Engineering Plans 2

SDR-35 SANITARY SEWER PVC S = 2.03% Scale W W 16 LF 15" SOLID HDPE S = 4.1 % CB-74 TG:593.55 INV(OUT):590.55 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 594 W S S S W 582 W 570 W 572 W S W W W S 4 w S S S W 58 W S W W W 34 LF 15" SOLID HDPE (CB-34)INV(IN):560.20 S = 3.1 % 13 LF 15" SOLID HDPE S = 3.0% 574 S S S S S S S S 2 S 53 6 53 4 S S W W W 52 8 W W W PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 4" Vriprap = 2.52 CY W 53 W W W 53 0 W W 6 58 W WARNE W W W W W CB-27 TG:531.75 (CB-28)INV(IN): 528.60 (OS#3)INV(IN): 528.60 W W W W W 532 W W W W W 54 LF 18" HDPE S = 2.4 % INV: 570.0 INV: 569.5 w 56 LF 36" POROUS HDPE S=0% STORM MANHOLE RIM: 594.0 (STORM MH)INV(IN):587.75 INV: 586.0 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 OUTLET STRUCTURE (#3) TG: 531.6 (100YR) 18" x 6" ORIFICE: 530.6 6" ORIFICE: 530.2 (18" OUT): 529.93 W W W INFLOW HEADWALL WITH LEVEL SPREADER D50 = 4" Vriprap = 5.42 CY W W W W STORM MH RIM: 594.96 INV: 591.73 (15" IN) INV: 591.63 (15" OUT) INV: 586.0 (36") INV: 528.1 534 5 LF 15" SOLID HDPE S = 2.0 % W W W CB-41 TG:594.94 INV(OUT):591.83 W WETLANDS EDUCATIONAL SIGN STORM MANHOLE RIM: 574.0 INV: 569.9 57 LF 18" SOLID HDPE S = 2.6 % W S W 2 58 W W 536 CB-25 TG: 535.60 (CB-26)INV(IN): 532.31 (CB-24)INV(IN): 531.29 INV(OUT): 531.25 8 58 W R ROAD W W 80 LF 36" POROUS HDPE S=0% 58 0 CB-42 TG: 594.94 INV(OUT): 591.90 W W W GF:597.0 S W W 596 S W W 582 W 55 2 W W 11 LF 15" SOLID HDPE S = 2.0 % FF:618.0 S W 54 4 W W S OUTLET STRUCTURE (#5) RIM: 576.0 100 YR OF: 573.0 INV(18"x6"): 572.4 INV: 570.0 S W W W SAN. MANHOLE-10 RIM:596.54 INV(OUT):589.5 S CB-37 TG:583.15 (CB-38)INV(IN):579.86 INV(OUT):570.85 S W W S S S INV: 580.4 PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 9" Vriprap = 16.4 CY INFLOW LEVEL SPREADERS(2) D50 = 4" Vriprap = 7.48 CY 0 W W STORM MH RIM: 597.0 INV: 594.0 (15" IN) INV: 586.0 (36" OUT) INV: 586.0 (36" IN) S 8 53 12 LF 15" SOLID HDPE S = 2.9% 1 LF 15" SOLID HDPE S = 2.9% W W W 56 LF 15" SOLID HDPE S = 1.0 % 59 W W 542 195 LF 15" HDPE S = 5.67 % S INV: 570.0 W W W 6 W 55 0 W W 54 8 17 LF

3 12 LF 15" SOLID HDPE S = 2.9% 1 LF 15" SOLID HDPE S = 2.9% W W W 56 LF 15" SOLID HDPE S = 1.0 % 59 W W 542 195 LF 15" HDPE S = 5.67 % S INV: 570.0 W W W 6 W 55 0 W W 54 8 17 LF 36" POROUS HDPE S=0% W W W 54 8 W 59 W W 540 W W W 542 544 W W 55 2 W W 123 LF 15" SOLID HDPE S = 2.0 % OUTLET STRUCTURE (#4) RIM: 597.0 100 YR OF: 591.8 INV: 589.95 (6" OUT) INV: 586.00 (36" IN) STORM MH RIM: 597.0 INV: 589.25 (IN) INV: 582.0 (OUT) 544 538 ENCASE PIPE IN CEMENT UNDER WALL FF:618.0 GF:606.0 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. W BUILDING D.1 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 W W W 17 LF 15" HDPE S = 1.7 % 546 540 CB-39 TG:591.00 (CB-40)INV(IN):586.80 INV(OUT):570.50 PAUL W. ANDERSON 105 LF 15" SOLID HDPE S = 3.0 % W W W W 546 W CB-28 TG: 531.75 INV(OUT): 528.80 S W W W W 548 W CASCADE SEPARATOR CS-5 (TYP) S W W 592 W 548 W 43 LF 15" CLASS 5 RCP S = 7.3 % W W 19 LF 15" SOLID HDPE S = 3.42 % W CB-43 TG: 599.90 (CB-44)INV(IN): 596.58 INV(OUT): 596.50 550 W CB-26 TG: 535.60 INV(OUT): 532.60 W W W 0 S 17 LF 15" HDPE S = 1.7 % W W 60 CB-73 TG:593.55 INV(OUT):590.55 TG: 604.10 INV(IN): 600.20 INV(OUT): 600.15 W W W CB-24 TG: 548.50 (CB-23)INV(IN): 543.56 (CB-22)INV(IN): 542.37 INV(OUT): 542.35 550 19 LF 15" SOLID HDPE S = 1.7 % W W CB-23 TG: 548.50 INV(OUT): 543.85 INV(IN): 597.00 INV(IN): 596.92 INV(OUT): 596.90 W W 40 LF 12" SCH 40 PVC OPEN ON BOTH ENDS TO MAINTAIN NATURAL WATER LEVEL IN WETLANDS S = 0.0 % (CB-74)INV(IN):589.90 INV: 588.80 SP-61 SHEET 61 OF 66

OUTLET STRUCTURE (2-6) TG: 543.0 6" ORIFICE: 541.73 12" HDPE OUT: 540.0 W 2 53 W W W W W W S W 582 S 596 58 80 LF 36" POROUS HDPE S=0% WETLANDS 5 LF 15" SOLID HDPE 0 S W PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 9" Vriprap = 16.4 CY W W W W W W 569.2 15" RCP S = 2.9% 538.07 18" HDPE S = 2.6% 534.9 534.70 21" HDPE S = 0.6% 21" HDPE S = 0.6% R Know what's below. Call before you dig. BASIN #2 - DISCHARGE PROFILE BASIN #4 - DISCHARGE PROFILE BASIN #5 - DISCHARGE PROFILE AS SHOWN PWA Checked by PRELIMINARY AND FINAL SITE PLAN 569.5 580.20 MH RIM:538.8 INV:535.25 (OUT) BASIN #1 - DISCHARGE PROFILE PWA 580.40 MH RIM:539.5 INV:535.4 (OUT) 530.3 Designed by 572 582.5 530.5 BCA PROPOSED GRADE EXISTING GRADE 532.0 Proj. No. MH RIM:576.0 INV:569.9 (OUT) EXISTING GRADE Date 589.25 Drawn by 2' WIDE CONCRETE CORE Scale Anderson Consulting Services LLC W MH RIM:596.8 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W 56 6 W S INV: 580.4 2 58 580 576 574 572 OUTLET STRUCTURE #1 TG:544.75 8" ORIFICE: 542.6 15" HDPE OUT: 541.0 W (CB-34)INV(IN):560.20 INV(OUT):560.10 28 LF 15" SOLID HDPE S = 3.0% 578 8 LF 21" HDPE S = 0.6 % 56 LF 15" SOLID HDPE S = 1.0 % PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 4" Vriprap = 2.52 CY 572 OUTFLOW HEADWALL WITH LEVEL SPREADER D50 = 7" Vriprap = 13.5 CY MH RIM: 538.8 INV: 535.25 15" HDPE S = 