 S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED w W W CB-58 TG:555.50 (CB-59)INV(IN):552.29 INV(OUT):552.25 8 54 546 198 LF 24" HDPE S = 2.3 % W CB-5 TG:556.80 CB7-INV(IN):553.55 CB6-INV(IN):551.74 INV(OUT):551.70 18 LF 15" HDPE S = 1.2 % 174 LF 24" HDPE S = 1.4 % 550 W CB-6 TG:556.80 (CB-58)INV(IN):552.00 INV(OUT):551.95 17 LF 15" HDPE S = 4.4 % W CB-59 TG:555.50 INV(OUT):552.50 125 LF 24" HDPE S = 2.9 % W 8 55 S 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 560 w CB-7 TG:561.80 CB8-INV(IN):558.55 CB9-INV(IN):557.25 INV(OUT):557.20 17 LF 15" HDPE S = 1.5 % N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 53 4 540 538 TW: 544.0 BW: 540.5 + 540.5 + 540.5 + 540.5 TW: 544.0 BW: 540.5 17 LF 15" HDPE S = 1.7 % 554 PAUL W. ANDERSON 30"x5" ORIFICE: 543 24"x6" ORIFICE: 542 .65 .76 24" CLASS 5 RCP OU T: 541.00 TW: 546.0 BW: 542.0 BW: 540.5 TW: 546.0 BW: 542.0 + 540.5 + 542.0 + 542.0 + 542.0 + 542.0 CB-2 TG: 546.70 INV(OUT): 543.70 TW: 546.0 BW: 542.0 CB-4 TG:552.30 INV(IN):549.15 INV(OUT):549.10 + 542.0 TW: 548.0 BW: 546.0 BW: 542.0 + 542.0 + 546.0 FF:558.5 w 556 TW: 546.0 BW: 542.0 55 8 TW: 548.0 BW: 546.0 FF:558.5 564.0 + 0 W 56 OUTLET STRUCTU RE (#2) INV: 540.0 W W 556 536 25 LF 15" HDPE S = 2.0 % 550 W 2 56 193 LF 15" HDPE S = 9.6 % Y SE ON STA T 4 56 548 558 0 56 546 W 6 56 544 W 57 8 56 542 0 5 PAU L 560 CB-8 TG:561.80 INV(OUT):558.80 70 IN EER 572 PROFILE - KUZIK ROAD R Know what's below. Callbefore you dig. SCALE: 1"= 50' HORIZ. 1"= 5' VERT. SP-47 SHEET 47 OF 66

+ S S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED D L No. 33410 S CB-38 TG:583.15 INV(OUT):580.15 582 584 586 100 LF 8" SDR-35 588 SANITARY SEWER PVC S = 3.50% W W W BCA PWA PWA Drawn by Designed by Checked by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. AS SHOWN W W W Anderson Consulting Services LLC SAN. PUMP #2 RIM:580.98 INV (IN): 576.00 INV(OUT):FORCEMAIN Scale 574 568 W W 568 + 595.1 596 594 592 56 6 586 590 56 4 . A N DE W R S 598 W FE PR O 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W 600 6 58 8 FT-HC 4'x8' (TYP) CB-34 TG:564.50 INV(OUT):560.45 S 582 55 17 LF 15" SOLID HDPE S = 1.5% 200 LF 8" SDR-35 SANITARY SEWER PVC S = 2.25% SAN. MANHOLE 8 RIM:585.65 INV (IN): 580.00 INV(OUT):579.50 Y SE ON + 19 LF 15" SOLID HDPE S = 1.6% 4 58 10 LF 15" SOLID HDPE S = 1.5% 582 0 56 580 576 FT-HC 4'x8' (TYP) 574 562 578 CB-32 TG:564.50 INV(OUT):558.30 572 564 56 4 570 CB-33 TG:564.50 (CB-34)INV(IN):560.20 INV(OUT):560.10 570 STORM MANHOLE RIM:565.00 (CB-31)INV(IN):558.19 (CB-32)INV(IN):558.15 (CB-33)INV(IN):557.85 INV(OUT):557.80 587.0 W FT-HC 18'x8' (TYP) PROPOSED HEADWALL WITH LEVEL SPREADER 2 58 51 LF 15" SOLID HDPE S = 2.5% 562 566 56 6 INV: 569.5 572 W 568 + 571.00 4 58 W 137 LF 8" SDR-35 SANITARY SEWER PVC S = 0.37% W 5 LF 15" SOLID HDPE S = 1.57% SAN. MANHOLE 4 RIM:572.16 INV (IN): 567.50 INV(OUT):567.00 8 56 STORM MANHOLE RIM: 574.0 INV: 569.9 57 LF 18" SOLID HDPE S = 2.6 % CB-31 TG:564.5 INV(OUT):558.30 570 0 TW:586.0 BW:583.0 W 57 8 6 + 570.38 72 LF 15" SOLID HDPE S = 3.1% INV: 555.0 60 FT BRIDGE SPANNING WETLANDS 58 INV: 570.0 58 W SAN. PUMP#1 RIM:571.50 INV (IN): 566.50 INV(OUT):FORCEMAIN 562 W + TC: 571.22 BC: 570.72 TW:588.0 BW:584.0 N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 W TC: 571.12 BC: 570.62 604 S W W + TW:590.0 BW:586.0 13 LF 15" SOLID HDPE S = 3.0% OUTLET STRUCTURE (#5) RIM: 576.0 100 YR OF: 573.0 INV(18"x6"): 572.4 INV: 570.0 + 571.05 606 W W 608 55 LF 15" SOLID HDPE S = 2.2 % PAUL W. ANDERSON 566 PROPOSED BRIDGE TO BE DESIGNED TO CURRENT BRIDGE DESIGN STANDARDS PRIOR TO CONSTRUCTION + TC: 571.85 BC: 571.35 140 LF 18" HDPE S = 1.0

W 608 55 LF 15" SOLID HDPE S = 2.2 % PAUL W. ANDERSON 566 PROPOSED BRIDGE TO BE DESIGNED TO CURRENT BRIDGE DESIGN STANDARDS PRIOR TO CONSTRUCTION + TC: 571.85 BC: 571.35 140 LF 18" HDPE S = 1.0 % S 568 57 2 58 2 574 57 4 570 564 W TC: 571.8 BC: 571.3 W + CB-37 TG:583.15 (CB-38)INV(IN):579.86 INV(OUT):570.85 W 564 W S 571.37 + 0 602 CB-20 RIM:572.50 W INV(IN):569.18 INV(OUT):569.15 INFLOW LEVEL SPREADER 566 610 W S 59 ENCASE PIPE IN CEMENT UNDER WALL + 571.00 CB-39 TG:591.00 (CB-40)INV(IN):586.80 INV(OUT):570.50 W S W S + 571.82 12 LF 15" SOLID HDPE S = 2.9% W TC: 572.7 BC: 572.2 W 572 W W + w W W TW: 577.2 BW: 573.2 w 612 CB-40 TG: 591.0 INV(OUT): 588.0 STA TW: 576.0 BW: 572.3 614 INV: 570.0 W w W S W TW: 578.0 BW: 573.5 1 LF 15" SOLID HDPE S = 2.9% TW:570.0 BW:570.0 W W TW: 575.0 BW: 571.0 PAU T L TW: 582.0 BW: 576.0 W 17 LF 18" HDPE 582.0 S = 1.1 % CB-19 TW: BW: 577.5 TG:572.50 INV(IN):569.50 + INV(OUT):569.40 616 GF:592.5 IN EER W 58 4 BW:586.0 PROFILE - ROAD "D" R Know what's below. Callbefore you dig. SCALE: 1"= 50' HORIZ. 1"= 5' VERT. SP-48 SHEET 48 OF 66

W W W W W S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED D L No. 33410 . A N DE W R 606 W W 608 606 W W 19 LF 6" SCH 40 PVC S = 2.6 % CONNECT TO EXISTING B-INLET IN CURB INV: 594.5 W 61 0 W 607.0 + 61 2 + 608.0 + 602 600 606 608 W 610 612 W w W 576 578 580 582 584 W 59 W W 610 608 610.0 + E-INLET TG: 603.80 INV(OUT): 602.06 606 62 LF 15" SOLID HDPE S = 3.0 % 604 612.50 582 0 58 6 58 2 584 58 8 W 58 W 6 W W W W W 0 59 592 594 + 596 FF:618.0 GF:592.5 + 595.1 E-INLET TG: 604.10 INV(IN): 600.20 INV(OUT): 600.15 W w W N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 FE PR O 60 4 + CB-42 TG: 594.94 INV(OUT): 591.90 212 LF 8" SDR-35 SANITARY SEWER PVC S = 2.36% S W 574 W W 60 2 105 LF 15" SOLID HDPE S = 3.0 % 604.0 SAN. MANHOLE-10 RIM:596.54 INV(OUT):589.5 Y SE ON TW:606.0 BW:606.0 606 0 600.5 + 591.5 SAN. MANHOLE 9 RIM:592.27 INV (IN): 584.50 INV(OUT):584.45 FF:618.0 GF:597.0 586 16 LF 15" SOLID HDPE S = 4.1 % 11 LF 15" SOLID HDPE S = 2.0% FF:618.0 GF:606.0 596.8 + 587.0 + 34 LF 15" SOLID HDPE S = 3.1 % 55 LF 15" SOLID HDPE S = 2.2 % TW:606.0 BW:603.0 60 W TW:602.0 BW:600.0 W TW:600.0 BW:597.0 W 572 W TW:598.5 BW:593.0 S 4 CB-74 TG:593.55 INV(OUT):590.55 CB-44 TG: 599.90 INV(IN): 597.00 INV(OUT): 596.90 STORM MH RIM: 597.0 INV: 594.0 (15" IN) INV: 586.0 (36" OUT) INV: 586.0 (36" IN) 59 CB-41 TG:594.94 INV(OUT):591.83 19 LF 15" SOLID HDPE S = 1.7 % 59 8 TW:596.5 BW:590.5 17 LF 36" POROUS HDPE S=0% S S CB-40 TG: 591.0 INV(OUT): 588.0 2 6 59 2 S w TW:592.0 BW:588.5 59 TW:588.0 BW:584.0 S 588 SAN. MANHOLE 8 RIM:585.65 INV (IN): 580.00 INV(OUT):579.50 TW:595.0 BW:589.0 571.00 TW:574.0 BW:571.0 + S S TW:592.0 BW:586.0 S 56 LF 36" POROUS HDPE S=0% 1 LF 15" SOLID HDPE S = 2.9% TW:590.0 BW:586.0 TW:588.0 BW:584.0 100 LF 8" SDR-35 SANITARY SEWER PVC S = 3.50% S TW:586.5 BW:580.5 TW:594.5 BW:587.5 571.00 12 LF 15" SOLID HDPE S = 2.9% STORM MH RIM: 594.96 INV: 591.73 (15" IN) INV: 591.63 (15" IN) INV: 586.0 (36") TW:588.0 BW:582.0 + 19 LF 15" SOLID HDPE S = 3.42 % TW:586.0 BW:583.0 586 CB-38 TG:583.15 INV(OUT):580.15 58 13 LF 15" SOLID HDPE S = 3.0% 5 LF 15" SOLID HDPE S = 2.0 % CB-43 TG: 599.90 (CB-44)INV(IN): 596.58 INV(OUT): 596.50 TW:590.0 BW:584.0 571.00 INV: 570.0 INV:

CB-38 TG:583.15 INV(OUT):580.15 58 13 LF 15" SOLID HDPE S = 3.0% 5 LF 15" SOLID HDPE S = 2.0 % CB-43 TG: 599.90 (CB-44)INV(IN): 596.58 INV(OUT): 596.50 TW:590.0 BW:584.0 571.00 INV: 570.0 INV: 570.0 S 580.2 + + 582 19 LF 15" SOLID HDPE S = 1.6% 584 SAN. PUMP #2 RIM:580.98 INV (IN): 576.00 INV(OUT):FORCEMAIN 80 LF 36" POROUS HDPE S=0% INFLOW LEVEL SPREADER STORM MANHOLE RIM: 593.55 (CB-73)INV(IN):589.90 (CB-74)INV(IN):589.90 INV: 588.80 CB-73 TG:593.55 INV(OUT):590.55 W STORM MANHOLE RIM: 594.0 (STORM MH)INV(IN):587.75 INV: 586.0 ENCASE PIPE IN CEMENT UNDER WALL 58 0 INFLOW LEVEL SPREADER CB-39 TG:591.00 (CB-40)INV(IN):586.80 INV(OUT):570.50 W 572 4 580.2 + 57 INV: 580.4 W 570 CB-37 TG:583.15 (CB-38)INV(IN):579.86 INV(OUT):570.85 STORM MH RIM: 597.0 INV: 589.25 (IN) INV: 582.0 (OUT) OUTLET STRUCTURE (#4) RIM: 597.0 100 YR OF: 591.8 INV: 589.95 (6" OUT) INV: 586.00 (36" IN) 123 LF 15" SOLID HDPE S = 2.0 % PROPOSED HEADWALL WITH LEVEL SPREADER 2 570 W 56 LF 15" SOLID HDPE S = 1.0 % STORM MANHOLE RIM: 574.0 INV: 569.9 OUTLET STRUCTURE (#5) RIM: 576.0 100 YR OF: 573.0 INV(18"x6"): 572.4 INV: 570.0 S PAUL W. ANDERSON INV: 569.5 568 58 W 57 LF 18" SOLID HDPE S = 2.6 % STA T PROPOSED HEADWALL WITH LEVEL SPREADER PAU L 8 IN EER 56 A-INLET TG: 600.5 INV(IN): 599.25 (6" SCH 40 PVC) INV(OUT): 595.0 598 600 PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 602 Anderson Consulting Services LLC 614 612 610 608 606 604 200 LF 8" SDR-35 SANITARY SEWER PVC S = 2.25% PROFILE - ROAD "D" SCALE: 1"= 50' HORIZ. 1"= 5' VERT. R Know what's below. Callbefore you dig. SP-49 SHEET 49 OF 66

R Know what's below. Callbefore you dig. SP-50 SHEET 50 OF 66 PRELIMINARY AND FINAL SITE PLAN PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by Date Proj. No. 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com Anderson Consulting Services LLC SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON

R Know what's below. Callbefore you dig. SP-51 SHEET 51 OF 66 PRELIMINARY AND FINAL SITE PLAN PWA Checked by AS SHOWN PWA Designed by Scale BCA Drawn by Date Proj. No. 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com Anderson Consulting Services LLC SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON