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Home My WebLink About94-11 OVERSIZE PLANSShoreline 0 Normal Low Water Elev. 0.11 I ine. North Per M.B. 34, Pg. 233 LEGEND t 01 0 155 - Iron Stake Set ISF - Iron Stake Found SITE IPF - Iron Pipe Found CMF - Concrete Monument Found 2 X 7.0 Existing Elevation x fq-.7 Proposed Elevation Ditch or Swale ... . ... Existing Ditch O- Pipe Label ;;jg RRA - Rip Rap Apron 6. LLB RCD - Rock Check Dam Sediment Trap NMI N 1MST #1 )ZI, /0/ Inv. - Invert W1 RCP Reinforced Concrete Pipe Normal High Stater Observation Platform #1 _7 Flow Arrow Water Line Buffer With Floating Section For Paddle Launch Coastal Line FNM Slatted Wood / / Marsh Coastal Wetlands Line d ' tat Wetlands Line Docking Line N12*59'42"N SHM Tree Line 164.1q, AEC — AEC NMWL k ------------- 7 -_- -.- Swale Label Decking (Tic Line)/ ISS FHM I / 1,Cr DL Disturbed Limits I ISS sf ef Silt Fence 5' wide raised 4,�Godttql Wetlands Lin' /, X I - - walkway "V \ ',�FV41`1 "o Normal Nigh /A I, FWM Lot Number Water Line 211 IPF 4CO/ pv4m Property Line Marsh --AEG 75' Area of Environmental Concern tland5 Line AEC: Dtoturb6d 1 "40:4 Line AEC X NMWL Normal �Iigh Water Line i6fil-Liam F. Mor6ady- Fresh Water Mars h -OthersYr� FPqM And SNM - Salt Water Marsh M 211 1 21 ABOV SURFACE Platform #2 Deck Zone RA Vacant DECK I L Ak 0 A -EC - Do not disturbi Normal Low Water 155 wetlands Elev. 0.11 6LU5 140USE Marsh Line................. 1� Bridge Over Marsh i I _ � SW -4 _IX C4 1bq Wetland -------- - F10- _0 1 4� A PhOt I< ( 1 -_ I %�' Retaining Wall designed by I ot < Normal Wigh Cross Slope I rood to drain \. Water Line 40,4\Netl ds N ix S #6 i it F!t I tJr AEC Normal Low Water �"7 Elev. 0.11 AEC /1Begin 'Silt Ferice of Disturbed Limits., DL of J N 7- C11 A zc I Tr\ PL T T v 501 StormwatAr AEC Buffer FWM AEC AEC DL Coastal Wetlands Line Wetlands R D Note: Contractor shall insure that he and all his workers (contractors, Retaining e\ z !t X\ r designed by X1 I' age construction 11 / subcontractors and other site personnel) do not dam others 4�y 4 stakes or other measures used in laying out the project whether by — Li entity including those under the employ of the Emergency N, the Engineer or another 6 contractor. Contractor shall cause his workers to observe and verify Access G�l I y Du�hpstcr Beg extent practicable that stakes, other measures and grades pe\ Paid (/Ty in gilt Fence to the fullest but prior r P.) at Limits are, or appear to be, accurate and correct, and immediately, b to any associated work, notify the staking entity of any potential conflict, -7 error or question regarding the work. The Engineer shall not be responsible Engineer shall`miof if all of the above measures are not strictly adhered to. The 7 ible where due to damage, his staking can not be verified. 2 -- v-:: CD 014.0." XF1_5___] __ X .0 of C�4OPS not be responsible - \F NdE POST '(Do where the contractor believes costly components of the work, For critical or contractor shall request the staking that stoking may not be preserved, the an stoking in entity to place an area where its preservation can be insured. - ENCE P05T Dollie L. Blackwell C/O Reginald Toudic D.B. 176, Pg. 134 M.B. 1, Pg. 70 Zone RA Vacant 0 X20"- L P11 i , F, 6 _S1 i li-F Par ng isF, a (Typj-, DL 4W James D. 4 Dorothy L - Picklen D.B. 774, Pg. 723 - S Zone RA r, Single Family N Sir To -Remain Undis Cross Slope road to draini V RUSTED I"[ _V Rev. 01/18/11 JJS Added normal low water elevation; rev. line types for marsh line, 75' AEC line, 4 IPF V ABOVE! SURFACE Normal Wigh Water Line Rev. 10/05/10 JJS - Changed canoe dock 4 boat dock to observation platforms; added topo at deck area 41# Rev. 11/17/09 KWW - Remove pipes C*D 4 sw0le Rev. 10/27/09 JJL Remove swale along Baker Road. Rev. 09/01/09 KPH Remove pipes C4D 4 sw0le Zev. 4/28/09 KAD Revise Per New Layout MATC14LINE FIELD BOOK: N/A �ev. 3/2/0ol KAD - Revised CAMA and Wetlands Lines For Continuation See DISK NAME: ACAD #2008 ev. 2/4/09 KAD - Revise Vicinity Sketch and Page Number Sheet 3 of 5 FILENAME: GARLAND-GEN.dwg KAD Sheet 4 of 8 ov. 1/13/001 KAD - Revise Per PAI Review, TRC Comments JOB NO.: S061221-4273 — — ,, 17/Ae)A09 KAD - Revise Per PAI Review Vicinity Sketch Not to Scale PRINT PA RKER & TES INC CONSULTING EP4 "INEERS Sj,'R/FYORS LAND PLANNERS P.O. BOX 976 3ACICS9.)NVILLE NC 23541-0916 Grading, Drainage, Erosion and Sedimentation Control Plan Queens Crack GARLAND SHORES TOWNHOUSES A PLANNED RESIDENTIAL DEVELOPMENT Swonsboro Twp., Onslow Co., North Carolina DeveloMr Garland Shores Developers, Inc. 514 New Bridge St., Suite D Jacksonville, North Carolina 25540 (0110)-346-2067 DATE: 12/02/08 GRAPHIC SCALE: 1"=60' 0 30 60 120 180 SCALE: 111=60' FEET Parker & Associates, InPl 110112b Consulting Engineers - Land Surveyors - IAnd nners P.O. Box 976 - 28541-0976 306 New Bridge Street - 28540 Jacksonville, North Carolina Phone (910) 455-2414 - Fax (910) 455-3441 Firm License Number: F-0108 r. 12/29/08 KAD - Added Street Names