WEH Full Civil Set Submission 2 5 13 24 SITE PLANS

W W W X X X X X X X 59 S W X W X X X X X X 59 W X X W X X Scale W X W W W X X X 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W W W X W W X W 582 W X W X W X W X W X W X W X W X W X X W X X X W W X X X X X W X X X W X X X X X W X X X W X X X X X X X X X X X X W X X X X X W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X W X X X X X X X X W X X X X X S X 59 4 X W X 59 W W W W W W X X X X X X X X X X X X X X X X X X W X X X X X X W X X X X X W X X X X X W X X X X X X FF:602.5 GF:590.5 X W X X X X 59 6 M. X W X X 592 W X X X XXX X X XXX W X X X X 2 FF:618.0 GF:606.0 X X 59 59 X W X X X :614.2 FFC BUILDING GF:602.5 X W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 4 598 .1 W X X 6 F: G 8 X 59 0 2. 59 59 X X ST ST X W X X X 8 ST COMP. X W X X X X ST B BUILDING 600 X W X X X ST 59 8 59 ST X W X X X ST ST ST X W X ST X X XX X X X ST X GD DIN W X ST X 602 ST X W X X X X ST X W X X 604 ST PACKING ROOM X W X ST ST XXX X X XXX X W X 580 X IL BU W X ST X XX X X X XX X X X X X X W X ST ST ST 600 X X 606 W ST LOBBY MAIL X W ST 602 X 60 0 W ST W ST W X X W ST ST XXX X X XXX W W 8 60 ST W W X W X W X GF:602.5 XXX X X XXX W X W ST X XX X X X XX X X X X X X 61 W X X W 0 ST X X X W X X X W X B 578 W X G X X XX X X X XX X W X IN 602 W X X W ST ST XXX X X XXX 602 W X X W ST ST W X X W W ST ST ST D IL X X W W ST ST BU X X W 2 W ST 582 580 X X W X X W 60 W 612 W X W 2 60 588 586 584 X X X X X W X X W 59 X 590 W XXX X X XXX X X W X X X X X X X X X X X X X X X X X X X X X X W X W X X X X X X X X W W W X X W X X X X X X X X W MATCHLINE SP-42 550 X X X XXX W X X X X W X X XXX X X X X X X W W X MOTOR

X X X X X X X X X X X W X W X X X X X X X X W W W X X W X X X X X X X X W MATCHLINE SP-42 550 X X X XXX W X X X X W X X XXX X X X X X X W W X MOTOR VEHICLE SURFACE AREA: 257,012 SF 5.84 Acres X X 619,951.3 SF 14.23 Acres W X 1,234,888.2 SF 28.35 Acres X X DISTURBED: R Call before you dig. X X X X W X 558 TOTAL IMPERVIOUS: Know what's below. X X S W X FF:558.5 MATCHLINE SP-42 SP-41 SHEET 41 OF 66

XXX X X XXX SOIL EROSION AND SEDIMENT CONTROL PLAN - B Scale AS SHOWN PWA X X X X X X X X X W W W W W W W W W W W W W X X X X W W 542 W X X X W X W W X X W X X W X W X X X X W X W X W X W X X 544 W X W X W W X W X W X W X W W X X X X 546 X X W X W X W X W X W X W X WARNE R X W W W X W X W W X W X W W X X W X X W X X W X X W X X X X W X 53 0 53 2 53 4 X 6 53 ROAD 52 8 X W XXX X X XXX X X X X X X X W W W X X W W X X 548 W W X X W X W W W X W 54 W 4 W W W W W 54 6 W 550 W 54 8 W W W 55 W 0 W W W 55 2 55 2 W W W X X W W W W W W W X X 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W Checked by W E Anderson Consulting Services LLC W PWA 536 W W W W W W X W X W W X X X X W X X X W W W W X X W X W X S W X W X S X W X W X W X S S X W X W X W X W X W X W X W X X W X X W X X X W X W W X X X X W X X W X W X X W X X W X X W X X W X X W X W X X W X 56 W X X X W X X X 56 4 2 W X W X W X W X 56 6 W X W X X X W W W X X X X X X X X X W X 56 8 X X X X X W X X X XX X X X XX X W XX X X XX X X 56 6 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON X X 4 56 Designed by W W X X X X X X X X X X X X X X X X X 544 W X X X W W X X X X W X W X XX X X X XX X XX X X XX X X X BCA X X X X X X 542 X 546 X Drawn by W W X X X X X X X X X X X X X X X X W X X X X X X X X X X X X X X 546 X Date W Proj. No. W X X X X X X X X X X X X X X X X X X X X X PRELIMINARY AND FINAL SITE PLAN W W E W W TL AN W W LU F W W X X X X X X X X X X X X X X W W W W W X W W W X W W W X W W X KUZIK DRIVE X W X W W X XXX X X XXX X W W X X X X X X W X W X XXX X X XXX W W X W X X X X X X X X X X XXX X

X X X W W W W W X W W W X W W W X W W X KUZIK DRIVE X W X W W X XXX X X XXX X W W X X X X X X W X W X XXX X X XXX W W X W X X X X X X X X X X XXX X X XXX X X X X X W X X X X X X W X X X W X X W W X X W W X X X W X X X X W X X X X X X W X X X X X X X X W X X X X W X X X X W X X X X X X X X W X X X X X X X X X W X X X X X W X X X X X X X X X X X 544 XXX X X XXX XXX X X XXX X X X X X W X X X X XXX X X XXX X X 6 X X XXX X X XXX XX X X XX X X X X X X X X X XXX X X XXX X X X XXX X X XXX X X X X XXX X X XXX X X X 542 X X X X X X X X X X X X X 540 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X W X X W X W X W X X X W X W X W X X W X X X W X X X X X X X X W X X X X W X X X X W X X W X X X W X W X W W X X X X X X W X X X X W W X X X W W XXX X X XXX W X X W X X X X X W X X X X W X X X X W X X X W W X XXX X X XXX X X XXX X X XXX X X W X X X R DRIV W W W X X X FOWLE W W X W W X X X MOTOR VEHICLE SURFACE AREA: 257,012 SF 5.84 Acres X X W X W 54 W X X X X X X X X 57 2 57 0 W W XXX X X XXX X W X X X W X X X W X X X X W X X X X X W X X X X X X W X X X X X X W X X X X 540 X X X X W X X X X W X X X X X W X 2 X 544 X 542 X 542 X X W X X X X W X 53 X X X W X X X X X W X X X 544 X X X W X X X X X W X X X 8 53 X X W X X X 546 W 550 X X W X W W X X 546 X X X X X W X X X 548 X X X W X X X X X X W X X X W XXX X X XXX X X X X X X X X 548 X X X X X X X X W X X X INLET PROTECTION FENCING (TYP) W X X X W X X X X X X X W X X X 560 X W X X X 562 W W W X W X X X X 558 X W W X W X X W X W X X X X W X X 1,234,888.2 SF 28.35 Acres X W X X DISTURBED: X W X 534 W W X W X 536 554 558 560 X W W W X W X X 4,010,981.8 SF 92.08 Acres X W X X UNDISTURBED /

X X X X W X X 1,234,888.2 SF 28.35 Acres X W X X DISTURBED: X W X 534 W W X W X 536 554 558 560 X W W W X W X X 4,010,981.8 SF 92.08 Acres X W X X UNDISTURBED / PRESERVED: X W X X 550 556 562 X X X W W X X 562 X W W W W X W W X X X X W W X X X X W W X X X X W W X X W W X X X X W W W X X W X X W X X 532 X W W W X X STABILIZED CONSTRUCTION ENTRANCE (TYP) W W X X 552 X X W W W X X X W W W W W X X W W W X X W W X X 538 X W X W W W X X W W X X W W X X W X X W X X X W X X X W X X W X X X X X X W X X X X W X X X W X X X X W X X X W X X W X X X W X X BASIN 2-6 W X X BASIN 2-5 540 W W W X X W W W X W X W W W X X W X X W X W W X X BASIN 2-4 W X X BASIN 2-3 W X X BASIN 2-2 INLET PROTECTION FENCING (TYP) W W W W W X X X W X X X X X X X X X X X X X X X X X X X X X X X W W W X X X X X X X X X X X 538 W W W W X X X X 1 BASIN 2- W W W W X X X X X 550 X X 552 X X X X X X X X X X X X X X X X X X X X 4 53 X X X X 534 X X X X 536 538 554 X X X X X X X X 556 X X X X X X X 538 X X X X X XXX X X XXX X X X FF:558.5 X X X X SOIL COMPACTION TESTING LOCATION (TYP) X X X X X X X X X X X X X X X X 562 X X X X X X X X 55 8 X X 540 X X X X X X DOG PARK X X X X X X X X X X X X X 558 X X X X 540 X 2 FF:558.5 X 54 X 4 54 560 X 542 X 544 X X X X 546 X X X X 562 8 560 54 558 X 0 556 X 55 554 X 546 X 2 556 542 X X X 544 X X XXX X X XXX X X X XXX X X XXX X 540 550 X X X 8 54 X X X X X 564 W X X X X X X X 55 X W X X X X X X X 4 X 4 56 566 X X X X X X X X X X X X X X X X X X X X X 8 X Call before you dig. 2 53 Know what's below. 536 X X 534 X R 53 X SOIL COMPACTION TESTING LOCATION (TYP) X 55 X W X SILT FENCE (TYP) 55 6 X 6 56 W MATCHLINE SP-41 MATCHLINE SP-41 X X X X X X X X X X X X INLET PROTECTION FENCING (TYP) X X X X X X X X X SEE SHEET SP-42 FOR ADDITIONAL NOTES AND DETAILS SP-42 SHEET 42 OF 66 X

6" 8 FT. R Know what's below. Call before you dig. 6" SILT FENCE DETAIL SCALE: NTS ” ” “ SOIL EROSION AND SEDIMENT CONTROL DETAILS DUST CONTROL NOTES: PWA Checked by SOIL STOCKPILE SCALE: NTS STABILIZED CONSTRUCTION ENTRANCE 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 ” SCALE: NTS AS SHOWN PWA Designed by SOIL EROSION & SEDIMENT CONTROL NOTES: Scale BCA Drawn by Date Proj. No. “ PRELIMINARY AND FINAL SITE PLAN INLET SEDIMENT CONTROL DEVICE SCALE: NTS ” SP-43 SHEET 43 OF 66 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON

580 S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED D L No. 33410 . A N DE W R 578 576 W 5.0 59 0 FF: 582. : BF N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 PAUL W. ANDERSON 7.5 :59 TC 97.0 :5 BC 596 STA .34 594 + S PAU T L .0 .5 + 594 FE PR O 2.0 : 58 TW : 576.0 BW W 6.0 : 57 TW : 572.3 BW S 1.8 : 57 TC 571.3 : BC + W + 1.8 + 57 572 2 2 1.1 2 : 57 TC 570.6 : BC W W W W W W 0 57 W W W W W W W W W W W 8 .05 + 571 5.0 : 59 TW : 594.0 BW .85 571 5 + TC: 571.3 : BC W 17 LF 18" HDPE S = 1.1 % + 2 1.2 2 : 57 TC 570.7 : BC 0.3 + 57 56 8 9.0 :59 TW :597.5 BW 594 .16 + 2.7 + C: 57 .2 2 T : 57 BC 4 6 + 594 + S 2.0 : 58 TW : 577.5 BW 7.2 : 57 TW : 573.2 BW CB-19 TG:572.50 INV(IN):569.50 INV(OUT):569.40 56 56 594 592 9.0 : 58 TW : 586.0 BW 5.0 : 58 TW : 578.0 BW 71 LF 15" HDPE S = 5.1 % 582 2 57 2 2.0 : 59 TW : 592.0 BW 590 8 58 w w 56 W 0 568 CB-21 TG: 563.37 INV(OUT): 559.55 56 584 Y SE ON IN EER 592 592 584 580 w S 8.0 : 57 TW : 573.5 BW 6 W 5 70 55 8 566 230 LF 15" HDPE S = 7.3 % CB-17 TG:576.45 (CB-18)INV(IN):573.26 (CB-15)INV(IN):573.20 INV(OUT):573.15 58 S CB-20 RIM:572.50 INV(IN):569.18 INV(OUT):569.15 596 4.0 : 58 TW : 578.0 BW W .0 564 544 542 W W CB-25 TG: 535.60 (CB-26)INV(IN): 532.31 (CB-24)INV(IN): 531.29 INV(OUT): 531.25 562 40 LF 12" SCH 40 PVC OPEN ON BOTH ENDS TO MAINTAIN NATURAL WATER LEVEL IN WETLANDS S = 0.0 % 546 W W W W W 532 INFLOW HEADWALL WITH LEVEL SPREADER INV: 528.1 560 558 556 554 552 550 548 534 94 LF 15" HDPE S = 3.4 % 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):567.80 0 W W W PWA PWA Designed by Checked by Anderson Consulting Services LLC BCA Drawn by Date AS SHOWN W PRELIMINARY AND FINAL SITE PLAN Scale W Proj. No. 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W W W 4.0 : 59 TW : 588.0 BW 7.5 : 58 TW : 582.0 BW OL PO .5 2 58 2.0 :58 TW :574.5 BW 5.5 :57 TW :573.9 BW 5.0 : 57 TW : 571.0 BW 4.0 : 59 TW : 594.0 BW 2.0 : 58 TW : 575.0 BW OUTLET STRUCTURE (#3) TG: 531.45 (100YR) 18" x 6" ORIFICE: 530.6 6" ORIFICE: 530.05 (18" OUT): 529.93 S .37 + 571 91 LF 18" CLASS 5 RCP S = 0.5

0 BW 4.0 : 59 TW : 594.0 BW 2.0 : 58 TW : 575.0 BW OUTLET STRUCTURE (#3) TG: 531.45 (100YR) 18" x 6" ORIFICE: 530.6 6" ORIFICE: 530.05 (18" OUT): 529.93 S .37 + 571 91 LF 18" CLASS 5 RCP S = 0.5 % 550 536 530 CB-69 TG:571.9 INV(OUT):568.9 54 CB-29 TG: 530.15 INV: 528.3 31 LF 18" CLASS 5 RCP CONNECT TO S = 0.5 % EXISTING CULVERT INV: 528.0 CB-23 TG: 548.50 INV(OUT): 543.85 538 528 CB-27 TG:531.75 (CB-28)INV(IN): 528.60 (OS#3)INV(IN): 528.60 INV(OUT): 528.60 548 195 LF 15" HDPE S = 5.67 % 54 LF 18" HDPE S = 2.4 % 12 LF 15" CLASS 5 RCP S=1% 4 54 2 54 0 8 53 4 53 2 CASCADE SEPARATOR CS-5 (TYP.) 53 17 LF 15" HDPE S = 1.7 % 6 53 22 LF 15" HDPE S = 0.91 % 12 LF 15" RCP S=1% 54 STORM MH W/ OVERFLOW TO CULVERT RIM: 530.4 INV: 528.15 546 CB-28 TG: 531.75 INV(OUT): 528.80 574 574 17 LF 15" HDPE S = 2.0 % 544 CB-26 TG: 535.60 INV(OUT): 532.60 17 LF 15" HDPE S = 1.7 % 43 LF 15" CLASS 5 RCP S = 7.3 % 576 576 546 CB-22 TG: 563.37 (CB-21)INV(IN): 559.22 INV(OUT): 559.20 17 LF 15" HDPE S = 1.1 % S 552 578 + 550 + .5 572 548 572 CB-30 TC: 530.15 INV(OUT): 528.3 CB-24 TG: 548.50 (CB-23)INV(IN): 543.56 (CB-22)INV(IN): 542.37 INV(OUT): 542.35 122 LF 15" HDPE (P) STORM MH-3 S = 8.0 % RIM:572.0 (P) STORM MH-2 INV(IN):568.3 RIM:575.0 INV(OUT):568.30 INV(IN):571.5 INV(OUT):571.5 W 552 S CB-18 TG: 576.45 INV(OUT): 573.45 PROFILE - WARNER ROAD R Know what's below. Callbefore you dig. SCALE: 1"= 50' HORIZ. 1"= 5' VERT. SP-44 SHEET 44 OF 66

S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED D L No. 33410 . A N DE W R W N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 568 570 560 56 4 56 2 W W 57 2 4 57 6 57 57 4 2 57 57 0 56 6 558 W CB-70 TG:567.0 (CB-61)INV(IN):558.53 (CB-65)INV(IN):558.21 INV(OUT):558.20 W W 560 562 W 560 PAUL W. ANDERSON 574 576 W W w w W 56 8 562 556 554 197 LF 15" HDPE S = 6.5 % W 8 556 554 195 LF 15" HDPE S = 5.8 % 194 LF 15" HDPE S = 4.2 % 552 W CB-3 TG:552.30 CB5-INV(IN):549.30 CB4-INV(IN):548.35 INV(OUT):548.30 198 LF 24" HDPE S = 2.3 % 55 564 4 558 562 17 LF 15" HDPE S = 4.4 % 56 W W W 372 LF 15" HDPE S = 1.5 % 566 56 6 W 367 LF 15" HDPE S = 1.7 % W 4 566 W W W 560 556 W 554 W 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 % (G) STORM MH-4 RIM:567.0 INV(IN):559.42 INV(OUT):559.40 FF:558.5 55 CB-4 TG:552.30 INV(IN):549.15 INV(OUT):549.10 568 56 367 LF 15" HDPE S = 1.7 % (P) STORM MH-6 RIM:567.5 INV(IN):556.15 INV(OUT):556.15 174 LF 24" HDPE S = 1.4 % FE PR O 7 LF 15" HDPE S = 1.4 % 564 55 LF 15" HDPE S = 1.0 % 562 CB-59 TG:555.50 INV(OUT):552.50 564 W CB-69 TG:571.9 INV(OUT):568.9 CB-65 TG:575.0 (CB-66)INV(IN):571.72 (CB-67)INV(IN):567.41 INV(OUT):567.40 570 (G) STORM MH-1 RIM:572.0 (CB-69)INV(IN):568.8 (CB-20)INV(IN):567.84 INV(OUT):567.80 TC: 571.12 BC: 570.62 SAN. PUMP #1 PUMP STATIONS TO BE DESIGNED AFTER INITIAL TOWN APPROVAL HAS BEEN RECEIVED S STA 134 LF 15" HDPE S = 1.3 % 86 LF 18" HDPE S = 1.5 % + 570.38 140 LF 18" HDPE S = 1.0 % 564 Y SE ON 8 560 558 556 18 LF 15" HDPE S = 1.2 % + W 0 CB-62 TG:562.75 INV(OUT):559.75 CB-63 TG:571.15 (CB-64)INV(IN):568.29 INV(OUT):568.15 572 W 56 148 LF 15" HDPE S = 5.0 % (G) STORM MH-3 RIM:575.15 INV(IN):565.0 INV(OUT):565.0 + 571.05 + TC: 571.22 BC: 570.72 0 0 57 TC: 571.8 BC: 571.3 + TC: 571.85 BC: 571.35 W 57 568 566 8 55 6 + + 566 571.37 PAU T L 6 2 574 0 572 + 563.0 25 LF 15" HDPE S = 2.0 % 17 LF 15" HDPE S = 1.2 % CB-58 TG:555.50 (CB-59)INV(IN):552.29 INV(OUT):552.25 W 57 4 97 LF 15" HDPE S = 2.0 % 95 LF 15" HDPE S = 1.1 % 576 17 LF 18" HDPE S = 1.1 % CB-20 RIM:572.50 INV(IN):569.18 INV(OUT):569.15 + 572.5 57 57 57 w 55 W W 94 LF 15" HDPE S = 3.4 % CB-67 TG: 572.0 (CB-68)INV(IN):

% 95 LF 15" HDPE S = 1.1 % 576 17 LF 18" HDPE S = 1.1 % CB-20 RIM:572.50 INV(IN):569.18 INV(OUT):569.15 + 572.5 57 57 57 w 55 W W 94 LF 15" HDPE S = 3.4 % CB-67 TG: 572.0 (CB-68)INV(IN): 568.75 INV(OUT): 568.70 TW:570.0 BW:570.0 + 571.82 W 2 56 + 0 CB-6 TG:556.80 (CB-58)INV(IN):552.00 INV(OUT):551.95 572 W (P) STORM MH-3 RIM:572.0 INV(IN):568.3 INV(OUT):568.3 + 570.0 564.0 56 + 576.0 TW: 576.0 BW: 572.3 W 4 56 55 LF 15" HDPE S = 1.6 % CB-19 TG:572.50 + INV(IN):569.50 TC: 572.7 BC: 572.2 INV(OUT):569.40 TW: 577.2 BW: 573.2 IN EER (P) STORM MH-2 RIM:575.0 INV(IN):571.5 INV(OUT):571.5 (G) STORM MH-2 RIM:572.2 INV(IN):566.0 INV(OUT):566.0 + w W 122 LF 15" HDPE S = 8.0 % 136 LF 15" HDPE S = 2.0 % 125 LF 24" HDPE S = 2.9 % CB-5 TG:556.80 CB7-INV(IN):553.55 CB6-INV(IN):551.74 INV(OUT):551.70 w W 6 570 56 CB-64 TG:571.15 INV(OUT):569.15 BW: 573.5 W + 570.0 (P) STORM MH-4 RIM:572.30 INV(IN):566.55 INV(OUT):566.55 w 576 8 56 FF:597.0 GF: 577.0 CB-66 TG:575.30 INV(OUT):572.30 59 LF 15" HDPE S = 2.1 % W 580 2 W CB-68 TG:573.0 INV(OUT):570.0 W 57 0 57 (P) STORM MH-5 RIM:575.30 INV(IN):563.65 INV(OUT):563.65 55 LF 15" HDPE S = 1.1 % 576 GF: 577.0 W FF:558.5 558 556 W 2 W 550 55 550 550 AS SHOWN PWA Checked by Scale PWA Designed by 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com BCA Drawn by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. Anderson Consulting Services LLC 548 PROFILE - BUILDING A ACCESS & PARKING ROAD R Know what's below. Callbefore you dig. SCALE: 1"= 50' HORIZ. 1"= 5' VERT. SP-45 SHEET 45 OF 66