WEH Full Civil Set Submission 2 5 13 24 SITE PLANS

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 % 6 BASIN 2INFLOW 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 AS SHOWN 55 50 LF 12" HDPE S = 6.3 % Scale W W 550 W W W 0 -1 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 W W W 8 W BASIN 2 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 W W W W 54 55 (G) STORM MH-7 RIM: 548.7 INV(IN):543.0 INV(OUT): 543.0 INFLOW HEADWALL WITH LEVEL SPREADER D50 = 6" Vriprap = 19.0 CY 550 W (P) STORM MH-8 RIM: 551.80 INV(IN):547.80 INV(OUT): 547.80 (G) STORM MH-6 RIM: 551.70 INV(IN):547.00 (O) STORM MH-2 INV(OUT): 547.00 RIM: 551.50 INV(IN):544.30 INV(OUT): 544.30 CASCADE SEPARATOR CS-5 (TYP) (O) STORM MH-3 RIM: 550.25 INV(IN):543.25 INV(OUT): 543.25 198 LF 24" HDPE S = 2.3 % OUTLET STRUCTURE (2-1) TG: 547.95 6" ORIFICE: 547.20 6" ORIFICE: 546.95 12" HDPE OUT: 546.00 INV(OUT): 545.3 552 PAUL W. ANDERSON W 550 S = 1.0 % 96 LF 15" HDPE S = 1.0 % SP-60 SHEET 60 OF 66

W W W W S S S W W W W S S S S S S S S S S S S S S S S W W S W S W W W W W W W W W W W S W W W SAN. MANHOLE-9 RIM:592.27 INV(IN):585.2 S W Anderson Consulting Services LLC S W S W S W S W S W S W W 212 LF 8" SDR-35 SANITARY SEWER PVC S = 2.03% GROUNDWATER TABLE ENCOUNTERED @ 568.0 PER THE SOIL BORING TEST PIT NO. TP-D1 & TP-D2. PERMEABILITY RATE K = 0.64 IN/HR (K2) @ 8' K = 2.64 IN/HR (K3) @ 4' EXISTING GRADE 100 YEAR DESIGN FLOOD ELEVATION: 531.69 (NAVD1988) 10 YEAR DESIGN FLOOD ELEVATION: 589.75 (NAVD1988) 10 YEAR DESIGN FLOOD ELEVATION: 530.77 (NAVD1988) PERMEABILITY 0.74in/hr @ 530 BASIN #3 - WARNER ROAD R Know what's below. Callbefore you dig. 2 YEAR DESIGN FLOOD ELEVATION: 589.11 (NAVD1988) 2 YEAR DESIGN FLOOD ELEVATION: 530.38 (NAVD1988) 6" SAND LAYER PERMEABILITY 10.0in/hr MAX 2 YEAR DESIGN FLOOD ELEVATION: 572.14 (NAVD1988) 585.0 BOTTOM OF STONE LAYER PERMEABILITY 0.61in/hr (E-1) PERMEABILITY 0.95in/hr @ 528 54.00' of 18" RCP CLASS 5 @ 0.6% PERMEABILITY 0.69in/hr (E-2) 56.00' of 15" RCP @ 2.9% 6" SAND LAYER PERMEABILITY 10.0in/hr MAX PERMEABILITY 2.64 in/hr (D-2) PROPOSED GRADE: 570.5 GROUNDWATER SEEPAGE @ (568.0) PERMEABILITY 0.64 in/hr (D-1) GROUNDWATER SEEPAGE @ 7' (583.0) ROAD D POROUS PAVEMENT BASIN 4 ROAD D BASIN BASIN 5 PWA OUTLET STRUCTURE (#3) STA:2+82.10 OFF:6.57R TG:531.45 (100YR OVERFLOW) 18"X6" ORIFICE:530.60 6" ORIFICE:530.05 INV OUT:528.93 18" Reinforced Concrete Pipe Checked by EXISTING GRADE PWA SEE PLAN-PROFILE PLAN FOR UTILITIES. PROPOSED GRADE 10 YEAR DESIGN FLOOD ELEVATION: 572.57 (NAVD1988) Designed by EXISTING GRADE BCA 100 YEAR DESIGN FLOOD ELEVATION: 573.29 (NAVD1988) Drawn by PERMEABILITY RATE K = 0.61 IN/HR (K2) @ 5' K = 0.69 IN/HR (K2) @ 9' 100 YEAR DESIGN FLOOD ELEVATION: 591.49 (NAVD1988) Proj. No. PROPOSED GRADE PRELIMINARY AND FINAL SITE PLAN NO GROUNDWATER ENCOUNTERED PERMEABILITY RATES TP-G1 - K = 0.95 IN/HR (K2) @ 6' TP-G2 - K = 0.74 IN/HR (K2) @ 9' Date GROUNDWATER TABLE ENCOUNTERED @ 583.0 PER THE SOIL BORING TEST PIT NO. TP-E1. AS SHOWN S W W 16 LF 15" SOLID HDPE S = 4.1 % CB-74 TG:593.55 INV(OUT):590.55 Scale W 59 4 CB-38 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax:

TP-E1. AS SHOWN S W W 16 LF 15" SOLID HDPE S = 4.1 % CB-74 TG:593.55 INV(OUT):590.55 Scale W 59 4 CB-38 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com S S W S 574 S S S S S S 2 53 S 53 6 S S W 582 W 570 W 572 W S W W W S 4 w S W 58 W (CB-34)INV(IN):560.20 W W W 34 LF 15" SOLID HDPE S = 3.1 % 13 LF 15" SOLID HDPE S = 3.0% W 53 4 S W w W PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 4" Vriprap = 2.52 CY W S W W W 52 8 W W 53 0 W W W WARNE W W 6 58 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: 531.79 (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 W WETLANDS EDUCATIONAL SIGN W 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 5 LF 15" SOLID HDPE CB-41 TG:594.94 INV(OUT):591.83 STORM MANHOLE RIM: 574.0 INV: 569.9 57 LF 18" SOLID HDPE S = 2.6 % W S W W 80 LF 36" POROUS HDPE S=0% 58 0 CB-42 TG: 594.94 INV(OUT): 591.90 8 58 W R ROAD W W GF:597.0 W W W 538 596 S W W PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 9" Vriprap = 16.4 CY S W W 582 72 LF 15" SOLID HDPE 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: 573.3 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 8 53 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 540 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:

INV: 586.0 (36" OUT) INV: 586.0 (36" IN) S 540 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 2 FF:618.0 17 LF 36" POROUS HDPE SGF:606.0 =0% W W 55 0 8 W 59 W W 54 8 W W 540 W W 542 544 W 54 .1 GD W W 55 2 DIN W W 544 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. W 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) ENCASE PIPE IN CEMENT UNDER WALL N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 IL BU W W W 17 LF 15" HDPE S = 1.7 % 546 CB-39 TG:591.00 (CB-40)INV(IN):586.80 INV(OUT):570.50 PAUL W. ANDERSON 118 LF 15" SOLID HDPE S = 2.8 % 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: 605.00 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

