Engineering Plans 2

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

S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED D L No. 33410 . A N DE W R N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 7.5 :59 TC 97.0 :5 BC 580 578 576 W 596 STA PAUL W. ANDERSON S PAU T L .34 594 + 5.0 59 0 FF: 582. : BF 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 8 594 .0 .5 + 594 + 2.7 + C: 57 .2 2 T : 57 BC 4 6 9.0 :59 TW :597.5 BW 594 .16 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 + 71 LF 15" HDPE S = 5.1 % 582 Y SE ON IN EER 592 592 9.0 : 58 TW : 586.0 BW 5.0 : 58 TW : 578.0 BW 584 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 56 596 592 584 w S 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 564 544 542 W W W W W W W INFLOW HEADWALL WITH LEVEL SPREADER INV: 528.1 CB-25 TG: 535.60 (CB-26)INV(IN): 532.31 (CB-24)INV(IN): 531.29 INV(OUT): 531.25 562 546 532 530 560 558 556 554 552 550 548 534 40 LF 12" SCH 40 PVC OPEN ON BOTH ENDS TO MAINTAIN NATURAL WATER LEVEL IN WETLANDS S = 0.0 % CB-20 RIM:572.50 INV(IN):569.18 INV(OUT):569.15 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 % 550 536 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 54 CB-29 TG: 530.15 INV: 528.3 31 LF 18" CLASS 5 RCP CONNECT TO S = 0.5

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 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 CB-69 TG:571.9 INV(OUT):568.9 8.0 : 57 TW : 573.5 BW 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 % 574 574 17 LF 15" HDPE S = 2.0 % 580 546 CB-22 TG: 563.37 (CB-21)INV(IN): 559.22 INV(OUT): 559.20 4.0 : 58 TW : 578.0 BW 552 576 S 550 17 LF 15" HDPE S = 1.1 % W 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): 542.35 578 W 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):571.5 552 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

56 6 56 4 56 2 W W W W 8 556 554 560 S I CE NSE G N SIGNATURE INVALIDSIWITHOUT SEAL OF P.E. ONAL ERAISED D L No. 33410 . A N DE W R 568 554 197 LF 15" HDPE S = 6.5 % 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 % 55 556 W 562 17 LF 15" HDPE S = 4.4 % 560 W 4 570 558 CB-70 TG:567.0 (CB-61)INV(IN):558.53 (CB-65)INV(IN):558.21 INV(OUT):558.20 (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):549.10 560 562 558 (P) STORM MH-6 RIM:567.5 INV(IN):556.15 INV(OUT):556.15 174 LF 24" HDPE S = 1.4 % 564 4 562 367 LF 15" HDPE S = 1.7 % 54 LF 15" HDPE S = 1.1 % 56 W CB-59 TG:555.50 INV(OUT):552.50 57 6 57 57 4 2 57 0 57 w W 56 8 372 LF 15" HDPE S = 1.5 % 566 56 6 W W W CB-61 TG:562.75 (CB-63)INV(IN):560.65 (CB-62)INV(IN):559.18 INV(OUT):559.10 367 LF 15" HDPE S = 1.7 % W 18 LF 15" HDPE S = 1.2 % 568 56 W 554 7 LF 15" HDPE S = 1.4 % 564 55 LF 15" HDPE S = 1.0 % 562 6 FE PR O 8 560 CB-58 TG:555.50 (CB-59)INV(IN):552.29 INV(OUT):552.25 556 55 558 17 LF 15" HDPE S = 1.2 % S W w 0 25 LF 15" HDPE S = 2.0 % CB-69 TG:571.9 INV(OUT):568.9 N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 W W 556 56 CB-62 TG:562.75 INV(OUT):559.75 w CB-63 TG:571.15 (CB-64)INV(IN):568.29 INV(OUT):568.15 CB-65 TG:575.0 (CB-66)INV(IN):571.72 (CB-67)INV(IN):567.41 INV(OUT):567.40 W 566 8 55 148 LF 15" HDPE S = 5.0 % (G) STORM MH-3 RIM:575.15 INV(IN):565.0 INV(OUT):565.0 W CB-6 TG:556.80 (CB-58)INV(IN):552.00 INV(OUT):551.95 W 86 LF 18" HDPE S = 1.5 % 570 0 0 57 (G) STORM MH-1 RIM:572.0 (CB-69)INV(IN):568.8 (CB-20)INV(IN):567.84 INV(OUT):567.80 134 LF 15" HDPE S = 1.3 % 57 568 572 + 570.38 140 LF 18" HDPE S = 1.0 % TC: 571.12 BC: 570.62 564 PAUL W. ANDERSON 4 57 576 + SAN. PUMP #1 PUMP STATIONS TO BE DESIGNED AFTER INITIAL TOWN APPROVAL HAS BEEN RECEIVED W W 2 + 571.05 + 572 564 Y SE ON W 6 574 0 566 W 574 W 57 4 57 97 LF 15" HDPE S = 2.0 % 95 LF 15" HDPE S = 1.1 % 576 2 0 + TC: 571.85 BC: 571.35 TC: 571.22 BC: 570.72 57 57 56 TC: 571.8 BC: 571.3 W 2 56 W + + 566 571.37 W 4 56 560 W 17 LF 18" HDPE S = 1.1 % CB-20 RIM:572.50 INV(IN):569.18 INV(OUT):569.15 (P) STORM

5 BC: 571.35 TC: 571.22 BC: 570.72 57 57 56 TC: 571.8 BC: 571.3 W 2 56 W + + 566 571.37 W 4 56 560 W 17 LF 18" HDPE S = 1.1 % CB-20 RIM:572.50 INV(IN):569.18 INV(OUT):569.15 (P) STORM MH-3 RIM:572.0 INV(IN):568.3 INV(OUT):568.3 W 6 570 56 W STA + 571.82 PAU T L 572 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 W (P) STORM MH-2 RIM:575.0 INV(IN):571.5 INV(OUT):571.5 TW: 576.0 BW: 572.3 W 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 + w W 122 LF 15" HDPE S = 8.0 % 136 LF 15" HDPE S = 2.0 % 55 LF 15" HDPE S = 1.6 % BW: 573.5 w (G) STORM MH-2 RIM:572.2 INV(IN):566.0 INV(OUT):566.0 CB-64 TG:571.15 INV(OUT):569.15 125 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 (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

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 N.J. PROFESSIONAL ENGINEER F NEWJE LIC. R E ONO. 33410 0 56 4 56 6 56 570 8 56 576 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 59 6 w + 59 598 59 6 4 59 2 TW: 582.0 BW: 575.0 2 58 4 58 TW: 585.0 BW: 578.0 586 580 TW:575.5 BW:573.9 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 TW: 582.0 BW: 576.0 + + 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 59 6 TW: 575.0 BW: 571.0 PRELIMINARY AND FINAL SITE PLAN Scale W W W TW:570.0 BW:570.0 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 58 582 17 LF 15" HDPE S = 1.8 % w 592 584 586 6 59 w w 193 LF 15" HDPE S = 9.6 % 578 584 590 580 586 590 588 w w TW: 576.0 BW: 572.3 TW: 582.0 BW: 577.5 W PAUL W. ANDERSON 564 566 568 0 57 5 72 574 590 W W w 6 W 582 588 596 W W w W w 57 59 59 4 w 571.82 + w 580 592 594 6 W W 594 w 592 w 590 W 571.37 572 W 586 W W TC: 571.8 BC: 571.3 TW: 577.2 BW: 573.2 TW: 578.0 BW: 573.5 578 w + + TC: 572.7 BC: 572.2 576 w 566 TC: 571.85 BC: 571.35 590 TW: 585.0 BW: 584.0 588 W W W 571.05 0 W 56 4 + W 586 W + W FE PR O W + + 59 W FF:597.0 GF: 577.0 TC: 571.12 BC: 570.62 59 2 FF:597.0 GF: 577.0 SA N . PU M P PUMP STAT #1 IONS TO BE DESIGN ED AF APPROVAL TER INITIAL TOWN HAS BEEN RECEIVED + W 574 576 TC: 571.22 + BC: 570.72 594 STA 572 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 S PAU T L CB-7 TG:561.80 CB8-INV(IN):558.55 CB9-INV(IN):557.25 INV(OUT):557.20 Y SE ON IN EER 570 w 556 w FT-HC 8'X18' (TYP.) 57 0 W CB-13 TG:595.55 (CB-14)INV(IN):592.25 INV(OUT):592.20 w w 17 LF 15" HDPE S = 1.8 % 592 58 LF 15" HDPE S = 4.3 % 594 CB-50 TG: 587.80 (CB-54)INV(IN): 584.30 (CB-51)INV(IN): 583.30 INV(OUT): 583.05 0 17 LF

