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HomeMy WebLinkAbout20191251 Ver 1_Permit Drawings_20190920 09/08/9919-SEP-2019 06:54S:\Shared\2019 Ocracoke Dunes\Perm its\Ocracoke_ts_2019.dgndhstallingsGRAPHIC SCALESPROJECT LENGTHPrepared in the Office of:PO RTA T IO N ANOLIACRHTRONF O TEATSDEPARTM ENTOFTRANS HYDE COUNTYLOCATION: NC 12 OCRACOKE ISLANDDUNE RECONSTRUCTION,LENGTH OF PROJECT: 2.02 MILESDIVISION 1 OFFICE113 Airport Dr., Edenton NC, 27932D.H. STALLINGSDRAWN BY:CON TRACT #:BEGIN PROJECTSTA. 10+00.00END PROJECTSTA. 116+65.60DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINATYPE OF WORK: N.C.STATESTATE PROJECT REFERENCE NO.STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION1SHEETSSHEETNO.TOTALPLANS0 SANDBAG INSTALLATION, & BEACH REPLENISHMENTLAT 35.165157LONG -75.826534LAT 35.177121LONG -75.793902DA00481WBS: 15801.1048011 15801.1048011PAVEMENT REPAIRSTA 179+00PLANS / PERMIT DRAWINGS2867.412857.362847.21*BL4005 2877.22*EL 4005 288 7.06*BL4 0052897.24 2907.45 291 7.53 292 7.34*EL4 0052937.69*BL 30052947.632957.50296 7.43 2977.49 2985.302996.75*BL4 002 300 7.07 301 7.07 3027.67 3038.09 3046.78*EL400 23055.50 *BL40053064.893075.23 3085.07 3095.423105.40 *EL 400 53116.41*BL 4005 3127.26*BL 4002313 7.303145.55 3154.78 3169.17 3179.29318 5.083195.88*EL 4005 320 8.40*EL4002 3213.79 3224.04 6707.38*BL300 16717.24672 5.136735.36 6746.976756.04 6765.91 677 6.97*EL3001 678 6.28 679 4.50 6805.73 6815.60 6825.24 683 4.50 6845.92 6856.166864.63 6875.38 6885.70 6895.16 6904.88 6914.78 6926.03 6936.38 127.59 116.78*BL4005 105.02 *BL300 1135.15 148.35 158.02 165.73 177.40 187.85 198.14 207.66 216.33 226.71237.89 247.98 256.85 267.32277.99 288.03 297.75 307.33317.92 328.21 338.13 346.46 358.24 365.94 378.35 388.41 398.28 408.10 415.17 428.19 438.12 445.49 456.43467.95 477.91*EL 300 1487.96 *EL400 5497.04506.34 515.95525.42 535.58 546.07555.83565.67575.50585.04 594.72 604.15614.32 624.22635.10 648.04 *BL40 05658.15 667.27 678.08 688.46 698.43 708.39*EL4005718.50 729.98 7311.54*BL 4005 7415.22*BL 4002 7515.78*BL400 21 7616 .61 7715 .677815.89*EL40 021 7915 .408011.50819.97827.91 837.65 849.73*BL 4005 18510.058611.13*EL4 0051 8810 .77 *EL4002 8713.218910.85*EL4 005 908.19917.15926.58 936.96946.01 956.38 966.18975.55985.45 995.85 1006.36 1015.451026.08 1036.73 1048.07*BL 4005 10510.55*BL4 002 1068.49107 9.03*EL4 005 1089.94*EL 40021098.23 11010.74*BL4 002 11111.98 11213.5511312.50 11413.46 11512.8211613.7211714.0811813.72 11915.95*EL 400212011.79*BL400512110.2012210.0812311.94 12411.9112510.2012610.18 12712.0112812.0812910.6413010.01 13111.9513211.72*EL 400513310.86 1346.87*BL 400 51356.301367.39 1377.90 1388.031398.811408.48 1418.93*EL 4005 1429.29*BL4 00514310.24 14410.47*EL4005 1457.91*BL4005 1467.911478.06 1486.94 *EL400 51496.81 1506.761516.82 1527.371537.12 1546.80 1557.02 1567.34 1577.73 1585.40 159 4.56 160 5.76 1615.171623.461633.99 164 4.241654.42 1663.92 1673.77 1684.401694.631704.28 1714.86 1725.34 1735.80 1745.271755.58 1766.12 1776.46 1785.671795.75 1807.481817.99 1825.96 1836.53 1849.11*BL 4005 18510 .49*BL40 02 1868.7418710.771888.11*EL 4005 18910.8619012.2619115.48 19216.9719317 .2619417.0519516 .7319616.30*EL 4002 19716.14*BL 4002 19816.3219917.16*EL 4002 20012.05 *BL40 052019.41 2029.24 20312.38 20411.062058.40 206 7.65 20711.12 *EL40 052087.692096.84 210 5.99 2117.84 2127.77 2136.29 2148.19*BL4005 2158.012166.44 2176.632187.43 2196.442207.032217.63 2227.93 223 7.54 2248.21 2258.34 *EL40 05226 9.42*BL4 002 22711.66*BL400 522812.1322910.38 23011.31*EL4 002 23111.88*EL 4005 2327.68 2335.78 234 8.12 2357.552367.06 2377.45 238 6.83 2396.29 2405.82 241 5.94 2425.64243 5.23 244 5.50 2455.50 2465.95 2475.90 2486.75 2495.19 2503.77 2514.15 2526.44 2538.03 2548.242557.42256 5.54 2576.34 2587.55 2599.69 *BL400 526010.04 *BL40 02261 10 .092629.15 2638.7126410.642658.37 *EL400 526611.95 *EL4002 26714.57*BL4 002 26812.59*BL4 005 26915.1327012.4727114.66*EL40 0227212.69*EL 400 527315.00*BL4 002 27415.2927515.16*EL4 002 27610.06*BL400 527710.37 2789.16 *EL40 052798.53*BL40 052808.04*EL40 05 2818.16 2827.402837.56500 8.30*BL3 005 501 8.37502 8.46 5038.30 5048.275058.28 5068.28507 8.235088.185098.255108.06 5118.35 5127.75 *EL30 055138.40 *BL30 01 5148.415158.46516 8.32 5178.365188.335197.825206.00 5215.695225.21*EL 3001 5237.33 5246.775257.48 5266.42 *BL400 55276.29 528 6.31 5296.21 530 6.39 5316.31 5326.77*EL 4005533 7.79 5347.545357.14536 6.63 5376.175385.82 5396.38 540 7.41541 7.995426.07 54311.81 5448.07 5458.14 546 7.30 5476.115486.835497.46 5507.97 5518.11 5527.53 5537.635547.96555 7.595567.00 5576.12 5586.67 559 6.78 5606.28 561 7.05 562 7.58 5637.85 5647.76 5657.17 5667.33 *BL30 015677.63568 7.71 5697.68 5707.55 *EL30 015718.00*BL3005 5728.12 573 8.03 574 8.16 5758.14*EL 3005576 6.61*BL30 01 5777.49 5788.18 *EL300 1579 8.23*BL4 005 5808.25 5818.27 5828.25 5838.21 5848.18 5858.15586 8.21 587 8.09 5887.37*EL 4005 5897.58*BL 4005 5907.965917.93 5927.885937.74*EL4 005 5948.25*BL300 15958.27 5967.29 597 7.495987.23 5996.896006.34 6016.92 6028.07 6038.41604 8.56605 8.53 606 8.456078.37*EL 30016088.86 *BL30 016098.88 6107.94 6117.44 6127.68 6136.32 6146.28 6155.79 6167.04 6176.63 6186.82 619 7.73 6208.57 621 8.56622 8.52*EL3 001623 8.36*BL3 0056248.42625 7.00 6266.93 6276.78 6287.096297.17 6307.46 6318.206328.71 633 8.83 6348.82 6358.836368.68*EL 3005 637 8.94*BL4 005 6388.80 639 8.81 6408.62*EL4 005 6417.85 642 7.89 6437.71 6447.81 6457.46 646 6.61 6476.62 6485.21 6496.13 6505.32 6515.25 652 5.55 6536.74 654 7.82 6558.04 6568.39 6578.52 6587.51 6598.53*BL 400 56608.50 6618.42 *EL40 056628.33 6637.71 6647.806658.18 6669.066678.376687.876697.69 116.78*BL4005 105.02 *BL300 1127.59 135.15 148.35 158.02 165.73 177.40 187.85 198.14 207.66 216.33 226.71237.89 247.98 256.85 267.32277.99 288.03 297.75 307.33317.92 328.21 338.13 346.46 358.24 365.94 378.35 388.41 398.28 408.10 415.17 428.19 438.12 445.49 456.43467.95 477.91*EL 300 1487.96 *EL400 5497.04506.34 515.95525.42 535.58 546.07555.83565.67575.50585.04 594.72 604.15614.32 624.22635.10 648.04 *BL40 05658.15 667.27 678.08 688.46 698.43 708.39*EL4005718.50 729.98 7311.54*BL 4005 7415.22*BL 4002 7515.78*BL400 21 7616 .61 7715 .677815.89*EL40 021 7915 .408011.50819.97827.91 837.65 849.73*BL 4005 18510.058713.218810 .77 *EL4002 8910.85*EL4 005 908.19917.15926.58 936.96946.01 956.38 966.18975.55985.45 995.85 1006.36 1015.451026.08 1036.73 1048.07*BL 4005 10510.55*BL4 002 1068.49107 9.03*EL4 005 1089.94*EL 40021098.23 11010.74*BL4 002 11111.98 11213.5511312.50 11413.46 11512.8211613.7211714.0811813.72 11915.95*EL 400212011.79*BL400512110.2012210.0812311.94 12411.9112510.2012610.18 12712.0112812.0812910.6413010.01 13111.9513211.72*EL 400513310.86 1346.87*BL 400 51356.301367.39 1377.90 1388.031398.811408.48 1418.93*EL 4005 1429.29*BL4 00514310.24 14410.47*EL4005 1457.91*BL4005 1467.911478.06 1486.94 *EL400 51496.81 1506.761516.82 1527.371537.12 1546.80 1557.02 1567.34 1577.73 1585.40 159 4.56 160 5.76 1615.171623.461633.99 164 4.241654.42 1663.92 1673.77 1684.401694.631704.28 1714.86 1725.34 1735.80 1745.271755.58 1766.12 1776.46 1785.671795.75 1807.481817.99 1825.96 1836.53 1849.11*BL 4005 18510 .49*BL40 02 1868.7418710.771888.11*EL 4005 18910.8619012.2619115.48 19216.9719317 .2619417.0519516 .7319616.30*EL 4002 19716.14*BL 4002 19816.3219917.16*EL 4002 20012.05 *BL40 052019.41 2029.24 20312.38 20411.062058.40 206 7.65 20711.12 *EL40 052087.692096.84 210 5.99 2117.84 2127.77 2136.29 2148.19*BL4005 2158.012166.44 2176.632187.43 2196.442207.032217.63 2227.93 223 7.54 2248.21 2258.34 *EL40 05226 9.42*BL4 002 22711.66*BL400 522812.1322910.38 23011.31*EL4 002 23111.88*EL 4005 2327.68 2335.78 234 8.12 2357.552367.06 2377.45 238 6.83 2396.29 2405.82 241 5.94 2425.64243 5.23 244 5.50 2455.50 2465.95 2475.90 2486.75 2495.19 2503.77 2514.15 2526.44 2538.03 2548.242557.42256 5.54 2576.34 2587.55 2599.69 *BL400 526010.04 *BL40 02261 10 .092629.15 2638.7126410.642658.37 *EL400 526611.95 *EL4002 26714.57*BL4 002 26812.59*BL4 005 26915.1327012.4727114.66*EL40 0227212.69*EL 400 527315.00*BL4 002 27415.2927515.16*EL4 002 27610.06*BL400 527710.37 2789.16 *EL40 052798.53*BL40 052808.04*EL40 05 2818.16 2827.402837.56500 8.30*BL3 005 501 8.37502 8.46 5038.30 5048.275058.28 5068.28507 8.235088.185098.255108.06 5118.35 5127.75 *EL30 055138.40 *BL30 01 5148.415158.46516 8.32 5178.365188.335197.825206.00 5215.695225.21*EL 3001 5237.33 5246.775257.48 5266.42 *BL400 55276.29 528 6.31 5296.21 530 6.39 5316.31 5326.77*EL 4005533 7.79 5347.545357.14536 6.63 5376.175385.82 5396.38 540 7.41541 7.995426.07 54311.81 5448.07 5458.14 546 7.30 5476.115486.835497.46 5507.97 5518.11 5527.53 5537.635547.96555 7.595567.00 5576.12 5586.67 559 6.78 5606.28 561 7.05 562 7.58 5637.85 5647.76 5657.17 5667.33 *BL30 015677.63568 7.71 5697.68 5707.55 *EL30 015718.00*BL3005 5728.12 573 8.03 574 8.16 5758.14*EL 3005576 6.61*BL30 01 5777.49 5788.18 *EL300 1579 8.23*BL4 005 5808.25 5818.27 5828.25 5838.21 5848.18 5858.15586 8.21 587 8.09 5887.37*EL 4005 5897.58*BL 4005 5907.965917.93 5927.885937.74*EL4 005 5948.25*BL300 15958.27 5967.29 597 7.495987.23 5996.896006.34 6016.92 6028.07 6038.41604 8.56605 8.53 606 8.456078.37*EL 30016088.86 *BL30 016098.88 6107.94 6117.44 6127.68 6136.32 6146.28 6155.79 6167.04 6176.63 6186.82 619 7.73 6208.57 621 8.56622 8.52*EL3 001623 8.36*BL3 0056248.42625 7.00 6266.93 6276.78 6287.096297.17 6307.46 6318.206328.71 633 8.83 6348.82 6358.836368.68*EL 3005 637 8.94*BL4 005 6388.80 639 8.81 6408.62*EL4 005 6417.85 642 7.89 6437.71 6447.81 6457.46 646 6.61 6476.62 6485.21 6496.13 6505.32 6515.25 652 5.55 6536.74 654 7.82 6558.04 6568.39 6578.52 6587.51 6598.53*BL 400 56608.50 6618.42 *EL40 056628.33 6637.71 6647.806658.18 6669.066678.376687.876697.698611.13*EL4 0051 ATLANTIC OCEAN SHEET NO.PROJECT REFERENCE NO.15801.104801112EXCAVATION LIMITSSOUTH DOCK DREDGE SPOIL SITE BEG Sta. 10+00.00END S ta. 116+80.00 15+0020+0025+00 30+00 35+00 40+00 45+00 50+00 55+00 60+00 65+00 70+00 75+00 80+00 85+00 90+00 95+00 100+00 105+00 110+00 115+00T 1T2T3NC DEPT OF TRANSPORTATION-75.826534°LONG:35.165157°LAT: SHEET 4 DUNE RECONSTRUCTIONNC 12 OCRACOKE ISLANDHEATH STALLINGSDRAWN BY: 09/18/2019DATE:1IN. = 100' FT.SCALE: DF15801.1048011WBS ELEMENT:DUNE RECONSTRUCTIONPROJECT:TAR-PAMLICOBASIN:GREEN ISLANDQUAD:HYDECOUNTY:SHEET 5SHEET 5 EXISTING ASPHALT2.79 Milesto Pony Pensto South DockATLANTIC OCEANNational Park ServiceCape Hatteras National Seashore1401 National Park DriveManteo, NC 2795464 / 233MATCHLINE STA 25+00DUNE REPAIREXIST R/WEXIST R/WEXIST R/WEXIST R/W 0 EA.SAND BAGS:BEACH FILL AREA: 0 SQ. FT.DUNE VOLUME: 6,500 C.Y.DUNE AREA: 75,000 SQ FT 1,500 L.F.DUNE RECONSTRUCTION:BEG Sta. 10+00.0015+0020+0025+00 DUNE RECONSTRUCTIONNC 12 OCRACOKE ISLANDNC DEPT OF TRANSPORTATION-75.826534°LONG:35.165157°LAT: SHEET 5HEATH STALLINGSDRAWN BY: 09/18/2019DATE:1IN. = 100' FT.SCALE: DF15801.1048011WBS ELEMENT:DUNE RECONSTRUCTIONPROJECT:TAR-PAMLICOBASIN:GREEN ISLANDQUAD:HYDECOUNTY:DIVISION ENVIROMENTAL OFFICER PAUL WILL IAMSALL WETLANDS AREAS DETERMINED BY to South Doc k EXISTING ASPHALTATLANTIC OCEANSTA 25+00 SHEET 6SHEET 6 National Park ServiceCape Hatteras National Seashore1401 National Park