6.1% SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. W INV: 569.5 MH 2-6 RIM: 539.5 INV: 537.0 (IN) INV: 535.4 (OUT) 540 INV: 570.0 570 PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 4" Vriprap = 2.52 CY W 2 W 8 53 10 FT EMERGENCY 100YR OVERFLOW WEIR INV: 543.0 W STORM MANHOLE RIM: 574.0 INV: 569.9 57 LF 18" SOLID HDPE S = 2.6 % W 536 534 53 INV: 586.00 (36" IN) STORM MH RIM: 597.0 INV: 589.25 (IN) INV: 582.0 (OUT) N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 15 LF 12" HDPE S = 8.0 % 32 LF 21" HDPE S = 0.6 % INV: 534.9 574 170 LF 15" HDPE S = 6.1 % INV: 530.5 PAUL W. ANDERSON OUTLET STRUCTURE (#1) 10 FT EMERGENCY TG: 544.75 100YR OVERFLOW WEIR 8" ORIFICE: 542.6 INV: 543.1 15" HDPE OUT: 541.0 568 542 544 546 542 544 546 540 MH 2-5 RIM: 540.0 INV: 537.5 (IN) INV: 536.7 (OUT) W 540 100YR OVERFLOW WEIR INV: 544.5 SP-62 SHEET 62 OF 66

W W W W W 60 4 W CB-53 TG:610.0 (CB-71)INV(IN):607.0 INV(OUT):606.9 W E-INLET TG: 603.80 INV(OUT): 602.06 W W 612 W CB-71 TG:611.0 INV(OUT):607.9 60 62 LF 15" SOLID HDPE S = 3.0 % W 2 W W CB-44 TG: 599.90 INV(IN): 597.00 INV(IN): 596.92 INV(OUT): 596.90 W 0 61 W 19 LF 15" SOLID HDPE S = 1.7 % 8 60 W 60 0 E-INLET TG: 604.10 INV(IN): 600.20 INV(OUT): 600.15 W 59 LF 15" HDPE S = 1.5 % W W 606 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. W W 60 6 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON W W 196 LF 15" SOLID HDPE S = 5.0 % 105 LF 15" SOLID HDPE S = 3.0 % W 90 LF 15" HDPE 604 S = 13.5 % W CB-43 TG: 599.90 (CB-44)INV(IN): 596.58 INV(OUT): 596.50 W BUILDING D.1 W 123 LF 15" SOLID HDPE S = 2.0 % OUTLET STRUCTURE (#4) RIM: 597.0 100 YR OF: 591.8 INV: 589.95 (6" OUT) INV: 586.00 (36" IN) STORM MH RIM: 597.0 INV: 589.25 (IN) INV: 582.0 (OUT) W 11 LF 15" SOLID HDPE S = 2.0 % FF:618.0 GF:597.0 S INV: 580.4 W S W CB-42 TG: 594.94 INV(OUT): 591.90 W 596 S 2 S 80 LF 36" POROUS HDPE S=0% W 58 0 0 W PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 9" Vriprap = 16.4 CY 6 58 590 SAN. MANHOLE-10 RIM:596.54 INV(OUT):589.5 S 582 59 59 S S S W 2 56 LF 15" SOLID HDPE S = 1.0 % W 16 LF 15" HDPE S = 2.1 % 59 WETLANDS EDUCATIONAL SIGN W CB-56 TG:593.70 (CB-57)INV(IN):590.45 INV(OUT):590.40 CB-41 TG:594.94 INV(OUT):591.83 S S S 594 S S W S S W W W S W W 578 W S CB-39 TG:591.00 55 LF 15" SOLID HDPE BCA PWA PWA Drawn by Designed by Checked by Date PRELIMINARY AND FINAL SITE PLAN Proj. No. Anderson Consulting Services LLC W W W 122 LF 15" HDPE 592 W 574 S 86 LF 15" HDPE S = 10.1 % 19 LF 15" SOLID HDPE S = 3.42 % W W S W S S W W W W SAN. MANHOLE-9 RIM:592.27 INV(IN):585.2 INV(OUT):585.2 W 580 S W W 580 CB-16 TG:585.10 INV(OUT):582.10 71 LF 15" HDPE S = 5.1 % S W 212 LF 8" SDR-35 SANITARY SEWER PVC S = 2.03% W 578 W 582 59 LF 15" HDPE S W 584 GF: 584 W 586 (P) STORM MH-1 RIM: 587.00 BUILDING A.2 (CB-50)INV(IN):581.25 INV(OUT): 581.25 FF:597.0 588 109 LF 15" HDPE S = 1.0 % S W W S S W 580 590 W S S W W 582 W POOL 582.5 W 26 LF 15" HDPE S = 3.6 % CB-17 TG:576.45 (CB-18)INV(IN):573.26 (CB-15)INV(IN):573.20 INV(OUT):573.15 FF:595.0 BF:582.0 S W W 584 W 17 LF 15" HDPE S = 1.1 % 89 LF 15" HDPE S = 2.0

OOL 582.5 W 26 LF 15" HDPE S = 3.6 % CB-17 TG:576.45 (CB-18)INV(IN):573.26 (CB-15)INV(IN):573.20 INV(OUT):573.15 FF:595.0 BF:582.0 S W W 584 W 17 LF 15" HDPE S = 1.1 % 89 LF 15" HDPE S = 2.0 % 6 S W 16 LF 15" SOLID HDPE S = 4.1 % CB-74 TG:593.55 INV(OUT):590.55 W W 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 % S 58 586 w w 592 6 594 59 CB-14 TG:595.55 INV(OUT):592.55 S W W S W W W S w W 56 LF 36" POROUS HDPE S=0% STORM MANHOLE RIM: 594.0 (STORM MH)INV(IN):587.75 INV: 586.0 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 S 8 588 W S 6 59 592 58 S W S W S 34 LF 15" SOLID HDPE S = 3.1 % W S W W S W W S W w S CB-57 TG:595.25 INV(OUT):592.25 w W S W W W STORM MH RIM: 594.96 INV: 591.73 (15" IN) INV: 591.63 (15" OUT) INV: 586.0 (36") w S W 5 LF 15" SOLID HDPE S = 2.0 % W 59 4 W S W WETLANDS EDUCATIONAL SIGN 594 S W W 59 LF 15" HDPE S = 4.5 % 71 LF 15" HDPE S = 4.3 % 0 S W 44 LF 15" HDPE S = 4.2 % 59 S W CB-50 TG: 587.80 (CB-54)INV(IN): 584.30 (CB-51)INV(IN): 583.30 INV(OUT): 583.05 W W 590 S W 592 594 59 6 2 17 LF 15" HDPE S = 1.8 % 59 CB-13 TG:595.55 (CB-14)INV(IN):592.25 INV(OUT):592.20 58 LF 15" HDPE S = 4.3 % AS SHOWN 6 59 4 Scale 59 W CB-51 TG:589.00 (CB-52)INV(IN):586.00 INV(OUT):585.80 W (Y) STORM MH-1 RIM: 596.60 (ROOF DRAIN)INV(IN):593.60 INV(OUT): 593.60 STORM MH RIM: 597.0 INV: 594.0 (15" IN) INV: 586.0 (36" OUT) INV: 586.0 (36" IN) W 167 LF 15" HDPE S = 5.0 % W CB-55 TG:590.80 (CB-56)INV(IN):587.80 INV(OUT):587.75 17 LF 36" POROUS HDPE S=0% W CB-54 TG:590.90 (CB-55)INV(IN):587.55 INV(OUT):587.40 8 W FF:614.2 GF:602.2 59 W 8 W 59 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 602 W BUILDING C FF:618.0 GF:606.0 W CB-52 TG:597.70 (CB-53)INV(IN):594.70 INV(OUT):594.50 R Know what's below. Call before you dig. SP-63 SHEET 63 OF 66

FULL DEPTH PAVEMENT (SITE) SCALE: NTS 2 ASPHALT MILLING/RESURFACING SCALE: NTS 3 CONCRETE SIDEWALK SCALE: NTS SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON 1 SCALE: NTS R3'-3.375" 1'-2" CONCRETE VERTICAL CURB SCALE: NTS 5 BELGIAN BLOCK CURB SCALE: NTS SAFETY RED COLOR COATING 6 PAVEMENT MARKINGS SCALE: NTS 6" MIN., 8" MAX. 24" MIN. CURB RAMP DELINEATION CURB RAMP WIDTH SIDEWALK CURB Anderson Consulting Services LLC 4 DIRECTION OF TRAVEL 0.65" MIN. BASE TO BASE T.D. SPACING NO OUTLET DO NOT 1.6" MIN. TO 2.4" MAX. CENTER TO CENTER T.D. SPACING ENTER 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 1'-10" 8" 10" 1'-4" R2'-3.563" 7 CURB RAMP NJDOT TYPE 1 SCALE: NTS 8 CURB RAMP NJDOT TYPE 5 SCALE: NTS 9 SCALE: NTS DETECTABLE WARNING SURFACE 10 TRAFFIC SIGNAGE SCALE: NTS R7-8 12" X 18" R7-8P 10" X 12" AS SHOWN Scale PWA 0.90" MIN. TO 1.4" MAX. BASE DIAMETER Checked by ELEVATION PRELIMINARY AND FINAL SITE PLAN SIDEWALK Proj. No. 0.20" PWA NO OUTLET Designed by PEDESTRIAN CROSSING BCA DO NOT ENTER Date STOP SIGN 0.45" MIN. TO 0.90" MAX. TOP DIAMETER TRUNCATED DOME (T.D.) Drawn by PLAN VIEW R 7-8b 12" X 6" BREAKAWAY BASE DETAIL SP-64 SIGNAGE INSTALLATION DETAIL - SCALE: NTS 11 HANDICAP SIGN DETAIL SCALE: NTS 12 TRAFFIC SIGN INSTALLATION SCALE: NTS SHEET 64 OF 66

PIPE TRENCH AND BEDDING SCALE: NTS 2" TYP. 4" 2" x 1/2" 3/4"Ø ALUMINUM BARS CONTINUOUS WELD TO TOP GRATE TOP GRATE WEIR OPENING ANCHOR HOLES NOTE: RACK OPENINGS TO BE 4" X 4" SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. PRELIMINARY AND FINAL SITE PLAN CONTINUOUS WELD TO TOP GRATE AS SHOWN 9 Scale 8 CLEAN OUT COVER (TRAFFIC AREA) PWA SCALE: NTS Checked by CLEAN OUT DETAIL PWA 7 Designed by STANDARD STORM PIPE TRENCH DETAIL BCA 6 Drawn by SCALE: NTS Date TYPE N-ECO CURB PIECE Proj. No. 5 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 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON SCALE: NTS SP-65 10 TRASH RACK FOR ORIFICE OPENING SCALE: NTS 11 TRASH GRILL FOR WEIR OPENINGS SCALE: NTS SHEET 65 OF 66

PRELIMINARY AND FINAL SITE PLAN 5 TYPICAL 1" SERVICE OUTSIDE METER TILE SCALE: NTS 6 TRENCH RESTORATION DETAIL SCALE: NTS 7 4 TYPICAL VALVE BOX INSTALLATION 2" BLOW-OFF INSTALLATION SCALE: NTS 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com SCALE: NTS AS SHOWN SCALE: NTS Scale BLOW OFF ASSEMBLY DETAIL PWA 3 Checked by Anderson Consulting Services LLC SCALE: NTS PWA THRUST BLOCK SCHEDULE Designed by 2 BCA SCALE: NTS Drawn by TYPICAL HYDRANT INSTALLATION Date Proj. No. 1 SP-66 SHEET 66 OF 66 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON