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201-06 Oversized Plans
H 0 z �CO 6\1 co C'n rTi C3000 D . 3 -00 W m<ID ao0 < CD 0 Z 0 N W CJl CO N 06°24'33 "Vv CID 19 4.73' o co � I CD CY) o °0 iv of S 06 24 33 E 177.92' C 00 ° co o-1�.CD �. � 0 0 z o � U0 CD NOV �� °nth Fes, <I<- _— _w m 900 E D _.--.— _,-- -_ 0) B /(D ----_ m X -o -P cu © — 0 �. C CL (D CQ CD < .� 0- 00 n (• 00 T m 4p (D �_ gyp' D -0 cD N � c -p N p Allowable Dock Area 65'x4'— 260 sgft Area A) 2'x21 '= 42 sgft A) 2'x21 '= 42 sgft B) 3'-1 "x31 '= 96 sgft C) 4'x20'= 80 sgft 260 sgft Leg a n d - cD o Cr (D �, Wetlands / Marsh 3 - Measured water depth o at low tide (in.) 2 Detail Section A -A V V %.r LIU1 ILAJ Scale 1 " - 201-011 Typ. Cross Section Of Proposed Pier /— Jet Ski Piles — _ JHW NLW �- Waterward Edge of Marsh General Notes 2 Incorp CAMA Comments 10/5/06 Rev. Dock Revisions 1 Incorp CAMA Comments 8/24/06 Rev. Sect. A, Delete Sect. 0 Drawn By, Ken Bedford 7/23/06 No. Revision/Issue Date DANIELS AND DANIELS CONSTRUCTION CO., INC. P.O. BOX 10337, GOLDSBORO NC 27532 PHONE:(919) 778-4525 / FAX:(919) 778-6850 / Project Name and Address Bedford/Dan iels/Pate Lots #6 Stillwater Cove White Oak, Emeral Isle Carteret Co., NC Project Sheet jeffdaniels Date 07/19/06 Scale S tu 1"=30'