22-22 Oversized Plan

Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PEWhite Oak RiverSwansboro Basin-4.5-10.1-12.9-13.0-13.0+1.5 -3.3 -0.9 -1.3 -1.9 -0.5 -1.6 -2.0 -0.8 -1.7 +0.8 N 34°37'48" W 81.46'TOWN OFSWANSBOROCHURCH STREETEND PARCELChurch Street Town Dock(Town of Swansboro)0.0 0.0 0.0 +1.6 Riparian Corridor WOODSEAWALL(NHW)10.09'S 34°52'31" E15ft Riparian SetbackExisting Fixed Wood Dock / Platform S 34°52'31" E74.37'1.50'Riparian Corridor15ft Riparian SetbackProp. 5' Wide x 25' Long
Floating Dock
BAKE, BOTTLE & BREWHARNATKIEWICZ, JOHNCHARLES & DEBRA SUE SPINKS, ROBIN HIOTTExist. Fixed DockProp. Mooring Pile(Typ.)x-7.2x-6.6x-4.3x-2.3
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x-1.9Normal LowWater Depth(Typ.)Exist. Fixed Dock9Prop. 3.5' Wide Fixed Dock
Prop. 9' Wide Fixed Dock Prop. 6' Wide Fixed Dock13'-8"28'-8"14'-8"73'26'-6"80'Prop. 3.5' Wide Fixed Dock
55'121011x-1.68'8'10'Prop. 3.5' WideFixed Dock378465Existing DecksSee CAMA General Permit No. 78360Issued 3/25/21Permitting SetNOT RELEASED FOR CONSTRUCTION(NLW) 0-5-1020406080100120140Existing PierProposed Floating Dock Extension(Concrete piles not shown for clarity)Existing Bulkhead& High-ground160Proposed PierSectionO
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N.C. 24 Eastto Morehead CitySiteSR 1512
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12.5'12.5'Lift DimensionPiles - Outer Edge to EdgeBow to SternProposed Slips 3 - 7 w/ Boat LiftsConfirm Boat lift dimensions (including pile embedment & layout) w/ liftmanufacturer & structural designer prior to purchase &/or installation.Lift DimensionCenter to Center of Piles(Port to Starboard)Boat Lift Plan ViewNOT TO SCALEGeneral Notes·This plan document for NCDENR-DCM CAMA permitting.·Construction shall be in accordance with applicable buildingcodes, standards, regulations and per approved productmanufacturers' instructions.·All dimensions, locations, utilities, products, etc., to becarefully verified by owner and contractor prior to structural orother further design &/or construction.Permitting SetNOT RELEASED FORCON
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ION5LEGENDBoat Slip #Boat Lift