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HomeMy WebLinkAbout20221509 Ver 1_Design/Maps/Site Plans Revised_20230410NOTES: 1. OWNER: TOWN OF MOREHEAD CITY _ MII- 1100 BRIDGES STREET L J I I I I I I I I OREHEAD CITYC 2 , N8557 t� � _ I 2. PROPERTY ADDRESS: SUGARLOAF ISLAND ►— -- I I I I I I I MOREHEAD CITY, NC 28557F—�3. PROPERTY INFO: PIN: 638620708174000A4. PARCEL INFORMATION SHOWN BASED ON CARTERET COUNTY GIS DATA. THIS SHALL NOT BE�—I ICONSIDERED A BOUNDARY SURVEY. ALL INFORMATION IS PRELIMINARY AND SHOULD BE USED FOR DISCUSSION PURPOSES ONLY. PHYSICAL FEATURES SHOWN BASED ON FIELD DATA I I I I I I I I I I I I I COLLECTED BY QUIBLE AND ASSOCIATES P.C. ON USING GPS RTK NETWORK.INC 4 .� !I �I II I II ' L ' r I _I i - `.►ems ° .., - _ -_ _= ARENDELL 5T - '!6#A J r I I - Tg \frl •,. I I � „* �_ . � .� ARENDELL ST I e,— — — I �'� _ - II I --��— L I I F► I I I '"' DOWNTOWN tNOREHEADCITY'1— I -► 5" a ei- i t �� `� U)� _ ��► # vou I EL I II .� _ VI I I l I— II I I� II I I I h _ .-�.� I EIiANS �' ,..� I —I ► I i NI— N I I I I N :r� _ ST I I lol 9r — �;. I® ©I �& O I —I -� — _ _ J rf1I 5HEPPARD 5T 1 11 I I r� � I I ►. HARBOR CHANNEL - I II I I I 4 I I I RESIDENCE AT 9TH, LLG I I I O PIN 6366/g605660000 v I r SC / .�. .�.�. .�.`.".� . �'� "--j J WATER �_`.'_`.'�' ��`_`.'_`.w .���'_"W�W`��.`.�W`_�W�.� CLASSIFICATION ,!" - — I WI ..W..:.W.=.w.W.W WW.:.W.::f W W W W W W W W W W W W W W W ....... / lW W /��WWWr�i / �W WWW WWWW�� 1WWWWWWWW.WWWW.WWW.W�W wWyW WW•WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW � / / ���W-.�/ � / ��:-:WWWWWWWW�ji ��.W.��.�.W.WW�W.W.�WW yW.��•� / �W.W.W.y W'W'.'W'.'W'.W'W`.WW`. WWW'WWWWWWW;-J/ / 15LAND V J 306UE 50UND (5A-HOK) SA-HQW WATER CLASSIFICATION NOREHEAD Cl; / YACHT BASIS FI. 1 , I IA NC STATE PORT _— MOREHEAD CITY NIF I I ® , I I INORTH GAROLINA I STATE PORT AUTHORITY PIN 636620gOg7l1000 I ' lip I t► o� I I L � 0 O U (D U Z o N o z z z ai �-� ® Q W w 00 ? c [If0 00 v Z Z * Q J om�" 2 Y u c o~Q O E w o0J a_ a rnrnm o_ � w z O U Z m mr,E O * a C� z ! n 0 Z o Z �- ci o O li 0 za �_ Z a Nn o ao�n�N �V z z z W °o 0 3 o E -t � o s -o mmado PRELIMINARY FOR CAMA PERMITTING ONLY �z� o zoo w mQ z LQZ M o,- Z O Z Z Z NV7 w Z �wOWW U ww0 OZ-v, a- Q�nH �0 cno=m 0�w 2 N "I= Z m w O Q CO w W Ul �Q za�� �o�inL1�zgi �3S ���w waa��zo�= O J U JO ocn ZO wU -UDO m omQ no�UJm< w w ZU1� J =o no �Qo v~m z Q w= Z 0 0 O d U1 U z w 0 U } U z Ld z a 0 w w � z w m z c� J Q J J (N U) N 0 Q t'7 W \ yr o 1 O GRAPHIC SCALE 150' 0 75' 150' PROJECT NO. P20117 DESIGNED BY JTM DRAWN BY JTM CHECKED BY BDR ISSUE DATE 09 20 22 SHEET III-, *PARCEL & AERIAL DATA SHOWN, BASED ON COUNTY GIS DATA. ( IN FEET ) 1 inch = 150 ft. kOF 6 SHEETS, T 7 . Vim- � �_ �. � � > _ ' k* _� i' �ac�I�J�' •. i Alma lmwd �i tA EX15TINO APPROXIMATE FEDERAL CHANNEL M / / PROPOSED PILING W/ REFLECTORS & SOLAR LIGHTS (TYP.) �p A CROSS SECTION A � EX15T/NG MEAN LOW WATER LINE PROPOSED°oOOo 0 SAV HABITAT 2 j�°000°0 ENHANCEMENT AREA 0' (36,955 SF) O EX. CONCRETE PROPOSED OB5TRUCTION CONCRETE WAD® WAVE ATTENUATION SYSTEM (18' WIDE BASE) Elevations Table (NAVD88) Number Minimum Elevation Maximum Elevation Color 1 -20.000 -19.000 2 -19.000 -18.000 3 -18.000 -17.000 4 -17.000 -16.000 5 -16.000 -15.000 6 -15.000 -14.000 7 -14.000 -13.000 8 -13.000 -12.000 9 -12.000 -11.000 10 -11.000 -10.000 11 -10.000 -9.000 12 -9.000 -8.000 13 -8.000 -7.000 14 -7.000 -6.000 15 -6.000 -5.000 16 -5.000 -4.000 17 -4.000 -3.000 18 -3.000 -2.000 19 -2.000 -1.000 20 -1.000 0.000 21 0.000 1.000 22 1.000 2.000 je T 001i 1 %fiff •�� ° 10 • t"m trTM EXI5TING APPROXIMATE HARBOR GHANNFL FEDERAL CHANNEL ` SG NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION, RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FOR • DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY. ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS c BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY. J Lw Z QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE z V) COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION. TI 1 • r I 0 Ce•,--"'° `, -.°ice - "" � -- - A. ` PROPOSED AREA OF * MAINTENANCE DREDGING r l(/F y 4 / \ FOR FEDERAL RE5/DENGE AT 9TH, LLG / CHANNEL PIN 6386I9605660000 �•M. fir, �! • ` _. _ / �- EX/5T1N6 F DERAL TE / — W �W CHANNEL WW1 PROPOSED \ -TO PROTECTSUVETMENT PLANDS _ CROSS l AND STABILIZE SECTION C WI / � . . . . . . . . . . . . . . . . . . . y . . . W W W . . W . . THE CHANNEL._ __--- � � � (18' WIDE BASE)-__ �O6.0' PROPOSED �S��� C y w w w w w W W W W W W W W w r 50 FT BY 60 FT - I Q N�� TESTOCKPILEOAREA y�� w w w I 000� . . w w w w w W W w �. . . FOR DREDGE MATERIAL y PROPOSED _�,�. -, I 00 \ NATIVE RIPARIAN . % o I--- w PLANTINGS r a AN D DREDGE 00 p EXISTING I �� _ ... . . MATERIAL FILL AREA 00 o HARTE L / y y / l A �� y w w y y y y w w w w w w w w w w w EX15TING o° \ 0 PROPOSED I y / ��� EXI5TIN55 MEAN HIGH 00 NORTHERN w w / 60A5TAL �� WATER LINE 00 PROPOSED NATURE -BASED ° CONCRETE WAD® / / ���� WETLAND5 �� \ W / WAVE ATTENUATION OYSTER SILL % �� LINE PROPOSED o SYSTEM (5' WIDE BASE) w w w% / i w w w w w SOUTHERN ✓ �/ / / I / (18' WIDE BASE) � NATURE -BASED EXISTING / / I . . . . . . . . . OYSTER SILL APPROXIMATE �� / w �/ i l�� �. w SRO (5' WIDE BASE) ,l "� PROPOSED" o FEDERAL / y y y // - - r w w w w w EXI5TING NATIVE RIPARIAN y y �o CHANNEL / w w / W w W w w w 60A57AL - W PLANTINGS W W w / 'AETLAN95 AND DREDGE o / �/ 1 LINE' MATERIAL FILL W / o0° EX/5TIN551 w I I w w w w� ��i U y. w w w w w w w w w w w AREA 00 0 -7 / / EMERGENT / .��� / P� w w w w W GOA5TAL % r / 41 W J 0 0 {'ELANDS m m __- �/ n i w m w w w w W W✓ 000 °0 PROPOSED 000°0 p PILING W/ 00° °' REFLECTORS / / / y i PROPOSED 1 �° TO NOTE OPENING i NATIVE RIPARIAN I 00 y y PLANTINGS - o° I / l EX/STING I—, � I� AND DREDGE 00 0 , I % // COASTAL /�MATERIAL FILL AREA 00 / J PROPOSED i i �� WETLAN95 / . . . . . . . . w w w /00 / SAV HABITAT i �� LINE / PROPOSED / 00 / PROPOSED �� ENHANCEMENT . . . . �� ��_�' i / SOUTHERN y o°o ( NATIVE RIPARIAN / _ AREA �� /R 0oo0 PLANTINGS / ^�� (66,552 SF) W / / / /W NATURE -BASED - 00000 / W y W �� / -_��i ��i (5YWDEE BASE) �� ° °°0 000o PROPOSED / EXI5TIN5 / 1 EXISTlN6 ° w w w w W W W W I � MEAN HIGH � � � � � // 000°° SAV HABITAT N�4NLOIN 0o O ENHANCEMENT / . . . . . . . . . . . . . . . . .�.�.�.�.�. � WATERLINE � <�� � //-"�� / WATERLINIE 0oO° 91' AREA 000000° (37,259 SF) 0°000° w w _—__ � W 0 0 / I� R w W w W / i/. r �5G / 000°0°0°0°o0°o0°0 0 000000 D ° I y w J PROPOSED / n j 000 °0°o°oO ° .0 9.01 0O°OO°0 0000 \ � / SOUTHERN \ 0 0°0000000000° 135. 9 00 �� NATURE —BASED �\ / / / 0 0000000°Oo 0 0 7 00 ° i - --", / / o o°0°0°0°°0° ° ° 144. 26 0 0 A o0 i OYSTER SILL - - 0 0- ° 00 °000 \" i /�i (5' WIDE BASE) EXISTING _ o 0 0 0 0 0 \ / CROSS / ° 00000000 o PROPOSED PROPOSED ° 1O 0-0 v �� 75'%+EG �'NHl6H SECTION B ___ / / 0 0no00o0o°0°°O°� PILING W/ CONCRETE WAD® .0. °ass \ \ WATER L ME EXI5T/N6 _ _ _ _ 000 \ MEANLCH B / / .0 © WAVE ATTENUATION / 000°o° ° 31`� REFLECTORS 00 & SOLAR LIGHTS SYSTEM °000------__ WATERLINE_ r / 200' °0 18.0, (TYP.) 18' WIDE BASE g oOOoo \ 30'BUFFER---------- ---- PROPOSED ( ) 30• °00 00°000 00000000 000000°00000000000 0 00 PILING TO 0000 0 o REFLECTORS 0 0 0 0 0 °00000000°0°0°0° 1g8,0' 18.0' TO NOTE OPENING r3S 0 0o°oOOOOOO°o°o°Oo°o°o000°00000000000000000 Ooo00000000000°000°0o0°°00O0000° 0 0' B 144. PROPOSED 288.0' 135.0' PILING W/ PROPOSED REFLECTORS PILING W/ TO NOTE OPENING REFLECTORS & SOLAR LIGHTS B (TYP.) PROPOSED CONCRETE WAD® WAVE ATTENUATION SYSTEM (18' WIDE BASE) B06UB SOUND (5/A-HOW PROPOSED WAD® WAVE ATTENUATION A. 900 LF B. 1,189 LF C. 477 LF D. 738 LF E. 216 LF TOTAL: 3,520 LF PROPOSED NATURE -BASED OYSTER SILL SECTIONS TOTAL LINEAR FEET NORTHERN: 840 LF SOUTHERN: 1,504 LF TOTAL: 2,344 LF GRAPHIC SCALE 120' 0 60' 120' ( IN FEET ) 1 inch = 120 ft. r`1 ,4 t Al �zcn o zoo w wa z �Qz Cn1,j N(n w Z �wO LJw p O w w U0 OZ Q W OUa ?a�ww nao��po O cno=m �rz',j ,1 LLJ c�Q zawo go���m�z� w �3S ��po Uaa0Lozoo� O w U J O D M 0" U � U D O U m O m Q (n 0 m Q== Q U1� J O U10L H< cn� = J O Q Z p H�Q �—` ,=Z O o_ cn U w U ^_ (D n • Z O v 0 U OL * Z a Z o0 0 m QD U O 0o Z * a = Q 0 ;_ W w (, O(AJ a- O o_ o L-rnrnm � Z W o 0 ~o .� U 0 U Z T mom:_ O iE J O N �} O * F'— W a 2 Z 0z> o'� z Zo W Z\ O F- O N O a:� Z a a- Ln o aocn� Z U i QD 5: w ZZz �'-� Li8 -c1oE co J ' roma a- o_ a PRELIMINARY FOR CAMA v PERMITTING ONLY U) z w w J O F U Cr z Ld r z a O 0 W z a a w F F w w 0 0 J J a a J J fN fN N N 7> a a M M w \ \ o 0 � 0 0 N PROJECT NO. P20117 DESIGNED BY JTM DRAWN BY JTM CHECKED BY BDR ISSUE DATE 09 20 22 SHEET I1 OF 6 SHEETS ^rll� -.I FXl5T/NG APPROXIMATE FEDERAL CHANNEL .00000 10000, 0001* 10000, Elevations Table (NAVD88) Number Minimum Elevation Maximum Elevation Color 1 —20.000 —19.000 2 —19.000 —18.000 3 —18.000 —17.000 4 1 —17.000 —16.000 5 —16.000 —15.000 6 —15.000 —14.000 7 —14.000 —13.000 8 —13.000 —12.000 9 —12.000 —11.000 10 —11.000 —10.000 11 —10.000 —9.000 12 —9.000 —8.000 13 —8.000 —7.000 14 —7.000 —6.000 15 —6.000 —5.000 16 —5.000 —4.000 17 —4.000 —3.000 18 —3.000 —2.000 19 —2.000 —1.000 20 —1.000 0.000 21 0.000 1.000 22 1.000 2.000 PROPOSED PILING W/ REFLECTORS & SOLAR LIGHTS (TYP.) I_1 1 z.4, JfIBY TE: THIS DOCUMENT IS PRELIMINARY — NOT FOR CONSTRUCTION, Co CORDATION, SALES OR CONVEYANCES — THIS DOCUMENT IS FOR SCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS CUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY. N L INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS ANY REGULATORY AGENCY, ENTITY OR AUTHORITY. 2_IBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE z V) / COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION. HARBOR CHANNEL SG EXISTING MEAN LOW WATER LINE I PROPOSED / NORTHERN NATURE -BASED OYSTER SILL / (5' WIDE BASE) / sox- EK/_5T/1VC AMATEFEDERAL CHANNEL G EMERENT / 0 0. / HETLAN25 o 000000 O0 000000 � 000000 0. 0p0000--- O / 00000 0 000° �� i 000 ° �� -s 0000 O ° O 000Q 00 EX15TING O MEAN LOW /w w v w w I( _• O0 000 WATER LINE ��\\ /\/ / v v 41 v .v w � � / w 00 / PROPOSED v w w i/ EX15TIN5 - s 0 0 SAV HABITAT �� / ENHANCEMENT COASTAL 0- 216' ' / / AREA WETLAND`'' CROSS SECTION A 00 A 00 ' 00 0° \ 0000000 00°0000 � `\�\v//\ OO O 0000 PROROSE6 ° 0000 SAV HABITAT ENHANCEMENT AREA 2� 0000 �0' 00000 00 \ (36,955 SF) 0 O0°00000 A 000000 \ 0 00 0 0 EX. CONCRETE 0 p 0 0 0B5TRU6TI0N 0 0 \ 00 0 0 yd PROPOSED CONCRETE WAD® 000 000 WAVE ATTENUATION SYSTEM 0 O (18' WIDE BASE) B06UB SOUND (5A—H PO PROPOSED PILING W/ REFLECTORS TO NOTE OPENING � /� �• (66,552 SF) � � � � � LINE PROPOSED NATIVE RIPARIAN / — -- _ PLANTINGS / _q/ I �� w y 41 41 �� _ ,�✓�, - , DPROPOSED - - O \ ' SOUTHERN - "b v• AEG NATURE —BASED_ / I IW 00 OYSTER SILL EXIST16H ---__, 00 (5' WIDE BASE) ATERLGH—_____-- B / O � � WATER LINE — O 00 -- ~'• __ ----- CROSS 00000 \ '----_e --__ .-�-------- SECTION � 200 000 \-------------- _____ ---- EXl5TING «,, 30'BUFFER 63 0 \--------------- MEAN LOW •,'? � � 0 C. 0 000 0 Y= ;WATER LINE �# 00 O O 0 0 °0000 0000000000000 °°000° — — — — — — — — o o°00Oo°o 00 13So 00000 0000000 O 000°00 198• O O 0000 O O O �0 0 0000000p 0 0 0000°00 0 18.0, O 0000°O°000000°00000000000000000000000000000000000000000000000000000000 01400 0 B 288.0' ° ° 0 O 0 ° ° 0 135.0' PROPOSED PILING W/ REFLECTORS & SOLAR LIGHTS (TYP. ) PROPOSED CONCRETE WAD® WAVE ATTENUATION SYSTEM (18' WIDE BASE) PROPOSED PILING W/ REFLECTORS TO NOTE OPENING GRAPHIC SCALE 60' 0 30' 60' 120' ( IN FEET ) 1 inch = 60 ft. U (D n • Z* o (D ro rn E N O U Z z N Q W Z • Y Z ci:: a �� F J Z mO m 2 U N U O o0 � W w o�JLa rnOmaa � �(,� z W o Ou .� (� U ~o Z E O * _J U o N U un * Q Z � 0 o �U � (D LiCOO Z j _ Z 0)Z Z� Z^0 O N O� a m�- ZW Z aoin`V,o U' 41 Z z U�J ai c Z W cmLJ oo3 o f �V W ' tJO_ca wmado Z PRELIMINARY o FOR CAMA PERMITTING ONLY w U �zcn o zoo w 0a z �Qz Jc�iJ U a- z C7�W?Q�(naJ M d U 7 Z O Z OW Z Z N(nCD Ld W Z �wOww p NF- Ww0 OJc�W LL,QW� Oc�a ?w cnaooCnIp0 o cno=m rz�ww6Qw =N n = zmwoomwwn Oa ZQ WO �OH(n�F-�Z� w O� �W Z —OzOof > 8SCl- w paap�zop= O W U JO Ocn0 LLJ U0~O Um oma cno�ma=za Z � Z UJ V J 10Ld Lcn F-QJb O. Up w' S J O Q z p o a [ = z O a- UJ U H z w w � J U H U w (n } z a O 0 w z a a u F_ F_ w w M M 2 o a a J J a a N N Q o 0 o � � 0 0 O � N Z A z W H W PROJECT NO. P20117 DESIGNED BY JTM DRAWN BY JTM CHECKED BY BDR ISSUE DATE 09 20 22 SHEET Nye OF 6 SHEETS 0-00 I � 00 PS AREA OF 7- MAINTENANCEDREDGING FOR FEDERAL Z C CHANNEL _ I CROSS SECTION C - - - - - - - - - - -- �1 -- �- � I A PROPOSED vv ROCK REVETMENT TO PROTECT UPLANDS �� C / AND STABILIZE HDE CHANNEL _---- �- �- �, �- �- �- �- (18' WIDE BASE)_ I NOTE: THIS DOCUMENT IS PRELIMINARY — NOT FOR CONSTRUCTION, o RECORDATION, SALES OR CONVEYANCES — THIS DOCUMENT IS FOR EX15TING DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS APFROXlM.47E DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEYFEDLPAL. Ln G ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS c BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY. 2 W J QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE z V) COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION. _ _ PROPOSED �- — O0O vv vv50 FT BY 60 FT 00 vvv vA TEMPORARY 00 \ STOCKPILE AREA PROPOSED p 0 O `v `v `v w w W q y y � FOR DREDGE MATERIAL, O E \-- NATIVE RIPARIAN PLANTINGS � p0 v v v v 4/ � � v w w w w w v4M�ATERIAL AND DREDGE 00 I FILL AREA I /p o p0 �o w w \k �., w �0p vv v v v w 4/ � � � v w w w EXl5TING w w �0 0 \V v v v w w w w w v w w v MEAN H16H 0 WATER LINE 00 O0/ \ \ w w v w w w w v w w 0 0 PROPOSED vvv w w w w w w w w w w v 00 CONCRETE WAD® v w w w w w w w w w w SWAVE YSTEM ATTENUATION EX15TING v w w w w w w w w w y w y/ v w w w w w w w w ✓ (18' WIDE BASE) COA5TAL WETLANDS PROPOSED LINE 41 � w w w w w w w w w w SOUTHERN I w w w w w v w w w 'k w w w w w w NA URERBAS D w 41 + � (5' WIDE BASE) \ v 4,� I PROPOSED � EX15TING NATIVE RIPARIAN W COA5TAL PLANTINGS j WETLAND5 + + AND DREDGE i LINE MATERIAL FILL + + AREA J 000 \ �� OSED pp0p PILING NG W/ v w w w v p O REFLECTORS 0 0 TO NOTE OPENING m0 0 0 000 D00 PROPOSED � ( O 0 NATIVE RIPARIAN O PLANTINGS 00 AND DREDGE � � 0 MATERIAL FILL AREA 0� o / ' 0 / / w I / / 00 0 / i PROPOSED / - / O 00 SOUTHERN / 0O 0 i NATURE -BASED OYSTER SILL �(5' / �• / 0p 00 WIDE BASE) '✓�. / 0000 / 000 0 O PROPOSED / / W 0 O SAV HABITAT 00 ENHANCEMENT AREA O O00 I 0 (37,259 SF) EX15TING MEAN LOIN O O L°� 0O00 WATERLINE 0000 EX15TING MEAN HIGH j5' A�5 WATER LINE / O • P� ' pOpp 0 0 D 27. O O 0 0000 — 0 ODp0000-000000000000 0 p000 _ OpOp0000 O 0 O 0p0p00 0 00 0 0 0 0 O 0 135.0' 99.0' O 0 00 PROPOSED R / Op00000000000p p p p p 0 O O O O Dp0 / / O pp0p0 0 144.0' pOpp0p0p00 0 00 pOpOp00 / 0 000 p00O O O 00000000 C / pppp00000p0pppp 3150, O 0 pp0 p 0 PROPOSED 00 1 & $ 0' CONCRETE WAD® ,0' WAVE ATTENUATION SYSTEM (18' WIDE BASE) T PROPOSED PILING W/ REFLECTORS TO NOTE OPENING PROPOSED PILING W/ REFLECTORS & SOLAR LIGHTS (TYP. ) CONCRETE WAD® WAVE ATTENUATION SYSTEM (18' WIDE BASE) 1506JF 50JN5 Elevations Table (NAVD88) Number Minimum Elevation Maximum Elevation Color 1 -20.000 -19.000 2 -19.000 -18.000 3 -18.000 -17.000 4 -17.000 -16.000 5 -16.000 -15.000 6 -15.000 -14.000 7 -14.000 -13.000 8 -13.000 -12.000 9 -12.000 -11.000 10 -11.000 -10.000 11 -10.000 -9.000 12 -9.000 -8.000 13 -8.000 -7.000 14 -7.000 -6.000 15 -6.000 -5.000 16 -5.000 -4.000 17 -4.000 -3.000 18 -3.000 -2.000 19 -2.000 -1.000 20 -1.000 0.000 21 0.000 1.000 22 1 1.000 2.000 J., ti GRAPHIC SCALE 60' 0 30' 60' 120' ( IN FEET ) I inch = 60 ft. U ^ • Zoo "moo U Z5- 0 z LLJ OL * Z a z oo 0 m U O CN z jE Q J w U~ Q o f W w U o V' Z 10 m n E O iE J U N— o C/� iE Q Z w 0 � U '00a n z x z� W Z\ F O N O W O �_ Z a a n 0 aorn- Z Ua w Z Z z J dc °003 o f -t O s -o mmado PRELIMINARY o FOR CAMA v PERMITTING ONLY w U �z n o zow wa z �Qzo a ��w 5S 2<�CnJ M d> Z O J Z Z Z N V7 Z HOL.,� w L.,O O w w U0 Z cn a Q W 0Ua ?anww n<X'sc, o 0 �U� zmwoomowwn �¢ zawo goF=U)L' z� w )3S >-'d U WJOH OZZ O� as w o = O W U JO �U10 wU�UDO U m Om Q Ul0 ccmn mQ= J Z Z n C, cn O� SQL �� (nn� = J O Q Z O H0Q �—` �=Z O w cn U U) z w g w � J O m U F } CE U z H (n 0 } Z Q O O af 0 n wa z > a w F z z w w � g z z J J Q Q Q J � fN N N 7> Q Q M M w o 0 � 0 0 N z 0. , A z W L' W Q Z J O Q O " �1 = O Z A� O W z 0 M O l.Ll) U W O Ld W Q U V O _L w O0 w w ry O PROJECT NO. P20117 DESIGNED BY JTM DRAWN BY JTM CHECKED BY BDR ISSUE DATE 09 20 22 SHEET I1 OF 6 SHEETS MHHH (1.4) MH{N (l.0 0.0' NAV,966 ML{N (-2.0) io 9 MHHNI 0.4) MHNI 0.0 0.0' (NAVDB(9) MLW (-2.0) PROPOSED WAD® SYSTEM 18 FT WIDE BASE island "'3-5 ft sand bed PROPOSED NATURE BASED OYSTER SILL (SANDBAR OYSTER CO TABLES(R, PILLOWS®, OR SIMILAR) +/— 40' 5.0' PROPOSED WAD® SYSTEM EXISTING ERO5/ON PROPOSED ESCARPMENT NATIVE HERBACEOUSA PLANTINGS CROSS SECTION B — WAD® LAYOUT AND OYSTER SILL *STRUCTURAL DESIGN BY OTHERS NTS r�i Oyster Catcher'"" Table {red -shoreward line; green - central line; blue — Intermittent seaward line) -50 in A I �I Oyster Catcher TM Pillow-tall/narrow (wave attenuation; embedded under Tablesl Sogue Sound 4— -MWL -24 in F -NLW SANDBAR 0Y51ER [6MRAATIS}o Lrm,,„,..,• PROPOSED CROSS SECTION A — WAD® LAYOUT AND SAY RESTORATION *STRUCTURAL DESIGN BY OTHERS NTS yb `26, CAUTION SUBMERGED STRUCTURE WHITE BACKGROUND O P MHW WARNING MARKER SECTION (TYP) AS PER USCG TYPICAL PILING WITH MARKER *STRUCTURAL DESIGN BY OTHERS NTS APPROXIMATE PROPOSED EDGE OF RIPRAP REVETMENT FEDERAL CHANNFIL CROSS SECTION C — ROCK REVETMENT & DREDGING *STRUCTURAL DESIGN BY OTHERS NTS 0 w O U n • Z * O � rn E Z Z Z m a 0) �, a w I WNn QL U W J U iF J m Z m 0 2 -D N` ? iD H U O � U Z V) z jE Q 2 Y a c (� J U t LLJ � w o�JLa 6 C) o C U �,MkZ O m�E U • COO iE Q Z 3E F— w � U m ai 2 Z I r/� �z> m5 Z In Z\ < O N O W O Q mo�— � z Z a o n� (� W Z z Z W W ' l0 p o 00 oL L a wma a Z PRELIMINARY H- FOR CAMA PERMITTING ONLY LLJ U �zcn o zoo w �Q z �Qz U w z 5S ZQ�UI J M W 0 d O Z O Z OW z Z N V 1 w 0 W t] W W p O W O U p w NF- wwU Z J�rlW Wawa OUa ?a0pw c) Eo��p0 p n —znoa=:wm— zm� rozw��Wwwm�w> < 0 nWQ w�n w OW z—OZz0�O UQQU(LZO US O W UL�O o(W)0UU��n, U J p J w Q z m oma cno�ma=�Q Z —ZUl N J O (npLLj Ld H QLL JQ (n ? O Q LL 7 Z 0 O w fN H Z W 0 U r U z � 0 z a o Cif n w a w F C z w z c� J Q Q 3 H N Q M N W \ < O Q O M 0 PROJECT NO. P20117 DESIGNED BY JTM DRAWN BY JTM CHECKED BY BDR ISSUE DATE 09 20 22 SHEET I 5 ,OF 6 SHEETS, r m C a� L c 3 o� a rn N I N N 0 N a Q) Cn O O F- a E TOP EL 3.0' MHHW EL 1.4' MHW EL 1.1' MLW EL -2.0' APROA EL -4.0' Niels NOTE; EXISTING ELEVATION DATA WAS COLLECTED P.C. IN MAY 2022 USING RTK GPS AND TIDE STATION 8656483, MOREHEAD CITY HARBOR BY QUIBLE & ASSOCIATES, DATUM IS BASED ON NOAA N.T. S II"I',���ImII.mat : N.T. S WAD UNI[T D I :TAIIl . 108" 7.0' z 0 V n Fy U Z � W O V) > w to w 0 O:f o z g U g I m m m 0 m Ld z z N Q W m 0 0 0 W W Y 0 W Of 2 U Q Z V O Lu 11 W oc a W 0 o cc p LL = Q a H J Z Lu N.I � Q U W Q j F- Q z ., Ld U z W IY W Li W IY IL W Y Q (n w 0 z 0 z Q U) z O U) z Ld 0 C� z Q 0 2 I- W J Q U U) I- O z O 0 0 � U z a U 0 W O N z Q '� zQ u Z OMO a Q O � • ()� O O mU0O0 W _ rl� O w U) xm 0-1 BOLL z LO 0 0O z O J rn ow � mQ o0 2 �U� ai c 0 a DRMP NC, Inc. MCA ROB ��� �.•''pF ES S /p'••;�9 � '; i SEAL 9� 044113 FNG IC �� .: '���'%•....• •N�... Ryan P. Mitchell, P.E. State of North Carolina PROJECT NO.: 19-0501.001 SCALE: N.T.S DATE: SEPTEMBER 2022 DRAWING: