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HomeMy WebLinkAboutOak Island Renourishment Project_Appendix A - Permit DrawingsBRUNSWICK COUNTY I OAK ISLAND RENOURISHMENT PROJECT 2019/2020 DI N OAK ISLAND, NORTH CAROLINA 7PQ�L�' , TOWN OF OAK ISLAND 4601 E. OAK ISLAND DRIVE ^ _ OAK ISLAND, NC 28465 `qR HE CAR��., PITT HYDE BEAUFORT O LENOIRy19 P o6 4 PAMLICO S JONES 4 CRAVEN �F ONSLOW C �0 s - • y 4P BEAUFORT BOGUE INLET CAPE PENDER INLET LOOKOUT NEW RIVER INLET O� v C �aew H OVER ,�5;1 U O C BRUNSWICK P Al LONG B A Y CAPE FEAR w PROJECT AREA VICINITY MAP NTS BRUNSWICK COUNTY �C,, ONSLOW BAY SOUPHPOR PSUPPLyRD SHALLOTTE D VARNAMTOWN 4W� J{" egg (((fff)))))) °flSOUTHPORT SUNSETBEACH HOLDEN BEACH LOCKWOODS OAK ISLAND Y SH LTTE FOLLYINLET INLET INLET CASWELL BEACH OCEAN ISLE BEACH TUBBSINLET LONG BAY BALD HEAD ISLAND PROPOSED RENOURISHMENT AREA, SEE PROJECT MAP ON SHEET C-100 PROPOSED BORROW AREA. SEE PROJECT MAP ON SHEET C-100 AT LANTIC O CEAN LOCATION MAP NTS C D 0 U W F H W 0a W U W = y � N U= N W R n'o O m W V 2 Z TN O Y Z a O W O a� E � r �o kQ E "o 0 �zq �wW a O � c O `o E 4 SEAL E g INDEX OF DRAWINGS INDEX NO. SHEET NO. I SHEET TITLE GENERAL 1 G-001 COVER SHEET 2 G-002 DRAWING INDEX 3 G-003 ABBREVIATIONS & LEGEND 4 G-004 KEY PLAN CIVIL 5 C-100 PROJECT MAP AND KEY PLAN 6 C-101 SITE PLAN 1 OF 14 7 C-102 SITE PLAN 2 OF 14 8 C-103 SITE PLAN 3 OF 14 9 C-104 SITE PLAN 4 OF 14 10 C-105 SITE PLAN 5 OF 14 11 C-106 SITE PLAN 6 OF 14 12 C-107 SITE PLAN 7 OF 14 13 C-108 SITE PLAN 8 OF 14 14 C-109 SITE PLAN 9 OF 14 15 C-110 SITE PLAN 10 OF 14 16 C-111 SITE PLAN 11 OF 14 17 C-112 SITE PLAN 12 OF 14 18 C-113 SITE PLAN 13 OF 14 19 C-114 SITE PLAN 14 OF 14 20 C-115 BORROW AREA PLAN VIEW 21 C-301 BORROW AREA CROSS SECTIONS 22 C-302 TYPICAL CROSS SECTIONS GENERAL NOTES: 1. ALL BEACH FILL, DREDGING AND PLANTING WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL PLACE THE PERMIT PLACARDS ON THE JOB SITE AND SHALL COMPLY WITH ALL TERMS OF THE PERMITS PERTAINING TO THE PERFORMANCE OF THE WORK. SEE THE TECHNICAL SPECIFICATIONS. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING WORK. NOTIFY OWNER OF DISCREPANCIES. 4. ALL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS OF CONSTRUCTION AND ERECTION OF STRUCTURAL MATERIAL ARE THE CONTRACTORS RESPONSIBILITY. 5. THE CONTRACTOR SHALL, ON A DAILY BASIS, REMOVE FROM THE SITE ANY EXCAVATED MATERIAL OR DEBRIS. DISPOSAL OF THE MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL DEBRIS SHALL BE DISPOSED OF IN A PERMITTED LANDFILL. 6. THESE PLANS ARE INCOMPLETE WITHOUT THE PROJECT TECHNICAL SPECIFICATIONS. IF THERE ARE CONFLICTS BETWEEN THE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL ALERT THE OWNER AND ENGINEER. THE TECHNICAL SPECIFICATIONS SHALL TAKE PRECEDENCE. 7. THE STAGING AND ACCESS AREAS SHOWN ON G-004 ARE OWNED BY THE TOWN OF OAK ISLAND. COORDINATION WITH THE TOWN MANAGER SHALL BE REQUIRED BEFORE USE. FOR THE STAGING AND ACCESS AREAS, THE POINT OF CONTACT IS: MR. DAVID KELLY TOWN MANAGER TOWN OF OAK ISLAND 4601 EAST OAK ISLAND DRIVE OAK ISLAND, NC 28465 (910)201-8002 dkelly@ci.oak-island.nc.us 8. STAGING AND ACCESS AREAS SHALL BE MAINTAINED BY THE CONTRACTOR. STAGING AND ACCESS AREAS SHALL BE CLEARED OF DEBRIS AND CONTRACTOR INSTALLED AMENITIES AT THE COMPLETION AND ACCEPTANCE OF WORK IN THE AREA. THE CONTRACTOR SHALL RESTORE THE STAGING AND ACCESS AREAS TO THEIR ORIGINAL CONDITION AFTER WORK IN THE AREA IS COMPLETE. THIS WORK INCLUDES REPLACEMENT OF FENCING, SIGNS, SAND FENCE, BEACH VEGETATION, WALKWAYS, DUNES, DUNE VEGETATION, PARKING FACILITIES, PAVED AREAS AND OTHER MISCELLANEOUS ITEMS. ALL REPLACEMENT MATERIALS SHALL BE APPROVED BY THE OWNER BEFORE INSTALLATION. 9. UNLESS OTHERWISE APPROVED BY THE OWNER, EXCESS EQUIPMENT MAY ONLY BE STORED IN APPROVED STORAGE/STAGING AREAS OR TEMPORARY AREAS IN THE IMMEDIATE VICINITY OF THE BEACHFILL PLACEMENT SITE. THE OWNER RESERVES THE RIGHT TO LIMIT SUCH AREAS AS DEEMED NECESSARY. OPERATION OF GRADING AND OTHER CONSTRUCTION EQUIPMENT WILL NOT BE PERMITTED OUTSIDE THE WORK AREA LIMITS EXCEPT FOR INGRESS AND EGRESS OF THE SITE AT APPROVED LOCATIONS. THE STACKING OF DISCHARGE PIPES IN LAYERS EXCEEDING TWO PIPES HIGH SHALL BE PROHIBITED IN ANY OF THE STORAGE OR STAGING AREAS INCLUDING THE TEMPORARY AREAS. 10. ANY EXISTING SIGNS, FENCES, OR OTHER STRUCTURES WITHIN THE WORK LIMITS SHALL BE PROTECTED AND/OR REMOVED AND LATER REPLACED BY THE CONTRACTOR AS DIRECTED. 11. THE PLANE COORDINATES AND BEARINGS SHOWN FOR THE DREDGING SURVEYS ARE BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM 83 (NAD 83). 12. ALL ELEVATIONS SHOWN ON THE DREDGING DRAWINGS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88). 13. THE BATHYMETRY PRESENTED ON THE DREDGING PLANS IS BASED ON A SURVEY COMPLETED IN JUNE 2019 BY GEODYNAMICS AND CAN ONLY BE CONSIDERED AS INDICATING THE CONDITIONS AT THAT TIME. 14. THE BATHYMETRY/TOPOGRAPHY PRESENTED ON THE BEACH FILL PLANS AND SECTIONS IS BASED ON A SURVEY COMPLETED IN JUNE 2019 BY TI COASTAL AND CAN ONLY BE CONSIDERED AS INDICATING THE CONDITIONS AT THAT TIME. 15. THE MEAN HIGH WATER ELEVATION AND MEAN LOW WATER ELEVATION SHOWN ON THE BEACH FILL DRAWINGS AND BELOW ARE BASED ON NOAA TIDAL DATUMS AT THE OAK ISLAND, ATLANTIC OCEAN, NC