Town CrierWest Orange, New Jersey
← Back to search

Supporting Documentation · Jul 30, 2024

WEH Full Civil Set Submission 2 7 1 24

Preserved file SHA-2561a261b2108215533cc2374714b58d1726008dc3b6942e3a88f3990c296ece8c8

Indexed text · page 19

Show all pages
Page 19

8 E-INLET TG: 616.8 INV: 601.0 61 6 61 4 618 61 0 8 6 59 6 2 59 8 4 C IN G FT-HC 4'x6' (TYP) ST 612 60 2 W 60 0 W 604 W ST ST 606 ST ST ST BU ST ST 606 E-INLET TG: 611.3 INV: 602.6 ST W IL ST W B 0 61 ST ST W ST 606 FT-HC 4'x6' (TYP) 608 ST ST 606 80 LF 15" HDPE S = 0.5 % ST ST W LOBBY W ST ST 606 W ST ST 260 LF 12" POROUS PACKING ROOM W W W W 8 8 59 6 59 W PWA 6 W 590 S 6 2 58 59 W S 58 0 59 4 8 W 58 8 W S 82 6 5 W 584 W S W W SAN-MH6 RIM:593.03 INV. IN: 586.13 INV. OUT: 586.03 206 LF 8" SDR-35 PVC S = 5.69% 594 W K-16 TG:591.23 (K-15) INV. IN: 587.80 INV. OUT: 586.80 CLUBHOUSE W 31 LF 15" HDPE S = 2.89% BUILDING A.2 K-14.1 FF:602.0 TG:595.50 INV.GF:579.0 OUT: 592.50 S 58 590 588 SAN-MH7 RIM:599.38 INV. IN: 587.55 INV. OUT: 587.45 B-INLET (K-14) TG:594.59 (k-14.1) INV. IN: 591.59 INV. OUT: 590.30 W 596 22 LF 15" HDPE S = 1.82% 592 59 0 258 LF 8" SDR-35 PVC S = 1.00% 594 588 22 LF 15" HDPE S = 1.00% FF:600.1 BF:587.1 598 69 LF 15" HDPE S = 7.00% S 58 w 59 W 590 w 132 LF 8" SDR-35 PVC S = 1.00% 59 2 598 596 w 596 600 594 592 596 598 594 w 8 584 136 LF 15" HDPE S = 1.43% SAN-MH8 RIM:594.86 INV. OUT: 590.13 MANHOLE (K-MH.11) TG:597.10 (K-MH.12) INV. IN: 586.65 (OCS-6) INV. IN: 594.10 INV. OUT: 586.55 S 598 598 596 W w 58 586 39 LF 6" HDPE S = 15.0% S W PROPOSED IN LINE WATER VALVE (TYP) w S W W W W W W 600 2 59 594 W W W 592 W W w w W S W w W w S W 594 W S S W w Checked by B-INLET (C-1) TG:597.50 (C-2) INV. IN: 593.20 INV. OUT: 593.10 596 S S S S S 598 2 W w PWA 598 PROPOSED IN LINE WATER VALVE 594 Proj. No. W 596 W 116 LF 15" HDPE S = 1.00% 8 W PROPOSED HYDRANT VALVE 600 61 LF 15" HDPE S = 1.14% Designed by 6 BCA W 59 598 PROPOSED HYDRANT VALVE PROPOSED IN LINE WATER VALVE 59 596 59 0 59 w 60 0 8 W W B-INLET (C-3) TG:599.00 INV. OUT: 596.00 Drawn by W W 59 B-INLET (K-13) TG:594.63 (K-14) INV. IN: 590.08 INV. OUT: 589.98 600 W W W W W 0 73 LF 15" HDPE S = 3.43% 59 60 0 W B-INLET (K-10) TG:588.86 INV. OUT: 585.86 65 LF 15" HDPE S = 3.08% 60 596 206 LF 15" HDPE S = 1.00% 6 22 LF 15" HDPE S = 1.00% 2 W B-INLET (C-4) TG:599.50 INV. OUT: 596.50 600 W W G 5 F: PROP. HYD #4 MANHOLE (K-MH.12) TG:599.39 (K-13) INV.