.55 (CB-14)INV(IN):592.25 INV(OUT):592.20 w w 17 LF 15" HDPE S = 1.8 % 592 58 LF 15" HDPE S = 4.3 % 594 CB-50 TG: 587.80 (CB-54)INV(IN): 584.30 (CB-51)INV(IN): 583.30 INV(OUT): 583.05 0 17 LF 15" HDPE S = 1.8 % 56 CB-12 TG:588.80 INV(OUT):585.80 284 LF 15" HDPE S = 2.3 % W CB-55 TG:590.80 (CB-56)INV(IN):587.80 INV(OUT):587.75 CB-54 TG:590.90 (CB-55)INV(IN):587.55 INV(OUT):587.40 SAN. MANHOLE 1 RIM:591.30 INV(OUT):586.50 301 LF 15" HDPE S = 4.5 % 109 LF 15" HDPE S = 1.0 % (Y) STORM MH-3 RIM:583.00 INV(IN):579.00 INV(OUT):579.00 117 LF 15" HDPE S = 8.0 % w CB-56 TG:593.70 (CB-57)INV(IN):590.45 INV(OUT):590.40 59 LF 15" HDPE S = 4.5 % FT-HC 6'X12' (TYP.) w 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 % W 584 17 LF 15" HDPE S = 1.1 % (Y) STORM MH-2 RIM:596.50 INV(IN):592.50 INV(OUT):592.50 CB-14 TG:595.55 INV(OUT):592.55 SAN. MANHOLE 3 RIM:588.00 INV (IN): 582.60 INV(OUT):576.70 214 LF 8" SDR-35 SANITARY SEWER PVC S = 0.47% W 582 17 LF 15" HDPE S = 1.1 % CB-68 TG:573.0 INV(OUT):570.0 170 LF 8" SDR-35 SANITARY SEWER PVC S = 1.65% 58 0 CB-57 TG:595.25 INV(OUT):592.25 89 LF 15" HDPE S = 2.0 % SAN. MANHOLE 2 RIM:596.00 INV (IN): 585.50 INV(OUT):585.40 W 57 8 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):581.25 205 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 6 71 LF 15" HDPE S = 5.1 % CB-16 TG:585.10 INV(OUT):582.10 86 LF 15" HDPE S = 10.1 % 4 W (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 57 17 LF 15" HDPE S = 1.1 % (R) STORM MH-1 RIM:562.00 INV(IN):558.00 INV(OUT):558.00 W 57 4 57 2 W 574 570 225 LF 8" SDR-35 SANITARY SEWER PVC S = 4.09% CB-19 TG:572.50 INV(IN):569.50 INV(OUT):569.40 SAN. PUMP#1 RIM:571.50 INV (IN): 566.50 INV(OUT):FORCEMAIN 57 6 568 W (P) STORM MH-2 RIM:575.0 INV(IN):571.5 INV(OUT):571.5 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 % W W (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