STATION. MEAN HIGH WATER (MHW) 1.8 1.8' NAVD 88 MEAN TIDE LEVEL (MTL) -0.6 2.9' MEAN LOWER WATER (MLW) -2.9 BID QUANTITIES 1. THE FOLLOWING ESTIMATES OF SAND QUANTITIES REQUIRED FOR THE PROJECT ARE: BEACH RESTORATION 846,000 CY 2. THE FOLLOWING ESTIMATES OF PLANTING QUANTITIES REQUIRED FOR THE PROJECT ARE: DUNE PLANTING 78, 500 SY 11111 7211001101 el 1. ALL DREDGING SHALL BE PERFORMED WITHIN THE LIMITS OF THE PERMITTED DREDGING AREA AS SHOWN IN THE DRAWINGS. 2. PIPELINE CORRIDOR SHALL BE DELINEATED WITH BUOYS BY THE CONTRACTOR IN THE PRESENCE OF THE OWNER BEFORE PLACEMENT. 3. A POST -DREDGE SURVEY OF THE BORROW AREA SHALL BE COMPLETED BY AN INDEPENDENT PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF NORTH CAROLINA, COORDINATED AND PAID FOR BY THE CONTRACTOR TO STANDARDS OUTLINED IN THE TECHNICAL SPECIFICATIONS. RFACH FII I 1. ALL SAND EXCAVATED FROM THE BORROW AREAS SHALL BE TRANSPORTED TO, AND DEPOSITED ON, THE BEACH BETWEEN THE LINES, GRADES, AND CROSS -SECTIONS SHOWN ON THE DRAWINGS. 2. AFTER NOTIFICATION BY THE CONTRACTOR OF THEIR INTENT TO COMMENCE DREDGING AND SAND PLACEMENT, A CURRENT BEACH SURVEY WILL BE PERFORMED BY THE OWNER. THE CONTRACTOR SHALL NOTIFY THE OWNER AT LEAST 4 WEEKS PRIOR TO THE COMMENCEMENT OF BEACH FILL PLACEMENT. THE UPDATED BEACH SURVEY WILL BE USED TO ADJUST THE LIMITS AND GRADE LINES TO MEET THE FILL DENSITIES PROVIDED WITH THE SECTIONS ON SHEETS C-302. 3. SAND SHALL BE PLACED WITHIN THESE LIMITS AND GRADE LINES AS PRACTICALLY AS POSSIBLE. TOLERANCE SHALL BE WITHIN ±0.5 FOOT FOR BERM ELEVATION AND WIDTHS OUT TO THE MEAN TIDE LEVEL (MTL). PAYMENT WILL BE MADE FOR THE CY/FT SHOWN ON THE PLANS WITH A TOLERANCE OF ±10 % . EVERY ATTEMPT WILL BE MADE BY THE CONTRACTOR TO FILL WITHIN THE PRESCRIBED TEMPLATE. SEE TECHNICAL SPECIFICATIONS. THE BEACH FILL SHALL BE PLACED BY REACH FROM EAST TO WEST. 4. THE OWNER MAY MAKE ALTERATIONS IN THE PLAN DIMENSIONS, GRADE OF SLOPES, OR VOLUME OF FILL PER FOOT OF BEACH IN ORDER TO ACCOUNT FOR CHANGED CONDITIONS SINCE THE TIME OF THE EXISTING CONDITIONS SURVEY. THE CONTRACTOR SHALL WORK CLOSELY WITH THE OWNER TO ENSURE THAT THE TOTAL QUANTITY OF SAND ALLOWED UNDER THE CONTRACT IS PLACED AS EFFECTIVELY AS POSSIBLE. 5. CONTRACTOR SHALL TAKE CARE TO GRADE THE DUNE AND BERM SO THAT PONDING LANDWARD OF THE CRESTS IS MINIMIZED. 6. EXISTING WALKWAYS SHALL REMAIN AND NOT BE DAMAGED BEYOND CURRENT CONDITIONS. ANY ADDITIONAL DAMAGE WILL BE REPAIRED OR REPLACED AT THE CONTRACTORS COST AS DIRECTED BY THE OWNER OR THE ENGINEER. FILL SHALL BE PLACED COMPLETELY UNDERNEATH AND/OR AROUND STRUCTURES. 