DriveManteo, NC 2795464 / 233SHEET 4MATCHLINE SHEET 4 MATCHLINE STA 40+00EXIST R/WEXIST R/WEXIST R/WEXIST R/WDUNE REPAIR 0 EA.SAND BAGS:BEACH FILL AREA: 0 SQ. FT.DUNE VOLUME: 6,500 C.Y.DUNE AREA: 75,000 SQ FT 1,500 L.F.DUNE RECONSTRUCTION:25+00 30+00 35+00 40+00 DUNE RECONSTRUCTIONNC 12 OCRACOKE ISLANDNC DEPT OF TRANSPORTATION-75.826534°LONG:35.165157°LAT: SHEET 6HEATH STALLINGSDRAWN BY: 09/18/2019DATE:1IN. = 100' FT.SCALE: DF15801.1048011WBS ELEMENT:DUNE RECONSTRUCTIONPROJECT:TAR-PAMLICOBASIN:GREEN ISLANDQUAD:HYDECOUNTY:DIVISION ENVIROMENTAL OFFICER PAUL WILLIAMSALL WETLANDS AREAS DETERMINED BY ATLANTIC OCEANNational Park ServiceCape Hatteras National Seashore1401 National Park DriveManteo, NC 2795464 / 233ASPHALT OVERLAYBEACH RESTORATIONSHEET 7SHEET 7INSTALLATION SANDBAG FILL AREABAG ARRANGEMENT)(SEE DETAIL A -A FOR DCLDDDDDCROW NPOINT DDDDDDDDD 24' -+12'12 '5'VAR.50 ' MAX .EXIST ING VAR.10'PROPOSEDDUNEVAR.WASHOUT6'(MUST BE SAND COLOR) PROPOSED SANDBAGS10'20'EXISTING BROKENPAVEMENT FILLAREA4'REPLENISHMENT BEACH (VARIES )DETAIL A-A FABRICGEOTEXTILE EXIST R/WEXIST R/WEXIST R/WEXIST R/WSTA 40+00SHEET 5MATCHLINE SHEET 5 MATCHLINE STA 55+00DUNE REPAIRAA50' MAX. EXISTING PROPOSEDDUNE WASHOUT (MUST B E S AN D C O L O R ) PROPOS E D SA N D BA G S EXISTING BROKEN PAVEMENT AREA REPLENISH M E N T BEAC H (VARIES) DET AI L A - A FABRI CGEOTEXTILE BEGINSTA 42+00.00SAND BAG LENGTH: 645 L.F. 400 EA.SAND BAGS:BEACH FILL VOLUME: 1,580 C.Y.BEACH FILL AREA: 28,410 SQ. FT.DUNE VOLUME: 6,500 C.Y.DUNE AREA: 75,000 SQ FT 1,500 L.F.DUNE RECONSTRUCTION:+-40+00 45+00 50+00 55+005.40 4.56 5.765.17 3.46 3.99 4.244.423.923.77 4.40 4.634.284.86 5.345.805.27 5.58 6.126.465.675.75 7.48 7.995.966.53 10 .4910 .7710.8612.2615.4816.9717.2617 .0516 .7316.30 16 .14 16 .3217 .16 9.419.24 8.40 7.65 7.69 6.84 5.99 7.847.776.29 6.446.63 6.44 7.03 7.54 9.42 10.38 11.317.68 5.78 8.12 7.55 7.06 7.45 6.836.29 5.82 5.94 5.64 5.23 5.50 5.50 5.95 5.906.75 5.19 3.774.15 6.44 8.03 8.24 7.425.54 6.34 7.55 10 .04 10 .0910 .6411 .95 14.5715.1314 .66 15.0015.2915.168.167.407.568.258.277.29 7.49 7.236.89 6.346.928.078.41 8.56 8.53 8.45 8.37 8.86 8.88 7.94 7.44 7.68 6.32 6.28 5.79 7.04 6.63 6.82 7.73 8.57 8.568.52 8.368.42 7.006.936.787.09 7.177.468.20 8.71 8.838.828.838.68 7.85 7.89 7.71 7.81 7.46 6.61 6.62 5.21 6.13 5.32 5.25 5.55 6.74 7.82 8.04 8.39 8.52 7.518.33 7.71 7.808.18 9.06 8.37 7.87 7.695.40 4.56 5.765.17 3.46 3.99 4.244.423.923.77 4.40 4.634.284.86 5.345.805.27 5.58 6.126.465.675.75 7.48 7.995.966.53 10 .4910 .7710.8612.2615.4816.9717.2617 .0516 .7316.30 16 .14 16 .3217 .16 9.419.24 8.40 7.65 7.69 6.84 5.99 7.847.776.29 6.446.63 6.44 7.03 7.54 9.42 10.38 11.317.68 5.78 8.12 7.55 7.06 7.45 6.836.29 5.82 5.94 5.64 5.23 5.50 5.50 5.95 5.906.75 5.19 3.774.15 6.44 8.03 8.24 7.425.54 6.34 7.55 10 .04 10 .0910 .6411 .95 14.5715.1314 .66 15.0015.2915.168.167.407.568.258.277.29 7.49 7.236.89 6.346.928.078.41 8.56 8.53 8.45 8.37 8.86 8.88 7.94 7.44 7.68 6.32 6.28 5.79 7.04 6.63 6.82 7.73 8.57 8.568.52 8.368.42 7.006.936.787.09 7.177.468.20 8.71 8.838.828.838.68 7.85 7.89 7.71 7.81 7.46 6.61 6.62 5.21 6.13 5.32 5.25 5.55 6.74 7.82 8.04 8.39 8.52 7.518.33 7.71 7.808.18 9.06 8.37 7.87 7.69 DUNE RECONSTRUCTIONNC 12 OCRACOKE ISLANDNC DEPT OF TRANSPORTATION-75.826534°LONG:35.165157°LAT: SHEET 7HEATH STALLINGSDRAWN BY: 09/18/2019DATE:1IN. = 100' FT.SCALE: DF15801.1048011WBS ELEMENT:DUNE RECONSTRUCTIONPROJECT:TAR-PAMLICOBASIN:GREEN ISLANDQUAD:HYDECOUNTY:DIVISION ENVIROMENTAL OFFICER PAUL WILLIAMSALL WETLANDS AREAS DETERMINED BY SHEET 8SHEET 8 ASPHALT OVERLAYFILL AREAINSTALLATION SANDBAG BAG ARRANGEMENT)(SEE DETA IL A-A FOR BEACH RESTORATIONAAATLANTIC OCEANNational Park ServiceCape Hatteras National Seashore1401 National Park DriveManteo, NC 2795464 / 233DCLDDDD DCROWNPOINT DDDDDDDDD 24' -+12'12'5'VAR.50' MAX. EXIST ING V A R.10'PROPOSEDDUNEVAR.WASHOUT6'(MUST BE SAND COLOR ) PROPOSED SANDBAGS10'20'EXISTINGBROKENPAVEMENTFILLAREA4'REPLENI SHMENT BEACH (VARIES )DETAIL A-A FABRICGEOTEXTILE EXIST R/WEXIST R/WEXIST R/WEXIST R/WSTA 55+00MATCHLINE SHEET 6 SHEET 6 MATCHLINE STA 70+50DUNE REPAIRENDSTA 70+00.00ASPHALT OVERLAYSAND BAG LENGTH: 330 L.F. 225 EA.SAND BAGS:BEACH FILL VOLUME: 500 C.Y.BEACH FILL AREA: 13,033 SQ. FT.DUNE VOLUME: 6,500 C.Y.DUNE AREA: 77,500 SQ FT 1,550 L.F.DUNE RECONSTRUCTION:55+00 60+00 65+00 70+00 DUNE RECONSTRUCTIONNC 12 OCRACOKE ISLANDNC DEPT OF TRANSPORTATION-75.826534°LONG:35.165157°LAT: SHEET 8HEATH STALLINGSDRAWN BY: 09/18/2019DATE:1IN. = 100' FT.SCALE: DF15801.1048011WBS ELEMENT:DUNE RECONSTRUCTIONPROJECT:TAR-PAMLICOBASIN:GREEN ISLANDQUAD:HYDECOUNTY:DIVISION ENVIROMENTAL OFFICER PAUL WILLIAMSALL WETLANDS AREAS DETERMINED BY SHEET 9 STA 85+75 SHEET 9 MATCHLINE EXISTING ASPHALTEXIST R/WEXIST R/WEXIST R/WEXIST R/WNational Park ServiceCape Hatteras National Seashore1401 National Park DriveManteo, NC 2795464 / 233ATLANTIC OCEANSHEET 7 STA 70+50 SHEET 7 MATCHLINE DUNE REPAIR 0 EA.SAND BAGS:BEACH FILL AREA: 0 SQ. FT.DUNE VOLUME: 6,500 C.Y.DUNE AREA: 76,250 SQ FT 1,525 L.F.DUNE RECONSTRUCTION:ENVIRONMENTALLYSENSITIVE AREAENVIRONMENTALLYSENSITIVE AREA***NOTE: NO EQUIPMENT, INCLUDING OFF ROAD TRUCKSWILL BE ALLOWED ON THE OCEAN SIDE OF DUNES IN ENVIRONMENTALLY SENSITIVE AREASSTA 71+05 TO 75+86STA 81+29 TO 83+9075+00 80+00 85+00 DUNE RECONSTRUCTIONNC 12 OCRACOKE ISLANDNC DEPT OF TRANSPORTATION-75.826534°LONG:35.165157°LAT: SHEET 9HEATH STALLINGSDRAWN BY: 09/18/2019DATE:1IN. = 100' FT.SCALE: DF15801.1048011WBS ELEMENT:DUNE RECONSTRUCTIONPROJECT:TAR-PAMLICOBASIN:GREEN ISLANDQUAD:HYDECOUNTY:326 SQ. FT.RIP RAP AREA: 55 SQ. FT.FILL AREA: 15 SQ. FT.SURFACE WATER IMPACT: 30 L.F.SHORELINE STABILIZATION:WETLAND IMPACTS: 0 SQ. FT.DIVISION ENVIROMENTAL OFFICER PAUL W ILLIAMSALL WETLANDS AREAS DETERMINED BY EXIST R/WEXIST R/WEXIST R/WEXIST R/WEXISTING ASPHALTATLANTIC OCEANNational Park ServiceCape Hatteras National Seashore1401 National Park DriveManteo, NC 2795464 / 233STA 85+75SHEET 8MATCHLINE MATCHLINE SHEET 10 SHEET 10 STA 101+30 SHEET 8 DUNE REPAIR 0 EA.SAND BAGS:BEACH FILL AREA: 0 SQ. FT.DUNE VOLUME: 6,500 C.Y.DUNE AREA: 77,750 SQ FT 1,555 L.F.DUNE RECONSTRUCTION:*NOTE: NO EQUIPMENT, INCLUDING OFF ROAD TRUCKSWILL BE ALLOWED ON THE OCEAN SIDE OF DUNES IN ENVIRONMENTALLY SENSITIVE AREAS*ENVIRONMENTALLYSENSITIVE AREASTA 94+97 TO 99+1690+00 95+00 100+00 DUNE RECONSTRUCTIONNC 12 OCRACOKE ISLANDNC DEPT OF TRANSPORTATION-75.826534°LONG:35.165157°LAT: SHEET 10HEATH STALLINGSDRAWN BY: 09/18/2019DATE:1IN. = 100' FT.SCALE: DF15801.1048011WBS ELEMENT:DUNE RECONSTRUCTIONPROJECT:TAR-PAMLICOBASIN:GREEN ISLANDQUAD:HYDECOUNTY:326 SQ. FT.RIP RAP AREA: 55 SQ. FT.FILL AREA: 15 SQ. FT.SURFACE WATER IMPACT: 30 L.F.SHORELINE STABILIZATION:WETLAND IMPACTS: 0 SQ. FT.DIVISION ENVIROMENTAL OFFICER PAUL WILLIAMSALL WETLANDS AREAS DETERM INED BY SHEET 9 STA 101+30 SHEET 9 MATCHLINE National Park ServiceCape Hatteras National Seashore1401 National Park DriveManteo, NC 2795464 / 233ATLANTIC OCEANEXIST R/WEXIST R/WEXIST R/WEXIST R/WEXISTING ASPHALTto S outh D ock1.27 Miles 0 EA.SAND BAGS:BEACH FILL AREA: 0 SQ. FT.DUNE VOLUME: 6,500 C.Y.DUNE AREA: 77,500 SQ FT 1,550 L.F.DUNE RECONSTRUCTION:DUNE REPAIREXISTING DUNE TIE TO 9/16/19Hatch Date: 9/16/19Hatch Date: 9/24/19Hatch Date:Sta. 109+27Sta. 100+50Sta. 113+87*NOTE: NO EQUIPMENT, INCLUDING OFF ROAD TRUCKSWILL BE ALLOWED ON THE OCEAN SIDE OF DUNES IN ENVIRONMENTALLY SENSITIVE AREAS (TURTLE HATCHING AREAS)UNTIL HATCHING IS COMPLETE OR THE NEST IS DEEMED INVIABLE BY NATIONAL