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Supporting Documentation · Jul 30, 2024

WEH Full Civil Set Submission 2 7 1 24

Preserved file SHA-2561a261b2108215533cc2374714b58d1726008dc3b6942e3a88f3990c296ece8c8

Indexed text

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.4 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.0 0.0 0.0 0.0 0.0 0.0 Anderson Consulting Services LLC A @ 13' BUILD ING D .2 0.3 A @ 13' 0.9 0.6 0.4 0.2 SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.7 1.2 0.6 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.6 2.3 0.9 0.8 1.9 1.9 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.8 0.9 0.7 0.8 2.3 0.7 0.6 13' A@ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.8 1.2 0.8 0.6 0.8 1.1 0.8 4.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 1.0 1.2 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.3 0.7 0.2 2.5 1.0 A @ 13' 0.9 1.3 1.1 0.7 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 1.3 1.9 1.4 0.4 0.2 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.9 2.3 1.4 0.9 1.6 3.2 2.6 1.2 0.6 0.9 2.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 A 1.1@1.213' 0.5 0.4 0.8 0.8 0.7 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.7 0.8 0.5 0.6 0.8 0.7 0.8 2.1 2.0 2.9 1.6 0.8 1.3 1.8 0.2 0.2 0.2 0.2 0.2 0.3 1.2 0.4 1.9 0.7 A@ 13' 0.5 0.6 0.6 0.6 1.0 2.1 2.3 1.0 0.6 1.0 D@ 0.5 3.66' 0.6 0.4 B2 @ 13' 0.2 1.0 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.4 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A @ 13' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.4 0.3 0.4 1.2 @ 0.6 13' 0.2 2.3

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.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A @ 13' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.4 0.3 0.4 1.2 @ 0.6 13' 0.2 2.3 A2.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.5 0.9 1.0 0.5 0.3 0.4 0.7 0.7 0.5 0.3 0.4 1.2 1.7 0.9 0.5 0.5 1.0 1.2 0.8 0.7 0.9 1.1 0.9 0.6 0.5 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.9 2.3 2.4 1.0 0.4 0.3 0.4 0.4 0.3 0.3 0.5 1.7 2.1 1.7 0.7 0.9 1.8 2.2 1.1 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.9 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 P.S. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.5 0.9 A0.7@0.613'0.2 0.2 0.2 0.2 0.1 0.2 0.3 0.6 0.6 A @1.213' 0.6 0.9 2.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.4 0.3 0.3 0.4 0.6 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.

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0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 R Know what's below. Call before you dig. MATCHLINE SP-38 0.0 A @ 13' PWA 0.0 Checked by 0.0 PWA 0.0 Designed by 0.1 BCA 0.1 Drawn by 0.2 Date 0.3 PRELIMINARY AND FINAL SITE PLAN 0.3 Proj. No. A @ 13' AS SHOWN 0.0 Scale 0.0 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 0.0 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 0.1 PAUL W. ANDERSON 0.1 SP-39 SHEET 39 OF 60

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SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON G EMER 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.3 0.4 0.5 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.8 0.8 0.5 0.6 1.3 0.8 1.1 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.0 1.7 0.7 0.8 1.5 2.5 2.2 0.8 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.9 A @ 13' 2.5 1.3 0.8 1.5 1.8 1.5 1.3 1.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 0.9 0.7 0.9 1.7 B @ 13' 0.7 1.5 1.8 2.2 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.6 1.0 1.7 1.8 1.4 2.3 0.2 A @

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0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 0.9 0.7 0.9 1.7 B @ 13' 0.7 1.5 1.8 2.2 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.6 1.0 1.7 1.8 1.4 2.3 0.2 A @ 13' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.7 2.0 2.3 1.5 1.0 1.4 1.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.5 0.7 1.5 0.7 1.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.6 0.8 0.8 0.5 1.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.2 1.4 0.6 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 0.1 2.2 0.6 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.8 1.6 0.5 11.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.9 0.7 0.4 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.8 1.3 0.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 0.3 2.4 0.8 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.5 2.1 0.7 8.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.8 0.9 0.5 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.9 1.2 0.5 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 0.8 2.4 0.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 1.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.7 1.0 0.6 0.7 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 0.7 0.6 1.3 2.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.2 1.4 0.7 1.2 2.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 0.4 2.3 0.9 0.7 1.3 0.9 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 1.0 2.0 0.9 0.6 0.6 0.6 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.7 0.8 0.9 0.7 0.7 1.4 1.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.0 2.3 1.2 0.9 2.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 A @ 13' A @ 13' D0.9@ 3.66' D @ 3.66' D @

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0.7 0.7 1.4 1.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.0 2.3 1.2 0.9 2.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 A @ 13' A @ 13' D0.9@ 3.66' D @ 3.66' D @ 3.66' 0.0 ILD ING A@ 2.2 13' 0.8 8.2D 0.5 @ 3.66' A @ 13' D.1 MATCHLINE SP-39 A @ 13' A @ 13' 0.6 A1.1@ 13' A @ 13' MATCHLINE SP-39 AS SHOWN 0.0 Scale 0.0 40 Miller Drive Boonton, NJ 07005 CERTIFICATE OF AUTHORIZATION TEl: 973.975.0703 Fax: 973.975.0703 24GA28182400 www.pwanderson-cs.com 0.0 PWA 0.0 Checked by 0.0 PWA 0.0 Designed by 0.0 BCA 0.0 Drawn by 0.0 Date 0.0 Proj. No. 0.0 PRELIMINARY AND FINAL SITE PLAN 0.0 SS ACCE Call before you dig. 0.0 BU Know what's below. 0.0 Anderson Consulting Services LLC ENCY R 0.0 SP-40 SHEET 40 OF 60

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60 4 6 60 GEN EMER 60 8 CY AC CESS 0 61 X X X X X X 612 X X X X X X X X X X X X X X X X X X X X X X X X 61 X X X X 2 X X X X X X X SILT FENCE (TYP) X SOIL COMPACTION TESTING LOCATION (TYP) X X X X X X X X X 610 X X X X X SIGNATURE INVALID WITHOUT RAISED SEAL OF P.E. 60 2 N.J. PROFESSIONAL ENGINEER LIC. NO. 33410 PAUL W. ANDERSON 600 X X X X X 608 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 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 XXX X X XXX X X X 0 X X X X X X X X X X X X X X 606 X X X X 8 X 62 61 X X X X 606 X X X X X X X X X X X X X X FF:618.0 GF:607.0 X X X X X w X X X X X X X X X X X 2 X 606 X X X X X X X X X 618 61 X X X X X X X X X X X X X X 61 4 X X X X X X X X X X X X X X X X X X X 6 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 61 X X X X X X 60 X X X 4 X X X X X X X X X X X X X 0 X X X X X X X X X X X X 61 X X X X X X X X X X X 59 6 X X X 59 C X X X X X ILD ' ROAD

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X X X X X X 61 X X X X X X 60 X X X 4 X X X X X X X X X X X X X 0 X X X X X X X X X X X X 61 X X X X X X X X X X X 59 6 X X X 59 C X X X X X ILD ' ROAD 'D X 60 2 BU X 604 X 60 0 IN G X X X X X X X X X X X X X X X X X X X X 61 4 X X X X 606 612 X X X X X X X 616 X X X X X ST X X X X X X X X X X X X X ST ST X X 608 X ST X X X X ST X X X X X X X X X X X X X X .1 X 4 X X 60 X X X X ST ST ST X X ST X X GD X X X X X X X X X X X X ST ST X X X X DIN X X X ST X X X ST X X X X X X X X 606 ST PACKING ROOM MAIL X X X X ST ST X ST IL BU X LOBBY 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 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 0 X X X X 8 X X 60 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 2 59 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 BUILD IN 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 X X 'D' 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 RO A 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 XX X X XX X X X X X X 578 X 0 X X 0 2 57 568 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 594 58 57 X X X X X X X X X X X X X X X X X X X X X X X XX X X XX

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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 594 58 57 X X X X X X X X X X X X X X X X X X X X X X X XX X X XX X X X X X X X X X X 4 X 6 X X 57 X X 57 X X X X X X X X X X X X X X X X X 8 56 6 56 592 P.S. X X X X X X X X X X X X X X X X X X X X X X 58 2 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 X X X X X X X X X X X X X X X 59 8 58 586 X X X X X X 562 0 584 X X X X X 58 0 X X X X X X X 57 8 X X X X 0 57 X X X X X 564 X 564 X X X X X 4 57 6 X X X X X X 596 56 X X X X X X 6 0 X X X X X X X 57 57 X X X X XX X X X X X X X X X X X X X X X X X X X X 568 X X X X X X X 2 X X X 57 X X X X X X 4 X X 8 57 X X X 566 X X X X X X X X X X X XX X X X X X X X X 580 57 X X X X X X X X X X X X X X 6 X X X X X X X X X X X X X X X X 8 X X X 57 X X X 582 X X X X X X X w X X LGF:582.0 X X X X X X X D X X X X X X X X 566 576 X X INLET PROTECTION FENCING (TYP) 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 XXX X X XXX 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 X X X X X X X X X XXX X X XXX X X XXX X X XXX X X MATCHLINE SP-42 X X X X X X X MOTOR VEHICLE SURFACE AREA: 257,012 SF 5.84 Acres X X R 55 X X X X X X X X X X X FF:563.0 X X XXX X X XXX X X X X X X X X X X X X X X XX X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X 619,951.3 SF 14.23 Acres 6 X X X X X TOTAL IMPERVIOUS: 55 X X X X X X 1,212,966.7 SF 27.85 Acres X X X X X X X X X X X X DISTURBED: X 0 6 55 X X X X X X X 4,032,903.3 SF 92.58 Acres X UNDISTURBED / PRESERVED: 56 8 55 X X X X X X X 2 558 Call before you dig. X X X X X X X X 560 X 56 Know what's below. 558 X 4 X 560 PRELIMINARY AND FINAL SITE

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92.58 Acres X UNDISTURBED / PRESERVED: 56 8 55 X X X X X X X 2 558 Call before you dig. X X X X X X X X 560 X 56 Know what's below. 558 X 4 X 560 PRELIMINARY AND FINAL SITE PLAN 578 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 56 X X X X X X X 584 SOIL EROSION AND SEDIMENT CONTROL PLAN - A X X X X X X X X 576 G D.2 X X X X X X X X X X 2 570 X X X X X SOIL COMPACTION TESTING LOCATION (TYP) X X X X X X Date X X X 574 X X X X X X X X 57 X X X X X X X X X X X X XX X X X X X X X X 57 4 X INLET PROTECTION FENCING (TYP) X X 574 X X X X X X X X X X X X X X X X XX X X X XX 572 Proj. No. X XXX X X XXX X X X X X X X X X X X X X X X X X 2 55 PWA X 57 6 X X X X X X 56 FF:564.0 Checked by X 2 56 X X X X X X X X X X 576 X X X X X X X X X 8 6 XXX X X XXX X X X X X X X X X 4 2 0 56 56 X XX X X X XX X X X 568 X X 564 PWA X X X X X X 586 X X X 57 564 564 Designed by X X X X X X X 2 X X 58 X X X X X X 562 560 XXX X X XXX FF:564.0 BCA X X X X X X X X 57 566 XXX X X XXX 558 XXX X X XXX 56 4 Drawn by X X 570 AS SHOWN X 584 X X 576 X X X 57 564 w 4 X X X X X X X X X X 59 X X X X X X X X X X X X X X X X X X 6 56 58 8 X X 0 8 57 4 57 2 6 57 56 X X X 57 X X 58 X X X X X 588 2 2 598 594 59 X X 6 X X 58 8 X X X X X X X X X X 59 0 X X X X X 6 59 XX X X XX X X 596 XX X X XX X X 600 590 XX X X XX X X 598 w XX X X XX X X 596 w w 598 w XX X X XX X X w X X X X X X X X X X 596 X X X X X X X X X X X 600 X X X X X X 598 X 588 X X X X X X X X X X X X X 59 X 596 X X XXX X X XXX X X X X X X X X X X X X X X X X XX X X X X XX X X X X X w X X X X X X X X X X XX X X X XX X X X X X 8 6 X X X X X X 8 57 57 57 574 X XX X X X XX 570 X X X X X X 578 X 4 568 X X X 572 X 578 574 XXX X X XXX X X X X 590 X X X X X FF:618.0 GF:594.0 X X X X X X X X X X X X X X X 578 572 X X XXX X

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