Page 19

PE S = 3.08% 60 596 206 LF 15" HDPE S = 1.00% 6 22 LF 15" HDPE S = 1.00% 2 W B-INLET (C-4) TG:599.50 INV. OUT: 596.50 600 W W G 5 F: PROP. HYD #4 MANHOLE (K-MH.12) TG:599.39 (K-13) INV. IN: 588.81 INV. OUT: 588.71 W 582 580 8 57 Call before you dig. w 00 W B-INLET (K-15) TG:591.20 (C-1) INV. IN: 588.30 INV. OUT: 588.20 FF:619.0 C BUILDING B-INLET TG: 602.0 INV: 600.5 602 S W Know what's below. 0 30 LF 12" POROUS HDPE S = 0.1 % M. B-INLET (C-2) TG:597.00 (C-4) INV. IN: 594.00 (C-3) INV. IN: 594.00 INV. OUT: 593.90 2 PROP. HYD #3 602 602 w ST 60 FF:606.0 PROPOSED HYDRANT 594.5 GF:VALVE 590 w W R MANHOLE RIM: 602.5 INV: 600.0 604 594 MANHOLE (K-MH.8) TG:581.43 INV. IN: 577.10 INV. OUT: 577.00 MATCHLINE SP-20 604 PROP. HYD #2 113 LF 15" HDPE S = 6.53% 130 LF 15" HDPE S = 1.6% W 604 PROPOSED IN LINE WATER VALVE B-INLET (K-9) TG:588.90 (K-MH.11) INV. IN: 584.60 (K-10) INV. IN: 585.64 INV. OUT: 584.50 60 . 7 9 OUTLET STRUCTURE (#6) TG: 602.0 6" ORIFICE: 600.5 4" HDPE IN: 600.0 6" HDPE OUT: 600.0 MANHOLE RIM: 588.0 INV: 579.0 ST COMP. w OUTLET STRUCTURE (#5) TG: 589.5 6" ORIFICE: 579.5 15" HDPE IN: 579.0 15" HDPE OUT: 579.0 W ST B 588 210 LF 12" POROUS HDPE S=0% MANHOLE RIM: 602.4 INV: 600.0 28 LF 12" POROUS HDPE S = 0.0 % 586 27 LF 12" POROUS HDPE S = 0.1 % 4 ST AS SHOWN ST BUILDING B-INLET TG: 585.0 INV: 579.5 60 ST ST 67 LF 12" POROUS HDPE S = 0.0 % Scale 4 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com W 60 ST Anderson Consulting Services LLC ST ST W ST Date W ST ST MANHOLE RIM: 588.0 INV: 579.0 ST IL MAHDPE S = 0.0 % 260 LF 12" POROUS HDPE S = 0.0 % E-INLET TG: 605.9 INV: 603.0 ST 5w 80 SAN-MH5 RIM:579.28 INV. IN: 574.28 INV. OUT: 574.18 PRELIMINARY AND FINAL SITE PLAN W ST ST MANHOLE RIM: 604.9 INV: 600.0 ST GF:606.5 61 4 606 G W 616 ST IN D 578 218 LF 15" HDPE S =0.5 % BU ILD 8 586 584 582 MANHOLE RIM: 605.0 INV(15" IN): 600.2 INV: 600.0 580 0 E-INLET TG: 617.0 INV: 601.5 59 58 59 58 576 FT-HC 4'x6' (TYP) 160 LF 15" HDPE S = 0.5 % W 590 60 60 W 4 PROP. HYD #6 PROPOSED HYDRANT VALVE W 61 60 87 LF 15" HDPE S = 0.5 % w 2 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 0 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W.

Page 19

590 60 60 W 4 PROP. HYD #6 PROPOSED HYDRANT VALVE W 61 60 87 LF 15" HDPE S = 0.5 % w 2 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 0 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON 62 61 MATCHLINE SP-20 SP-19 SHEET 19 OF 60

File revisions (1)