7. CONTOURS FOR THE BEACH FILL PLANS ARE SHOWN AT 1 FT INTERVALS. 8. PRE- AND POST -CONSTRUCTION SURVEYS OF THE BEACH AREA SHALL BE COMPLETED BY AN INDEPENDENT PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF NORTH CAROLINA, COORDINATED AND PAID FOR BY THE CONTRACTOR. TRANSECTS SHALL BE AT 100-FOOT INTERVALS. ADDITIONAL ELEVATIONS SHALL BE TAKEN AS NECESSARY TO ACCURATELY REPRESENT TOPOGRAPHY OF THE BEACH AREA. 9. BEACH FILL SLOPES CALLED OUT ON PLANS ARE HORIZONTAL: VERTICAL. 10. SEE TECHNICAL SPECIFICATION FOR ADDITIONAL PLACEMENT REQUIREMENTS. 11. THE CONTRACTOR SHALL PROVIDE TEMPORARY SAND RAMPS OVER THE PIPELINE FOR PEDESTRIAN AND EMERGENCY VEHICLE ACCESS ALONG THE BEACH. THE MAXIMUM DISTANCE BETWEEN THESE TEMPORARY SAND RAMPS SHALL BE 500 FEET. THESE TEMPORARY SAND RAMPS SHALL BE LEVELED ONCE THE PIPELINE HAS BEEN MOVED. THE CONTRACTOR SHALL ALSO CONSTRUCT A BARRIER TO KEEP THE PUBLIC AT LEAST 250 FEET FROM THE DISCHARGE PIPE IN BOTH DIRECTIONS UP AND DOWN THE BEACH. SEE THE TECHNICAL SPECIFICATIONS. E IR U w z O zm � a 01 U W Y � U = 0� z n D0 m z m¢ z J Y 0 X Lu 0 z 0 z Q tr � � o lw 0 0 o �o T�z E m r rc� iq �8 a ^< o � c o o E SEAL Sheet s FOR PERMITTING Reference No. ISSUED:2019-08-16 G_002 E NOT TO BE USED FOR CONSTRUCTION INDEX: 2 OF 22 ti �1 � ABBREVIATIONS CY CUBIC YARDS No. NUMBER FT FEET OR FOOT TYP TYPICAL MHW MEAN HIGH WATER WP WORK POINT MLW MEAN LOW WATER fQ BASELINE E MTL MEAN TIDE LEVEL @ AT NAD NORTH AMERICAN DATUM - APPROXIMATELY NAVD NORTH AMERICAN VERTICAL DATUM NOAA NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION LEGEND EXISTING PROPOSED - - - - - - - - MEAN HIGH WATER LINE - - - - - - - - - MEAN LOW WATER LINE ----- MEAN TIDE LEVEL LINE - - - - - - - PROPERTY LINE D — — — - MAJOR CONTOUR - - - - - - - - - - - MINOR CONTOUR FILL SLOPE LIMIT ---------------------- FILL SLOPE BREAK - — — — — — — - CONSTRUCTION BASELINE WORK POINT �e WP-## {Z} NGS STATION NAME NN 0 ■ SHEET TYPE DESIGNATORS 0 I GENERAL (COVER SHEET, LEGEND, NOTES) 1 PLANS (HORIZONTAL VIEWS) 2 ELEVATIONS (NOT TYPICALLY USED) 3 SECTIONS (OVERALL VIEWS) 4 LARGE-SCALE VIEWS (PLANS, SECT. OR ELEV. - NOT DETAILS) 5 DETAILS (MAY BE PLAN, SECT. OR ELEV. VIEWS) 6 SCHEDULES 7 USER DEFINED 8 USER DEFINED 9 3D ISOMETRIC DISCIPLINE DESIGNATORS DISCIPLINE DESIGNATOR GENERAL G SURVEY/MAPPING V GEOTECHNICAL B CIVIL WORKS W CIVIL C STRUCTURAL S MECHANICAL M ELECTRICAL E OTHER DISCIPLINES X SECONDARY DESIGNATORS DEMOLITION D GENERAL G SUBSTRUCTURE B FRAMING F COMPONENT C SITE S LEGEND VIEW NUMBER VIEW NUMBER M SAMPLE VIEW TITLE A3 CS-555 SCALE: 1"=50' SF-123 SHEET NUMBER VIEW SHEET NUMBER VIEW REFERENCED TO REFERENCED TO VIEW TITLE DETAIL CALLOUT VIEW NUMBER C4 C4 G-101 � G-101 SHEET NUMBER VIEW REFERENCED TO SECTION CALLOUT SECTION CALLOUT WITH JOG �r SA123 KEYED NOTE DETAIL CALLOUT WITH VIEW NUMBER IS BASED ON THE (DACS) LOCATION OF THE LOWER -LEFT EXTENTS OF THE VIEW ON THE REFERENCED SHEET. WHEN REFERENCING DRAWING INFORMATION BETWEEN SHEETS, BOTH THE VIEW AND SHEET NUMBERS MUST BE QUOTED TOGETHER - EITHER IN A CALLOUT FORMAT AS SHOWN ABOVE OR IN THE FORM; "VIEW NO./SHEET NO.- (EG Al/CS-5001) 1 2 3 4 5 D ;7D Y U C C o DRAWING AREA Lu Lu B B F A A 1 1 2 3 4 5 DRAWING AREA COORDINATE SYSTEM (DACS) Sheet Reference Number: SF-102 SHEET DESIGNATOR SHEET TYPE SHEET SEQUENCE D 0 U w «y 0a Z oz OD H Y i Q W U N_ w ¢ W W cc J �00 co mw a 0 Z N_ Y 0 E � a o 0 m o A � _ o _ S 0 .o Tpz E 50 �E o� Iz� �q MAW ol� a$ a O z o � c O `o E Sheet FOR PERMITTING Reference No. ISSUED: 2019-08-16 G-003 NOT TO BE USED FOR CONSTRUCTION C INDEX: 3 OF 22 SHEET C-114 E 0 0 0 0 0 0 � o u� 01111111 I I I �T C-106 STAGING AREA SHEET C-113 SHEET C-112 cill - SHEET C-111 SHEET C-105 STAGING AREAS- oE_--F-_- SHEETC-104 O O M + h � M � B1 KEY PLAN G-004 SCALE: 1"=1000' Hm ATLANTIC OCEAN SHEET C-110 t, „4 B5 PROJECT GEODETIC c-ooa CONTROLTIONS SHEET C-102 STAGING -�--� AREAS 0 N o M + O SHEET -103 SH= 701 SHEETC-109 SHEETC-108 STAGING AREA SHEETC,707 0 0 SHEETC-106 _ 0 0 7 ++ co M I I I I I I I E OAK ISLAND DRIVE NGS MONUMENT LONG BEACH AZ MK Lu h -r h Z NGS MONUMENT RED - 1 B5 PROJECT GEODETIC CONTROL STATIONS G-004 SCALE: 1"=160' MONUMENT NORTHING EASTING ELEVATION LONG BEACH AZ MK 60475.50 2271271.11 17.82 RED 60209.52 2271232.70 13.23 NOTES: 1. SEE SHEETS C-101 THRU C-114 FOR A MORE DETAILED VIEW OF ACCESS/STAGING AREAS. 2. CONTRACTOR SHALL BEGIN PROJECT AT STATION 300+00 AND MOVE WEST. 80' 0' 80' 160' SCALE: 1 "=160' 500' 0' 500' 1000' IR B z J a } W Y a � o ❑ m - 0 A �o 2 U a W 2 g �E wl �zN iq iota ol� �8 a" ^< o t � c `o `o E N SCALE: 1 "=1000' ® Sheet FOR PERMITTING Reference No. ISSUED: 2019-08-16 G_004 NOT TO BE USED FOR CONSTRUCTION INDEX: 4 OF 22 C y L4= OAK ISLAND 1il1111111 Hm ST. JAMES LONG BEACH TOTAL FILL LENGTH = 21,000 FT TOTAL FILL VOLUME = 795,000 CY ATLANTIC T CAPE FEAR \ \ \ \ BFACN FORT CASWELL OCEAN Wi \ MI ZONE 1 ZONE 2 JAY BIRD SHOALS ZONE 3 PROJECT BORROW AREA SEE SHEET C-115 FOR DETAILED INFORMATION NOTE: 1. OFFLOADING STATION AT BEACH NOURISHMENT SITES SHALL BE USED TO PUMP DREDGED MATERIAL ONTO BEACH. THIS STATION SHALL MOVE EAST OR WEST AS THE NOURISHMENT PROJECT IS COMPLETED. DREDGED MATERIAL SHALL BE TRANSPORTED FROM THE BORROW AREA DIRECTLY BY THE DREDGE AND OFFLOADED AT THIS LOCATION. CONTRACTOR SHALL PROVIDE MAP OF PROPOSED OFFLOADINGS STATIONS AND PIPELINE IN ACCORDANCE WITH PERMITS, SEE TECHNICAL SPECIFICATIONS. 2000' 0' 2000' 4000' SCALE: 1"=4000' 0 D O } U W w y Za Z 0. Q Yw aZ = Q J U 3N a H mZ W m w ¢ � p ❑ 0. a J a N 0 B � � o 0 0 o T I m g o �E �s I mq mop �s o t `o `0 E SEAL Sheet FOR PERMITTING Reference No. ISSUED: 2019-08-16 C_100 NOT TO BE USED FOR CONSTRUCTION C INDEX: b OF 22 (91 Z c O 0 -n m v,0 ZJ mcn m-0 0 vvm P In m 0 �O O CD N rn x 8 ^z n UJ 1 0 Z mm X .Zl m ;' (n i � m O O m i Z O N Fite Ilmne.netlprojects T MATCH - SEE SHEET C-102 .T I�_ _ �T_ 4 7-7 ,-. I I I, 1 TOWN OF' t i OAK ISLAND I I I II I I i STATE F I NORTH Ox I 01 O I p I C(aI�PLLNA --- � I� II I I1 I mi D x m m I I ' 171 rn 11 ,", 4700 FALLS OF THE NEUSE ROAD, STE Oesi9netl by: BPG Dale: 2019-08-13 Rev. 0 - 300 PALEIGH, NC 27609 own by: Ckd by: MBN Project No. m OffOtt & nichol 919-781-4626 GE KEF 10121-11 Reviewed by MAP Drawing code: Sebmitledby: SUBMITTERS NAME Drawing S.I. MOFFATT & NICHOL Pblecale: 1:1(DSHEET) Z� i0� T 1 m, I SI LORE I i D01 In 20H:1V I 0 I z DiZ �D � OIL 'D l l OIL r1m I ZIO DiZ 1 �11 j 'D 0m --- b 1 - -- - - DiZ SE 59th ST I �I 10 �= I r v m I m m III it m '�Dmi Oz, I O D= n'. IT I I I I II I III I I I I I I I I 1 I I l IFUNSTON LAND 1 & TIMBER LLC 1 0 miX 0I 1 ' i O .' 0 m izp I loI mD I MIM Z I�0 I i � iGD I *'� iAA 50 imp I � 0 I I i= 0 x Z m 1 I )PE I' i I SE 61 st ST 1,1V I I I i TOWNES PROPERTIES ' 1 TOWNES PROPERTIES I I I i ' ' i TOWNES PROPERTIES i I ' I I I ADDIE R & JOHN F ITOWNES GUSHUE D I ! 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BPG Dale: 2019-08-13 Rev. 0 - 300 RALEIGH, NC 27609 own by: Ckd by: MBN Project No. m OffOff & nichol 919-781-4626 GE I KEF 10121-11 Reviewed by MAP D—me cede: Sebminetl by: SUBMITTER'6 NAME Drewin9 style: MOFFATT B NICHOL Pblecale: 1:1(DSHEETI BRUNSWICK COUNTY OAK ISLAND RENOURISHMENT PROJECT 2019/2020 111; Plotted 91612019 10.46 a.m. by ESP/NO, GU/LLERMO; Saved 91612019 f0.35 a.m. by GESP/NO SITE PLAN 11 OF 14 o� ISSUED FOR PEMUING a W n v m MATCH - SEE SHEET C-113 i _� __ i'_R_OB'E_ j" - 11 A'ET SANDRA B I SITTERLEY �I 1 I II (,,TRUSTEE Lill I II II I. III �LFFHERIMANN- I ��--- I, II I iI�R'I',CARdII I -- �---- I "I -Tl o i I II rr WRENN WILIAM p I III I i THOMAS ETALS, m�- ° R�' �--- ENfiA I' I I I �p II I I II TMB, I I I'I Im O I I ILL L I I'' Cai it O I m I II x -- i m -- ACI ON A I�------ x I DERICK ETUX m r `< BARBARA -- 14 I� ` i W11HgN STEVE W li I I i ETUX'WISHON I II i I I f I IUIIE14 I,! 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I oIV 7141N 1. , { I II x � ' I PI6TROf AR I 1 I r 111�IOHAELIG I' +� IT! it - and IPL W 1 j { SHANE PETER mM i ET MARTHA ! tI CHAMALLAS O m { GRAHAM --I v) STEPHEN G ETUX v I II KAREN A I I,IYAF''ITERESITAP�Ii I�-- -----� SLOPEI 20H:1V {I y ! t' I, I + I {IiM9 A RQPERI A R I fTUX;SANDIRA B- I I'i1 I I _ - I MATCH -SEE SHEET C-112-- n v m 4700 FALLS OF THE NEUSE ROAD, STE Desil by. BPG Dale: 2019-08-13 Rev. 0 - 300 RAEIGH, NC 27609 Ckby: M&N ProjcNo.moffatt 9 & nichol 19-7 GE I KEF 10121-11 Pa i— by: MAP D—mg -tle: Sebmitletl by: SUBMITTER'6 NAME Drewin9 Scale: MOFFATT & NICHOI- Pbl scale: 1:1(D SHEET) BRUNSWICK COUNTY OAK ISLAND RENOURISHMENT PROJECT 2019/2020 113; P/i 91612019 10.46a.m. by ESP/NO, GUILLERMO; Saved, 91612019 1038 a by GESP/NO SITE PLAN 13 OF 14 o� ISSUED FOR PEMUING AI m (91 Z O O 01 m v,0 ZJ mcn m n vvm P 0 C, m c� �o O6 N rn N 90 O x 8 ^z n UJ 1 O Z Om X 7J D T f (D O 1 m A z O N Fi/e� Ilmne.netlprojects in w 4700 FALLS OF THE NEUSE ROAD, STE Designed by. BPG Dale: 2019-08-13 Rev. 0 - 300 PALEIGH, NC 27609 own by: Ckd by: MBN Project No. m OffOff & nichol 919-781-4626 GE KEF 10128-01 Reviewed by MAP Ding code: S—ild by: SUBMITTER'6 NAME D—ing Scale: MOFFATT B NICHOL Pbl scale: 1:1(D SHEET) v BRUNSWICK COUNTY OAK ISLAND RENOURISHMENT PROJECT 2019/2020 SITE PLAN 14 OF 14 114; P/otted� 91612019 10.46a.m. by ESP/NO, GUILLERMO; Saved, 91612019 10.36a.m. by GESP/NO 0 x v m i 1 I H D O D 0 O co Dm v ny I� ,zo gv I - m o� ISSUED FOR PEMUING AI NJ N- r;IF U. A Nl' A---JB-19 -JY--�>Z-k'4XJB= O rn ZONE 3 I o I+ T tl / i EL -27' o 0 JB-09A iy /' JB-10 J 1 B- N }o J, -16A JB-15 JB-14A 0 M 1 tI I }+ K I can 0+00 10+00 20+00 30+00 40+00 50+00 LEGEND A0 PROPOSED BORROW AREA CONTROL POINT JB-#0 JAYBIRD SHOALS VIBRACORES ® JAY BIRD SHOALS BORROW AREA El MIN 50' BUFFER EITHER SIDE OF THE MAG ANOMALY ---- MAG ANOMALY JAY BIRD SHOALS VIBRACORES COORDINATE TABLE POINT NORTHING EASTING A 48860.91 2286099.73 B 48860.91 2290099.73 C 47860.91 2290099.73 D 47857.74 2287099.73 E 47360.91 2287099.73 F 46854.57 2287604.15 G 46854.89 2288099.73 H 46855.61 2289734.56 1 46856.06 2289974.37 J 46856.16 2290099.73 K 43856.16 2290099.73 L 43856.16 2289099.73 M 44354.57 2289099.73 N 45356.15 2288101.32 O 45565.66 2287892.48 P 45667.35 2287791.65 Q 46860.91 2286599.73 R 46860.91 2286099.73 S 45860.91 2286099.73 T 45860.91 2285099.73 U 47860.91 2285099.73 V 47860.91 2286099.73 JAY BIRD SHOALS VIBRACORES COORDINATE TABLE POINT NORTHING EASTING JB-01 47360.59 2286596.46 JB-02 47353.14 2287596.89 JB-03A 47352.99 2288596.24 JB-04A 47353.46 2289594.06 JB-05 46359.73 2286605.98 JB-06 46354.62 2287598.32 JB-07 46351.51 2288605.83 JB-08 46352.65 2289609.75 JB-09A 45360.59 2286606.37 JB-10 45354.27 2287598.25 JB-11A 45357.10 2288592.58 JB-12 45348.52 2289595.11 JB-13 44354.30 2289602.14 JB-14A 44365.30 2288598.53 JB-15 44361.78 2287596.08 JB-16A 44355.91 2286597.20 JB-17 46356.27 2285603.09 JB-18 47361.47 2285602.67 JB-19 48358.73 2285596.76 JB-20 48360.94 2286596.56 JB-21 48360.80 2287600.43 JB-22 48363.69 2288600.72 JB-23 48362.99 2289602.58 500' o' 500' 1000' ccnl r. 1--_lnnro D O c~i w ap Z Q J Zm a 0a0. U w Q � U = Q LU N > Q O n'o mcc mw cc m o z O m N 0 2 h C 6 B � a G m S o A � o 0 3 z E E O �E rcg Iz� iq IUn ojg ^< o t c `o `0 E 4 sEA� N- 10 0 -10 p -20 -30 -40 -50 -60 H- 105+00.00 10 10 0 0 EXISTING GROUND 10 -10 -20 - --- — — — — — — — — — --- -20 -30 -30 BORROW AREA -40 ZONE 1 EL -26 40 -50 1 1 -50 -5000 4000 -3000 -2000 -1000 0 55+00.00 0 EXISTING GROUND SLOPE TRANSITION BETWEEN -1C — — — ZONE 2 AND ZONE 3 — — — — -30 BORROW AREA BORROW AREA MIN 50' BUFFER EITHER SIDE OF ZONE 3 EL -27 �0 ZONE 2 EL -31 T IE MAG ANOMALY -50 sn -7000 -6000 -5000 -4000 -3000 -2000 -1000 0 30' 0' 30' 60' VERTICAL SCALE: 1"=60' 300' 0' 300' 600' I-I(1Q170KITAI Qr AI F• 1"=AOn' Iq U N W �0 O �a Uy 0. ¢ Lu Z O U = N Q H 2 n 00 O W N ¢ Z m W [[ o Q O m N 2 O h a C E B 0 o �o 2 U Cg iq IUn ojg 6 t Im `o `o E 4 SEAL d 0M LD 20 PLANTING OCCURS ON CREST AND BACK SLOPE DUNE TOP EL +13.5' ON EACH SECTION DUNE WIDTH 6.0' 15 EXISTING GROUND J BERM SLOPE BREAK EL+7.0' 10 ?OH:1V --—— — — — — —— MHW+1. Z._— p 1EE — — — — — MTL -0.6' _— — — MLW -2r- -5 10 — 15 20 0 -100 -200 -300 -400 -500 -600 TYPICAL BEACH SECTION WITH DUNE (13.5' NAVD88) (STATIONS 400+00 - 420+00) LO PLANTING OCCURS ON 20 CREST AND BACK SLOPE DUNE TOP EL +14.5' ON EACH SECTION DUNE WIDTH 6.0' 15 J EXISTING c�Z BERM SLOPE BREAK EL+7.0' 10 GROUND 5 ?0/1;1V —MHW+L -jz p _ — — — MTL -0.6' y— MLW -2.9' v -5 10 15 90 J -IUU -LUU -JUU -9VV -JVV TYPICAL BEACH SECTION WITH DUNE (14.5' NAVD88) (STATIONS 340+00 - 390+00, 430+00 - 450+00) L5 PLANTING OCCURS ON 20 CREST AND BACK SLOPE DUNE TOP EL +14.0' ON EACH SECTION DUNE WIDTH 6.0' 15 J 5�^ BERM SLOPE BREAK EL+7.0' 10 EXISTING GROUND ?OH:1V ___________ MHW+1.8' 0 _ — — — — — it MTL -0.6' — — \ -2.9' - -5 10 — — 15 20 0 -100 -200 -300 -400 -500 TYPICAL BEACH SECTION WITH DUNE (14.0' NAVD88) (STATIONS 300+00 - 330+00, 460+00 - 500+00) 25 20 15 10 5 0 -5 -10 -15 -20 25 20 15 10 5 0 -5 -10 -15 -20 25 20 15 10 5 0 -5 -10 -15 -20 10, 0' 10, 20' VERTICAL SCALE: 1"=20' 50' 0' 50, 100, I-I(1Q170KITAI QrAI F• 1"=101)' D 0 w �'0 ti z m cn a O cn 0. ccz Yw U_O 2m a~ o, m U w N m z z m w m z N 0 h N B � a o 3 2 U E Q E Do r 0g Iz� xo inn 6 t c `o `0 E