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Home My WebLink AboutSo Shores_Kitty Hawk_Kill Devil Hills_Construction Plans 9-15-17.pdfNORTH DARE COUNTY BEACHES TOWNS KILL DEVIL HILLS AND KITTY HAWK WITH SOUTHERN SHORES EXTENSION BEACH NOURISHMENT PROJECTS DARE COUNTY, NORTH CAROLINA VIRGINIA PROJECT LOCATION HATTERAS INDEX TO SHEETS 1 COVER SHEET 2 CONTROL DATA 3-4 OVERALL PLAN VIEW 5-16 BEACH FILL PLAN VIEWS 17-24 BEACH FILL PROFILES 25 BORROW AREA A PLAN VIEW 26 BORROW AREA A CROSS -SECTIONS PAMILICO SOUND �20O° ^OOO y 1 0 8000 16000 Q. 00 1 CURRITUCK GRAPHIC SCALE IN FT 1�0 o� SOUND 00 TOWN OF ORE GE NO D DUCK AREA ry9�20 O° BORROW AREA C I TOWN OF { SOUTHERN SHORES 6200o f ATLANTIC OCEAN III TOWN OF Ili PROJECT KITTY LIMITS HAWK 9 S KITTY s v� HAWK BAY.-.. +�- G 62,5 FS. TqT� W N OF T FMI�FS ry8620Oo ILL DEVIL ILLS BORROW ^000 AREA A �I £ I s Y zz 0i u-, Z. Gz ¢o mz¢aU zz= T z Ow0 _ 0 u,MZ z (A L1J aaWDz O 0 -, 0 U M,o=U LLul Uw z LLI < U) ca 3: 0 LOCATION MAP CS SHEET 1 OF 26 Point Table EASTING NORTHING AZIMUTH STATION PERPENDICULAR DISTANCE TO NEXT 2969960.5 874051.1 62.60 -25+08 100 2970006.4 873962.8 62.60 -24+08 100 2970052.2 873873.9 62.60 -23+08 100 2970098.0 873785.0 62.60 -22+08 100 2970143.8 873696.1 62.60 -21+08 100 2970189.6 873607.2 62.60 -20+08 100 2970236.0 873518.5 62.60 -19+08 100 2970282.3 873429.9 62.60 -18+08 100 2970328.7 873341.3 62.60 -17+08 100 2970375.0 873252.7 62.60 -16+08 100 2970421.3 873164.1 62.60 -15+08 100 2970467.7 873075.4 62.60 -14+008 100 2970514.0 872986.8 62.60 -13+08 100 2970560.3 872898.2 62.60 -12+08 100 2970606.7 872809.6 62.60 -11+08 100 2970653.0 872721.0 62.60 -10+08 107 2970714.1 872632.2 62.60 -9+00 99 2970770.7 872549.8 62.60 -8+00 99 2970827.4 872467.5 62.60 -7+00 99 2970884.1 872385.1 62.60 -6+00 99 2970940.8 872302.7 62.60 -5+00 99 2970997.4 872220.3 62.60 -4+00 99 2971054.1 872137.9 62.60 -3+00 99 2971110.8 872055.5 62.60 -2+00 99 2971167.5 871973.1 62.60 -1+00 99 2971224.2 871890.8 62.60 0+00 100 2971270.3 871802.1 62.60 1+00 100 2971316.5 871713.4 62.60 2+00 100 2971362.6 871624.6 62.60 3+00 100 2971408.8 871535.9 62.60 4+00 100 2971454.9 871447.2 62.60 5+00 100 2971501.1 871358.5 62.60 6+00 100 2971547.2 871269.8 62.60 7+00 100 2971593.3 871181.1 62.60 8+00 100 2971639.5 871092.3 62.60 9+00 100 2971685.8 871003.3 62.60 10+00 100 2971732.3 870915.2 62.60 11+00 100 2971778.9 870826.7 62.60 12+00 100 2971825.5 870738.2 62.60 13+00 100 2971872.2 870649.8 62.60 14+00 100 2971918.8 870561.3 62.60 15+00 100 2971965.4 870472.9 62.60 16+00 100 2972012.1 870384.4 62.60 17+00 100 2972058.7 870295.9 62.60 18+00 100 2972105.3 870207.5 62.60 19+00 103 2972153.2 870116.7 62.60 20+03 97 2972198.7 870030.6 62.60 21+00 100 2972245.4 869942.2 62.60 22+00 100 2972292.1 869853.8 62.60 23+00 100 2972338.8 869765.4 62.60 24+00 100 2972385.6 869676.9 62.60 25+00 100 2972432.3 869588.5 62.60 26+00 100 2972479.0 869500.1 62.60 27+00 100 2972525.7 869411.7 62.60 28+00 100 2972572.4 869323.3 62.60 29+00 105 2972621.7 869230.0 62.60 30+05 95 2972665.9 869146.4 62.60 31+00 100 2972712.6 869058.0 62.60 32+00 100 2972759.3 868969.6 62.60 33+00 100 2972806.0 868881.2 62.60 34+00 100 2972852.8 868792.8 62.60 35+00 100 2972899.5 868704.4 62.60 36+00 100 Point Table EASTING NORTHING AZIMUTH STATION PERPENDICULAR DISTANCE TO NEXT 2972946.2 868616.0 62.60 37+00 100 2972992.9 868527.5 62.60 38+00 100 2973039.7 868439.1 62.60 39+00 124 2973097.5 868329.7 62.60 40+24 76 2973133.1 868262.3 62.60 41+00 100 2973179.8 868173.9 62.60 42+00 100 2973226.5 868085.5 62.60 43+00 100 2973273.3 867997.1 62.60 44+00 100 2973320.0 867908.6 62.60 45+00 100 2973366.7 867820.2 62.60 46+00 100 2973413.4 867731.8 62.60 47+00 100 2973460.1 867643.4 62.60 48+00 100 2973506.8 867555.0 62.60 49+00 128 2973566.7 867441.7 62.60 50+28 72 2973600.3 867378.1 62.60 51+00 100 2973647.0 867289.7 62.60 52+00 100 2973693.7 867201.3 62.60 53+00 100 2973740.4 867112.9 62.60 54+00 100 2973787.2 867024.5 62.60 55+00 100 2973833.9 866936.1 62.60 56+00 100 2973880.6 866847.6 62.60 57+00 100 2973927.3 866759.2 62.60 58+00 100 2973974.0 866670.8 62.60 59+00 100 2974044.0 866538.4 62.60 60+50 ISO 2974114.2 866405.6 62.60 62+00 100 2974160.9 866317.1 62.60 63+00 100 2974207.6 866228.7 62.60 64+00 100 2974254.3 866140.3 62.60 65+00 100 2974301.0 866051.9 62.60 66+00 100 2974347.7 865963.5 62.60 67+00 100 2974394.4 865875.0 62.60 68+00 100 2974441.1 865786.6 62.60 69+00 103 2974489.1 865695.8 62.60 70+03 97 2974534.6 865609.8 62.60 71+00 100 2974581.3 865521.4 62.60 72+00 100 2974628.0 865432.9 62.60 73+00 100 2974674.7 865344.5 62.60 74+00 100 2974721.4 865256.1 62.60 75+00 100 2974768.1 865167.7 62.60 76+00 100 2974814.9 865079.3 62.60 77+00 100 2974861.6 864990.9 62.60 78+00 100 2974908.3 864902.4 62.60 79+00 115 2974962.0 864800.8 62.60 80+15 85 2975001.7 864725.6 62.60 81+00 100 2975048.4 864637.2 62.60 82+00 100 2975095.2 864548.8 62.60 83+00 100 2975141.9 864460.4 62.60 84+00 100 2975188.6 864371.9 62.60 85+00 100 2975235.3 864283.5 62.60 86+00 100 2975282.0 864195.1 62.60 87+00 100 2975328.7 864106.7 62.60 88+00 157 2975401.9 863968.2 62.60 89+57 143 2975422.6 863930.1 61.50 90+00 100 2975470.4 863842.3 61.50 91+00 100 2975518.2 863754.4 61.50 92+00 100 2975566.0 863666.6 61.50 93+00 100 2975613.8 863578.7 61.50 94+00 100 2975661.6 863490.9 61.50 95+00 100 2975709.3 863403.0 61.50 96+00 100 2975757.1 863315.2 61.50 97+00 100 2975804.9 863227.3 61.50 98+00 100 2975852.7 863139.5 61.50 99+00 99 TOWNS OF KILL DEVIL HILLS AND KITTY HAWK WITH SOUTHERN SHORES EXTENSION PAY PROFILES Point Table EASTING NORTHING AZIMUTH STATION PERPENDICULAR DISTANCE TO NEXT 2975900.2 863052.2 61.50 99+99 101 2975951.1 862965.4 61.50 101+00 100 2976001.7 862879.2 61.50 102+00 100 2976052.3 862792.9 61.50 103+00 100 2976102.9 862706.7 61.50 104+00 100 2976153.5 862620.4 61.50 105+00 100 2976204.1 862534.2 61.50 106+00 100 2976254.7 862447.9 61.50 107+00 100 2976305.3 862361.7 61.50 108+00 100 2976355.9 862275.4 61.50 109+00 99 2976406.1 862189.9 61.50 109+99 101 2976457.1 862102.9 59.60 111+00 100 2976507.7 862016.6 59.60 112+00 100 2976558.3 861930.4 59.60 113+00 100 2976608.9 861844.1 59.60 114+00 100 2976659.5 861757.9 59.60 115+00 100 2976710.1 861671.6 59.60 116+00 100 2976760.7 861585.4 59.60 117+00 100 2976811.3 861499.1 59.60 118+00 100 2976861.9 861412.9 59.60 119+00 99 2976911.9 861327.7 59.60 119+99 101 2976963.1 861240.4 59.60 121+00 100 2977013.7 861154.1 59.60 122+00 100 2977064.4 861067.9 59.60 123+00 100 2977115.0 860981.6 59.60 124+00 100 2977165.6 860895.4 59.60 125+00 100 2977216.2 860809.1 59.60 126+00 100 2977266.8 860722.9 59.60 127+00 100 2977317.4 860636.6 59.60 128+00 100 2977368.0 860550.4 59.60 129+00 133 2977435.1 860436.0 59.60 130+33 67 2977467.0 860376.6 59.60 131+00 100 2977514.3 860288.5 59.60 132+00 100 2977561.6 860200.4 59.60 133+00 100 2977608.9 860112.3 59.60 134+00 100 2977656.2 860024.2 59.60 135+00 100 2977703.6 859936.1 59.60 136+00 100 2977750.9 859848.0 59.60 137+00 128 2977811.3 859735.5 59.60 138+28 72 2977849.5 859674.1 59.60 139+00 100 2977902.3 859589.2 59.60 140+00 100 2977955.1 859504.3 59.60 141+00 100 2978007.9 859419.4 59.60 142+00 100 2978060.7 859334.5 59.60 143+00 100 2978113.5 859249.5 59.60 144+00 100 2978166.3 859164.6 59.60 145+00 100 2978219.1 859079.7 59.60 146+00 100 2978271.9 858994.8 59.60 147+00 100 2978324.7 858909.9 59.60 148+00 100 2978377.5 858824.9 59.60 149+00 100 2978430.3 858740.1 59.60 150+00 100 2978481.0 858653.8 59.60 151+00 100 2978531.6 858567.5 59.60 152+00 100 2978582.2 858481.3 59.60 153+00 100 2978632.8 858395.0 59.60 154+00 100 2978683.4 858308.8 59.60 155+00 100 2978739.9 858226.3 59.60 156+00 100 2978796.4 858143.8 59.60 157+00 100 2978852.9 858061.3 59.60 158+00 100 2978909.4 857978.8 59.60 159+00 101 2978966.6 857895.3 59.60 160+01 99 2979013.5 857808.3 59.60 161+00 100 Point Table EASTING NORTHING AZIMUTH STATION PERPENDICULAR DISTANCE TO NEXT 2979060.9 857720.3 59.60 162+00 100 2979108.4 857632.3 59.60 163+00 100 2979155.9 857544.2 59.60 164+00 100 2979203.3 857456.2 59.60 165+00 100 2979250.8 857368.2 59.60 166+00 100 2979298.3 857280.2 59.60 167+00 100 2979345.8 857192.2 59.60 168+00 100 2979393.3 857104.2 59.60 169+00 72 2979427.7 857040.4 59.60 169+72 127 2979492.3 856930.5 59.60 171+00 100 2979542.9 856844.2 59.60 172+00 100 2979593.6 856758.0 59.60 173+00 100 2979644.2 856671.8 59.60 174+00 81 2979685.3 856601.8 59.60 174+79 119 2979745.4 856499.3 59.60 176+00 100 2979796.1 856413.0 59.60 177+00 100 2979846.7 856326.8 59.60 178+00 100 2979897.3 856240.5 59.60 179+00 90 2979942.7 856163.1 59.60 179+90 110 2979998.5 856068.1 59.60 181+00 100 2980049.2 855981.8 59.60 182+00 100 2980099.8 855895.6 59.60 183+00 100 2980150.4 855809.4 59.60 184+00 90 2980195.8 855732.1 59.60 184+90 110 2980251.7 855636.9 59.60 186+00 100 2980302.3 855550.6 59.60 187+00 100 2980352.9 855464.4 59.60 188+00 100 2980403.5 855378.1 59.60 189+00 89 2980448.5 855301.2 59.60 189+89 111 2980504.7 855205.6 59.60 191+00 100 2980555.3 855119.4 59.60 192+00 100 2980605.9 855033.1 59.60 193+00 100 2980656.5 854946.9 59.60 194+00 92 2980703.2 854867.4 59.60 194+92 108 2980757.8 854774.4 59.60 196+00 100 2980808.4 854688.2 59.60 197+00 100 2980859.0 854601.9 59.60 198+00 100 2980909.7 854515.7 59.60 199+00 95 2980957.8 854433.7 59.60 199+95 105 2981009.4 854342.3 59.60 201+00 100 2981058.6 854255.3 59.60 202+00 100 2981107.7 854168.2 59.60 203+00 100 2981156.9 854081.1 59.60 204+00 86 2981199.1 854006.4 59.60 204+86 114 2981255.2 853907.0 59.60 206+00 100 2981304.4 853819.9 59.60 207+00 100 2981353.6 853732.8 59.60 208+00 100 2981402.8 853645.7 59.60 209+00 77 2981440.4 853579.1 60.50 209+76 123 2981501.1 853471.6 60.50 211+00 100 2981550.3 853384.5 60.50 212+00 100 2981599.5 853297.4 60.50 213+00 100 2981648.6 853210.4 60.50 214+00 89 2981692.5 853132.7 60.50 214+89 111 2981747.0 853036.2 60.50 216+00 100 2981796.1 852949.1 60.50 217+00 100 2981845.3 852862.1 60.50 218+00 100 2981894.5 852775.0 60.50 219+00 102 2981944.6 852686.2 60.50 220+02 98 2981992.8 852600.8 60.50 221+00 100 2982042.1 852513.8 60.50 222+00 100 2982091.3 852426.8 60.50 223+00 100 Point Table EASTING NORTHING AZIMUTH STATION PERPENDICULAR DISTANCE TO NEXT 2982140.5 852339.7 60.50 224+00 94 2982186.6 852258.2 60.50 224+94 106 2982239.0 852165.6 60.50 226+00 100 2982288.2 852078.6 60.50 227+00 100 2982337.4 851991.5 60.50 228+00 100 2982386.6 851904.5 60.50 229+00 85 2982428.6 851830.2 60.50 229+85 115 2982485.0 851730.4 60.50 231+00 100 2982534.3 851643.3 60.50 232+00 100 2982583.5 851556.3 60.50 233+00 100 2982632.7 851469.2 60.50 234+00 114 2982689.1 851369.5 60.50 235+15 85 2982731.1 851295.1 60.50 236+00 100 2982780.3 851208.1 60.50 237+00 100 2982829.5 851121.0 60.50 238+00 100 2982878.7 851033.9 60.50 239+00 144 2982949.5 850908.8 60.50 240+44 56 2982975.5 850858.9 60.50 241+00 100 2983021.8 850770.3 60.50 242+00 100 2983068.2 850681.7 60.50 243+00 100 2983114.5 850593.1 60.50 244+00 114 2983167.1 850492.4 60.50 245+14 86 2983207.1 850415.8 60.50 246+00 100 2983253.5 850327.2 60.50 247+00 100 2983299.8 850238.6 60.50 248+00 100 2983346.2 850150.0 60.50 249+00 83 2983384.8 850076.1 61.90 249+83 117 2983440.5 849973.6 61.90 251+00 99.9 2983488.3 849885.8 61.90 252+00 100 2983536.0 849797.9 61.90 253+00 100 2983583.8 849710.1 61.90 254+00 101 2983632.2 849621.0 61.90 255+01 100 2983679.3 849534.4 61.90 256+00 100 2983727.1 849446.5 61.90 257+00 100 2983774.8 849358.7 61.90 258+00 100 2983822.6 849270.8 61.90 259+00 119 2983879.6 849166.0 61.90 260+19 81 2983917.2 849094.6 61.90 261+00 100 2983963.8 849006.1 61.90 262+00 100 2984010.5 848917.7 61.90 263+00 100 2984057.1 848829.2 61.90 264+00 85 2984096.8 848753.8 61.90 264+85 115 2984150.3 848652.3 61.90 266+00 100 2984196.9 848563.8 61.90 267+00 100 2984243.6 848475.3 61.90 268+00 151 2984314.0 848341.7 62.20 269+51 149 2984383.5 848209.9 62.20 271+00 100 2984430.1 848121.5 62.20 272+00 100 2984476.7 848033.0 62.20 273+00 100 2984523.3 847944.5 62.20 274+00 67 2984554.5 847885.4 62.20 274+67 133 2984616.6 847767.6 62.20 276+00 100 2984663.2 847679.1 62.20 277+00 100 2984709.8 847590.7 62.20 278+00 100 2984756.5 847502.2 62.20 279+00 83 2984795.0 847429.1 62.20 279+83 117 2984853.8 847327.5 62.20 281+00 100 2984903.9 847241.0 62.20 282+00 100 2984954.0 847154.4 62.20 283+00 100 2985004.0 847067.9 62.20 284+00 92 2985050.2 846988.1 62.20 284+92 108 2985104.2 846894.8 62.20 286+00 100 Point Table EASTING NORTHING AZIMUTH STATION PERPENDICULAR DISTANCE TO NEXT 2985154.3 846808.2 62.20 287+00 100 2985204.3 846721.6 62.20 288+00 100 2985254.4 846635.1 62.20 289+00 102 2985305.3 846547.0 62.20 290+02 98 2985347.6 846458.3 62.20 291+00 100 2985390.6 846368.0 62.20 292+00 100 2985433.7 846277.8 62.20 293+00 100 2985476.7 846187.5 62.20 294+00 99 2985519.2 846098.4 62.20 294+99 101 2985562.8 846007.0 62.20 296+00 100 2985605.9 845916.7 62.20 297+00 100 2985648.9 845826.5 62.20 298+00 100 2985692.0 845736.2 62.20 299+00 96 2985733.2 845649.7 62.20 299+96 104 2985782.2 845557.7 62.20 301+00 100 2985829.1 845469.5 62.20 302+00 100 2985876.1 845381.2 62.20 303+00 100 2985923.1 845292.9 62.20 304+00 85 2985963.1 845217.8 62.20 304+85 115 2986017.1 845116.4 62.20 306+00 100 2986064.1 845028.1 62.20 307+00 100 2986111.1 844939.8 62.20 308+00 100 2986158.1 844851.6 62.20 309+00 74 2986193.1 844785.8 62.00 309+74 126 2986252.1 844675.0 62.00 311+00 100 2986299.0 844586.7 62.00 312+00 100 2986346.0 844498.5 62.00 313+00 100 2986393.0 844410.2 62.00 314+00 92 2986436.0 844329.4 62.00 314+92 108 2986487.0 844233.7 62.00 316+00 100 2986534.0 844145.4 62.00 317+00 100 2986581.0 844057.1 62.00 318+00 100 2986628.0 843968.8 62.00 319+00 109 2986679.0 843873.0 62.00 320+09 91 2986721.8 843792.2 62.00 321+00 100 2986768.5 843703.8 62.00 322+00 100 2986815.3 843615.4 62.00 323+00 100 2986862.1 843527.0 62.00 324+00 123 2986909.0 843438.4 62.00 325+00 - VERTICAL CONTROL DATA ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). THE APPROXIMATE RELATION BETWEEN NAVD88 AND OTHER DATUMS AT NOAA TIDAL BENCHMARK 8658559 (WILMINGTON PIER) FOR THE PROJECT ARE AS FOLLOWS: MEAN HIGHER HIGH WATER 1.50 FEET MEAN HIGH WATER 1.18 FEET NAVD88 0.00 FEET MEAN SEA LEVEL -0.42 FEET NGVD29 -0.96 FEET MEAN LOW WATER -2.05 FEET MEAN LOWER LOW WATER -2.19 FEET BENCHMARK CONTROL POINTS ID EASTING NORTHING ELEV. DESC. FW0050 2,970,021.75 871,368.17 30'85 DISK FW0061 2,977,204.86 859,358.84 9.17 DISK DK3521 2,979,783.79 854,412.25 11.64 DISK NOTES: 1. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83). 2. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 3. SURVEYS FOR PAYMENT (BEFORE AND AFTER DREDCE) SHALL COMMENCE AT THE COORDINATES SHOWN AND CONTINUE A MINIM,JM DTSTANCE OF250 FT. SEAWARD OF THE CONSTRUCTION TOE OF FILLALONG TI E AZTM,JTI PROVIDED. 4. EACH STATION DESIGNATED AS A PAYMENT PROFILE SI ALL BE SJRVEYED BY THE CONTRACTOR BEFORE AND AFTER BEACH PLACEMENT FOR TI E P,JRPOSE OF CALCULATING PAYMENT QUANTITIES. NO SUBSTIT,JTFS IN PAY PROFILE STATIONS OR AZIMUTHS SHALL BE CONSIDERED. L 8 E „ N x zo �p m7� E3 om zY �Y 8 a lam 3z a oa a I `1 x Z 01 E Z Z 0 uYWGo ma""a wFxa z 0W� oxm=OJ UdZtn� w w W w Q O=DZz 2 � ~ Z u xU W LLEn ULU OOxw¢ Z �t Lu 3� O F CD-1 SHEET 2 OF 26 j • ► = F2 2 9� v rn OO R a N rn rn r r 0 500 10oo •�, t. as a sy i LL GRAPHIC SCALE IN FT � lk 4 pt L j ` i y".04i f � � Z.� •� �RR i i• � i; . "r� T z t w - f R,. ► '� _� ��. 6 .. 1r Ice� Z Z lb 0 s: 't ► '� TOWN OF KILL DEVIL HILLS 7 ' U)i 4 ' Z 'm 00 WJfU- ■ _� Ir _- D` ' N 01 7 W - -� O } rn cc "t� + } + + O + + + l+ cc + + + lf7 0 Ln M OJ Oi N ".i -� a N O cc O N .-1 + O O 0) + + O N 'r +CD + +Y 11O ti N _ 1 + + + _{. + } (T d- t N N N N NJ N N N rf MwNNNNNQI � N N 1~-I 0 D J z + W in W N N m0 + 0a rn �z SEAWARD TOE OF FILL APPROXIMATE SHIPWRECK FRAGMENTS LOCATIONS. SEE NOTE #4 1. DATE OF AERIAL PHOTOGRAPHY: 2011. 2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83). 3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88). 4. TO AVOID IMPACTS TO SHIPWRECK FRAGMENTS, THE SUBMERGED PIPELINE SHALL NOT COME ON -SHORE WITHIN 100 METERS OF THE SHIPWRECK FRAGMENTS. LANDWARD BERM CREST SEAWARD BERM CREST �J�_w LANDWARD DUNE CREST SEAWARD DUNE CREST LEGEND: Q1+fl0 USACE BASELINE STATION 2017 MEAN HIGH WATER (1.18') 2017 MEAN LOW WATER (-2.05') MUNICIPAL BOUNDARY 0 „ N 2o w o � 0 yo v3 E3 om iY �Y � U WLW7 F L y ij 3z sa Y a xz rCysrn'-z u Z. U. ¢0�c0.0 w_ m Q w a V > v w F x zF z z z1Ow�g oxLnxzCL J U Z J w w 'z" d J ao=xz� Y F Z O w U > 'xOx 0 �LLinUw 00=w¢ z Ln t, aop z 3: O F DRAWING NO. OV-1 SHEET 3 OF 26 KITTY HA WK BA Y '" "IF/ N 'V rn rn rn - .�• _ 0 fl0.0 1600 . x r rI - � � GRAPHIC SCALE IN FT i= pr. it•,+r .?s W W OO O X t z uj = Z g U. o o' N 5 CROA~ N O N HWY CD + + J c 0 0 Lr n APPROXIMATE SHIPWRECK FRAGMENTS LOCATION. SEE NOTE #4 �. Lrn •�'� - .� ,3. - ... - .= a Yr - '•� T OIL 7 - Oab '�� ^ - • Z - - 00 03 TOWN OF °U . $ tom"`, +• .t �° SOUTHERN mz 64 �` SHORES zo 0 Jam' TOWN OF KITTY HAWK -�.r r r -� co ' r _ • '� '., oaf -,� A z o m z N rn '^^ u~i-n n�it..p o 0 o I a o 0 N M N+= o + u t N CROATANo HWY z o O o f o o ��:•y,.. o ,- o a o o f o o N o] o O ¢ iL K o w O, i W W Y n O w �n'.' d• w M Nul - r M Q�-M J .-a d' N .--I F Q LINDBERGH AVE Jm w m L N J N cp W Y VIRGIN�A DARE TRAI NORTH - N.C. 12 ATLANTIC OCEAN 1. DATE OF AERIAL PHOTOGRAPHY: 2011. 2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83). 3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM,1988 (NAVD88). 4. TO AVOID IMPACTS TO SHIPWRECK FRAGMENTS, THE SUBMERGED PIPELINE SHALL NOT COME ON -SHORE WITHIN 100 METERS OF THE SHIPWRECK FRAGMENTS. APPROXIMATE SHIPWRECK FRAGMENTS LOCATION. SEE NOTE #4 LEGEND: 01+80 c a USACE BASELINE STATION 2017 MEAN HIGH WATER (1.18') 2017 MEAN LOW WATER (-2.05') MUNICIPAL BOUNDARY Y =rz �rCGCG,nU"z ''WGO aO�CO� w W Z w = m a En a w,Z= Z z,"OWzg o�EnX a Z J W W LY LY� J Q n _ z J F Z m W J� O =YO=v O GLLtn Uw OOxw¢ z u, Z 3: O F_ DRAWING NO. OV-2 SHEET 4 OF 26 Ail 1Jp 00 'G PHICSCALE IN 5 25+f }— M —rrf 320+ Fy "I'ilid�J 3 i .may .. .. * y•�7 r i j Ei * .. i � ■ F._ i o� 1- 1 } ` •+{ a. t o � st r. pry U _ 0 + + 311+9 _ _ _ _ _ _ _ 1309+7 _ N VIF:GINIA DAR TR -� PROJ l �! BASEL,. ¢� - y � � CREST. I � APPROXIMATE SHIPWRECK FRAGMENTS LOCATION. SEE NOTES #4 AND #5 o+ ++ 304+85 M c M 299+9 �• . �.1 rigI i / SEAWARD TOE OF FILL 2017 MHW (1.18') J o L C � mA n MLW (-2.05') SEAWARD BERM CREST o 0 D � z z z n v � z �z N p p c c O N 3 n r m n C O O n+ = z z O O O z z z 3 3 3 c c c c c = = n n 0 0 o ti ti z z z N N N 3 3 3 1. DATE OF AERIAL PHOTOGRAPHY: 2012. 2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83). 3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM,1988 (NAVD88). 4. THE CONTRACTOR SHALL EXERCISE ALL AVAILABLE PRECAUTIONS TO AVOID DAMAGE TO SHIPWRECK FRAGMENTS. BEACH FILL MATERIAL SHALL BE USED TO COVER THE SHIPWRECK FRAGMENTS. 5. TO AVOID IMPACTS TO SHIPWRECK FRAGMENTS, THE SUBMERGED PIPELINE SHALL NOT COME WITHIN 100 METERS OF THE SHIPWRECK FRAGMENTS. LEGEND: Q1+80 a z USACE BASELINE STATION 2017 MEAN HIGH WATER (1.18') 2017 MEAN LOW WATER (-2.05') MUNICIPAL BOUNDARY NORTH CAROLINA BEACH ACCESS AS IDENTIFIED DMSION OF COASTAL MANAGEMENT Y m Z (n mZ Z uYWGo ix ca mza0, ma zzx� Z..oW'�I 0x�=0> U ,J., Z.m.� w WaC�g5 Q 0 = M Zd x ~ Z 0 xU =,EnnUw oox<¢ z ntLLJ m0 z3: 3 O H DRAWING NO. PV-1 Ili�ilYib■ SHEET 5 OF 5 OF 26 A. yS y� a I • p' I +f r' I r r .'-i. '.87 ■ a' . r .:i 7 '�' r► '.G. 1 1 ti -.��• •f it I ELINJ �i W o o+ o . N+ ` Orn - _ "Om ' 0N -� �o �No' '• No o an inNNn — o++ + + 274+67 --�• 28 950 O + 279+8 If •',i' I I •N+n rl — - N 284+9 —e • _.. N 290+0 �_ —"' N VIRGIN::A DARE TR tip �■ 1 �• f • ■I l I .� SEAWARD DUNE CREST r! C LAND WARD LDD DUNE REST jj , r .� � aL*- AJIN APPROXIMATE SHIPWRECK FRAGMENTS LOCATION. SEE NOTES #4 AND #5 SEAWARD TOE OF FILL 1. DATE OF AERIAL PHOTOGRAPHY: 2012. 2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83). 3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM,1988 (NAVD88). 4. THE CONTRACTOR SHALL EXERCISE ALL AVAILABLE PRECAUTIONS TO AVOID DAMAGE TO SHIPWRECK FRAGMENTS. BEACH FILL MATERIAL SHALL BE USED TO COVER THE SHIPWRECK FRAGMENTS. 5. TO AVOID IMPACTS TO SHIPWRECK FRAGMENTS, THE SUBMERGED PIPELINE SHALL NOT COME WITHIN 100 METERS OF THE SHIPWRECK FRAGMENTS. `- LANDWARD BERM CREST SEAWARD BERM CREST `MLW (-2.05') n 2017 MHW z z (1.18') 0 z v A 4A c SEAWARD TOE OF DUNE C (C a 0 z z O Z Z D N N D N 3 3 1 2 x 4 x N = N N o rn N o o o � LEGEND: Q1+80 100 2( GRAPH C SCALE IN FT USACE BASELINE STATION 2017 MEAN HIGH WATER (1.18') 2017 MEAN LOW WATER (-2.05') MUNICIPAL BOUNDARY Y Q x Z (n �Z m < u, -. Z x Z O W co,W_ O_,LnxZ u ..Z En z W>C�� 3 QOwOz a z0 Enx u �LLEnuW OOxw¢ zLnt:;mo Z 3: 0 H DRAWING NO. PV-2 SHEET 6 OF 26 ..IL r. .. o �v TOWN OF „., �Lu wl.� KILL DEVIL HILLS. } �1 NE BERN ST � o Ioo zoo Al r � y 'i i ' "+` L ♦ ` l { Lu ORAP C SCALE IN r 4. ■- 'f�;.-Zi�i: t; �'zl':.' I -_ ► .�- . I3.1.iF:4� � A � , � � � ,�� , i� ! •� r 1 [� � r .a4 _ _� h yLr, .i�.:.u�'. A.'•k 0 sf _ k PROJECT + r � BASELINE v v, I } i � � :r --� • F rir s r c � � r ..� f I r o a o 0o ■■ + ` .�_ {I + I�. ■■ + O M O ` + - ,��+■■ + a+, ` f i1 is ! I- 1 4 . N1 v, `� in �. - . •�• '.'�5I.... ' N N v� .� rvv 24044' ■ 1+]} N N N 7 N ^ 4 249+8 245+1 • N N N N• tl N YV ] t N 255+0 — .� 1 ..— — r - — — — 0 — —} N VIRGINIA DARE TR _ .■, AND AR DUNE C EST I z _ _ _ . _ . _ . — . — . — . __ . Iz J� J U I U SEAWARD DUNE CREST I I I I I 2017 MLW (-2.05') LANDWARD BERM CREST SEAWARD BERM CREST SEAWARD TOE OF FILL 2017 MHW (1.18') n 0 I z z LANDWARD BERM CREST A p C n Cl n O O o O c n z z 2 z z Oz N N 4., - i Ln 3 Z c- C C7 p c- -xi r n n = x ol O Z O O o O o N N N Z > G c c c N 3 c � rn rn m 0 0 10 I 1: o io I I I NOTES: 1. DATE OF AERIAL PHOTOGRAPHY: 2012. 2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83). 3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM,1988 (NAVD88). LEGEND: Q1+Ro USACE BASELINE STATION 2017 MEAN HIGH WATER (1.18') 2017 MEAN LOW WATER (-2.05') MUNICIPAL BOUNDARY CONSTRUCTION ACCESS t `L Q x Z (A mZ Z uYwGo �z�a,t� mam zzx z„Ow� w 0HUIZz Z Z wWww 3 QOwMz a x.JJ.~Z=O x u �LLtOflUw OOxw¢ zmtm� z3: O DRAWING NO. PV-3 SHEET 7 OF 26 I 3 , x u w x ul _ aLu ul p. w f a PIP w S Gwk # I � ` P.ROJ wBjsEtE � tO e Q M . • N 220+02 P 1 N^ ^' 2 O + } O M N M N N N 224+9 N N 229+8 - - - 235+1 .N VIRGINIA DAR TR Lu z =I UI 7 LANDWARD DUNE CREST J SEAWARD DUNE CREST ..� .k z z _ 3. Q Y �� 1 200 f UT J •h • '(` w ' RAPHISCALE N FT r 4-� W m D 44 chi it m I o Cz I+89 _ _ N _ . N 209+7 IL � r• - 2017 MLW (-2.05') 2017 MHW (1.18') n n o o O F Z Z C C 1/f O O z 0 z D O D N O z Z N 3 y D 3 C N N c = 3 _ � o 1. DATE OF AERIAL PHOTOGRAPHY: 2012. 2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83). 3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88). 417d\W/d17 DI B] =o] i a I LANDWARD BERM CREST SEAWARD BERM CREST LEGEND: Q1+Ro zz N A n O D N 3 I 0 v USACE BASELINE STATION 2017 MEAN HIGH WATER (1.18') 2017 MEAN LOW WATER (-2.05') MUNICIPAL BOUNDARY „ N x �o m0 m3 E3 om wY �Y do 0 8 a z '"fin q(Y7 qn oQ 0 0 o a Y x Z to '-Z Z � uY'"wGO 8 a � maU"0 zU., -Z Owl w uriEn z zZ z wwLu g Q 0 w D Z a x-j F- Z o D xu w , U w OOxw¢ z�mo z3: O DRAWING NO. PV-4 SHEET 8 OF 26 lip �- w RAYMOND AVELu - UI I Okir. y Y u�Lui r;P ¢ PROJECT p�r'� STAGING AREA = i� u, _ VNE 0 + n 8 189 o o� _ 194+9 - M I, 204+8 _ _ . —. 0 CONSTRUCTION ACCESS = r. IRGINIA DARE TRAIL NORTH N.C. 12 I I SEAWARD BERM CREST Av 77 0 " 100 200 •. do < LX ■ �. GRAPHIC SCALE IN FT ' -•; - Lu Cf LdIq MITo., c o^Lu 18 I -.00001 .1 vTorTrlTA DARETR LANDWARD BERM CREST LANDWARD DUNE CREST 2017 MHW (1.18') J n SEAWARD TOE OF FILL z z � m � 77 SEAWARD DUNE CREST nU o z 2017 MLW (-2.05') z mAi D C O z 3 C 3 C o U1 (l = z z C O ATLANTIC OCEAN 1. DATE OF AERIAL PHOTOGRAPHY: 2012. 2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83). 3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM,1988 (NAVD88). 4. THE KITTY HAWK DUNE SHALL BE CONSTRUCTED BETWEEN STATIONS 7+00 TO 114+00,125+00 TO 150+00, 157+00 TO 171+00, AND 185+00 TO 189+87. THE DUNE SHALL BE CONSTRUCTED SEAWARD OF THE "LANDWARD LIMIT OF DUNE" LINE. (SEE CROSS SECTION 109+99 FOR EXAMPLE) 5. SAND FENCING MAY BE INSTALLED ALONG THE DUNE CORRIDOR SEAWARD OFTHE LANDWARD TOE OF FILL AND WITHIN 10 FT OF THE SEAWARD TOE OF DUNE. 6. THE MATERIAL USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWNS OF KITTY HAWK AND SOUTHERN SHORES SHALL COME SOLELY FROM THE AREA OUTLINED IN BORROW AREA A, REFERENCED AS THE TOWNS OF KITTY HAWK AND SOUTHERN SHORES ALLOWABLE DREDGE AREA." NO OTHER PORTIONS OF BORROW AREA A AND/OR C MAY BE USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWNS OF KITTY HAWK AND SOUTHERN SHORES. LEGEND: Q1+80 USACE BASELINE STATION — • — — 2017 MEAN HIGH WATER (1.18') .. — . — . — . _ 2017 MEAN LOW WATER (-2.05') MUNICIPAL BOUNDARY F I� a w r Izz�� J 2 Il a Y 2 z (n mZ z m En u Y'L O �zLu mama zL.0 -Z Lu w urmEZ Z z <aLu z CL 3 =�D mu �LLEUn Uw OOxw¢ zmtmo z3: O DRAWING NO. PV-5 SHEET 9 OF 26 1 t` -I al wlz UI TOWN OF KITTY HAWK j; L POSEIDON ST + 0 0 0 + T, - + ^ 0 169+7 — V:RGINIA DARE TRAIL NORTH - N.C. 12 s HALLETT ST °. I =� ^ ''y�r•�` � �IrYI GRAPHIC SCALE IN FT I I:o 4 LANDWARD LIMIT � �-.� � r e� oi OF DUNE PROJECT Lu BASELINE o � c �• b tn w LANDWARD LIMIT O DUAE TAI ' ` !!�!I'+ rtrt[ tNIA DARE + TRAIL NORTH N.C. 12J _ _160+0 1 I SEAWARD BERM CREST LANDWARD BERM CREST SEAWARD TOE OF FILL 2017 MHW (1.18') 2017 MLW (-2.05') n o z z z m P C C p Z zz ATLANTIC .N $ OCEAN N c 1. DATE OF AERIAL PHOTOGRAPHY: 2012. 2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83). 3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88). 4. THE KITTY HAWK DUNE SHALL BE CONSTRUCTED BETWEEN STATIONS 7+00 TO 114+00, 125+00 TO 150+00, 157+00 TO 171+00, AND 185+00 TO 189+87. THE DUNE SHALL BE CONSTRUCTED SEAWARD OF THE "LANDWARD LIMIT OF DUNE" LINE. (SEE CROSS SECTION 109+99 FOR EXAMPLE) 5. SAND FENCING MAY BE INSTALLED ALONG THE DUNE CORRIDOR SEAWARD OF THE LANDWARD TOE OF FILL AND WITHIN 10 FT OF THE SEAWARD TOE OF DUNE. 6. THE MATERIAL USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWNS OF KIM HAWK AND SOUTHERN SHORES SHALL COME SOLELY FROM THE AREA OUTLINED IN BORROW AREA A, REFERENCED AS THE TOWNS OF KITTY HAWK AND SOUTHERN SHORES ALLOWABLE DREDGE AREA." NO OTHER PORTIONS OF BORROW AREA A AND/OR C MAY BE USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWNS OF KITTY HAWK AND SOUTHERN SHORES. I I I 1 z I o z z c T v N O '� „ m �o vp m3 E3 D N �^ wY �Y om uoo 3 p C V $ a —A ,Hp qY yM VI O I n 6a Y x Z Z m w G � Z V Y w w QO 8zLuw mama wFx2� zOwE w oHmUlz z z wLLDz 3 ap"'Dz a =.JJ.~Zo 0 u tUflUw �LLx OOxw¢ Zmtmp - z 3: LEGEND: p Ql+AO USACE BASELINE STATION H DRAWING NO. — — — — 2017 MEAN HIGH WATER (1.18') .. — . — . — . _ 2017 MEAN LOW WATER (-2.05') PV-6 MUNICIPAL BOUNDARY SHEET 10 OF 26 I I STAGING AREA 'CON CTION CCESS f + f 11' TOWN KITTYPAWK"- �r I ° LANDWARD LIMIT OF DUNE E. PROJECT BASELINE ¢ g — —ITA nARE TRAIL NORT -7C�2 — -- • — • — — — •• . - • =. . APPROXIMATE SHIPWRECK FRAGMENTS LOCATION. SEE I. I NOTES 7 AND 8 I IJSEAWARD TOE OF FILL 2017 MHW (1.18') 6L=m�mk SEAWARD BERM CREST 2017 MLW (-2.05') z O Cn -1 70 C Q O z z N N c 3 ATCANTIc OCEAN NOTES: 1. DATE OF AERIAL PHOTOGRAPHY: 2012. s 2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83). 3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM,1988 (NAVD88). 4. THE KITTY HAWK DUNE SHALL BE CONSTRUCTED BETWEEN STATIONS 7+00 TO 114+00,125+00 TO 150+00, } 157+00 TO 171+00, AND 185+00 TO 189+87. THE DUNE SHALL BE CONSTRUCTED SEAWARD OFTHE "LANDWARD LIMIT OF DUNE" LINE. (SEE CROSS SECTION 109+99 FOR EXAMPLE) ¢ 5. SAND FENCING MAY BE INSTALLED ALONG THE DUNE CORRIDOR SEAWARD OFTHE LANDWARD TOE OF FILL AND WITHIN 10 FT OF THE SEAWARD TOE OF DUNE. 6. THE MATERIAL USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWNS OF KITTY HAWK i AND SOUTHERN SHORES SHALL COME SOLELY FROM THE AREA OUTLINED IN BORROW AREA A, REFERENCED AS THE TOWNS OF KITTY HAWK AND SOUTHERN SHORES ALLOWABLE DREDGE AREA." NO OTHER PORTIONS OF BORROW AREA A AND/OR C MAY BE USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWNS OF KITTY HAWK AND SOUTHERN SHORES. 7. THE CONTRACTOR SHALL EXERCISE ALL AVAILABLE PRECAUTIONS TO AVOID DAMAGE TO SHIPWRECK FRAGMENTS. BEACH FILL MATERIAL SHALL BE USED TO COVER THE SHIPWRECK FRAGMENTS. 8. TO AVOID IMPACTS TO SHIPWRECK FRAGMENTS, THE SUBMERGED PIPELINE SHALL NOT COME WITHIN 100 METERS OF THE SHIPWRECK FRAGMENTS. 0 Jr-5" •y Air I o o o of + + + + t N - --------- ----- LANDWARD BERM CREST LEGEND: Q1+80 `N 0 100 zoo GRAPHIC SCALE IN FT I I USACE BASELINE STATION 2017 MEAN HIGH WATER (1.18') 2017 MEAN LOW WATER (-2.05') MUNICIPAL BOUNDARY Y =z En � z z w G VYww0 izZLU' mU QEna w F = 2i Ow z �w O � Z . Z Z z zwwz�¢ ao=Oza 2.Hmmuo �LLEnULu OOxw¢ ztLu ca z3: 3 0 DRAWING NO. PV-7 SHEET 11 OF 26 I w z I go 0 I a� a� � a c c o TOWN OF KITTY HAWK PROJECT BASELINE 0 0 lip 109+9 DARE T IL NORTH N.C. 12 LINDBERGH AVE "' r O 9 = 0 100 200 _ J _ or - m w � GRAPH C SCALE IN FT o 89+57 + —�� 0 0 0 + +�• rn m -n a rn m a m m O O O } J_ A99 2017 MLW (-2.05') 2017 MHW (1.18') SEAWARD BERM CREST ATL4 NTIC OCEAN NOTES: 1. DATE OF AERIAL PHOTOGRAPHY: 2012. 2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH ? AMERICAN DATUM OF 1983 (NAD83). 3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM,1988 (NAVD88). 4. THE KITTY HAWK DUNE SHALL BE CONSTRUCTED BETWEEN STATIONS 7+00 TO 114+00, 125+00 TO 150+00, 157+00 TO 171+00, AND 185+00 TO 189+87. THE DUNE SHALL BE CONSTRUCTED SEAWARD OF THE "LANDWARD j LIMIT OF DUNE" LINE. (SEE CROSS SECTION 109+99 FOR EXAMPLE) 5. SAND FENCING MAY BE INSTALLED ALONG THE DUNE CORRIDOR SEAWARD OF THE LANDWARD TOE OF FILL AND WITHIN 10 FT OF THE SEAWARD TOE OF DUNE. 6. THE MATERIAL USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWNS OF KITTY HAWK AND SOUTHERN SHORES SHALL COME SOLELY FROM THE AREA OUTLINED IN BORROW AREA A, REFERENCED AS THE TOWNS OF KITTY HAWK AND SOUTHERN SHORES ALLOWABLE DREDGE AREA." NO OTHER PORTIONS OF BORROW AREA A AND/OR C MAY BE USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWNS OF KITTY HAWK AND SOUTHERN SHORES. LANDWARD BERM CREST SEAWARD TOE OF FILL LANDWARD LIMIT OF DUNE LEGEND: Ql +80 USACE BASELINE STATION 2017 MEAN HIGH WATER (1.18') 2017 MEAN LOW WATER (-2.05') MUNICIPAL BOUNDARY Y a xz rnmz z uQ Y w G Qo a za � m m za U z w F x 2i w w O�En z zZ w Lu z a O w z d =iD 0 u w LLxEf)Uw OOxw¢ zLn-mo z3: O DRAWING NO. PV-8 SHEET 12 OF 26 LINDBERGH AVE As I_ low oa 200Mw �. "� - � � � •, � � �+q �I � .. � �� ' � � y`tG�RAPHIC SCALE IN FT I TO`,I/JOF I�fTY H .1 PROJECT 1 � I r' BASELINE' a 4� ,s .+.Lu r �1 w - o a ■ oo o o f"'6 0 )� - o 0 x ,\ � n1 n n � n ^S'� '! � .� a y.,q .o � e e � �n. �•+� �60}5 �s. � ..� I 80+1 VIRGINIA DARE TRAIL NORTH - N.C. 1:: ir cn a z I §i uI 2017 MEW (-2.05') SEAWARD BERM CREST APPROXIMATE SHIPWRECK FRAGMENTS LOCATION. SEE 2017 MHW (1.18') LANDWARD BERM CREST LANDWARD LIMIT OF DUNE NOTES 7 AND 8. I I n 0 O O V) z p O n SEAWARD TOE OF FILL � I � O O z z N 3 Z 1 = = c N O Ad ATL4 NTIC OCEAN oTES: 1. DATE OF AERIAL PHOTOGRAPHY: 2012. 2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83). 3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM,1988 (NAVD88). 4. THE KITTY HAWK DUNE SHALL BE CONSTRUCTED BETWEEN STATIONS 7+00 TO 114+00, 125+00 TO 150+00, 157+00 TO 171+00, AND 185+00 TO 189+87. THE DUNE SHALL BE CONSTRUCTED SEAWARD OF THE "LANDWARD LIMIT OF DUNE" LINE. (SEE CROSS SECTION 109+99 FOR EXAMPLE) 5. SAND FENCING MAY BE INSTALLED ALONG THE DUNE CORRIDOR SEAWARD OF THE LANDWARD TOE OF FILL AND WITHIN 10 FT OF THE SEAWARD TOE OF DUNE. 6. THE MATERIAL USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWNS OFK[`[TYHAWK LEGEND: AND SOUTHERN SHORES SHALL COME SOLELY FROM THE AREA OUTLINED IN BORROW AREA A, REFERENCED AS THE TOWNS OF KITTY HAWK AND SOUTHERN SHORES ALLOWABLE DREDGE AREA." NO OTHER PORTIONS OF Ql+AO BORROW AREA A AND/OR C MAY BE USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWNS OF KITTY HAWK AND SOUTHERN SHORES. — — • — — 7. THE CONTRACTOR SHALL EXERCISE ALL AVAILABLE PRECAUTIONS TO AVOID DAMAGE TO SHIPWRECK FRAGMENTS. BEACH FILL MATERIAL SHALL BE USED TO COVER THE SHIPWRECK FRAGMENTS. .. — . — . 8. TO AVOID IMPACTS TO SHIPWRECK FRAGMENTS, THE SUBMERGED PIPELINE SHALL NOT COME WITHIN 100 METERS OF THE SHIPWRECK FRAGMENTS. USACE BASELINE STATION 2017 MEAN HIGH WATER (1.18') 2017 MEAN LOW WATER (-2.05') MUNICIPAL BOUNDARY I� la ■ _w x zo �p m7� E3 E wY �Y U" C V u0 Y Q 2 Z (n EZ Z u Y W G o izZ .� ca < zL.0 -Z 0Luww o X.M.:zz z wW��3 ao"'omz a ZO wO=u LLEn uw OOxw¢ zLnt:;mo z3: O H DRAWING NO. PV-9 SHEET 13 OF 13 OF 26 = aL _ Air � i'�TOWN OF KITTY HAWK tn-i �i G � - leW 1 14 PROJECT In BAS INE o + o .=0 + 0 50+2 I + VI GINIA p p I o, I > a w z JI =I U QI 1 2017 MHW (1.18') I 2017 MLW (-2.05') I LINDBERGH AVE sy T .} ' Lu Lu co + +� '+ JJ` m o + 1 A 40+2 _ m DARI= TRAIL NORTH - N.C. 12 4L n � z ° A 1 SEAWARD TOE OF FILL z O z N N 1 SEAWARD BERM CREST Z 01 _ N O c N o Qi O APPROXIMATE SHIPWRECK FRAGMENTS LOCATION. SEE NOTES 7 AND 8. 1. DATE OF AERIAL PHOTOGRAPHY: 2012. 2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83). 3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88). 4. THE KITTY HAWK DUNE SHALL BE CONSTRUCTED BETWEEN STATIONS 7+00 TO 114+00, 125+00 TO 150+00, 157+00 TO 171+00, AND 185+00 TO 189+87. THE DUNE SHALL BE CONSTRUCTED SEAWARD OFTHE "LANDWARD LIMIT OF DUNE" LINE. (SEE CROSS SECTION 109+99 FOR EXAMPLE) 5. SAND FENCING MAY BE INSTALLED ALONG THE DUNE CORRIDOR SEAWARD OF THE LANDWARD TOE OF FILL AND WITHIN 10 FT OF THE SEAWARD TOE OF DUNE. 6. THE MATERIAL USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWNS OF KITTY HAWK AND SOUTHERN SHORES SHALL COME SOLELY FROM THE AREA OUTLINED IN BORROW AREA A, REFERENCED AS THE TOWNS OF KITTY HAWK AND SOUTHERN SHORES ALLOWABLE DREDGE AREA." NO OTHER PORTIONS OF BORROW AREA A AND/OR C MAY BE USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWNS OF KITTY HAWK AND SOUTHERN SHORES. 7. THE CONTRACTOR SHALL EXERCISE ALL AVAILABLE PRECAUTIONS TO AVOID DAMAGE TO SHIPWRECK FRAGMENTS. BEACH FILL MATERIAL SHALL BE USED TO COVER THE SHIPWRECK FRAGMENTS. 8. TO AVOID IMPACTS TO SHIPWRECK FRAGMENTS, THE SUBMERGED PIPELINE SHALL NOT COME WITHIN 100 METERS OF THE SHIPWRECK FRAGMENTS. ATLANTIC OCEAN r = N 0 100 - 200 a -- � z All + A, - F R --:I+j PT + 0 m nri m r'�i of m M ri 30+05 LANDWARD LIMIT OF DUNE LANDWARD BERM CREST LEGEND: Ql+SO GRAPHIC SCALE IN FT USACE BASELINE STATION 2017 MEAN HIGH WATER (1.18') 2017 MEAN LOW WATER (-2.05') MUNICIPAL BOUNDARY I I 01 0 i' I I I> a w z Iu I� Y 3 a xz rnEz z UW Lu Y W W ° 8o8o� mQw WF- aV . z 0w 0x�=0> Vdrn7z W L5u Z. xQa==za 0.J�.~� w°xV LLEn V W °oxWa zLntma z3: 0 DRAWING NO. PV-10 SHEET 14 OF 26 I � � - � r. '� w �#'! ,ram y � �, .. � `, � �•,+�.� J - � � w.... N I � mm ix LINDBERGH AVE + + ', q ? .I pQ G GRAPHIC SCALE IN ET ` m� v u� Z TTY HAW TOWN OF KITTY HAWK = W I W o Y* �• :y T.14 STAGING +� Z. AREALU f r s o 0 ;I g z I PROJECT y i a �� F o C PELICAN WATCH WA 0o c BASELINE- o.. j o 0 0 0 ,wi o o+••� 0 0 0 o ONSTR + r� N N N N 20+03 J Q 10+00 rn ' w o o - 0+001 O _ _ _ _ _ _ I o1 VIRGINIA DARE TRAIL NORT N.C. 12 VIRGINIA DARMINORTH - C. 12 N �Q cz § I 3N$TR CT ON '� V Z z E A x V o o g a 1a w w rg zl IJ _ 451 UI ¢I IQ z E 57 I � o I 2017 MHW (1.18)ZO N SEAWARD BERM CREST vo v3 E� E� 2017 MLW (-2.05') vY ''=Y o" u^ u� LANDWARD LIMIT OF DUNE o '@ 9 °z SEAWARD TOE OF FILL z LANDWARD BERM CREST I s� y � °a 0 0 0 0 z c o LA z X1 U I A O z c c 1 N 1 Y O D m D O rC 3 W G Z Z rn V 1 w w p _ 8 0 � 0 N rn mQWaaV o x rn Z O w U .J. Z 7Z NOTES: ATLANTIC w o W � 1. DATE OF AERIAL PHOTOGRAPHY: 2012. 0 F Z 2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE MANE COORDINATE SYSTEM, NORTH OCEAN Y o x 0 AMERICAN DATUM OF 1983 (NAD83). LL En U w 3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88). z x m a0 4. THE KITTY HAWK DUNE SHALL BE CONSTRUCTED BETWEEN STATIONS 7+00 TO 114+00,125+00 TO 150+00, z 157+00 TO 171+00, AND 185+00 TO 189+87. THE DUNE SHALL BE CONSTRUCTED SEAWARD OF THE "LANDWARD LEGEND: 3 LIMIT OF DUNE" LINE. (SEE CROSS SECTION 109+99 FOR EXAMPLE) FO 5. SAND FENCING MAY BE INSTALLED ALONG THE DUNE CORRIDOR SEAWARD OF THE LANDWARD TOE OF FILL AND Q1+80 USACE BASELINE STATION WITHIN 10 FT OF THE SEAWARD TOE OF DUNE. DRAWING NO. 6. THE MATERIAL USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWNS OFKffTYHAWK — • • — • • — — 2017 MEAN HIGH WATER(1.18') AND SOUTHERN SHORES SHALL COME SOLELY FROM THE AREA OUTLINED IN BORROW AREA A, REFERENCED AS THE TOWNS OFKITTY HAWK AND SOUTHERN SHORES ALLOWABLE DREDGE AREA." NO OTHER PORTIONS OF .. —. —. —. _ 2017 MEAN LOW WATER(-2.05') PV-11 BORROW AREA A AND/OR C MAYBE USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWNS OFKITTY HAWK AND SOUTHERN SHORES. _ _ MUNICIPAL BOUNDARY SHEET 15 OF 26 . � -'ram•--rlUl�Sw'41 �• n. S Q. r �•- TOWN ERN MOREROJE �1 1 BRS€ItINE 0 0 o� o + + OCEAN BOULEVARD - N.C. 12 o + 41 -10+0 O �T •n �� 4 ..a - CO CO — —L Cl IR ..I .. I al uI Q SEAWARD TOE OF FILL 1. DATE OF AERIAL PHOTOGRAPHY: 2012. 2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83). 3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88). 4. THE KITTY HAWK DUNE SHALL BE CONSTRUCTED BETWEEN STATIONS 7+00 TO 114+00, 125+00 TO 150+00, 157+00 TO 171+00, AND 185+00 TO 189+87. THE DUNE SHALL BE CONSTRUCTED SEAWARD OF THE "LANDWARD LIMIT OF DUNE" LINE. (SEE CROSS SECTION 109+99 FOR EXAMPLE) 5. SAND FENCING MAY BE INSTALLED ALONG THE DUNE CORRIDOR SEAWARD OF THE LANDWARD TOE OF FILL AND WITHIN 10 FT OF THE SEAWARD TOE OF DUNE. 6. THE MATERIAL USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWNS OF KIM HAWK AND SOUTHERN SHORES SHALL COME SOLELY FROM THE AREA OUTLINED IN BORROW AREA A, REFERENCED AS THE TOWNS OF KITTY HAWK AND SOUTHERN SHORES ALLOWABLE DREDGE AREA." NO OTHER PORTIONS OF BORROW AREA A AND/OR C MAY BE USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWNS OF KITTY HAWK AND SOUTHERN SHORES. L 2017 MHW (1.18') 2017 MLW (-2.05') SEAWARD BERM CREST LANDWARD BERM CREST n O z A nCn i O z N N Z 1 2 N rn N . Q POO � v 7V rn rn r r o c rn � 0 100 200 = X GRAPHIC SCALE IN ET _^ • W + + 7A4 C �* �i S N N -25+08 L Z Z wz m z E LEGEND: Ql+AO USACE BASELINE STATION 2017 MEAN HIGH WATER (1.18') 2017 MEAN LOW WATER (-2.05') MUNICIPAL BOUNDARY n Y Q x Z (n �Z Z L) on QO�CO� mz u x z Ow ox�=0> U JZ Ul� W W LY LY Q O = Zd O=, ZO xV LL EOn Uw C)Oxw¢ zz�mo z� 3 O H DRAWING NO. PV-12 SHEET 16 OF 26 25 20 15 Lu 10 a z Z 5 O a o J IlJ -5 -10 PROFILE: STA. -20-00 v m \-- EL. 6.0' >� 1 EL. 1.18' l7 MLV EL. -2.05, 25 15 15 25 20 20 15 tu- 15 Lu 10 10 5 Z 5 O 0 a w 0 J -5 Lu 5 -10 -10 PROFILE: STA. -5+00 / + + z _------- z EL. 6. Y --------- --------- -------�- _____ ---MHW_ _EL. 1.18'_-- z MLW L. -2.05' t J/ - 0 100 200 300 400 Soo 600 700 800 0 100 200 300 400 Soo DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) 25 20 15 LL 10 Z Z 5 O Q 0 w w -5 _10- PROFILE: STA. -15+00 PROFILE: STA. 3+00 25 20 15 10 5 0 -5 -10 -15 -15 0 100 200 300 400 500 600 700 800 DISTANCE ALONG PROFILE (FEET) 25 20 is LL � 10 Z Z 5 O Q 0 w w 5 -10 15 z z z \I L. 6.0' \\ is i MH V=EL. 1.18' \ M LV EL. -2.05' � v z PROFILE: STA. -10+00 25 20 is 10 5 0 -5 -10 15 0 100 200 300 400 Soo 600 700 800 DISTANCE ALONG PROFILE (FEET) /^I 1 M \ z EL. 5.1 \ 15 \ MHW EL. 1.18' ---------- --------- ---------- -- MLW EL. -2.05' io d' LEGEND: i EXISTING GRADE JUNE 3-11, 2017 DESIGN TEMPLATE MEAN HIGH WATER LINE (MHW) MEAN LOW WATER LINE (MLW) TOLERANCE 0 10 20 VERTICAL GRAPHIC SCALE IN FT 0 100 200 HORIZONTAL GRAPHIC SCALE IN FT 25 20 15 LL 10 Z Z 5 O Q 0 w w 5 -10 15 20 tu- is LL 10- z Z 5 O Q 0 w w 5 -10 -is- 20 25 20 15 10 5 0 _5 -10 15 600 700 800 /1 N + / z I � EL. 6.0' n a MHW_ 1.18'--- _________ ___\�____ - --- _EL. MLW = EL. -2.05' \ 100 200 360 460 560 DISTANCE ALONG PROFILE (FEET) PROFILE: STA. 0+00 660 700 800 e r � EL. 6 0' > > 1 ---MHW_ _EL.1.18'___ \ MLW = L. -2.05' N ti > z 25 20 15 10 5 0 -5 -10 15 2 20 t 0 Lu 10- z 5 O a o w W _5 _10- -15 PROFILE: STA. 3+00 1 + + - - - - - - ____ EL. 6.0' \ ---- MHW_ EL. 1.18' \ MLW EL. -2.05' -20 0 100 200 300 400 500 600 700 DISTANCE ALONG PROFILE (FEET) PROFILE: STA. 5+00 25 20 15 LL 10 Z Z 5 O Q 0 w w 5 _10- -15 20 800 13 a 001 J ON OZ M ' CONSTR Cf KITTY H WK DUNE b \ ----> EL. 6.0' \ 1 \ MHW EL. 1.18' \ MLW = L. -2.05' o " - z 0 100 200 300 400 Soo 600 700 DISTANCE ALONG PROFILE (FEET) PROFILE: STA. 10+00 20 20 15 1s LL 10 10 Z 5 Z 5 O 0 Q w 0 J 5 W 5 10 -10 -15 20 -15 20 800 CONST UCf KITTY I IAWK DUNE rn m z z \ \ -\ - - - - ---- EL. 6.W is ----- ------------ - 0 ---- _EL. 1.18' \ e MLW = L. -2.05' z t ` ` 2_D Z 0O a m 20 � Z tl go 3 10 z 5 � 0 _10 E 20 25 vzoo m3 x E3 „N �0 m0 u � CY �Y om u io 20 15 � a r 0 vo oz N 10 a 5 0 8 Y Q -5 2 Z 10 oG<z W 15 UY -OV) mQ a( 20 �: Ul t xo Z CI w 0 100 200 300 400 Soo 600 700 800 0 100 200 300 400 500 600 700 800 O=U, J ZJ X. DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) w w z ° NOTES: o F z J 1. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). z LL , L=J 2. PRE -CONSTRUCTION SURVEY PERFORMED JUNE 3-11, 2017 BY GREAT LAKES DREDGE AND DOCK COMPANY. w O O = w z 3. THE MATERIAL FOR THE KITTY HAWK DUNE MAY EITHER BE INITIALLY PLACED WITHIN THE LIMITS OF THE TEMPORARY DUNE STOCKPILE LOCATION AS SHOWN IN THE PLANS OR PLACED DIRECTLY ON THE BEACH PROFILE TO CONSTRUCT THE DUNE. PLACEMENT OF THE DUNE MATERIAL WITHIN THE TEMPORARY DUNE STOCKPILE LOCATION IS OPTIONAL. IF THE DUNE MATERIAL IS PLACED WITHIN THE U1 t m a z 3 TEMPORARY DUNE STOCKPILE LOCATION, UPON COMPLETION OF THE POST -PLACEMENT SURVEY, AND PRIOR TO FINAL COMPLETION, THE MATERIAL SHALL BE RELOCATED TO CONSTRUCT THE DUNE. IF O THE DUNE MATERIAL IS PLACED DIRECTLY ON THE BEACH PROFILE WITHOUT BEING FIRST PLACED WITHIN THE TEMPORARY DUNE STOCKPILE LOCATION, THE CONTRACTOR SHALL INCLUDE THE DUNE MATERIAL IN THE POST -PLACEMENT SURVEY (AD). DRAWING NO. 4. THE KITTY HAWK DUNE SHALL BE CONSTRUCTED BETWEEN STATIONS 7+00 TO 114+00, 125+00 TO 150+00, 157+00 TO 171+00 AND 185+00 TO 189+00 FOR ATOTAL OF 15,190 LINEAR FELT. THE KITTY HAWK DUNE SHALL TIE INTO THE SEAWARD EDGE OF THE EXISTING STRUCTURES AS BEST AS PRACTICAL OR THE EXISTING SEAWARD FACE OF THE DUNE, WHICHEVER IS FARTHER SEAWARD. 5. THE MATERIAL FOR THE KITTY HAWK DUNE MAY EITHER BE INITIALLY PLACED AT THE LANDWARD BERM CREST OR PLACED DIRECTLY ON THE BEACH PROFILE TO CONSTRUCT THE DUNE. PLACEMENT OF XS-1 THE DUNE MATERIAL WITHIN A TEMPORARY STOCKPILE AT THE LANDWARD BERM CREST IS OPTIONAL. IF THE DUNE MATERIAL IS TEMPORARILY STOCKPILED AT THE LANDWARD BERM CREST, UPON COMPLETION OF THE POST -PLACEMENT SURVEY, AND PRIOR TO FINAL COMPLETION, THE MATERIAL SHALL BE RELOCATED TO CONSTRUCT THE DUNE. IF THE DUNE MATERIAL IS PLACED DIRECTLY ON THE BEACH PROFILE WITHOUT BEING FIRST PLACED WITHIN A TEMPORARY STOCKPILE, THE CONTRACTOR SHALL INCLUDE THE DUNE MATERIAL IN THE POST -PLACEMENT SURVEY (AD). SHEET 17 OF 26 PROFILE: STA. 15+00 PROFILE: STA. 30+05 PROFILE: STA. 45+00 N 25 25 25 2$ 2$ 2$ gi v rn rn 20 20 20 20 20 20 ci o c rn � 1$ 1$ 15 1$ 1$ 15 d Q fii LL LL LL 10 10 Q 10 10 a 10 10 rg W Z Z O $ $ Z O S $ Z $ O S = r 0 0 ; 0 0 0 0 'j w _$ _5 w _5 _5 w _$ _5 O R -10 -10 -10 -10 -10 -10 L -1$ -1$ -1$ -1$ -1$ -1$ = Z 0 -20 -20 -20 -20 -20 -20 p 0 100 200 300 400 500 DISTANCE ALONG PROFILE (FEET) 600 700 800 0 100 200 300 400 Soo 600 700 800 0 100 200 300 400 Soo 600 700 800 DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) 0_ O � � PROFILE: STA. 35+00 PROFILE: STA. SOt28 ON of U PROFILE: STA. 20t03 0 Z 25 2$ 2$ 2$ 2$ 2$ /�� Z Z [• O0 E 20 20 20 20 Q Z m 20 20 g_ V F 15 1$ 1$ 1$ 1$ 1$ 0 3 3 lu w w LL LL 10 10 Q 10 10 p 10 Q 10 a z tl $ $ S Z $ 5 z0 ZO O > 0 0 0 0 Q 0-- 0 J J a w _5 -5 w $ $ w $ $ z 0 - -10 -10 -10 -10 � b o 10 -10 £ 5 E o -15 -1$ -20 -20 -20 -20 N PJ -20 -20 0 100 200 300 400 500 600 700 800 0 100 200 300 400 500 600 700 800 0 100 200 300 400 Soo 600 700 800 o DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) PROFILE: STA. 25+00 PROFILE: STA. 40+24 PROFILE: STA. 55+00 $ v d 2$ 2$ 2$ 2$ 2$ 2$ m E E m0Y U� 3 3 �y. Eom Umw 20 20 20 20 20 20 tu-1$ 1$ 1$ 1$ 1$ 1$ aY A wo �z x w w w r LL LL LL 0 0 0 — a 10 10 10 10 10 10 a e Z O $ $ Z O $ $ Z O 3 Q 0 0 Q 0 0 Q 0 0 J J J Y w _$ -5 w _$ -5 w -5 -5 2 - - - - - - - - - - - - - - Z 2 -10 -10 -10 -10 -10 =, Z G "aZJ' - - - - - - --10 uaoma1J s -1$ -1$ -1$ -1$ -1$ -1$ m z w a a w Z z -20 -20 -20 -20 -20 -20 Z. „ O w 0 100 200 300 400 Soo 600 700 800 0 100 200 300 400 Soo 600 700 800 0 100 200 300 400 Soo 600 700 800 ZJ ._. DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) ¢ w NOTES: $ p J ~ Z p�Q¢ 1. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). w Y 0 x �p 2. PRE -CONSTRUCTION SURVEY PERFORMED JUNE 3-11, 2017 BY GREAT LAKES DREDGE AND DOCK COMPANY. O O = w 3. THE MATERIAL FOR THE KITTY HAWK DUNE MAY EITHER BE INITIALLY PLACED WITHIN THE LIMITS OF THE TEMPORARY DUNE STOCKPILE LOCATION AS SHOWN IN THE PLANS OR PLACED DIRECTLY ON THE Z m p e 0 10 20 BEACH PROFILE TO CONSTRUCT THE DUNE. PLACEMENT OF THE DUNE MATERIAL WITHIN THE TEMPORARY DUNE STOCKPILE LOCATION IS OPTIONAL. IF THE DUNE MATERIAL IS PLACED WITHIN THE Z 3 LEGEND: TEMPORARY DUNE STOCKPILE LOCATION, UPON COMPLETION OF THE POST -PLACEMENT SURVEY, AND PRIOR TO FINAL COMPLETION, THE MATERIAL SHALL BE RELOCATED TO CONSTRUCT THE DUNE. IF 00 a THE DUNE MATERIAL IS PLACED DIRECTLY ON THE BEACH PROFILE WITHOUT BEING FIRST PLACED WITHIN THE TEMPORARY DUNE STOCKPILE LOCATION, THE CONTRACTOR SHALL INCLUDE THE DUNE VERTICAL GRAPHIC SCALE IN FT MATERIAL IN THE POST -PLACEMENT SURVEY (AD). DRAWING No. EXISTING GRADE JUNE 3-11, zo17 4. THE KITTY HAWK DUNE SHALL BE CONSTRUCTED BETWEEN STATIONS 7+00 TO 114+00, 125+00 TO 150+00, 157+00 TO 171+00 AND 185+00 TO 189+00 FOR ATOTAL OF 15,190 LINEAR FEET. THE KITTY DESIGN TEMPLATE 0 100 200 HAWK DUNE SHALL TIE INTO THE SEAWARD EDGE OF THE EXISTING STRUCTURES AS BEST AS PRACTICAL OR THE EXISTING SEAWARD FACE OF THE DUNE, WHICHEVER IS FARTHER SEAWARD. MEAN HIGH WATER LINE (MHW) 5. THE MATERIAL FOR THE KITTY HAWK DUNE MAY EITHER BE INITIALLY PLACED AT THE LANDWARD BERM CREST OR PLACED DIRECTLY ON THE BEACH PROFILE TO CONSTRUCT THE DUNE. PLACEMENT OF vC MEAN Low WATER LINE (MLW) HORIZONTAL GRAPHIC SCALE IN FT THE DUNE MATERIAL WITHIN A TEMPORARY STOCKPILE AT THE LANDWARD BERM CREST IS OPTIONAL. IF THE DUNE MATERIAL IS TEMPORARILY STOCKPILED AT THE LANDWARD BERM CREST, UPON /XJ'2 ------- TOLERANCE COMPLETION OF THE POST -PLACEMENT SURVEY, AND PRIOR TO FINAL COMPLETION, THE MATERIAL SHALL BE RELOCATED TO CONSTRUCT THE DUNE. IF THE DUNE MATERIAL IS PLACED DIRECTLY ON THE @ BEACH PROFILE WITHOUT BEING FIRST PLACED WITHIN A TEMPORARY STOCKPILE, THE CONTRACTOR SHALL INCLUDE THE DUNE MATERIAL IN THE POST -PLACEMENT SURVEY (AD). SHEET 18 OF 26 CON TRUCE K HAWK DUNE m rn m vai /v \ z z \ EL. 1.18'___ ____ _______MHW_ \ '^ MLW = L. -2.0$' \ z \ z CONSTRU KITTY HA K DUNE n �n /\ z z z z l EL. 6.0' ________� __________ ___'^ _____ ____MHW_ EL. 1.18'___ z L MLW = L. -2.0$' \ —K CONSTRU KITTY HA K DUNE m o Z MHW_ EL. 1.18'___ MLW = L. -2.0$' CONSTRU KITTY HA K DUNE 0o a ni �n z z / \ EL. 6.0' � MHW_ _EL. 1.18'___ CONSTRU KITTY HA K DUNE o n � r \ (7 (7 \ z z `/J \ z z EL. 6.0' \ \_ 1.18'___ _________ ______ ___MHW_ _EL. � MLW = L. -2.0$' \ \L od _ z CONSTRU KITTY HA K DUNE o m Z Z \ K K EL. 6.0' 1 MHW_ _EL. 1.18'___ \ MLW = L. -2.0$' z CONSTRU KITTY HAW DUNE N ni m o m \ Lt Lt \ EL. 6.0' \ \�1 _________ ______ MHW__ EL. 1.18'___ \ MLW = L. -2.0$' m — , CONST UCf KITTY H WK DUNE o .. \ I \ z z EL. 6.0' MHW EL. 1.18' � � MLW = L. -2.0$' CONSTRU KITTY HA K DUNE rn o / \ Z Z MHW__ EL. 1.18'___ � MLW = L. -2.0$' z 25 20 15 LL 10 Z Z 5 O F � 0 J W 5 _10- -15 20 25 20 15 LL 10 Z Z 5 O Q 0 w W 5 10- -is- 20- 25 20 is Lu 10- z 5 O Q 0 w w 5 _10- PROFILE: STA. 60-50 CONSTRUCT KITTY HAW DUNE rn ni o z \z _ ______ EL. 6.0 \ \�1 MLV EL. -2.05' m z 25 25 20 20 15 tu- 15 Lu 10 10 Z 5 Z s O F 0 � 0 J -5 W 5 -10 10- -15 20 -is- 20 160 2 0 360 460 560 600 7110 860 DISTANCE ALONG PROFILE (FEET) PROFILE: STA. 65+00 CONSTRUCT KITTY HAWI, DUNE o+ + / I � z \ EL. 6 W =_EL._1.18' - ------MH ML = EL. -2.05' 100 2 0 3,10 4 0 5 0 DISTANCE ALONG PROFILE (FEET) PROFILE: STA. 70+03 600 7 0 800 CONSTRUCT KITTY HAWK 3UNE �o ni \ EL 6.0' \\ MHW EL. 1.18' \ MLW EL. -2.05' \M z -20 0 100 200 300 400 500 DISTANCE ALONG PROFILE (FEET) LEGEND: i EXISTING GRADE JUNE 3-11, 2017 DESIGN TEMPLATE MEAN HIGH WATER LINE (MHW) MEAN LOW WATER LINE (MLW) TOLERANCE 25 20 15 10 5 0 -5 -10 -15 20 25 20 15 Lu � 10 Z Z 5 O Q 0 w W 5 -10 -is- 20 PROFILE: STA. 75+00 CONSTRU KITTY HAW DUNE w m + z z \ EL. 6.0 1 EL. 1.18' ___MHW__ \ MLW = EL. -2.05' a Lt z 25 25 20 20 15 15 Lu 10 10 Z 5 Z s O F 0 � 0 J -5 W 5 -10 10 15 20 -is- 20 180 2 0 3 0 4 0 5 0 6 0 7 0 8 0 DISTANCE ALONG PROFILE (FEET) PROFILE: STA. 80+15 CONSTRUCT KITTY HAWK DUNE w �o 0 z z EL. 6.0' \\ \ �1 MHW EL. 1.18' MLW EL. -2.05' \ m 0 100 200 300 400 500 DISTANCE ALONG PROFILE (FEET) PROFILE: STA. 85+00 25 20 25 20 20 is is Lu 10 10- 5 Z 5 O 0 Q w 0 J -5 W 5 -10 -10 -15 -15 600 700 800 0 10 20 VERTICAL GRAPHIC SCALE IN FT 0 100 200 HORIZONTAL GRAPHIC SCALE IN FT 25 25 20 20 15 w 15 w w 10 10 a z 5 z 5 O 0 Q 0 J -5 w 5 -10 -10 -15 20 -15 20 PROFILE: STA. 89+57 CONSTRUCT KITTY H WK DUNE w v z \ - - - - - - - EL. iff ---- ___ __------- ------- MHW_ EL. 1.18'___ \ MLW EL. -2.05' a Lt z 1 0 2 0 3 0 4 0 5 0 6 0 700 DISTANCE ALONG PROFILE (FEET) PROFILE: STA. 95+00 25 N v 20 A A r r c c rn � 15 r a Q 10 i 5 W W ci 0 ,c = R W ` _5 -10 S i ff a+ 15 = Z zo 5LL O 800of 0 001 J O N OZ CONSTRUCT KITTY H WK DUNE a o + + / z z 1 E .6.0' MHW EL. 1.18' \ MLW = L. -2.05' N N 600 700 800 0 100 200 300 400 500 DISTANCE ALONG PROFILE (FEET) PROFILE: STA. 99+99 CONSTRU KITTY HAI UK DUNE �o m od / Z z EL. 6.0' 1 MHW EL. 1.18' L MLW EL. -2.05' z 20 20 20 20 15 1 Lu 10 10 5 Z 5 O 0 Q w 0 J -5 IlJ -5 -10 -10 15 -15 600 700 800 CONSTRL CT KITTY HA UK DUNE 'o + + / z I \ z z EL. 6.W \ 1 �i MHW EL. 1.18' MLW EL. -2.05' 20 N 25 v 8 „ z°o v0 v3 E3 zY �Y om o 20 0 15 r a v0 oz 10 0 0� or oN a 8 5 0 6 Y Q -5 2 Z _10 0�Z W Gn Z 15 mQ""a( wF� 20 0 100 200 300 400 500 600 700 800 0 100 200 300 400 500 600 700 800 Z =1 0: O=zJ DISTANCE DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) w w q o2 NOTES: o ° F p Z AIS 1. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). Y 0 x uPD 2. PRE -CONSTRUCTION SURVEY PERFORMED JUNE 3-11, 2017 BY GREAT LAKES DREDGE AND DOCK COMPANY. O O = w 3. THE MATERIAL FOR THE KITTY HAWK DUNE MAY EITHER BE INITIALLY PLACED WITHIN THE LIMITS OF THE TEMPORARY DUNE STOCKPILE LOCATION AS SHOWN IN THE PLANS OR PLACED DIRECTLY ON THE z rn m o BEACH PROFILE TO CONSTRUCT THE DUNE. PLACEMENT OF THE DUNE MATERIAL WITHIN THE TEMPORARY DUNE STOCKPILE LOCATION IS OPTIONAL. IF THE DUNE MATERIAL IS PLACED WITHIN THE z 3 TEMPORARY DUNE STOCKPILE LOCATION, UPON COMPLETION OF THE POST -PLACEMENT SURVEY, AND PRIOR TO FINAL COMPLETION, THE MATERIAL SHALL BE RELOCATED TO CONSTRUCT THE DUNE. IF p THE DUNE MATERIAL IS PLACED DIRECTLY ON THE BEACH PROFILE WITHOUT BEING FIRST PLACED WITHIN THE TEMPORARY DUNE STOCKPILE LOCATION, THE CONTRACTOR SHALL INCLUDE THE DUNE MATERIAL IN THE POST -PLACEMENT SURVEY (AD). DRAWING NO. 4. THE KITTY HAWK DUNE SHALL BE CONSTRUCTED BETWEEN STATIONS 7+00 TO 114+00, 125+00 TO 150+00, 157+00 TO 171+00 AND 185+00 TO 189+00 FOR ATOTAL OF 15,190 LINEAR FEET. THE KITTY HAWK DUNE SHALL TIE INTO THE SEAWARD EDGE OF THE EXISTING STRUCTURES AS BEST AS PRACTICAL OR THE EXISTING SEAWARD FACE OF THE DUNE, WHICHEVER IS FARTHER SEAWARD. 5. THE MATERIAL FOR THE KITTY HAWK DUNE MAY EITHER BE INITIALLY PLACED AT THE LANDWARD BERM CREST OR PLACED DIRECTLY ON THE BEACH PROFILE TO CONSTRUCT THE DUNE. PLACEMENT OF vC XS_3 THE DUNE MATERIAL WITHIN A TEMPORARY STOCKPILE AT THE LANDWARD BERM CREST IS OPTIONAL. IF THE DUNE MATERIAL IS TEMPORARILY STOCKPILED AT THE LANDWARD BERM CREST, UPON COMPLETION OF THE POST -PLACEMENT SURVEY, AND PRIOR TO FINAL COMPLETION, THE MATERIAL SHALL BE RELOCATED TO CONSTRUCT THE DUNE. IF THE DUNE MATERIAL IS PLACED DIRECTLY ON THE BEACH PROFILE WITHOUT BEING FIRST PLACED WITHIN A TEMPORARY STOCKPILE, THE CONTRACTOR SHALL INCLUDE THE DUNE MATERIAL IN THE POST -PLACEMENT SURVEY (AD). SHEET 19 OF 26 PROFILE: STA. 105+00 PROFILE: STA. 119+99 PROFILE: STA. 135+00 v m 2s 25 25 25 25 25 m a m m 20KITTY HAWK DUNE 20 20 F ITTY HAWK QjNF KI 20 20 20 r n u o c z ?rn w W 15 15 w W 15 15 w 15 W 1$ ,w a x LL LL 0 10 10 LL 10 LL 10 10 10 It i rg z W Z O $ 5 Z O 5 5 Z 5 O $ _ _ •- 0 0 ; 0 0 0 0 Z _ •uj w $ 5 w $ 5 w 5 5 R -10 -10 -10 -10 -10 -10 Z r -1$ -15 -15 -15 -15 -15 Z U. -20 -20 -20 -20 -20 -20 0 100 2 0 3130 4 0 5 0 600 700 8110 1 0 2 0 3 0 4110 5 0 6 0 7 0 8110 0 1 0 2 0 300 4 0 5 0 6 0 700 8 0 DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) 0 H 0 PROFILE: STA. 109+9g PROFILE: STA. 125+00 PROFILE: STA. 138+28 ei O G_ Z zs 25 zs zs zs zs m z E O Pi 20 ITTY HA KITTY JAWK DUNE 20 20 20 Q (0 m 20 K17TY HAWK DUNE 20 Z t, m� 3 w 1s is W w 1s 1s W 1s w 1s 3 3 w 0 LL > 10 LL 10 > 10 10 10 10 Z 5 5 5 $ 5 5 Z Z O Q0 > 0 0 0 0 0 w w w w w J w -$ -5 -5 -$ V) o 2 5 6 Z a -10 -10 -10 -10 w h o" 10 10 G : w G -15 -15 -15 -15 5 p G 15 15 f G m -20 -20 -20 -20 -20 -20 11 160 2 0 3 0 460 5 0 6110 7 0 860 160 2 0 300 400 5110 6 0 710 800 0 100 200 300 400 500 600 700 800 0 DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) PROFILE: STA. 115+00 PROFILE: STA. 130+33 PROFILE: STA. 145+00 N 0 � z O 2s 25 25 2$ 25 2$ v0 >y y E ull 20 20 20 KIT rY HAWK 20 20 KITTY WK DUNE 20 0 .. f t W 1$ 15 W 15 15 W IS 15 } n z: \ Z W W W 0 10 10 10 10 10 10 a a a Z Z Z Z O $ 5 Z O 5 5 Z 5 O $ a o o a o o a o 0 o J w J w J w j -$ -5 -$ -5 -5 -5 Q xz n -10 -10 -10 -10 -10 -10 0�z 2 Z V2mm y w w E3 -15 -15 -Is -15 -15 -1.9 ¢ .. m z w a V� q rJ a'Z� z 20 -20 -20 -20 -20 -20 Z J O w �' I 100 200 300 400 500 600 700 8 0 1 0 2 0 3 0 4 0 5 0 6 0 7110 860 1 0 200 300 400 500 6 0 7 0 8 0 M ZJ O J DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) NOTES: � w w ¢ xp�J J c.>w e 1. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). �Y U)u 9 2. PRE -CONSTRUCTION SURVEY PERFORMED JUNE 3-11, 2017 BY GREAT LAKES DREDGE AND DOCK COMPANY. Z 0 x w Q 3. THE MATERIAL FOR THE KITTY HAWK DUNE MAY EITHER BE INITIALLY PLACED WITHIN THE LIMITS OF THE TEMPORARY DUNE STOCKPILE LOCATION AS SHOWN IN THE PLANS OR PLACED DIRECTLY ON THE u1 3 a0 0 BEACH PROFILE TO CONSTRUCT THE DUNE. PLACEMENT OF THE DUNE MATERIAL WITHIN THE TEMPORARY DUNE STOCKPILE LOCATION IS OPTIONAL. IF THE DUNE MATERIAL IS PLACED WITHIN THE z LEGEND: TEMPORARY DUNE STOCKPILE LOCATION, UPON COMPLETION OF THE POST -PLACEMENT SURVEY, AND PRIOR TO FINAL COMPLETION, THE MATERIAL SHALL BE RELOCATED TO CONSTRUCTTHE DUNE. IF 0 0 10 20 THE DUNE MATERIAL IS PLACED DIRECTLY ON THE BEACH PROFILE WITHOUT BEING FIRST PLACED WITHIN THE TEMPORARY DUNE STOCKPILE LOCATION, THE CONTRACTOR SHALL INCLUDE THE DUNE ~ EXISTING GRADE ]UNE 3-11, 2017 MATERIAL IN THE POST -PLACEMENT SURVEY (AD). DRAWING NO. DESIGN TEMPLATE 4. THE KITTY HAWK DUNE SHALL BE CONSTRUCTED BETWEEN STATIONS 7+00 TO 114+00, 125+00 TO 150+00, 157+00 TO 171+00 AND 185+00 TO 189+00 FOR A TOTAL OF 15,190 LINEAR FEET. THE KITTY VERTICAL GRAPHIC MEAN HIGH WATER LINE (MHW) SCALE IN FT HAWK DUNE SHALL TIE INTO THE SEAWARD EDGE OF THE EXISTING STRUCTURES AS BEST AS PRACTICAL OR THE EXISTING SEAWARD FACE OF THE DUNE, WHICHEVER IS FARTHER SEAWARD. — — MEAN LOW WATER LINE (MLW) 0 100 200 5. THE MATERIAL FOR THE KITTY HAWK DUNE MAY EITHER BE INITIALLY PLACED AT THE LANDWARD BERM CREST OR PLACED DIRECTLY ON THE BEACH PROFILE TO CONSTRUCT THE DUNE. PLACEMENT OF vC XS `t THE DUNE MATERIAL WITHIN A TEMPORARY STOCKPILE AT THE LANDWARD BERM CREST IS OPTIONAL. IF THE DUNE MATERIAL IS TEMPORARILY STOCKPILED AT THE LANDWARD BERM CREST, UPON e TOLERANCE COMPLETION OF THE POST -PLACEMENT SURVEY, AND PRIOR TO FINAL COMPLETION, THE MATERIAL SHALL BE RELOCATED TO CONSTRUCT THE DUNE. IF THE DUNE MATERIAL IS PLACED DIRECTLY ON THE HORIZONTAL GRAPHIC SCALE IN FT BEACH PROFILE WITHOUT BEING FIRST PLACED WITHIN A TEMPORARY STOCKPILE, THE CONTRACTOR SHALL INCLUDE THE DUNE MATERIAL IN THE POST -PLACEMENT SURVEY (AD). SHEET 20 OF 26 CONSTRU v M n N / \ n m I K K \ EL. 6.0' �1 _________ _________ \ _k _______ ________\ ___MHW EL. 1.18' o� BERM TO TIE INTO O O z z \_ _ EL. 8.0' ___MHW EL. 1.18' MLW = L. -2.0$' tp 0 L7 n ERM TO TIE TO \ N 01 Q• + O + Z � Z EL. 6.0' \ � ___MHW EL. 1.18' \ MLW = L. -2.05' m ^\ ERM TO TIE I TO v m m + + + EL. 8.0' MHW EL. 1.18' \ MLW L. -2.05' a z ERM TO TIE I TO LINE I + + n i I EL. 8.0' \\ 1 \ � MHW EL. 1.18' — — — — � — — — — — MLW = L. -2.05' l7 BE M TO TIE INTO M Q• M Q• I Z Z Z EL. 8.0' \ �\�1 \� EL. 1.18' _ ___MHW_ — — \— — — — — MLW = L. -2.05' a ✓- rG BER TO TIE INTO 1 N + \ EL. .0' __ \ \ MHW EL. 1.18' MLW = L. -2.05' l� BERM O TIE INTO 0 O� 0 N I z z I � � EL 8.0' \ MHW EL. 1.18' o \ MLW = L. -2.05' L7 N a BERM TO TIE INTO O '\ Z 1 _______� ____MHW_ EL. 1.18'___ MLW = L. -2.05' z z z � � PROFILE: STA. 150+00 PROFILE: STA. 165+00 PROFILE: STA. 179.90 m ry 2s 25 25 25 25 25 m a m m r n 20 20 20 20 20 20 ?' ? rn w is 15 w 15 15 w 15 15 ,w a Q LL LL LL 1O 10 ; 1O 10 ; 1O 1O i V W z s 5 z 5 5 z 5 5 = _ ,_ 0 0 0 0 0 0 Z ul ,O w 5 5 w 5 5 w 5 5 Alt W R V -10 -10 -10 -10 -10 -10 = r = O -15 -15 -15 -15 -15 -15 = Z -20 -20 -20 -20 -20 -20 LL 0 1 0 260 360 4 0 5 0 660 700 8 0 110 2 0 360 460 5 0 6100 7 0 8 0 t o 2 0 3 0 4 0 5 0 6 0 760 8 0 6 DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) J IL O� H 0 PROFILE: STA. 155+00 PROFILE: STA. 169+72 PROFILE: STA. 184+90 H O 0_ Z 2s 25 zs zs zs zs z z E O O0 Pi 20 20 20 20 Q z m 20 20 g _ U W 15 15 W 1s 15 3 3 W 15 15 W LL j 10 LL 10 10 10 0 10 10 > Q F, 5 z 5 5 5 z 5 5 z O z O 0 > 0 0 0 0 0 0 w J W w J W Q W -s -5 -5 -s Z rr -SO -SO -SO -SO W p 1O 1O -15 -15 -15 -15 5 p G 15 -15 f G m -20 -20 -20 -20 " -20 -20 0 100 200 300 400 500 600 700 800 0 100 200 300 400 500 600 700 800 160 2110 3110 4 0 5 0 6 0 7 0 8 0 0 DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) PROFILE: STA. 160+01 PROFILE: STA. 174+79 PROFILE: STA. 235+15 a a N zo 2s 25 25 -25- 35 °J o 25 v a g 3 E o vY �Y o� 0 20 20 20--,20 20 20 ti a W 15-15 W 15 15 W 15 15 } n M 60 WQ Z w N LL w LL w LL 'O 0 q� 0 qn 0 oa - 10 10 ; 10 10 ; 1O 10 v Q Q Q Z Z Z z O 5 5 z O 5 5 z 5 O 5 Q0 0 Q 0 0 Q 0 0 W _5 _5 W _5 -5 W Y Q xz e -10 10 -10 10 -10 -10 w_ 0�z z �J 2 U Y w w� '. E3 -15 -15 -15 -15 -15 -15 < m z W a CAN q 0 100 200 300 400 500 600 700 800 w F W J a Z z 20 20 20 20 DISTANCE ALONG PROFILE (FEET) = _ Ox 0 300 z00 300 400 500 600 700 800 0 100 200 300 400 500 600 700 800 p J(nxZJ U V) DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) NOTES: w w ¢oxp�J J UW e 1. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). YOU Wm 9 2. PRE -CONSTRUCTION SURVEY PERFORMED JUNE 3-11, 2017 BY GREAT LAKES DREDGE AND DOCK COMPANY. Z O x w Q 3. THE MATERIAL FOR THE KITTY HAWK DUNE MAY EITHER BE INITIALLY PLACED WITHIN THE LIMITS OF THE TEMPORARY DUNE STOCKPILE LOCATION AS SHOWN IN THE PLANS OR PLACED DIRECTLY ON THE rn 3 a0 0 BEACH PROFILE TO CONSTRUCT THE DUNE. PLACEMENT OF THE DUNE MATERIAL WITHIN THE TEMPORARY DUNE STOCKPILE LOCATION IS OPTIONAL. IF THE DUNE MATERIAL IS PLACED WITHIN THE z LEGEND: TEMPORARY DUNE STOCKPILE LOCATION, UPON COMPLETION OF THE POST -PLACEMENT SURVEY, AND PRIOR TO FINAL COMPLETION, THE MATERIAL SHALL BE RELOCATED TO CONSTRUCT THE DUNE. IF p 0 10 20 THE DUNE MATERIAL IS PLACED DIRECTLY ON THE BEACH PROFILE WITHOUT BEING FIRST PLACED WITHIN THE TEMPORARY DUNE STOCKPILE LOCATION, THE CONTRACTOR SHALL INCLUDE THE DUNE ~ EXISTING GRADE JUNE 3-11, 2017 MATERIAL IN THE POST -PLACEMENT SURVEY (AD). DRAWING NO. DESIGN TEMPLATE VERTICAL GRAPHIC SCALE IN FT 4. THE KITTY HAWK DUNE SHALL BE CONSTRUCTED BETWEEN STATIONS 7+00 TO 114+00, 125+00 TO 150+00, 157+00 TO 171+00 AND 185+00 TO 189+00 FOR A TOTAL OF 15,190 LINEAR FEET. THE KITTY HAWK DUNE SHALL TIE INTO THE SEAWARD EDGE OF THE EXISTING STRUCTURES AS BEST AS PRACTICAL OR THE EXISTING SEAWARD FACE OF THE DUNE, WHICHEVER IS FARTHER SEAWARD. MEAN HIGH WATER MEAN LOW WATER LINE (MHW) LINE (MLW) 0 100 200 5. THE MATERIAL FOR THE KITTY HAWK DUNE MAY EITHER BE INITIALLY PLACED AT THE LANDWARD BERM CREST OR PLACED DIRECTLY ON THE BEACH PROFILE TO CONSTRUCT THE DUNE. PLACEMENT OF XS_5 THE DUNE MATERIAL WITHIN A TEMPORARY STOCKPILE AT THE LANDWARD BERM CREST IS OPTIONAL. IF THE DUNE MATERIAL IS TEMPORARILY STOCKPILED AT THE LANDWARD BERM CREST, UPON ------- TOLERANCE COMPLETION OF THE POST -PLACEMENT SURVEY, AND PRIOR TO FINAL COMPLETION, THE MATERIAL SHALL BE RELOCATED TO CONSTRUCT THE DUNE. IF THE DUNE MATERIAL IS PLACED DIRECTLY ON THE HORIZONTAL GRAPHIC SCALE IN FT BEACH PROFILE WITHOUT BEING FIRST PLACED WITHIN A TEMPORARY STOCKPILE, THE CONTRACTOR SHALL INCLUDE THE DUNE MATERIAL IN THE POST -PLACEMENT SURVEY (AD). SHEET 21 OF 26 BER TO TIE ONT K HAWK DUN / I o + 0 + I EL. 8.0' � EL. 6.0' 0 °J ___ ___MHW EL. 1.18' MLW = L. -2.05' \ z z z v o m 0 I I \ K K � EL. 6.0' _ ___MHW_ EL. 1_18'___ \ _ MLW = L. -2.05' m C NSTRUCi K HAWK DU E I � I Z CL \ EL. .0' MHW EL. 1.18' N MLW = L. -2.05' z CONSTRUCT KITTY HAWK UNE � 1 N MHW EL. 1.18' _N MLW = L. -2.05' z CONSTRUCT KITTY HAWK DUNE �o r \ EL. 6.0' \ � n MHW EL. 1.18' + MLW = L. -2.05' Z I z I \ ______ � EL. \ �1 MHW_ EL. 1.18'___ ---a_ ___ MLW = L. -2.05' z r ___ EL. 6.0' \ � � EL. 1.18'___ _____ _________ ________ ____MHW_ \ z \ � r e I z z I \ � � ___MHW_ EL. 1.18'___ \ � MLW = L. -2.05' \ L7 Z K N z z � � n � a 5 ry EL. 5.0' N � 5 M r � �-- EL. 6.0' Z \ 15 �^ EL. 1.18'___ \ MLW = L. -2.05' \ In In PROFILE: STA. 189+89 r PROFILE: STA. 204+86 2$ v v 2$ 25 o '^ 2$ 25 20 20 20 20 20 1$ 15 w li 1$ 1$ Lu LL Lu 10 10 10 10 10 V Z V Z $ z $ z $ O O O 0- 0 < 0 0 0 J J Lu J W $ $ w $ W $ -10 -10 10 -10 -10 z z z z 'R 1 _ _ L. 15.0' � \ N \ \\ o \ � MHW_ EL. 1.18'___ z \ r MLW L. -2.0$' \ _N z K z z r vi / EL. 15.0' + N z \ � \ 1$ \ � � 1 MHW EL. 1.18' \ � MLW = EL. -2.0$' z z Li Lq PROFILE: STA. 220+02 N e m � z z z z �n EL. 1 o .0' + r z 1 z EL. 6.W --- ---------- --- \ \ \\ 1 (7--------- ____MHW_ _EL. 1.18'___ MLW EL. -2.0$' +J 0 100 200 300 400 Soo 600 700 800 +J 0 100 200 300 400 Soo 600 700 800 +J +J 0 DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) PROFILE: STA. 194+92 PROFILE: STA. 209+76 25 20 1$ LL 10 z 5 O 0 J W $ -10 -15 Ni Ni z z z z N \ $ e L. 15.0' r v \\ z 1 z rn \ \ \\ z --------- - �� ---- ------ 1 15 ----- ---------- MHW --------- EL. 1.18' --------- \ + MLW = EL. -2.05' z z DISTANCE ALONG PROFILE (FEET) PROFILE: STA. 199+95 2$ 20 1$ LL 10- z 5 O Q 0 w W $ _10- is 2$ 2$ 20 20 - is w is - 10 10 Q z S z $ O 0 > 0 w -$ w -S -10 -10- -15 -15 l 1. 20 1$ 10 0 -$ -10 1$ 0 100 200 300 400 Soo 600 700 800 DISTANCE ALONG PROFILE (FEET) N '1 z K � $ zw EL. 6.0' \�1 15 \ MHW- EL. 1.18'_ __________ _________ --- __ v MLW = EL. -2.05' \ io z z LEGEND: i - - - - - EXISTING GRADE JUNE 3-11, 2017 DESIGN TEMPLATE MEAN HIGH WATER LINE (MHW) MEAN LOW WATER LINE (MLW) ------- TOLERANCE m m z z m io m o z z �o + \ 1 \ _L _____, 1 MHW EL. 1.18' \ \ MLW = EL. -2.01' \ -i \� z V 0 2$ 20 1$ Lu 10 z Z Z 5 O a 0 w w -$ -10 1. 20 1$ 10 0 _5 -10 -1$ -zo 100 200 300 400 Soo 600 700 800 o DISTANCE ALONG PROFILE (FEET) PROFILE: STA. 214+89 Z K O N EL. 15.0' '^ ` \ z \\ MHW EL. 1.18' +.____ \} MLW EL. -2.05' z z 25 20 1$ 10 0 -$ -10 0 100 200 300 400 Soo 600 700 800 DISTANCE ALONG PROFILE (FEET) 2$ 20 1$ Lu 10- z 5 O 0 J w -5 _10- 2$ v rn rn r r 20 o c z m 15 l a Q Z w 10 m W 5 = r 0 Z R 'W^ u -10 S t = O 15Z z 100 200 300 400 $00 600 700 800 z DISTANCE ALONG PROFILE (FEET) m a 001 J N -a PROFILE: STA. 224+94 O� UN m O Z z z z z / \ n EL. 1 .0' + m \ z \ ---- --- EL. 6.W O vi \ 1$ + �1 --------- - ----- _(7 ------- _MHW_ ----MLW _EL. 1.18'___ \ z EL. -2.05' Ln 1$ n m 'VSz Z � Pi 20 O Q C9 m 1$ < V M� 3 v 3 3 10 5 tl � 0 ®� $ Z 8 b -10 w5� � � o . � � -1$ - 0 100 200 300 400 Soo 600 700 800 DISTANCE ALONG PROFILE (FEET) a m PROFILE: STA. 229+85 2$ 20 1$ Lu 10- z 5 O Q 0 w w -$ -10 1$ A � Z K / (+ EL. 15 0' + z -- -- - EL. 6.0' 0i o ------ ___MHW_ _EL. 1.18'___ c� -1$ GG v v � 20 mpY ',Y O Eom U� UO 1$ a p ..12 10 Np qY yM oai Z 0 (7 0 Yn 0 o< - 8 0 Y -10 a rm z CIA �Z 0 100 200 300 400 Soo 600 700 800 Y w mun Z a m DISTANCE ALONG PROFILE (FEET) m ¢ m a w -z zOw O=u=ix U .J. z�ZJ w wmm Q 0 = 0 pQ J~ ZOQ 0 - m < NOTES: z m Qp m z3: 30 1. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 0 10 20 2. PRE -CONSTRUCTION SURVEY PERFORMED JUNE 3-11, 2017 BY GREAT LAKES DREDGE AND DOCK COMPANY. 3. THE MATERIAL FOR THE KITTY HAWK DUNE MAY EITHER BE INITIALLY PLACED WITHIN THE LIMITS OF THE TEMPORARY DUNE STOCKPILE DRAWING NO. LOCATION AS SHOWN IN THE PLANS OR PLACED DIRECTLY ON THE BEACH PROFILE TO CONSTRUCT THE DUNE. PLACEMENT OF THE DUNE VERTICAL GRAPHIC SCALE IN FT MATERIAL WITHIN THE TEMPORARY DUNE STOCKPILE LOCATION IS OPTIONAL. IF THE DUNE MATERIAL IS PLACED WITHIN THE TEMPORARY DUNE STOCKPILE LOCATION, UPON COMPLETION OF THE POST -PLACEMENT SURVEY, AND PRIOR TO FINAL COMPLETION, THE MATERIAL 0 100 200 SHALL BE RELOCATED TO CONSTRUCT THE DUNE. IF THE DUNE MATERIAL IS PLACED DIRECTLY ON THE BEACH PROFILE WITHOUT BEING XS-6 FIRST PLACED WITHIN THE TEMPORARY DUNE STOCKPILE LOCATION, THE CONTRACTOR SHALL INCLUDE THE DUNE MATERIAL IN THE HORIZONTAL GRAPHIC SCALE IN FT POST -PLACEMENT SURVEY (AD). SHEET 22 OF 26 N PROFILE: STA. 240+44 25 20 15 Lu 10 Z 5 O 0 J w -5 -10 15 25 20 15 LL 0 10 Q Z z 5 O 0 J w -5 -10 15 z z z z / 16 m / m \ z EL. 6.0' _- \\-----' 15 < 1 e - MHW EL. 1.18' \ rt z MLW = EL. -2.05' 25 20 15 10 5 0 -5 -10 15 0 100 200 300 400 500 600 700 800 DISTANCE ALONG PROFILE (FEET) PROFILE: STA. 245+14 m ^\ + + m m ,J \ � z rt z rt EL. .0' e __________ __________ \ _______i - 15 ____ — - + ______ z -- MHW --------- EL. 1.18' --------- � MLW = EL. -2.05' 20 15 10 5 0 -5 -10 15 1 0 2 0 3 0 4 0 560 6.0 760 8 0 DISTANCE ALONG PROFILE (FEET) PROFILE: STA. 249+83 20 15 10 5 0 -5 -10 15 0 100 200 300 400 500 600 700 800 DISTANCE ALONG PROFILE (FEET) / + + — / z rt z rt EL. 6.0' m - - v \ \ < 5 + ---------- --------- ---------- --------\ <` 1 z MHW EL. 1.18' MLW = EL. -2.05' LEGEND: i EXISTING GRADE JUNE 3-11, 2017 DESIGN TEMPLATE MEAN HIGH WATER LINE (MHW) MEAN LOW WATER LINE (MLW) ------- TOLERANCE 25 20 15 LL 10 Q Z z 5 O 0 w w -5 -10 15 PROFILE: STA. 255+01 rn PROFILE: STA. 269+51 N N � V v r e z / m z z t z t - - - EL. 6.0' ri \� < 15 EL. 1.18' ___MHW MLW = EL. -2.05' 2D 20 25 20 15 tu- 15 LL 10 10 5 z 5 O 0 0 J -5 w -5 -10 15 -10 15 m Z z rt w �o \ / \ ± EL. 15.0' N 17 5 z 1\ m \\� L. 6.0' z \ 1 m MHW = EL. _____ .18' ___ __________ ____\____ - _� __ + MLW = EL. - .05' L z 0 100 200 300 400 500 600 700 800 100 200 300 400 500 600 700 800 900 LL DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) C a O vv O1 rn 0 PROFILE: STA. 274+67 N PROFILE: STA. 260+19 + + O V 25 20 w 15 LL 0 10 Q z Z 5 O 0 J w -5- -10 15 1. 20 15 10 5 0 -5 -10 15 0 100 200 300 400 S00 600 700 800 DISTANCE ALONG PROFILE (FEET) PROFILE: STA. 264+85 25 20 15 LL 10- z 11 Z 5 O Q 0 W w 5 10 15 ' \ z rt z z rt / \ EL. 6.0. MHW = EL. L.18' m MLW = EL. 2.05' \ — — _+ r z 25 20 15 10 5 0 -5 10 15 1 0 260 360 460 560 600 7110 800 960 DISTANCE ALONG PROFILE (FEET) f� N 16 m �n / z z rt rt \ EL. 6.W \<<� MHW = EL_ 118'_______ --1------ _____�� __________ "' ___m ---- ---------- MLW = EL. - .05' \_ _ z 25 20 15 LL 10- z 5 O 0 J w 5 -10 15 z rt z rt a r + EL.1 5 z z \ ri \\ EL. 6.W + \ \ �� 15 1 .. MHW_ = EL._1 18' _______ ___ (7 ____ ______ I MLW = EL. - .05' z rt 25 6 Z zO E 20 0 � C7 Q Z m 15 � _ V c') 3 v3 3 10 5 0 -5 k -10 b o b 15 - 1 0 2.0 3 0 4110 Soo 660 7.0 8 0 960 o DISTANCE ALONG PROFILE (FEET) o PROFILE: STA. 279+83 25 °p 20 15 LL 10— z 5 O 0 J w 5 _10— is \ z � + EL. 15. N + r\� EL. 6.0' o \\ MHW = EL_ .18'_______ r __________ ______\__ ---------- -- ______ ----� MLW = EL. - .05'7T z 25 20 v o v0 U� v3 zY E3 �Y om U� 15 10 $ r 0 9z q(7 Yn % o¢ 0 -5 •8 Y 2� -10 15 2 Z O0 U1 Q 100 200 300 400 500 600 700 800 900 U Y Z cau DISTANCE ALONG PROFILE (FEET) iz ca zQ�maz m w -z z Ow O=EEnnx z,U1.,� w W ao=� _j 09 J ~ Z 0 x < NOTES: z m Qp En — z3: 30 1. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 0 10 20 2. PRE -CONSTRUCTION SURVEY PERFORMED JUNE 3-11, 2017 BY GREAT LAKES DREDGE AND DOCK COMPANY. 3. THE MATERIAL FOR THE KITTY HAWK DUNE MAY EITHER BE INITIALLY PLACED WITHIN THE LIMITS OF THE TEMPORARY DUNE STOCKPILE DRAWING NO. LOCATION AS SHOWN IN THE PLANS OR PLACED DIRECTLY ON THE BEACH PROFILE TO CONSTRUCT THE DUNE. PLACEMENT OF THE DUNE VERTICAL GRAPHIC SCALE IN FT MATERIAL WITHIN THE TEMPORARY DUNE STOCKPILE LOCATION IS OPTIONAL. IF THE DUNE MATERIAL IS PLACED WITHIN THE TEMPORARY DUNE STOCKPILE LOCATION, UPON COMPLETION OF THE POST -PLACEMENT SURVEY, AND PRIOR TO FINAL COMPLETION, THE MATERIAL 0 100 200 SHALL BE RELOCATED TO CONSTRUCT THE DUNE. IF THE DUNE MATERIAL IS PLACED DIRECTLY ON THE BEACH PROFILE WITHOUT BEING XS-7 FIRST PLACED WITHIN THE TEMPORARY DUNE STOCKPILE LOCATION, THE CONTRACTOR SHALL INCLUDE THE DUNE MATERIAL IN THE HORIZONTAL GRAPHIC SCALE IN FT POST -PLACEMENT SURVEY (AD). SHEET 23 OF 26 o PROFILE: STA. 294+92 2$ 20 1$ Lu 10 a z z 5 0 W w -5 -10 1s I + � I\ � m o + EL. 1 .0' + z $ z 1 MHW = EL. .18' \ z MLW = EL. - .05' 2$ 20 2$ 20- is tu- is- Lu 10 10 z $ z $ O 0 0 J -$ W $ -10 is -10 is 100 200 300 400 Soo 600 700 800 900 DISTANCE ALONG PROFILE (FEET) n PROFILE: STA. 290+02 25- 20- is- Lu 10- z 5 O 0 J W $ -10 1$ 2$ 20 1$ 10 0 -5 -10 1$ 1 0 2 0 3 0 460 560 660 760 800 goo DISTANCE ALONG PROFILE (FEET) r. PROFILE:8TA.294+99 r 25- 20- is- Lu 10- z Z 5 O 0 J W $ -10 1$ m z Z � N ri N / \ a EL.1 iff + EL. 6.0' z r \ 1$ o: MHW = EL. ---------- .18' --------- ---------- --------� --------- 1 ------ 1O ------ ------ MLW = EL. - .05' \ � z \ �a 2$ 20 1$ 10 0 -5 -10 1$ 100 200 300 400 Soo 600 700 800 900 DISTANCE ALONG PROFILE (FEET) z z /I m - m EL. 15.� + EL. 6.0' io + \ 1$ + MHW = EL. 1.18' \ 1 z MLW = EL. - .05' LEGEND: i EXISTING GRADE JUNE 3-11, 2017 DESIGN TEMPLATE MEAN HIGH WATER LINE (MHW) MEAN LOW WATER LINE (MLW) TOLERANCE 2$ 20 1$ Lu � 10 a z z 5 O 0 W W -$ -10 -15 PROFILE: STA. 299+96 0 0 z Z Z O N K K $ + EL. 5.0' + EL. 6. m ��\ N MHW -= EL. -------- .18'------- ---- -------- --------- --------`- ---- �� + ------- MLW = EL. - .05 z 2$ 20 1$ 10 S 0 -5 -10 1s 100 200 300 400 Soo 600 700 800 900 DISTANCE ALONG PROFILE (FEET) PROFILE: STA. 304+85 2$ 20 1$ 10 0 -$ -10 -15 200 300 400 500 600 700 800 900 1000 DISTANCE ALONG PROFILE (FEET) PROFILE: STA. 309+74 25- 20 1$ Lu � 10 Q Z 5 O Q 0- Lu Lu $ _10- is- w w N + 149 Q + z w z r / - + EL. 15.0' + + / n \\ L7 ��z $ L9 z z \ z Z->-------- EL. 6.0' r MHW = EL. .18' \ - �� MLW = EL. 2.05' / rn \ z 25 20 1$ 10 0 -5 -10 is 20 30 40 50 60 70 80 90 1000 DISTANCE ALONG PROFILE (FEET) 6 1 + io + r z z \ \ z z \ �n EL. 6.0' o \\\ MHW = EL 1 18'_______ 1 z MLW = EL. - .05' PROFILE: STA. 314+92 gi N 2$ g v 20- 15- 10 a Z Z 5 0 J W 0- -5- -10 is 1-� rn rn u r_r 0 � c z rn �r = X fii a Q z W W W W ` u _ a+ = O Z Z 200 300 400 Soo 600 700 800 900 1000 LL C DISTANCE ALONG PROFILE (FEET) a 001 J PROFILE: STA. 320+09 O U 30 Z 25 20 Lu 1$ z 10 O J W 0- -5 10 O a \ N O io r z z \ EL. .0' \�___ �\�1 + MHW EL. _18'_______ ---------- --------- ------ ------> - ---------- -------- MLW = EL. - .O$' \ /1\ \ K K \ -- EL. 6.0' + \\ 1$ MHW = EL. 1 18' 1 z MLW = EL. - .05' \ 30 O 0] Z O 25 fQ C7 m 20 ? ci c ) �_ 3 v3 3 1$ 10 z 0 ° z $ b o z 10 - S 3 20 30 40 $0 60 70 80 90 1000 - DISTANCE ALONG PROFILE (FEET) NOTES: z E m as z� 1. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 3 0 10 20 2. PRE -CONSTRUCTION SURVEY PERFORMED JUNE 3-11, 2017 BY GREAT LAKES DREDGE AND DOCK COMPANY. 3. THE MATERIAL FOR THE KITTY HAWK DUNE MAY EITHER BE INITIALLY PLACED WITHIN THE LIMITS OF THE TEMPORARY DUNE STOCKPILE DRAWING NO. LOCATION AS SHOWN IN THE PLANS OR PLACED DIRECTLY ON THE BEACH PROFILE TO CONSTRUCT THE DUNE. PLACEMENT OF THE DUNE VERTICAL GRAPHIC SCALE IN FT MATERIAL WITHIN THE TEMPORARY DUNE STOCKPILE LOCATION IS OPTIONAL. IF THE DUNE MATERIAL IS PLACED WITHIN THE TEMPORARY DUNE STOCKPILE LOCATION, UPON COMPLETION OF THE POST -PLACEMENT SURVEY, AND PRIOR TO FINAL COMPLETION, THE MATERIAL �/ p 0 100 20o SHALL BE RELOCATED TO CONSTRUCT THE DUNE. IF THE DUNE MATERIAL IS PLACED DIRECTLY ON THE BEACH PROFILE WITHOUT BEING XS-p FIRST PLACED WITHIN THE TEMPORARY DUNE STOCKPILE LOCATION, THE CONTRACTOR SHALL INCLUDE THE DUNE MATERIAL IN THE HORIZONTAL GRAPHIC SCALE IN FT POST -PLACEMENT SURVEY (AD). Ill SHEET 24 OF 26