The URL can be used to link to this page

Home My WebLink AboutKH_06-2022 Update-6-27-2022.pdfVIRGINIA NORTH DARE COUNTY BEACHES TOWN OF KITTY HAWK RENOURISHMENT PROJECT DARE COUNTY, NORTH CAROLINA PROJECT LOCATION HATTERAS INDEX TO SHEETS 1 COVER SHEET 2 CONTROL DATA 3-4 OVERALL PLAN VIEWS 5-11 BEACH FILL PLAN VIEWS 12-16 BEACH FILL PROFILES 17 BORROW AREA A PLAN VIEW 18 BORROW AREA A CROSS -SECTIONS 9�2Op0 ^000 ti 0 8000 16000 O 00 ` CURRITUCK /TO GRAPHIC SCALE IN FT ry SOUND OF I;, (. DUCK N912o pp TOWNpF SOUTHERN SHORES PROJECT 62pp p LIMITS TOWN OF ATLANTIC KITTY J� OCEAN HAWK o. s� v� G� KITTY < HAWK BAY 2lf 6 31 FS TqT� TFMI�Fs �862O0o TOWN OF KILL DEVIL HILLS O BORROW O� AREA A LOCATION MAP Z a W W Li Z Z Z W z Z J 00 F Q N W H = 12 U d o LL J Z ~ F. a U H o mow co z 00 mzz -z M Z a w U Q w O J Y a"� a 2 Z V W wF w =o ur) Y Z w W O> z0z O p�00 V = V V w Q K wa m 0 DRAWING NO. CV-1 SHEET 1 OF 18 E E o e S s c s` z e j Y e BEACH TOWN OF KITTY RENOURISHMENT HAWK PAY PROFILES 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 8651370 (DUCK, FRF 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 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 DREDGE) SHALL COMMENCE AT THE COORDINATES SHOWN AND CONTINUE A MINIMUM DISTANCE OF 250 Fr. SEAWARD OF THE CONSTRUCTION TOE OF FILL ALONG THE AZIMUTH PROVIDED. 4. EACH STATION DESIGNATED AS A PAYMENT PROFILE SHALL BE SURVEYED BV THE CONTRACTOR BEFORE AND AFTER BEACH PLACEMENT FOR THE PURPOSE OF CALCULATING PAYMENT QUANTITIES. NO SUBSTITUTES IN PAY PROFILE STATIONS OR AZIMUTHS SHALL BE CONSIDERED. A M O A C9 = Z a W W Z Z t9 Z Q W z_ Z J a N W ci cl H = it w 0: ix a d O LL_ J Z ~ a�ofLU F. N O 00 0, f0 ,O JNw V 0 Z J z CD o0o c� aZw -z M 2 a3w z z o w _ _ 0 1.5 uY vY Ea 'a E 3 va3° eLL N O aO - 8 w z Z w .. 00 3 a Q Q = z = Q Y.�.z O p H zOz Z 3w� O O O U u w a m 0 DRAWING NO. #,l #.} #,l #.} ii- -l'Y fl- -l'Y SHEET # OF 18 FASTING NORTHING AZIMUTH STATION ID PERPENDICULAR DISTANCE TO NEXT 2971224.2 871890.8 62.6 0+00 100 2971270.3 871802.1 62.E 1+00 100 2971316.5 871713.4 62.E 2+00 100 2971362.E 871624.E 62.E 3+00 100 2971408.8 871535.9 62.E 4+00 100 2971454.9 871447.2 62.E 5+00 100 2971501.1 871358.5 62.E 6+00 100 2971647.2 871269.8 62.E 7+00 100 2971593.3 871181.1 62.E 8+00 100 2971639.5 871092.3 62.E 9+00 100 2971685.8 871003.3 62.E 9+99 100 2971732.3 870915.2 62.E 11+00 100 2971778.9 870826.7 62.E 12+00 100 2971825.5 870738.2 62.E 13+00 100 2971872.2 870649.8 62.E 14+00 100 2971918.8 870561.3 62.E 15+00 100 2971965.4 870472.9 62.E 16+00 100 2972012.1 870384.4 62.E 17+00 100 2972058.7 870295.9 62.E 18+00 100 2972105.3 870207.5 62.E 19+00 103 2972153.2 870116.7 62.2 20+03 97 2972198.7 870030.E 62.2 21+00 100 2972245.4 869942.2 62.2 22+00 100 2972292.1 869853.8 62.2 23+00 100 2972338.8 869765.4 62.2 24+00 100 2972385.E 869676.9 62.2 25+00 100 2972432.3 869588.5 62.2 26+00 100 2972479.0 869500.1 62.2 27+00 100 2972525.7 869411.7 62.2 28+00 100 2972572.4 869323.3 62.2 29+00 106 2972621.7 869230.0 62.2 30+05 95 2972665.9 869146.4 62.2 31+00 100 2972712.E 869058.0 62.2 32+00 100 2972759.3 868969.E 62.2 33+00 100 2972806.0 868881.2 62.2 34+00 100 2972852.8 868792.8 62.2 35+00 100 2972899.5 868704.4 62.2 36+00 100 2972946.2 868616.0 62.2 37+00 100 2972992.9 868527.5 62.2 38+00 100 2973039.7 868439.1 62.2 39+00 124 2973097.5 868329.7 62.2 40+24 76 2973133.1 868262.3 62.2 41+DO 100 2973179.8 868173.9 62.2 42+00 100 2973226.5 868085.5 62.2 43+00 100 2973273.3 867997.1 62.2 44+00 100 2973320.0 867908.E 62.2 45+00 100 2973366.7 867820.2 62.2 46+00 100 2973413.4 867731.8 62.2 47+00 100 2973460.1 867643.4 62.2 48+00 100 2973506.8 867555.0 62.2 49+00 128 2973566.7 867441.7 62.2 50+28 72 2973600.3 867378.1 62.2 51+00 100 2973647.0 867289.7 62.2 52+00 100 2973693.7 867201.3 62.2 53+00 100 2973740.4 867112.9 62.2 54+00 100 2973787.2 867024.5 62.2 55+00 100 2973833.9 866936.1 62.2 56+00 100 2973880.E 866847.E 62.2 57+00 100 2973927.3 866759.2 62.2 58+00 100 2973974.0 866670.8 62.2 59+00 150 2974044.0 866538.4 62.2 60+50 150 2974114.2 866405.E 62.2 62+00 100 2974160.9 866317.1 62.2 63+00 100 2974207.E 866228.7 62.2 64+00 100 2974254.3 866140.3 62.2 65+00 100 2974301.0 866051.9 62.2 66+00 100 2974347.7 865963.5 62.2 67+00 100 2974394.4 865875.0 62.2 68+00 100 2974441.1 865786.E 62.2 69+00 103 2974489.1 865695.8 62.2 70+03 97 FASTING NORTHING AZIMUTH STATION ID PERPENDICULAR DISTANCE TO NEXT 2974534.E 865609.8 62.2 71+00 100 2974581.3 865521.4 62.2 72+00 100 2974628.0 865432.9 62.2 73+00 100 2974674.7 865344.5 62.2 74+00 100 2974721.4 866256.1 62.2 75+00 100 2974768.1 865167.7 62.2 76+00 100 2974814.9 865079.3 62.2 77+00 100 2974861.E 864990.9 62.2 78+00 100 2974908.3 864902.4 62.2 79+00 115 2974962.0 864800.8 62.2 80+15 85 2975001.7 864725.E 62.2 81+00 100 2975048.4 864637.2 62.2 82+00 100 2975095.2 864548.8 62.2 83+00 100 2975141.9 864460.4 62.2 84+00 100 2975188.E 864371.9 62.2 85+00 100 2975235.3 864283.5 62.2 86+00 100 2975282.0 864195.1 62.2 87+00 100 2975328.7 864106.7 62.2 88+00 157 2975401.9 863968.2 62.2 89+57 43 2975422.E 863930.1 61.5 90+00 100 2975470.4 863842.3 61.5 91+00 100 2975518.2 863754.4 61.5 92+00 100 2975566.0 863666.E 61.5 93+00 100 2975613.8 863578.7 61.5 94+00 100 2975661.E 863490.9 61.5 95+00 100 2975709.3 863403.0 61.5 96+00 100 2975757.1 863315.2 61.5 97+00 100 2975804.9 863227.3 61.5 98+00 100 2975852.7 863139.5 61.5 99+00 99 2975900.2 863052.2 61.5 99+99 101 2975951.1 862965.4 61.5 101+00 100 2976001.7 862879.2 61.5 102+00 100 2976052.3 862792.9 61.5 103+00 100 2976102.9 862706.7 61.5 104+00 100 2976153.5 862620.4 61.5 105+00 100 2976204.1 862534.2 61.5 106+00 100 2976254.7 862447.9 61.5 107+00 100 2976305.3 862361.7 61.5 108+00 100 2976355.9 862275.4 61.5 109+00 99 2976406.1 862189.9 59.E 109+99 101 2976457.1 862102.9 59.E 111+00 100 2976507.7 862016.E 59.E 112+00 100 2976558.3 861930.4 59.E 113+00 100 2976608.9 861844.1 59.E 114+00 100 2976659.5 861757.9 59.E 115+00 100 2976710.1 861671.E 59.E 116+00 100 2976760.7 861585.4 59.E 117+00 100 2976811.3 861499.1 59.E 118+00 100 2976861.9 861412.9 59.E 119+00 99 2976911.9 861327.7 59.E 119+99 101 2976963.1 861240.4 59.E 121+00 100 2977013.7 861154.1 59.E 122+00 100 2977064.4 861067.9 59.E 123+00 100 2977115.0 860981.E 59.E 124+00 100 2977165.E 860895.4 59.E 125+00 100 2977216.2 860809.1 59.E 126+00 100 2977266.8 860722.9 59.E 127+00 100 2977317.4 860636.E 59.E 128+00 100 2977368.0 860550.4 59.E 129+00 133 2977435.1 860436.0 59.E 130+33 67 2977467.0 860376.E 59.E 131+00 100 2977514.3 860288.5 59.E 132+00 100 2977561.E 860200.4 59.E 133+00 100 2977608.9 860112.3 59.E 134+00 100 2977656.2 860024.2 59.E 135+00 100 2977703.E 859936.1 59.E 136+00 100 2977750.9 859848.0 59.E 137+00 128 2977811.3 859735.5 59.E 138+28 72 2977849.5 859674.1 59.E 139+00 100 2977902.3 859589.2 59.E 140+00 100 FASTING NORTHING AZIMUTH STATION ID PERPENDICULAR DISTANCE TO NEXT 2977955.1 859504.3 59.E 141+00 100 2978007.9 859419.4 59.E 142+00 100 2978060.7 859334.5 59.E 143+00 100 2978113.5 859249.5 69.E 144+00 100 2978166.3 859164.E 59.E 145+00 100 2978219.1 859079.7 59.E 146+00 100 2978271.9 858994.8 59.E 147+00 100 2978324.7 858909.9 59.E 145+00 100 2978377.5 858824.9 59.E 149+00 100 2978430.3 858740.1 59.E 150+00 100 2978481.0 858653.8 59.E 151+00 100 2978531.E 858567.5 59.E 152+00 100 2978582.2 858481.3 59.E 153+00 100 2978632.8 858395.0 59.E 154+00 100 2978683.4 858308.8 59.E 155+00 100 2978739.9 858226.3 59.E 156+00 100 2978796.4 858143.5 69.E 157+00 100 2978852.9 858061.3 59.E 158+00 100 2978909.4 857978.8 59.E 159+00 101 2978966.E 857895.3 59.E 160+01 99 2979013.5 857808.3 59.E 161+00 100 2979060.9 857720.3 59.E 162+00 100 2979108.4 857632.3 59.E 163+00 100 2979155.9 857544.2 69.E 164+00 100 2979203.3 857456.2 59.E 165+00 100 2979250.8 857368.2 59.E 166+00 100 2979298.3 857280.2 59.E 167+00 100 2979345.8 857192.2 59.E 168+00 100 2979393.3 857104.2 59.E 169+00 72 2979427.7 857040.4 59.E 169+72 127 2979492.3 856930.5 59.E 171+00 100 2979542.9 856844.2 59.E 172+00 100 2979593.E 856758.0 59.E 173+00 100 2979644.2 856671.8 59.E 174+00 81 2979685.3 856601.5 59.E 174+79 119 2979745.4 856499.3 59.E 176+00 100 2979796.1 856413.0 59.E 177+00 100 2979846.7 856326.8 59.E 178+00 100 2979897.3 856240.5 59.E 179+00 90 2979942.7 856163.1 59.E 179+90 110 2979998.5 856068.1 59.E 181+00 100 2980049.2 855981.8 59.E 152+00 100 2980099.8 855895.E 59.E 183+00 100 2980150.4 855809.4 59.E 154+00 90 2980195.8 855732.1 59.E 184+90 110 2980251.7 855636.9 59.E 186+00 100 2980302.3 855550.E 59.E 187+00 100 2980352.9 855464.4 59.E 188+00 100 2980403.5 855378.1 59.E 189+00 89 2980448.5 855301.2 59.E 189+87 111 ID FASTING NORTHING ELEV. DESC. FW0050 2,970,021.75 871,368.17 30.85 DISK FW0061 2,977,204.8E 859,358.84 9.17 DISK DK3521 2,979,783.79 854,412.25 11.64 DISK I I / I I I I I 00 I + I 0.01 3 rl I 2q °^`00 n 0p I I r ti CD N. CROI. HWV O � O O M 00 O O m + O O 0Ln 0 O 0) O � + + m + Ln pj O I I Ln I CD LI 0) co m o .� O o ID �° It T - TOE OF DUNE SEAWARD DUNE CREST LANDWARD DUNE CREST / z a / � z / w / 17) _ O / / / / / / / / / Y HAWK owl rnl �I �I co ^I �I �I 10 I� I `N F2?_q C) xa 000I Z i rx 0 500 1000 W I Z Z GRAPHIC SCALE IN FT Z W z_ Z J 00 I V a N W H = it w w I d O LL JZ a 0 L) N o v rn ,,O+ JNw 2 v Z J Z 0�� ULu W_ mumsm�Lu z Z w I I I APPROXIMATE SHIPWRECK FRAGMENTS LOCATION. SEE I NOTE #4 APPROXIMATE SHIPWRECK I FRAGMENTS LOCATION. SEE 2022 MHW (1.18') TOE OF DUNE NOTE #4 SEAWARD TOE OF FILL AS SHOWN ON LANDWARD BERM CREST NOVEMBER 4, 2021 PLANS SEAWARD DUNE CREST SEAWARD BERM CREST 7I LANDWARD DUNE CREST SUBLINE NO. 4 SUBLINE NO. 3 I I I I ATLANTIC OCEAN NOTES: 1. DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020. 2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH 3 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 J FRAGMENTS LOCATION. SEE NOTE 4. LEGEND: Q1+80 Q I w Z J ool =Z= > ZSe g w^�� IL 0' J O=� Z Z � ?iw w Oyu > ~uw 0 I ¢� w0 m BASELINE STATION DRAWING NO. 2022 MEAN HIGH WATER (1.18') 2022 MEAN LOW WATER (-2.05') OV_ 1 MUNICIPAL BOUNDARY SHEET 3 OF 18 o' I oo' I w 0 0 Q�N > ui Y ui Ll O Vo3 O fi / Lf-VV / l L, OCEAN NOTES: 1. DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020. 2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH 3 AMERICAN DATUM OF 1983 (NAD83). 3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88). TOWN OF SOUTHERN SHORES 0 500 1000 GRAPHIC SCALE IN FT rl W O O 01 U) O O ti In U) n (n - U-) a LEGEND: Q1+80 BASELINE STATION 2022 MEAN HIGH WATER (1.18') 2022 MEAN LOW WATER (-2.05') MUNICIPAL BOUNDARY C9 = Z a W W Z Z t9 Z W z_ Z J a N w � cI H = it w w d O LL_ J Z ~ a , Sof 0 to °o g N ,O JNw V 0 Z J Z 0�� C0 aZw -z M Z a W DRAWING NO. OV-2 SHEET 4 OF 18 a TOWN OF i KILL DEVIL HILLSJOL < wl} m � Y ` YI0 SEAWARD DUNE CREST . ._ L LANDWARD oDUNE CREST o a + + + 184+9 189+87 - , r -------------------- I TOE OF DUNE - SEE NOTE #7 n n O O c P C c n 0 0 z z T N N 3 3 C C -i - S = rn `o NOTES: 1. DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020. 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). 1 4. THE KITTY HAWK DUNE SHALL BE CONSTRUCTED BETWEEN STATIONS 185+50 TO 190+80 AND 145+00 TO 165+00. THE DUNE SHALL BE CONSTRUCTED SEAWARD OF THE "LANDWARD LIMIT OF FILL". 5. THE KITTY HAWK DUNE SHALL TIE INTO THE SEAWARD EDGE OF THE EXISTING STRUCTURE AS BEST AS PRACTICAL OR THE EXISTING FACE OF THE DUNE, WHICHEVER IS FURTHER SEAWARD. NO DUNE FILL SHALL BE PLACED CLOSE THAN 10 FEET FROM ANY STRUCTURE. 3 6. SAND FENCING MAY BE INSTALLED BETWEEN THE CREST OF THE DUNE AND A POINT 10 FT SEAWARD OF THE TOE OF DUNE. L8. OF TOE OF DUNE AND EXISTING GRADE WILL BE BASED ON CONDITIONS AT TIME OF CONSTRUCTION. LOCATION OF SAND FENCING ALONG CONSTRUCTED DUNE WILL BE DETERMINED AT THE TIME OF CONSTRUCTION N IN ACCORDANCE WITH NCAC 07K .0212 mr PnSEIDON ST .. �� ' m m 0 + M ^ 169+ r� _�, •- "' — VIRGINIA DARE TRAIL NORTH LANDWARD BERM CREST n O n O z D I3 aw aw 00 ATLANTIC OCEAN SEAWARD SEAWARD BERM CREST TOE OF FILL 0 z SEAWARD TOE OF FILL D AS SHOWN ON c n NOVEMBER 4, 2021 z PLANS o P C D N ni 3 C s Z -- = Z 0 rn 0 i o I • o ao zoo I Z a GRA HIC SCALE IN FT W W V Z Z LEGEND: Q1+80 z Z W z_ Z J O a •- Wci N cI 1-- w i U f3 O ,- ' I J Z P.:! W F. 0 a I I W W 0 Z J N E 3� I v C o0 0o it QZ Lu p� + + + w g _ Z 165+00 _ — — v 3 W `2022 MHW (1.18') 2022 MLW (-2.05') 3 Ea £ UY wY 'a lg N O � � 0 z oLL - U, c ca 0 N Y. c 2 Q vi w Z J �aQ = Z U �w= 2 � Y Z z 0 g zZz 3� CL O v =w ¢� w000 BASELINE STATION DRAWING NO. 2022 MEAN HIGH WATER (1.18') 2022 MEAN LOW WATER (-2.05') PV_ 1 MUNICIPAL BOUNDARY SHEET 5 OF 18 I r • = i 19� 1' i I • HALLETT ST HALLETT ST I i Y LANDWARD N DUNE CREST ' tiN w -. o SEAWARD I , � DUNE CREST = TOE OF DUNE o + + + t o + 149+ o + 155+0 0 _ - 160+0 I a / w / / I / I / I / a / n / E N O / z a c / o A Z o+ O / o z / o z / SUBLINE NO. 3 N / c/ c / _ m s NOTES: i 1. DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020. 2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH S 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 185+50 TO 190+80 AND 145+00 TO 165+00, THE DUNE SHALL BE CONSTRUCTED SEAWARD OF THE "LANDWARD LIMIT OF FILL". 5. THE KITTY HAWK DUNE SHALL TIE INTO THE SEAWARD EDGE OF THE EXISTING STRUCTURE AS BEST AS PRACTICAL OR THE EXISTING FACE OF THE DUNE, WHICHEVER IS FURTHER SEAWARD. NO DUNE FILL SHALL BE PLACED CLOSEF THAN 10 FEET FROM ANY STRUCTURE. 6. SAND FENCING MAY BE INSTALLED BETWEEN THE CREST OF THE DUNE AND A POINT 10 FT SEAWARD OF THE TOE } OF DUNE. 7. INTERSECTION OF TOE OF DUNE AND EXISTING GRADE WILL BE BASED ON CONDITIONS ATTIME OF CONSTRUCTION. 8. LOCATION OF SAND FENCING ALONG CONSTRUCTED DUNE WILL BE DETERMINED AT THE TIME OF CONSTRUCTION IN ACCORDANCE WITH NCAC 07K .0212 3 9. THE CONTRACTOR SHALL EXERCISE ALL AVAILABLE PRECAUTIONS TO AVOID DAMAGE TO SHIPWRECK FRAGMENTS. BEACH FILL MATERIAL SHALL BE USED TO COVER THE SHIPWRECK FRAGMENTS. 10.TO AVOID IMPACTS TO SHIPWRECK FRAGMENTS, THE SUBMERGED PIPELINE SHALL NOT COME WITHIN 100 METERS OF THE SHIPWRECK FRAGMENTS. 11.UPON COMPLETION OF THE TOWN OF KITTY HAWK PROJECT, CONSTRUCTION ACCESSES AND STAGING AREAS SHALL NO LONGER BE USED AND SHALL BE RESTORED WITHIN 14 DAYS. O FIT I I � � sz Z a GRAPHIC SCALE IN FT W a + o 0 0 + + + STAGING AREA o - PROJECT Y o BVELIN � yr o + o + Y M + 138+28 135+0 + - _. -- 15+00 + VIRGINIA DARE TRAIL NORT N.C. 12 )"x- CONSTRUCTION ACCESS Z Z Z W z_ Z J O O I V a W u N H = w 0: c U M I dZ LL O w N a o v o ,� W z J MZcD ooz Q Z w �-z M z a3w APPROXIMATE SHIPWRECK J NOTE #7 FRAGMENTS LOCATION. SEE NOTES 9 AND 10. SEAWARD TOE OF FILL a SEAWARD BE AS SHOWN ON NOVEMBER 4, 2021 I uY EQ vY 3 T PLANS SEAWARD TOE OF n z I a1. N O W r qz° B F I v¢ oiL 2022 MHW (1.18') n O N 0 o N Ln U 3 = A ATLANTIC OCEAN n N c a I s m Y Z Z o g oU zzz a 0 o =w w0co LEGEND: Q1+80 BASELINE STATION DRAWING NO. 2022 MEAN HIGH WATER (1.18') 2022 MEAN LOW WATER (-2.05') PV-G MUNICIPAL BOUNDARY SHEET 6 OF 18 N Y rn i e LINDBERGH AVE �N I o ,I i I sz f N GRAPHIC SCALE IN FT U W W141 Z PROJECT Z Q BASELINE I W Z K in p p O o + o I H Q N Ln + MLLI — - — 105+0 — H = W p p p + 109+9 '8 .._-115+0 0 + N + _ — _._ VIRGINIA DARE TRAIL NORTH - N.C. 12 125+0 -. ��1°Ilif'- �.�. I J Z o � 130+3 _ _..� — _. ... — „ss_..-+--�- W^ LANDWARD �. � iT'�- - . Q LL � � _ .. _. j- BERM CREST y�c N O O o N g Z r _ , oNW = Ft C Z , °m it C7 0 QZw —z _ M _ — — — — — — — — — — — — — — a 3 ZW 1 I> a W z N = G - Iu w o I� 2022 MLW (-2.05') SEAWARD BERM CREST 2022 MHW (1.18') I o SEAWARD TOE OF FILL AS SHOWN ON SEAWARD PNOVNESMBER 4, 2021 9 a z o TOE OF FILL o I �3 d3 Ea E O nN I vY > ;a 0 u Z C 0 (n C ,�.Z O OZ N D o I D 3 O y N Cl 3 Z 'N' C Z = c = mg 0 DN 3 c = = 0 3 i c c� Z )I NOTES: 3 1. DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020. 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. SAND FENCING MAY BE INSTALLED BETWEEN THE CREST OF THE DUNE AND A POINT 10 FT SEAWARD OF THE TOE OF DUNE. S C Q S W Z Y � 0 Y I a o =F-Cai Z 2 � � W Y Z z 05� g zzz a 3:w U = W Q W 0 fL LEGEND: Q1+80 BASELINE STATION DRAWING NO. 2022 MEAN HIGH WATER (1.18') 2022 MEAN LOW WATER (-2.05') PV-3 _ MUNICIPAL BOUNDARY SHEET 7 OF 18 I�a 4p ".` TO )OF KITTY HAWK M w q� S ~ • �_ =� _ fit_ �. Ln 20 i o i o I I +i - +' r 95+00 89+57 �" /-— -, I. �� , r - I,�, � '�a � - I' '••SI' Imo! .3''> LANDWARD BERM CREST M I I r M n 0 N 3 �1 NOTES: N I M o 0 100 200 I �' z a z GRAPHIC SCALE IN FT I I W W C1 z z — �o W I o o l z + + + + a rn ^ Z J 75+0 _ _J O O M VIRGINIA DARE TRAIL NORTH - N.C. 12 r I N 1r W H = it 0: � �! zI 1 d O CFQi I JZ aLL.s� O N a O v N J ,� W I0.z 0it (�Lu Q Z W — z_ T M Z W I 1 2022 MLW (-2.051) 1 I a I w I 2022 MHW (1.18') �_ ° 4 I BERMSEAWARCRDEST APPROXIMATE SHIPWRECK F SEAWARD TOE OF FILL n FRAGMENTS LOCATION. n n < I z AS SHOWN ON 0 SEE NOTES 5 AND 6. °z °z N NOVEMBER 4, 2021 Ln PLANS c n n n 1 0 SEAWARD 0 0 0 z TOE OF FILL z z z N N N N z 3 3 mK a a C C c C 9 z E ar 01 N N N UY wY �a a SUBLINE NO. 4 vo mz n I va 0 I oLL - �I AI I o of I ATLANTIC x p nI NI OCEAN 31 cl 21 o l Y E I �a yyymz F U I 4 L ' m W Y 01 Z Z ., 0 5 g zzz a �OOt0, IL ~ = W U l m 0 1. DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020. 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. SAND FENCING MAY BE INSTALLED BETWEEN THE CREST OF THE DUNE AND A POINT 10 FT SEAWARD OF THE TOE 9 OF DUNE. 5. THE CONTRACTOR SHALL EXERCISE ALL AVAILABLE PRECAUTIONS TO AVOID DAMAGE TO SHIPWRECK FRAGMENTS. BEACH FILL MATERIAL SHALL BE USED TO COVER THE SHIPWRECK FRAGMENTS. 6. TO AVOID IMPACTS TO SHIPWRECK FRAGMENTS, THE SUBMERGED PIPELINE SHALL NOT COME WITHIN 100 METERS OF THE SHIPWRECK FRAGMENTS. LEGEND: Q1+80 BASELINE STATION 2022 MEAN HIGH WATER (1.18') 2022 MEAN LOW WATER (-2.05') MUNICIPAL BOUNDARY DRAWING NO. PV-4 SHEET 8 OF 18 LI al W z J =I uI ` _ I . ' ' - 1 aV m M M m g M 40+2 _ _.. _ _. ._ 35+0 _ wl 1 2022 MLW (-2.05') n n °z 2022 MHW (1.18') z Ln 70 C A C C Q N D N IV 3 3 C C 2 = 01 � N N N N o NOTES: 1. DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020. 9 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. SAND FENCING MAY BE INSTALLED BETWEEN THE CREST OF THE DUNE AND A POINT 10 FT SEAWARD OF THE TOE OF DUNE. y + s y7 NOW a' u~ T K — Z � f Q + N ± + + ' ' + + 25+00 30+06 N m M M N VIRGINIA DARE TRAIL NORTH - N.C. 12 LANDWARD BERM CREST I I I I I I I I I I � I I I I I I I I I I I SUBLINE NO. 5 I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I PROJECT BASELINE + o 0 o o o - N N + 20+03 m ..... . J 1 i'• ' j N 0 � io c rn 0 100 200 Z a GRAPHIC SCALE IN FT W W Z Z Z W z_ Z J N + ~ _ w 1 d O LL_ I J Z p Q {L ofU F. 0 N a o v (, J ,� W z J °m z CD 00Lu aZw -z M Z V — W 1 n I� w z z J O Iu w SEAWARD BERM CREST 1 SEAWARD TOE OF FILL n SEAWARD TOE OF FILL °z °z z AS SHOWN ON NOVEMBER 4, 2021 PLANS c c 9 a z Ea O O Z O Z uY vY 'a E � Z N N_ N N 3 3 c S a o p c �z N N N N m I N N oLL - N Q W Z J Y�O I �aQ ATLANTIC = W OCEAN w I Y Z Z oo :5zzz a 3�0 U U W , m 0 LEGEND: Q1+80 BASELINE STATION DRAWING NO. 2022 MEAN HIGH WATER (1.18') 2022 MEAN LOW WATER (-2.05') PV-6 MUNICIPAL BOUNDARY SHEET 10 OF 18 p Go�� Y TOWN OF SOUTHERN SHORES Z a _ e• • 9 si' •s. _ U p s! �t z W - t Y 2 Lu j PROJECT (y STAGING �' "; o o BASELINE o o Z Q T -- - AREA i oLL o ' W Z o 1 z 1 SS 0 Z J o + O y 1 0 + + + + H a M + N 0 0 0 •o �r �- + PELICAN WATCH WAY W a V U I + N o 0 0 0 �` _ H= 15+00 9+99 *, * '0 5+00 v W 0+00 i- O F +�� d o LL f wmp a a Z w CONSTRUCTION LL of � F p arnw I L ACCESS CONSTRUCTION s, �, , Q o g z LANDWARD - ACCESS 'm"Ie, f BERM CREST z -d �♦zi �r C�tiNeMw.. V m z C7 Z O Z Lu _ - Z _ _ _ _ _ _ _ _ —a3wz ,o >1 a w z � _ J O U SEAWARD BERM CREST F SEE NOTE #6 I SEAWARD TOE OF FILL o I 2022 MHW (1.18') KITTY HAWK PIER 2022 MLW (-2.05') 9 a 0 0 0 SEAWARD TOE OF FILL SY ° Y �< 3 (n (nn o AS SHOWN ON A A NOVEMBER 4, 2021 PLANS n o w C C O N vo n n n Z n ,o z Z Z Z C C D D D n 3 3 3 O D ATLANTIC _ N OCEAN l C 0 w Z O J Y 0 �a 3 ` m z Z = s =o > Z Y� z Z Z 0 100 200 aa ono GRAPHIC SCALE IN FT ~ U w Q a w0 m 1 NOTES: LEGEND: 1. DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020. 1+80 Q BASELINE STATION 2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH DRAWING No. AMERICAN DATUM OF 1983 (NAD83). ? 3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88). — — — — 2022 MEAN HIGH WATER (1.18') 4. SAND FENCING MAY BE INSTALLED BETWEEN THE CREST OF THE DUNE AND A POINT 10 FT SEAWARD OF THE TOE OF DUNE. - — — — - 2022 MEAN LOW WATER (-2.05') PV-7 S. UPON COMPLETION OF THE TOWN OF KITTY HAWK PROJECT, CONSTRUCTION ACCESSES AND STAGING AREAS SHALL NO LONGER BE USED AND SHALL BE RESTORED WITHIN 14 DAYS. — — MUNICIPAL BOUNDARY SHEET 11 OF 18 25 20 w 15 10 a z 5 Z O 0 a w _5 w -10 15 25 20 ~ 15 w 10 a Z 5 Z C) 0 a w _5 w -10 15 25 20 w 15 10 a z 5 Z O 0 a w _5 w -10 15 PROFILE: 0+00 m l7 N \ \\ �\ 10 v �1 ______ ______MH__ -EL_1_18' MLW = EL.=2.05' 0 GJ LJ 20 20 15 w 15 10 10 a z 5 5 Z 0 0 a 5 Lu -5 w -10 -10 15 15 PROFILE: 15+00 N V I� N ---- El.. 6.0' ____ _ ____ _ a_ ____� \� ______-- _= EL_1_1 - — — — — — — \ — — — MLW - = EL.=2.05' - \ \ \ 100 200 360 400 500 600 700 800 0 DISTANCE ALONG PROFILE (FEET) PROFILE: 5+00 m \ + + /J \\ z \ EL. 6.0' \✓-- \\ 10 �1 + MHV f=EL. 1.18' -------------------- ---------- -------y ------- -- ---------- ------------- Z MLW = EL.=2.05' 0 25 25 20 20 15 w 15 10 10 a 5 z 5 Z 0 0 a -5 J w -5 -10 15 -10 15 25 25 20 20 15 w 15 10 > 10 a 5 z 5 Z 0 0 a 5 w -5 -10 15 -10 15 PROFILE:30+06 Z a m n \ I^ ::I N f„1 \ El. 6.0' l0 _________ __________ __________ i� 1----------------------------- MH _=EL_1_18' \ M MLW = EL.=2.05' - \ L9 100 200 300 400 500 660 700 800 0 DISTANCE ALONG PROFILE (FEET) PROFILE: 20+03 �o o+ + + - E 6.0' ---------- --------- \-- \ - \ \ 10 \ \ is + + M H _______ = EL. 1.18, =EL.=2.05' -- -- -- -- —MLW — — 100 200 300 400 500 660 700 800 0 DISTANCE ALONG PROFILE (FEET) PROFILE: 9+99 v, \ O� N /✓ /i^ \ z z ----- L. 6.0' \\ \ \ 1 MHV EL. 1.18' MLW = EL.=2.05' 0 LEGEND: EXISTING G DESIGN TE MEAN HIGH MEAN LOW - - - - - - - TOLERANCE 25 25 20 20 15 w 15 10 10 a z 5 5 Z 0 0 a -5 J -5 w -10 -10 15 15 25 20 20 15 15 w 10 10 5 a 5 z 0 Z 0 -5 a -5 J w -10 -10 15 -15 20 25 W W Li 20 Z Z O— Z 15 W z 10 J O 0 N 5 W I-- = it 0 Oa, l.- a d O LL 5 JZ -10 Q {L O tr of Lu U H Oo0N 15 O JNw 100 200 300 400 500 600 700 800 V o z co z DISTANCE ALONG PROFILE (FEET) ° ° w 0 aZw -z PROFILE: 35+00 M J Z a3w \ rn \\ L7 EL. 6.0' \ \ \ 10 \ \ + MHV I= EL. 1.18' ---- -- -- z�— —MLW =EL.=2.05' \\\ 100 200 300 400 500 600 700 800 0 DISTANCE ALONG PROFILE (FEET) PROFILE: 25+00 T T \\ - \ \ z z z z -�\ \ \10 --------\ --- \\�1- n MH_ _= EL_1_18' MLW = EL.=2.05' 100 260 300 400 500 600 700 800 0 DISTANCE ALONG PROFILE (FEET) 0 10 20 RADE, MAY 31, 2022 MPLATE VERTICAL GRAPHIC SCALE IN FT WATER LINE (MHW) WATER LINE (MLW) 0 100 200 HORIZONTAL GRAPHIC SCALE IN FT 25 25 20 20 15 w 15 10 10 a z 5 5 Z 0 0 a -5 J -5 w -10 -10 15 15 20 15 10 5 0 -5 -10 -15 20 100 200 300 400 500 600 700 800 z. DISTANCE ALONG PROFILE (FEET) vY vY ;Q U C U PROFILE:40+24 o w n NZ M + � 1 + \vv / z z - _ E \ \ \10 �__________ o MH =EL_1_18' o-________ _ \ \ MLW = EL.=2.05' 100 260 300 400 500 600 700 800 0 DISTANCE ALONG PROFILE (FEET) 25 20 v¢ 0 ALL 0 ;�o 0 sa - 15 10 5 �ia wz O 810 Ln J 5 =zv LL wm CL a -10 Z J_ 15 Om O LL - Z Z = 2 100 200 300 400 500 600 700 800 0 w U0w DISTANCE ALONG PROFILE (FEET) ~ a a co mo DRAWING NO. NOTES: 1. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). �/V c _i 2. SURVEY PERFORMED MAY 31, 2022 BY TI COASTAL, INC. SHEET 12 OF 18 25 20 ~ w 15 10 a z 5 Z O 0 H a w -5 w -10 15 25 20 ~ 15 10 i a z 5 Z O 0 a w _5 w -10 15 25 20 w 15 10 a z 5 z O 0 w -5 w -10 15 PROFILE: 45+00 N ,p O M z \ El. 6.0' \ ____________________ ________\-- --\-\ �1 ______MH__ —EL. -_ MLW = EL.=2.05' 0 25 25 20 20 15 w 15 10 10 a 5 z 5 Z 0 0 a -5 w -5 -10 IC -10 9C PROFILE: 60+50 O O + + l \ El- 6.0' - \\ 10 \ + MLW = EL.=2.05' 160 260 360 400 560 600 700 800 1J 1J 0 DISTANCE ALONG PROFILE (FEET) PROFILE: 50+28 v � M N \\ z z \�--- E . 6.0' i \ 10 ---- _--------------------------- }__ \ \ - __________ __________ _______-- = EL----- — — — y — — — MLW = EL.=2.05' �\\ z 0 25 25 20 20 15 w 15 10 10 a 5 z 5 Z 0 0 a -5 J w -5 -10 15 -10 15 25 25 20 20 15 w 15 10 > 10 a 5 z 5 Z 0 0 a 5 w -5 10 15 -10 15 PROFILE:75+00 Z a rx (\ W N ---- — — — EL. 6 0' Nry N \ \ --j1 c7 MH =EL_1_18' \ MLW = EL.=2.05' 100 200 300 400 500 600 700 860 0 DISTANCE ALONG PROFILE (FEET) PROFILE: 65+00 + o ---- — — — — EL. Eff ai N \ \ 10 ------------------- - ----- --\ ---- - r----- ---------- ____MH - -- = EL. 1.18' --------- =EL.=2.05' _--- -- �\ — -- —MLW 100 260 360 400 560 600 700 800 0 DISTANCE ALONG PROFILE (FEET) PROFILE: 55+00 � \ O M M N \ z z \E L. 6.0' \ \\ 10 \\ \_________ 1 + a __________ MH ____________________ = EL. 1.18' — — — — — — — — — — — MLW = EL.=2.05' 0 LEGEND: EXISTING G DESIGN TE MEAN HIGH MEAN LOW - - - - - - - TOLERANCE 25 25 20 20 15 w 15 10 10 a z 5 5 z O 0 F 0 a 5 J -5 w 10 -10 15 15 25 25 20 20 15 w 15 10 10 a 5 z 5 Z 0 0 a -5 J w -5 -10 15 -10 15 25 W . W V 20 Z ,Z V Z 15 W z 10 C 0 F. 4 N 5 C1 W �.% F. 0 Oa, a � d O -5 J Z ~ -10 4 LL ll� O 021 w 0- H a w 0 15 O JNw 100 200 300 400 500 600 700 800 V 0 z co z DISTANCE ALONG PROFILE (FEET) 0 ° w 0 aZw —z PROFILE:80+15 a3w \ ---- EL. 6. OJ + ---------- --------- ---------- \\101 -\--1 [---- z MH =EL. 1.18' - — — — — — — — MLW = EL.=2.05' 100 200 300 400 500 600 700 800 0 DISTANCE ALONG PROFILE (FEET) PROFILE: 70+03 �V \ ` -- EL. .0' 1! m __________ _________ ____ __z_____ ________ MH __________ = EL. 1.18, MLW = EL.=2.05' \ 100 200 300 400 500 600 760 800 0 DISTANCE ALONG PROFILE (FEET) 0 10 20 RADE, MAY 31, 2022 MPLATE VERTICAL GRAPHIC SCALE IN FT WATER LINE (MHW) WATER LINE (MLW) 0 100 200 HORIZONTAL GRAPHIC SCALE IN FT 25 25 20 20 15 w 15 10 > 10 a 5 z 5 z O 0 0 a -5 J w -5 -10 15 -10 15 25 20 15 10 5 0 -5 -10 15 100 260 300 400 500 600 700 800 DISTANCE ALONG PROFILE (FEET) vY vY ;Q U C U PROFILE:85+00 o w n s z N 17 O �O 17 \ � \\ z s z � EL. 6.0 + ---------- --------- \ --------- \ i 10 \ \--1 ----- --- z --------- ---------- MH -------------------- = EL. 1.18' MLW = EL.=2.05' \ 100 200 300 460 500 600 700 800 0 DISTANCE ALONG PROFILE (FEET) 25 20 v¢ 0 ALL 0 ; o 0 sa - 15 10 5 z w� 0 810 Ln 2� a Q J -5 = z v LL .-a -10 Y n z J_ 15 O0� 0 LL zzz 2 100 200 300 400 500 600 700 800 0 w DISTANCE ALONG PROFILE (FEET) ~ a a co m 0 DRAWING NO. NOTES: �/ 1. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). V C _ 2 2. SURVEY PERFORMED MAY 31, 2022 BY TI COASTAL, INC. J SHEET 13 OF 18 25 20 ~ 15 10 a z 5 Z O 0 H a w -5 w -10 15 25 20 ~ w 15 10 a z 5 Z O 0 H a w -5 w -10 15 25 20 w 15 10 a z 5 Z O 0 a w _5 W -10 15 PROFILE: 89+57 PROFILE: 105+00 / 1 1 \ ---- EL. 60' n N \� \ \�1 __ _ ______ __________ MH ____________________ =EL. 1.18' MLW = EL.=2.05' 0 25 25 20 20 15 w 15 10 10 a 5 z 5 Z 0 0 a -5 w -5 -10 -10 N � z z \ EL. LW N \\ 10 \\�I z MH = EL. 1.18, — — — — — — — MLW = EL.=2.05' 100 200 360 460 500 660 760 800 1J 1J 0 DISTANCE ALONG PROFILE (FEET) PROFILE: 95+00 16 \ EL. 6.0' M --- + \ 10 ---- ______ ------------ _______ �_ �- \t _ __\\� z �_____ __________ MH _______ 1.18' \ \ MLW = EL.=2.05' 0 25 25 20 20 15 Lu 15 10 10 a 5 z 5 Z 0 0 a 5 J W -5 10 15 -10 — 25 20 15 10 5 0 -5 10 15 100 200 360 400 500 600 760 800 DISTANCE ALONG PROFILE (FEET) PROFILE: 109+99 o / z z \ ----- EL.60' v + \ \ 10 �1 \\ z MH = EL. 1.18, -- MLW --- = EL.=2.05' \ 100 200 300 400 500 600 700 800 0 100 200 300 400 500 600 700 800 DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) PROFILE: 100+00 PROFILE: 115+00 r �l ---- EL. \ \� z MH EL. 1.18'. ___ _ _______- __\ _ _ __ �____ __________ _ MLW = EL.=2.05' 25 25 20 20 15 Lu 15 w 10 10 a z 5 5 z 0 0 a -5 J -5 W -10 15 -10 15 \ z z - - - - - EL. 6.0' o t t 10 tt 1 a l7 MLW = EL.=2.05' 0 160 260 300 400 500 600 700 800 0 DISTANCE ALONG PROFILE (FEET) LEGEND: 0 10 20 EXISTING GRADE, MAY 31, 2022 DESIGN TEMPLATE VERTICAL GRAPHIC SCALE IN FT MEAN HIGH WATER LINE (MHW) MEAN LOW WATER LINE (MLW) 0 100 200 - - - - - - - TOLERANCE HORIZONTAL GRAPHIC SCALE IN FT 25 20 15 10 5 0 -5 -10 15 25 20 15 10 5 0 -5 -10 15 25 20 ~ 15 Lu 10 > a z 5 z c 0 H a LLLJ -5 w -10 15 25 20 w 15 10 a z 5 Z c 0 H a w -5 w -10 15 25 20 Lu 15 Lu 10 a z 5 z O O a w -5 W -10 15 PROFILE:119+99 Z a Ir\ I � I \ � + ro ,I U z 0 z NMH ----------------- = EL. 1.18' MLW = EL.=2.05' 25 W . W V 20 Z Z O— 15 Z W z 10 0 F. N 5 0Q W �.% F. 0 a 12 � d O -5 J Z ~ -10 Q {L O of w cL H a w 0 zw 15 O J N w 0 160 200 360 400 500 600 7( 800 V o z co z DISTANCE ALONG PROFILE (FEET) ° ° w c� aZw -z PROFILE: 125+00 M z a3w l� I\ lq m \ EL. 6.0' \ t 10 \�1 MH _ = EL. 1.18' MLW = EL.=2.05' 0 Lz) 20 15 10 5 0 0 0 � -5 10 15 100 200 300 400 500 600 700 800 DISTANCE ALONG PROFILE (FEET) vY vY ;Q U C U PROFILE:130+33 o w n�i N z J \ pJ GD \ M I�✓ + + z \ EL. 6.0' N + _ \�1 z MH EL. 1.18. __________________ _ _________ _ _= \ MLW = EL.=2.05' 25 20 v¢ 0 ALL 0 ;�o 0 sa - 15 10 5 a wz 0 810 Ln J -5 =zv LL W�a -10 Y 0i J_ 15 Om� O LL z z z 2 160 260 300 400 500 600 700 800 0 100 200 300 400 500 600 700 800 0 w 0 w DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) ~ a a co mo DRAWING NO. NOTES: XS-3 1. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 2. SURVEY PERFORMED MAY 31, 2022 BY TI COASTAL, INC. SHEET 14 OF 18 25 20 ~ w 15 w 10 a Z 5 Z O 0 H a > -5 w -10 15 25 20 Lu U, 15 10 a z 5 Z O 0 H a > -5 w -10 15 PROFILE: 135+00 n\ I \ I n N + o + z \ EL. 6.0' \ \ 10 \\�1 MH = EL_1_18' MLW = EL.=2.05' 0 100 200 360 460 500 600 700 800 DISTANCE ALONG PROFILE (FEET) PROFILE: 138+28 P n \ + \ 0 EL. 6.0' + - 10 �1 MH = EL. 1.18' N — — — — — MLW = EL.=2.05' 0 100 200 300 400 500 600 700 800 DISTANCE ALONG PROFILE (FEET) PROFILE: 145+00 25 0l to 20 WLu 15 LL � 10 a z 5 Z O 0 a W -5 W -10 15 O l! z O 0 � EL. 18.0' N \ N \ L--- ---� EL. 6.0' ` \ 10 \�1___ z _________ __________ _______MH_ _=EL_1_18' + MLW = EL.=2.05' 25 20 15 10 5 0 -5 10 15 25 20 15 10 5 0 -5 -10 15 PROFILE: 149+99 0 0 25 v 20 ~ Lu15 w 10 a z 5 Z O 0 Q w -5 w -10 15 25 20 ~ 15 Lu 10 a z 5 Z _O 0 H a w -5 w -10 -15 25 20 15 10 5 0 -5 -10 15 0 100 200 300 400 500 660 700 800 DISTANCE ALONG PROFILE (FEET) PROFILE: 155+00 0 0 z z EL. 18.0' cR I—\ m \ 3 / \\ \---- --- EL. 6.0 _ \ 10 m ___ __________ _______MH_ _=EL_1_-- \ MLW = EL. =2.05' v n in n 0 0 L7 l7 EL. 18.0' \ 3 U' z --- ------� EL. 6.0' m \ \\\ 101 __________ ______ _}_______ _______ \ _ _________ nL_______ M ______H = EL. 1.18' 0 100 200 300 400 500 600 700 800 DISTANCE ALONG PROFILE (FEET) PROFILE: 160+00 N V LJ 25 20 20 15 w 15 10 > 10 Q 5 Z 5 Z 0 0 0 5 w 5 -10 15 -10 15 0 100 200 300 400 500 600 700 800 DISTANCE ALONG PROFILE (FEET) LEGEND: 0 10 20 EXISTING GRADE, MAY 31, 2022 DESIGN TEMPLATE VERTICAL GRAPHIC SCALE IN FT MEAN HIGH WATER LINE (MHW) MEAN LOW WATER LINE (MLW) 0 100 200 - - - - - - - TOLERANCE HORIZONTAL GRAPHIC SCALE IN FT 25 20 15 10 5 0 -5 -10 -15 25 20 15 10 5 0 -5 -10 15 0 100 200 300 400 500 600 700 800 DISTANCE ALONG PROFILE (FEET) O O t� c� K C' v, EL 18.0' \3 + ----- ---- ---- _ EL. 6.0' _---_— \\ 1 1 MH_ f_=EL. 1_18' — — — — 'a — — MLW = EL.=2.05' 25 20 ~ Lu15 w 10 a z 5 Z O 0 H a w -5 w -10 -15 25 20 ~ 15 Lu 10 a Z 5 Z O 0 H a w -5 w -10 15 25 20 w 15 10 a z 5 z O 0 a w -5 J w -10 15 PROFILE:165+00 0 _ v v+ ri e 0 0 z z EL. 18.0' / ° + \ + z — — — — — L. 6.0' —\ \ \ 10 ^ \ \ \ 1 EL_1_18' _______ ~ _____\____ _______ ^� MLW = EL.=2.05' \ _ Z a 25 0: W W (j 20 Z Z Z 15 LV Z 10 0 0 F. 5 0 Q N W F. 0 � a d O -5 J Z ~ Q {L of w 11 O as w Q 0az Lu1' O J 0 N U 0 100 200 300 400 500 600 700 800 V 0 z co z CD DISTANCE ALONG PROFILE (FEET) 0 ° m 0Lu aZw -z PROFILE: 169+70 M J z a3w N \I119 z --- \ \ 10 1 a..________ _ __ ------MH = EL. 1.18' _________ 0 100 200 300 400 500 600 700 800 DISTANCE ALONG PROFILE (FEET) vY vY ;Q U C U N PROFILE:174+79 o w C ..z a .. a 3 0 ti N V I r\ I I I\ tD + tD + ,I \ z z \ E . 6.0' \ z \ 25 va ALL 16Z2 sa 20 2; 15 10 5 Q w� 0 of O Ln 3: a Q J -5 =zv I[: x�a -11 Se z J 1 O0 0 LL z z z 2 0 100 200 300 400 500 600 700 800 a O w DISTANCE ALONG PROFILE (FEET) ~ a a m m 0 NOTES: DRAWING NO. 1. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 2. SURVEY PERFORMED MAY 31, 2022 BY TI COASTAL, INC. 3. THE KITTY HAWK DUNE SHALL BE CONSTRUCTED BETWEEN STATIONS 185+50 TO 190+80 AND 145+00 TO �/_ it XS `t 165+00 FOR A TOTAL OF 2,530 LINEAR FEET. THE KITTY HAWK DUNE SHALL TIE INTO THE SEAWARD EDGE O THE EXISTING STRUCTURES AS BEST AS PRACTICAL OR THE EXISTING SEAWARD FACE OF THE DUNE, WHICHEVER IS FARTHER SEAWARD. SHEET 15 OF 18 0 PROFILE:179+88 M O W V' a z 25 25 rx W W Li 20 20 z z w 15 15 W Z 10 10 C O Z 5 5 M W V U Z 0 0 a < Q a C LL w 5 -5 J Z Lu w -10 -10 C a Ll rn w H 00aN -15 100 200 400 760 -15 C o'm w V 0 z 0 300 500 660 800 co z DISTANCE ALONG PROFILE (FEET) 0 ° w c0 aZw -z PROFILE: 184+90 M J z a � W 25 25 20 20 Lu 15 15 W LL 10 10 > Q N Q z 5 5 c [) w ° Q 0 0 LLu -5 -5 Lu w -10 -10 -15 -15 0 100 200 300 400 500 600 700 800 DISTANCE ALONG PROFILE (FEET) vY U vY C p ;Q Z. o U o w PROFILE:189+87 25 25 - n m� N 8 z yQ �p oQ 20 20 Lu 15 15 w LL 0 10 10 Q z 5 5 z< ----------------- F- a 0 0 00 Ln a J LLuu 5 5 2� Q =zv LL Lu W F- 0O 10 -10 Se n Z -15 -15 Z Z x 0 160 260 360 400 500 600 700 860 0 w 0 w ~ DISTANCE ALONG PROFILE (FEET) a a m m 0 LEGEND: 0 10 20 NOTES: EXISTING GRADE, MAY 31, 2022 DRAWING NO. DESIGN TEMPLATE VERTICAL GRAPHIC SCALE IN FT 1. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). MEAN HIGH WATER LINE (MHW) 2. SURVEY PERFORMED MAY 31, 2022 BY TI COASTAL, INC. MEAN LOW WATER LINE (MLW) 0 100 200 3. THE KITTY HAWK DUNE SHALL BE CONSTRUCTED BETWEEN STATIONS 185+50 TO 190+80 AND 145+00 TO vC _ 5 /�J ------- TOLERANCE 165+00 FOR A TOTAL OF 2,530 LINEAR FEET. THE KITTY HAWK DUNE SHALL TIE INTO THE SEAWARD EDGE 0 THE EXISTING STRUCTURES AS BEST AS PRACTICAL OR THE EXISTING SEAWARD FACE OF THE DUNE, HORIZONTAL GRAPHIC SCALE IN FT WHICHEVER IS FARTHER SEAWARD. SHEET 16 OF 18 �1 I 1 M --�— \\10 rn + � \ MLW = EL. -2.05' a` l I \ o �o M vi I \ N + N + ` Z Z \\ 10 __________ _________ _________ __________ _ MLW = EL. -2.05' O N + z p� � N M EL. 6.0' MLW = EL. -2.05' LEGEND: -66.0 MAXIMUM AFTER DREDGE ELEVATION (FT. NAVD88) --64'v BATHYMETRIC CONTOUR ®TAR CULTURAL RESOURCE AVOIDANCE AREA (NO DREDGE ZONE/NO ANCHOR) 0 CPE-NC 2014 VIBRACORES 0 CPE-NC 2014 MAGNETIC ANOMALIES 0 CPE-NC 2014 SIDESCAN SONAR ANOMALIES 37 BORROW AREA COORDINATE ID (SEE TABLE) TOWN OF SOUTHERN SHORES ALLOWABLE DREDGE AREA VOLUME = 3,548,000 C.Y. NOTES: 1. COORDINATES ARE IN FEET BASED ON NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83). 2. BATHYMETRIC SURVEY PERFORMED MAY 19 - 22, 2021 BY McKIM & CREED. 3. ELEVATIONS ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 4. THE MAXIMUM AFTER DREDGE (AD) ELEVATIONS SHOWN ARE THE MAXIMUM DEPTHS ALLOWED WITHIN THE BORROW AREA PER THE PERMITS AND BASED ON THE AD SURVEY. 5. THE CONTRACTOR MAY DISTURB UP TO 2 FEET BENEATH THE MAXIMUM AFTER DREDGE ELEVATION WITH THEIR EQUIPMENT (MAXIMUM DISTURBANCE ELEVATION). 6. THE MATERIAL USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWN OF SOUTHERN SHORES SHALL COME SOLELY FROM THE AREA OUTLINED WITHIN BORROW AREA A, REFERENCED AS THE "SOUTHERN SHORES ALLOWABLE DREDGE AREA." NO OTHER PORTIONS OF BORROW AREA A MAY BE USED TO CONSTRUCT THE TEMPLATE AS SHOWN IN THE PLANS FOR THE TOWN OF SOUTHERN SHORES. SEE TECHNICAL PROVISIONS 8. BORROW AREA COORDINATE TABLE POINT ID EASTING NORTHING O1 3019370.9 854970.6 O2 3017204.5 853123.7 O3 3017798.4 852448.2 4O 3016995.7 851633.8 O5 3016928.0 851150.8 © 3017357.5 850708.4 O7 3018654.8 850392.9 ® 3018932.5 850596.0 9O 3019568.9 849757.4 10 3018120.0 848511.3 11 3018069.8 846700.6 12 3017289.0 846700.2 13 3017302.1 843966.8 14 3018139.0 842988.7 15 3017637.6 840084.1 16 3018653.3 839011.8 17 3019763.8 838967.9 18 3020753.7 838966.2 19 3021081.7 844430.1 20 3020569.7 845124.3 21 3021352.1 846205.8 22 3021047.1 846601.5 23 3022507.8 847829.8 24 3022106.3 849556.7 25 3021784.4 850590.2 26 3020836.5 851593.4 27 3021646.9 852335.9 28 3020574.6 853476.8 29 3019847.3 852740.9 30 3019168.0 853414.4 31 3019995.4 854247.1 32 3020095.7 849063.5 33 3019106.0 848168.8 34 3020217.4 847888.2 35 3019742.8 845124.3 36 3019120.7 843430.3 37 3019748.5 843429.8 38 3018069.8 844635.9 39 3020197.4 846629.9 40 3019050.6 846678.1 N 852000 N 847000 N 842000 m m m o w w N N N o O O o DCVC-14-14 Z I)CVC-14-13 m m m 0 0 0 0 0 0 0 0 0 0 852000 847000 842000 rn V' x z a W W z z t9 z Q W z_ z J 00 a N W �.) c 1 H = w 19 cc d O `-' LL_ J Z ~ a , Sof vs O 00 01w O JNw , V 0_ Z J z CD 0 it c� aZw -z M Z a W DRAWING NO. A1 1 SHEET 17 OF 18 -20 T w -40 >Q m- LL 0 W O U LL W > Lu a w ? -60 z O Q g 4 U SECTION A -A' B-B' MAY 19-22, 2021 BATHYMETRY BY McKIM & CREED 0 O 5 U I U U 0 U U U > w W F -- MAXIMUM AD EL. _ -65.0' NAVD -80 MAXIMUM DISTURBANCE EL. = -67.0' NAVD 0 4 > U MAXIMUM AD EL. MAXIMUM AD EL. _ -58.5' NAVD I = -63.0' NAVD I MAXIMUM DISTURBANCE I EL. = -60.5' NAVD MAXIMUM DISTURBANCE EL. = -65.0' NAVD I I 10 60+00 80+00 100+0 DISTANCE ALONG SECTION (FEET) -20 B W Q 0 O 2 O 00 LL 0 LLJ w SECTION B-B' A -A' B -20 r MAY 19-22, 2021 BATHYMETRY I BY MCKIM & CREED w O Q -40 V U of p 0 �m N LL 40 Uw O ow -60 � J I _ MAXIMUM I MAXIMUM AD EL. DISTURBANCE 1 = 65.5' NAVD EL. _ -65.0' MAXIMUM -80 NAVD DISTURBANCE 80 EL. = -67.5' NAVD MAXIMUM AD EL. I MAXIMUM AD EL. _ -63.0' NAVD I = -58.5' NAVD MAXIMUM DISTURBANCE EL. = -60.5' NAVD 100 i t -100 0+00 20+00 40+00 60+00 DISTANCE ALONG SECTION (FEET) A, -20 N O T M rn (7 2 z a rx W W Z z t9 z Q 40 W z OO � r M 4 0 U > c'no 0 W H = it > U 4 m LL 0 O F E2 U W d 0 0 0 60 LL ~ J ZIx W a ,L. of W O N 00vN ,O JNw 0 Z J V Z 0 �_ c� QZw —z MAXIMUM AD EL. -80 m m — O w _ -68.0' NAVD MAXIMUM DISTURBANCE EL. = -70.0' NAVD 1 0 10 20 VERTICAL GRAPHIC SCALE IN FT 0 1000 2000 HORIZONTAL GRAPHIC SCALE IN FT �Q z O w? Y 0 0 U w �aQ � = Z U U) wm 0 2 Y Z U .Ln-, a z0z w w a NOTES: o 0 1. ELEVATIONS ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL ~ u L O DATUM OF 1988 (NAVD88). m o 0� 2. BATHYMETRIC SURVEY PERFORMED MAY 19 - 22, 2021 BY MCKIM & CREED. 0 3. THE MAXIMUM AFTER DREDGE (AD) ELEVATIONS SHOWN ARE THE MAXIMUM 00 DEPTHS ALLOWED WITHIN THE BORROW AREA PER THE PERMITS AND BASED ON THE AD SURVEY. DRAWING NO. 4. THE CONTRACTOR MAY DISTURB UP TO 2 FEET BENEATH THE MAX AD ELEVATION WITH THEIR EQUIPMENT (MAXIMUM DISTURBANCE ELEVATION). 5. CORES MAY NOT FALL DIRECTLY ON THE CROSS SECTION LINE, BUT ARE XS-6 LOCATED SUFFICIENTLY CLOSE TO CONTAIN SIMILAR MATERIAL. 6. WIDTH OF LAYERS IS REPRESENTATIVE ONLY. ACTUAL MATERIAL MAY VARY. SHEET 18 OF 18