W W 580 578 S Anderson Consulting Services LLC 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. Callbefore you dig. BASIN #2 - DISCHARGE PROFILE BASIN #4 - DISCHARGE PROFILE BASIN #5 - DISCHARGE PROFILE 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 AS SHOWN 544 MH RIM:596.8 Scale 56 6 576 574 5 LF 15" SOLID HDPE 572 WETLANDS S W 80 LF 36" POROUS HDPE S=0% 0 570 W 58 572 W S W 596 (CB-34)INV(IN):560.20 INV(OUT):560.10 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 9" Vriprap = 16.4 CY 13 LF 15" SOLID HDPE S = 3.0% 574 W OUTLET STRUCTURE #1 TG:544.75 8" ORIFICE: 542.6 15" HDPE OUT: 541.0 582 2 58 8 LF 21" HDPE S = 0.6 % S INV: 580.4 568 W OUTFLOW HEADWALL WITH LEVEL SPREADER D50 = 7" Vriprap = 13.5 CY PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 4" Vriprap = 2.52 CY W W 51 LF 15" SOLID HDPE W W 56 LF 15" SOLID HDPE S = 1.0 % MH RIM: 538.8 INV: 535.25 15" HDPE S = 6.1% SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. INV: 569.5 W MH 2-6 RIM: 539.5 INV: 537.0 (IN) INV: 535.4 (OUT) 540 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 W PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 4" Vriprap = 2.52 CY INV: 570.0 W 546 PAUL W. ANDERSON W 5 LF 15" SOLID HDPE STORM MANHOLE RIM: 574.0 INV: 569.9 57 LF 18" SOLID HDPE S = 2.6 % W 546 2 53 INV(OUT):558.30 W 2 W 8 53 53 10 FT EMERGENCY 100YR OVERFLOW WEIR INV: 543.0 W INV: 586.00 (36" IN) STORM MH RIM: 597.0 INV: 589.25 (IN) INV: 582.0 (OUT) 536 534 INV: 530.5 OUTLET STRUCTURE (2-6) TG: 543.94 6" ORIFICE: 541.80 12" HDPE OUT: 540.0 W 170 LF 15" HDPE S = 6.1 % 15 LF 12" HDPE S = 8.0 % 32 LF 21" HDPE S = 0.6 % INV: 534.9 W 542 OUTLET STRUCTURE (#1) 10 FT EMERGENCY TG: 544.75 100YR OVERFLOW WEIR 8" ORIFICE: 542.6 INV: 543.1 15" HDPE OUT: 541.0 W 544 542 MH 2-5 RIM: 540.0 INV: 537.5 (IN) INV: 536.7 (OUT) W 540 100YR OVERFLOW WEIR INV:

(#1) 10 FT EMERGENCY TG: 544.75 100YR OVERFLOW WEIR 8" ORIFICE: 542.6 INV: 543.1 15" HDPE OUT: 541.0 W 544 542 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 606 606 W W W ST W CB-44 TG: 599.90 INV(IN): 597.00 INV(IN): 596.92 INV(OUT): 596.90 ST W ST 0 61 ST W ST ST ST 19 LF 15" SOLID HDPE S = 1.7 % 8 60 W ST ST ST W 606 ST ST 59 8 ST 59 6 W 11 LF 15" SOLID HDPE S S = 2.0 % FF:618.0 GF:597.0 W CB-42 TG: 594.94 INV(OUT): 591.90 W 596 S W S S 80 LF 36" POROUS HDPE S=0% W 58 0 W CB-41 TG:594.94 INV(OUT):591.83 S S S S 59 4 S S S S S S 574 W W S W W W W S 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 CB-39 TG:591.00 W W W S W 578 122 LF 15" HDPE 592 W S 86 LF 15" HDPE S = 10.1 % 19 LF 15" SOLID HDPE S = 3.42 % 4 S W 580 S W W 58 W SAN. MANHOLE-9 RIM:592.27 INV(IN):585.2 INV(OUT):585.2 W S 71 LF 15" HDPE S = 5.1 % 6 W W 58 580 57 6 S W W 582 CB-16 TG:585.10 INV(OUT):582.10 578 S W W W 212 LF 8" SDR-35 SANITARY SEWER PVC S = 2.03% W S W 584 FF:597.0 GF: 577.0 59 LF 15" HDPE 588 W 586 (P) STORM MH-1 BUILDING A.2RIM: 587.00 (CB-50)INV(IN):581.25 INV(OUT): 581.25 S 588 17 LF 15" HDPE S = 1.1 % 89 LF 15" HDPE S = 2.0 % 584 580 W S S W W 590 W S 582 S W S 584 W POOL 582.5 W 26 LF 15" HDPE S = 3.6 % CB-17 CLUBHOUSE TG:576.45 (CB-18)INV(IN):573.26 (CB-15)INV(IN):573.20 INV(OUT):573.15 W 592 6 594 59 W 16 LF 15" SOLID HDPE S = 4.1 % CB-74 TG:593.55 INV(OUT):590.55 W W FT-HC 6'x12' (TYP) 6 S W S 59 w W FF:595.0 BF:582.0 W w 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 % W 58 586 w S W W 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 W W 34 LF 15" SOLID HDPE S = 3.1 % W W W 8 588 W W 58 S w S CB-57 TG:595.25 INV(OUT):592.25 w W S STORM MH RIM: 594.96 INV: 591.73 (15" IN) INV: 591.63 (15" OUT) INV: 586.0 (36") w S 5 LF 15" SOLID HDPE S = 2.0 % W S W WETLANDS EDUCATIONAL SIGN 58 2 0 W 6 W 59 W PROPOSED HEADWALL WITH LEVEL SPREADER D50 = 9" Vriprap = 16.4 CY 6 594 S W 109 LF 15" HDPE S = 1.0 % INV: 580.4 44 LF 15" HDPE S = 4.2 % CB-50 TG: 587.80 (CB-54)INV(IN): 584.30 (CB-51)INV(IN): 583.30 INV(OUT):

L WITH LEVEL SPREADER D50 = 9" Vriprap = 16.4 CY 6 594 S W 109 LF 15" HDPE S = 1.0 % INV: 580.4 44 LF 15" HDPE S = 4.2 % CB-50 TG: 587.80 (CB-54)INV(IN): 584.30 (CB-51)INV(IN): 583.30 INV(OUT): 583.05 588 0 S 71 LF 15" HDPE S = 4.3 % 59 LF 15" HDPE S = 4.5 % 2 2 0 59 W CB-14 TG:595.55 INV(OUT):592.55 SAN. MANHOLE-10 RIM:596.54 INV(OUT):589.5 S 582 59 59 S W S S S 2 4 W W 70 LF 15" HDPE S = 3.6 % 59 S W 56 LF 15" SOLID HDPE S = 1.0 % 0 W S W 2 59 590 S W W 16 LF 15" HDPE S = 2.1 % 59 59 592 S W 59 2 WETLANDS EDUCATIONAL SIGN 58 CB-13 TG:595.55 (CB-14)INV(IN):592.25 INV(OUT):592.20 594 S CB-56 TG:593.70 (CB-57)INV(IN):590.45 INV(OUT):590.40 59 18 LF 15" HDPE S = 1.8 % W 6 59 4 592 598 W 59 W (Y) STORM MH-1 RIM: 596.60 (ROOF DRAIN)INV(IN):593.60 INV(OUT): 593.60 W CB-51 TG:590.00 (CB-52)INV(IN):586.00 INV(OUT):585.80 149 LF 15" HDPE S = 5.7 % STORM MH RIM: 597.0 INV: 594.0 (15" IN) INV: 586.0 (36" OUT) INV: 586.0 (36" IN) W :614.2 FFC BUILDING GF:602.5 59 4 CB-55 TG:590.80 (CB-56)INV(IN):587.80 INV(OUT):587.75 W CB-54 TG:590.90 G(CB-55)INV(IN):587.55 INV(OUT):587.40 W 9 5 F: 17 LF 36" POROUS HDPE SGF:606.0 =0% W 0 2. FF:618.0 8 W ST ST COMP. 59 W 8 59 ST 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 ST ST ST D.1 602 W ST ST ST W ST CB-52 TG:597.70 (CB-53)INV(IN):594.70 INV(OUT):594.50 ST S ING W ST ST 59 6 W ST CB-43 TG: 599.90 (CB-44)INV(IN): 596.58 INV(OUT): 596.50 W ST 118 LF 15" SOLID HDPE S = 2.8 % W 90 LF 15" HDPE S = 13.5 % 604 I LD BU ST ST ST W 60 0 E-INLET TG: 605.00 INV(IN): 600.20 INV(OUT): 600.15 W ST ST W 59 LF 15" HDPE S = 1.5 % AS SHOWN ST ST Scale BU ILD W ST 66 LF 15" SOLID HDPE S = 2.9 % ST 40 Miller Drive Boonton, NJ 07005 TEl: 973.975.0703 CERTIFICATE OF AUTHORIZATION Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com C IN G W W 2 W ST ST W 60 612 CB-71 TG:611.0 INV(OUT):607.9 ST E-INLET TG: 603.90 INV(OUT): 602.06 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. W W W W CB-53 TG:610.0 (CB-71)INV(IN):607.0 INV(OUT):606.9 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON W W W 604 R Know what's below. Callbefore 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