PARK SERVICEEND S ta. 116+80.00 105+00 110+00 115+00T 1T2T3NC DEPT OF TRANSPORTATION DU NE RECONSTRUCTIO N NC 12 OCRACOKE ISLA N D -75.82653 4°LON G:35.165157°LAT: SHEET 11 HEATH STALLINGSDRAWN BY: 09/18/2019DATE:1IN. = 40' FT.SCALE: DF1580 1 .1048 0 1 1WBS ELEMENT:DUNE RECONSTRUCTION PROJECT:TAR-PAMLICO BASIN:GREEN ISLAND QUAD:HYDECOU N TY: EXIST R/W EXIST R/W ASPHALT OVERLAY PAVEMENTPATCHIN G EXISTING 179+00 180+75 APPRO XIMATE L Y 17 5 FT OF OVERLA Y TYPICAL SECTION NO. 1 NTSPRIOR TO PLACEMENTAND SHALL BE APPROVED BY THE ENGINEERSHALL HAVE BEACH QUALITY CHARACTERISTICS* MATERIAL USED FOR DUNE CONSTRUCTIONDCLDDDDDCROWNPOINTEXIST.EXIST.D24' -+12'12'5'VAR.DD50' MAX.V A R.SL OPE EXISTING GROUNDV A R.PROPOSEDDUNEVAR. -L- STA. 10+00.00 TO STA. 25+00.00SHEET NO.PROJECT REFERENCE NO.15801.1048011EROSION PROTECTIONNC 12 OCRACOKE ISLANDHURRICANE DORIAN(DUNE REPAIR AREAS)EXIST NHW (VAR.)ATLANTIC OCEANPAVEMENT SCHEDULEEARTH MATERIAL.TT10'VEGETATION EXISTING(TO REMAIN) -L- STA. 100+00.00 TO STA. 116+80.00DHSREV 9/18/192ADUNE CONSTRUCTION.ANY EXISTING DUNE VEGETATION DURING* CONTRACTOR SHALL NOT DISTURB TYPICAL SECTION NO. 2 NTSPRIOR TO PLACEMENTAND SHALL BE APPROVED BY THE ENGINEERSHALL HAVE BEACH QUALITY CHARACTERISTICS* MATERIAL USED FOR DUNE CONSTRUCTIONDCLDDDDDCROWNPOINTEXIST.EXIST.D24' -+12'12'5'VAR.DD50' MAX.VAR.SLOPE EXISTING GROUNDV A R.PROPOSEDDUNEVAR. -L- STA. 25+00.00 TO STA. 42+00.00 -L- STA. 70+00.00 TO STA. 100+00.00SHEET NO.PROJECT REFERENCE NO.15801.1048011EROSION PROTECTIONNC 12 OCRACOKE ISLANDHURRICANE DORIAN(DUNE REPAIR AREAS)EXIST NHW (VAR.)ATLANTIC OCEANPAVEMENT SCHEDULEEARTH MATERIAL.TT10'DHSREV 9/18/192B TYPICAL SECTION NO. 3 NTSPRIOR TO PLACEMENTAND SHALL BE APPROVED BY THE ENGINEERSHALL HAVE BEACH QUALITY CHARACTERISTICS* MATERIAL USED FOR DUNE CONSTRUCTIONDCLDDDDDCROWNPOINTEXIST.EXIST.D24' -+12'12'5'VAR.DD50' MAX.VAR.SLOPE EXISTING GROUNDV A R.PROPOSEDDUNEVAR. -L- STA. 49+25.00 TO STA. 60+20.00SHEET NO.PROJECT REFERENCE NO.15801.1048011EROSION PROTECTIONNC 12 OCRACOKE ISLANDHURRICANE DORIAN(DUNE REPAIR AREAS)EXIST NHW (VAR.)ATLANTIC OCEANPAVEMENT SCHEDULEEARTH MATERIAL.PROP. APPROX. 1 •" ASPHALT CONCRETE SURFACE COURSE,TYPE S 9.5B, AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. PER INCHC1TT10'DHSREV 9/18/192CNO DUNE CONSTRUCTION IN THIS AREA.USE TYPICAL SECTION 3 FOR PAVEMENT SCHEDULE ONLY,* FOR PAVEMENT REPAIR AREA NEAR FERRY TERMINALD3:1FILLAREAD4'VAR. DIRECTED BY THE ENGINEER. BE PERFORMED AS INDICATED UNLESS OTHERWISE* CONSTRUCTION OF SHOULDERS ON SOUNDSIDE SHALL DCLDDDDDCROWNPOINTD24' -+12'12'5'VAR.DD50' MAX.EXISTING V A R.10'PROPOSEDDUNEVAR.WASHOUT6'DD(MUST BE SAND COLOR) PROPOSED SANDBAGSD10'D20'EXISTINGBROKENPAVEMENTVAR.FILLAREAATLANTIC OCEAN -L- STA. 43+75.00 TO STA. 49+25.00 -L- STA. 60+20.00 TO STA. 65+30.00RESTORED BEACHPROFILE4'DD EXIST NHW (VAR.)C1D1TT (SAND COLORED)GEOTEXTILE FABRICSHEET NO.PROJECT REFERENCE NO.15801.1048011PAVEMENT SCHEDULEEARTH MATERIAL.E1AT AN AVERAGE RATE OF 513 LBS. PER SQ. YD. IN EACH OF TWO LAYERSELEVATION IN A PYRAMID STYLE FORMATION.WITH TWO LAYERS ABOVE ROADWAY * SANDBAGS ARE TO BE PLACED IN 3 LAYERSAPPROVED BY THE ENGINEER PRIOR TO PLACEMENTQUALITY CHARACTERISTICS AND SHALL BE AND BEACH RESTORATION SHALL HAVE BEACH * MATERIAL USED FOR DUNE CONSTRUCTION NTSDHSREV 9/18/19EROSION PROTECTIONNC 12 OCRACOKE ISLAND(WASHOUT SECTIONS)HURRICANE DORIANE1D1PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. PROP. APPROX. 9" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,PROP. APPROX. 1 •" ASPHALT CONCRETE SURFACE COURSE,TYPE S 9.5B, "REMOVAL OF EXISTING ASPHALT PAVEMENT"BE INCLUDED IN THE CONTRACT PRICE FOR* REMOVAL OF CEMENT TREATED SOIL / BASE SHALLTYPICAL SECTION NO. 42DFILLAREA -L- STA. 65+30.00 TO STA. 70+00.00 (LT LANE ONLY) -L- STA. 42+00.00 TO STA. 43+75.00 (RT LANE ONLY)3:1 DD8'SHOULDER4'DD DIRECTED BY THE ENGINEER. BE PERFORMED AS INDICATED UNLESS OTHERWISE* CONSTRUCTION OF SHOULDERS ON SOUNDSIDE SHALL NC DEPT OF TRANSPORTATION-75.826534°LONG:35.165157°LAT: SHEET 4 DUNE RECONSTRUCTIONNC 12 OCRACOKE ISLANDHEATH STALLINGSDRAWN BY: 09/18/2019DATE:1IN. = 100' FT.SCALE: DF15801.1048011WBS ELEMENT:DUNE RECONSTRUCTIONPROJECT:TAR-PAMLICOBASIN:GREEN ISLANDQUAD:HYDECOUNTY:SHEET 5SHEET 5 EXISTING ASPHALT2.79 Milesto Pony Pensto South DockATLANTIC OCEANNational Park ServiceCape Hatteras National Seashore1401 National Park DriveManteo, NC 2795464 / 233MATCHLINE STA 25+00DUNE REPAIREXIST R/WEXIST R/WEXIST R/WEXIST R/W 0 EA.SAND BAGS:BEACH FILL AREA: 0 SQ. FT.DUNE VOLUME: 6,500 C.Y.DUNE AREA: 75,000 SQ FT 1,500 L.F.DUNE RECONSTRUCTION:BEG Sta. 10+00.0015+00 20+00 25+00 DUNE RECONSTRUCTIONNC 12 OCRACOKE ISLANDNC DEPT OF TRANSPORTATION-75.826534°LONG:35.165157°LAT: SHEET 5HEATH STALLINGSDRAWN BY: 09/18/2019DATE:1IN. = 100' FT.SCALE: DF15801.1048011WBS ELEMENT:DUNE RECONSTRUCTIONPROJECT:TAR-PAMLICOBASIN:GREEN ISLANDQUAD:HYDECOUNTY:DIVISION ENVIROMENTAL OFFICER PAUL WILLIAMSALL WETLANDS AREAS DETERMINED BY to South DockEXISTING ASPHALTATLANTIC OCEANSTA 25+00 SHEET 6SHEET 6 National Park ServiceCape Hatteras National Seashore1401 National Park DriveManteo, NC 2795464 / 233SHEET 4MATCHLINE SHEET 4 MATCHLINE STA 40+00EXIST R/WEXIST R/WEXIST R/WEXIST R/WDUNE REPAIR 0 EA.SAND BAGS:BEACH FILL AREA: 0 SQ. FT.DUNE VOLUME: 6,500 C.Y.DUNE AREA: 75,000 SQ FT 1,500 L.F.DUNE RECONSTRUCTION:25+0030+00 35+00 40+00 DUNE RECONSTRUCTIONNC 12 OCRACOKE ISLANDNC DEPT OF TRANSPORTATION-75.826534°LONG:35.165157°LAT: SHEET 6HEATH STALLINGSDRAWN BY: 09/18/2019DATE:1IN. = 100' FT.SCALE: DF15801.1048011WBS ELEMENT:DUNE RECONSTRUCTIONPROJECT:TAR-PAMLICOBASIN:GREEN ISLANDQUAD:HYDECOUNTY:DIVISION ENVIROMENTAL OFFICER PAUL WILLIAMSALL WETLANDS AREAS DETERMINED BY ATLANTIC OCEANNational Park ServiceCape Hatteras National Seashore1401 National Park DriveManteo, NC 2795464 / 233ASPHALT OVERLAYBEACH RESTORATIONSHEET 7SHEET 7INSTALLATION SANDBAG FILL AREABAG ARRANGEMENT)(SEE DETAIL A-A FOR DCLDDDDDCROWNPOINTDDDDDDDDD 24' -+12'12'5'VAR.50' MAX.EXISTING VAR.10'PROPOSEDDUNEVAR.WASHOUT6'(MUST BE SAND COLOR) PROPOSED SANDBAGS10'20'EXISTINGBROKENPAVEMENTFILLAREA4'REPLENISHMENT BEACH (VARIES)DETAIL A-A FABRICGEOTEXTILE EXIST R/WEXIST R/WEXIST R/WEXIST R/WSTA 40+00SHEET 5MATCHLINE SHEET 5 MATCHLINE STA 55+00DUNE REPAIRAABEGINSTA 42+00.00SAND BAG LENGTH: 645 L.F. 400 EA.SAND BAGS:BEACH FILL VOLUME: 1,580 C.Y.BEACH FILL AREA: 28,410 SQ. FT.DUNE VOLUME: 6,500 C.Y.DUNE AREA: 75,000 SQ FT 1,500 L.F.DUNE RECONSTRUCTION:+-40+00 45+00 50+00 55+00 DUNE RECONSTRUCTIONNC 12 OCRACOKE ISLANDNC DEPT OF TRANSPORTATION-75.826534°LONG:35.165157°LAT: SHEET 7HEATH STALLINGSDRAWN BY: 09/18/2019DATE:1IN. = 100' FT.SCALE: DF15801.1048011WBS ELEMENT:DUNE RECONSTRUCTIONPROJECT:TAR-PAMLICOBASIN:GREEN ISLANDQUAD:HYDECOUNTY:DIVISION ENVIROMENTAL OFFICER PAUL WILLIAMSALL WETLANDS AREAS DETERMINED BY SHEET 8SHEET 8 ASPHALT OVERLAYFILL AREAINSTALLATION SANDBAG BAG ARRANGEMENT)(SEE DETAIL A-A FOR BEACH RESTORATIONAAATLANTIC OCEANNational Park ServiceCape Hatteras National Seashore1401 National Park DriveManteo, NC 2795464 / 233DCLDDDDDCROWNPOINTDDDDDDDDD 24' -+12'12'5'VAR.50' MAX.EXISTING VAR.10'PROPOSEDDUNEVAR.WASHOUT6'(MUST BE SAND COLOR) PROPOSED SANDBAGS10'20'EXISTINGBROKENPAVEMENTFILLAREA4'REPLENISHMENT BEACH (VARIES)DETAIL A-A FABRICGEOTEXTILE EXIST R/WEXIST R/WEXIST R/WEXIST R/WSTA 55+00MATCHLINE SHEET 6 SHEET 6 MATCHLINE STA 70+50DUNE REPAIRENDSTA 70+00.00ASPHALT OVERLAYSAND BAG LENGTH: 330 L.F. 225 EA.SAND BAGS:BEACH FILL VOLUME: 500 C.Y.BEACH FILL AREA: 13,033 SQ. FT.DUNE VOLUME: 6,500 C.Y.DUNE AREA: 77,500 SQ FT 1,550 L.F.DUNE RECONSTRUCTION:55+0060+00 65+00 70+00 DUNE RECONSTRUCTIONNC 12 OCRACOKE ISLANDNC DEPT OF TRANSPORTATION-75.826534°LONG:35.165157°LAT: SHEET 8HEATH STALLINGSDRAWN BY: 09/18/2019DATE:1IN. = 100' FT.SCALE: DF15801.1048011WBS ELEMENT:DUNE RECONSTRUCTIONPROJECT:TAR-PAMLICOBASIN:GREEN ISLANDQUAD:HYDECOUNTY:DIVISION ENVIROMENTAL OFFICER PAUL WILLIAMSALL WETLANDS AREAS DETERMINED BY SHEET 9 STA 85+75 SHEET 9 MATCHLINE EXISTING ASPHALTEXIST R/WEXIST R/WEXIST R/WEXIST R/WNational Park ServiceCape Hatteras National Seashore1401 National Park DriveManteo, NC 2795464 / 233ATLANTIC OCEANSHEET 7STA 70+50SHEET 7MATCHLINE DUNE REPAIR 0 EA.SAND BAGS:BEACH FILL AREA: 0 SQ. FT.DUNE VOLUME: 6,500 C.Y.DUNE AREA: 76,250 SQ FT 1,525 L.F.DUNE RECONSTRUCTION:ENVIRONMENTALLYSENSITIVE AREAENVIRONMENTALLYSENSITIVE AREA***NOTE: NO EQUIPMENT, INCLUDING OFF ROAD TRUCKSWILL BE ALLOWED ON THE OCEAN SIDE OF DUNES IN ENVIRONMENTALLY SENSITIVE AREASSTA 71+05 TO 75+86STA 81+29 TO 83+9075+00 80+00 85+00 DUNE RECONSTRUCTIONNC 12 OCRACOKE ISLANDNC DEPT OF TRANSPORTATION-75.826534°LONG:35.165157°LAT: SHEET 9HEATH STALLINGSDRAWN BY: 09/18/2019DATE:1IN. = 100' FT.SCALE: DF15801.1048011WBS ELEMENT:DUNE RECONSTRUCTIONPROJECT:TAR-PAMLICOBASIN:GREEN ISLANDQUAD:HYDECOUNTY:DIVISION ENVIROMENTAL OFFICER PAUL WILLIAMSALL WETLANDS AREAS DETERMINED BY EXIST R/WEXIST R/WEXIST R/WEXIST R/WEXISTING ASPHALTATLANTIC OCEANNational Park ServiceCape Hatteras National Seashore1401 National Park DriveManteo, NC 2795464 / 233STA 85+75SHEET 8MATCHLINE MATCHLINE SHEET 10 SHEET 10 STA 101+30 SHEET 8DUNE REPAIR 0 EA.SAND BAGS:BEACH FILL AREA: 0 SQ. FT.DUNE VOLUME: 6,500 C.Y.DUNE AREA: 77,750 SQ FT 1,555 L.F.DUNE RECONSTRUCTION:*NOTE: NO EQUIPMENT, INCLUDING OFF ROAD TRUCKSWILL BE ALLOWED ON THE OCEAN SIDE OF DUNES IN ENVIRONMENTALLY SENSITIVE AREAS*ENVIRONMENTALLYSENSITIVE AREASTA 94+97 TO 99+1690+00 95+00 100+00 DUNE RECONSTRUCTIONNC 12 OCRACOKE ISLANDNC DEPT OF TRANSPORTATION-75.826534°LONG:35.165157°LAT: SHEET 10HEATH STALLINGSDRAWN BY: 09/18/2019DATE:1IN. = 100' FT.SCALE: DF15801.1048011WBS ELEMENT:DUNE RECONSTRUCTIONPROJECT:TAR-PAMLICOBASIN:GREEN ISLANDQUAD:HYDECOUNTY:326 SQ. FT.RIP RAP AREA: 55 SQ. FT.FILL AREA: 15 SQ. FT.SURFACE WATER IMPACT: 30 L.F.SHORELINE STABILIZATION:WETLAND IMPACTS: 0 SQ. FT.DIVISION ENVIROMENTAL OFFICER PAUL WILLIAMSALL WETLANDS AREAS DETERMINED BY SHEET 9STA 101+30SHEET 9MATCHLINE National Park ServiceCape Hatteras National Seashore1401 National Park DriveManteo, NC 2795464 / 233ATLANTIC OCEANEXIST R/WEXIST R/WEXIST R/WEXIST R/WEXISTING ASPHALTto South Dock1.27 Miles 0 EA.SAND BAGS:BEACH FILL AREA: 0 SQ. FT.DUNE VOLUME: 6,500 C.Y.DUNE AREA: 77,500 SQ FT 1,550 L.F.DUNE RECONSTRUCTION:DUNE REPAIREXISTING DUNE TIE TO 9/16/19Hatch Date: 9/16/19Hatch Date: 9/24/19Hatch Date:Sta. 109+27Sta. 100+50Sta. 113+87*NOTE: NO EQUIPMENT, INCLUDING OFF ROAD TRUCKSUNTIL HATCHING IS COMPLETE OR THE NEST IS DEEMED INVIABLE BY NATIONAL PARK SERVICEWITHIN 300 FT OF TURTLE HATCHING SITESWILL BE ALLOWED ON THE OCEAN SIDE OF DUNES END Sta. 116+80.00105+00 110+00 115+00 END Sta. 116+80.00105+00 110+00 115+00 END Sta. 116+80.00105+00 110+00 115+00 END Sta. 116+80.00105+00 110+00 115+00 NC DEPT OF TRANSPORTATION DUNE RECONSTRUCTIONNC 12 OCRACOKE ISLAND-75.826534°LONG:35.165157°LAT: SHEET 11HEATH STALLINGSDRAWN BY: 09/18/2019DATE:1IN. = 40' FT.SCALE: DF15801.1048011WBS ELEMENT:DUNE RECONSTRUCTIONPROJECT:TAR-PAMLICOBASIN:GREEN ISLANDQUAD:HYDECOUNTY:EXIST R/WEXIST R/WASPHALT OVERLAY PAVEMENTPATCHING EXISTING 179+00 180+75APPROXIMATELY 175 FT OF OVERLAY SHEET NO.PROJECT REFERENCE NO.15801.104801112EXCAVATION LIMITSSOUTH DOCK DREDGE SPOIL SITE