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HomeMy WebLinkAboutAppendix A - Permit DrawingsAPPENDIX A PERMIT DRAWINGS 4 `I OAK ISLAND RENOURISHMENT PROJECT 2021/2022 0� r1� OAK ISLAND, NORTH CAROLINA � SOWN Of OPK ISLq v "A TOWN OF OAK ISLAND 4601 E. OAK ISLAND DRIVE OAK ISLAND, NC 28465 CAR `�RT�ktf) IULY ��Yy9' PITT HYDE BEAUFORT O LENOIRN,1{9 4` O� 4 �' PAMLICO JONES 4 CRAVEN ONSLOW �C ¢ P BEAUFORT 4 BOGUE INLET CAPE PENDER INLET LOOKOUT NEW RIVER INLET O� New H OVER �S�' O O V BRUNSWICK P LONG B A Y CAPE FEAR w PROJECT AREA VICINITY MAP NTS BRUNSWICK COUNTY N `�� ONSLOW BAY SO��ORT SUPPL PROPOSED RENOURISHMENT Yid SHALLOTTE AREA, SEE PROJECT D MAP ON SHEET G-004 VARNAMTOWN qq4.W F� °flSOUTHPORT SUNSETBEACH HOLDEN BEACH LOCKWOODS OAK ISLAND SHALLOTTE FOLLYINLET INLET CASWELL BEACH OCEAN ISLE LONG BAY BEACH TUBBSINLET PROPOSED CENTRAL REACH BORROW AREA, BALD HEAD ISLAND SEE PROJECT MAP ON SHEET G-004 ° PROPOSED JAY BIRD SHOALS BORROW AREA, SEE PROJECT MAP ON SHEET G-004 ATLANT I C O C EAN LOCATION MAP NTS c IN N N N W O N ZLLI Nct W (/] ~ U W a 2 U Na Y O z E 0 a & m E I E m �N �x ag c O � c O `o E 4 SEAL �n INDEX OF DRAWINGS INDEX NO. SHEET NO. I SHEET TITLE GENERAL 1 G-001 COVER SHEET 2 G-002 DRAWING INDEX AND GENERAL NOTES 3 G-003 ABBREVIATIONS & LEGEND 4 G-004 PROJECT MAP 5 G-005 STAGING AND SURVEY CONTROL CIVIL 6 C-100 KEY PLAN 7 C-101 SITE PLAN 1 OF 18 8 C-102 SITE PLAN 2 OF 18 9 C-103 SITE PLAN 3 OF 18 10 C-104 SITE PLAN 4 OF 18 11 C-105 SITE PLAN 5 OF 18 12 C-106 SITE PLAN 6 OF 18 13 C-107 SITE PLAN 7 OF 18 14 C-108 SITE PLAN 8 OF 18 15 C-109 SITE PLAN 9 OF 18 16 C-110 SITE PLAN 10 OF 18 17 C-111 SITE PLAN 11 OF 18 18 C-112 SITE PLAN 12 OF 18 19 C-113 SITE PLAN 13 OF 18 20 C-114 SITE PLAN 14 OF 18 21 C-115 SITE PLAN 15 OF 18 22 C-116 SITE PLAN 16 OF 18 23 C-117 SITE PLAN 17 OF 18 24 C-118 SITE PLAN 18 OF 18 25 C-119 JAY BIRD SHOALS BORROW AREA 26 C-120 CENTRAL REACH BORROW AREA 27 C-301 BORROW AREA CROSS SECTIONS 28 C-302 BORROW AREA CROSS SECTIONS 29 C-303 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 C-100 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 SEPTEMBER 2019 AND FEBRUARY 2020 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 1,164,000 CY 2. THE FOLLOWING ESTIMATES OF PLANTING QUANTITIES REQUIRED FOR THE PROJECT ARE: DUNE PLANTING 71,000 SY DREDGING 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. .yiTN:19111 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-303. 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 Aw- Z rn Q W w0 ❑ Z Z J �a Zw Z Q W ¢ C7 lw a - d - �o 2 U lz rcg wz� iq off°' �8 a ^< o t � c `o `o E SEAL 0 Sheet FOR PERMITTING Reference No. o ISSUED:2020-07-01 G_002 NOT TO BE USED FOR CONSTRUCTION � INDEX: 2 OF 29 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 V - MAJOR CONTOUR MINOR CONTOUR FILL SLOPE LIMIT ---------------------- FILL SLOPE BREAK - — — — — — — - CONSTRUCTION BASELINE WORK POINT �e WP-## {Z} NGS STATION NAME HE 0 ■ SHEET TYPE DESIGNATORS 0 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 11 USER DEFINED 9 13D 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 D F Z W A3 N SF-123 ... Ci z 0 _ W N Q W CC�- U 5 0 W W DETAIL CALLOUT WITH a o n J coLEADERS a Ill_ a Y a 0 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) C 1 2 3 4 5 D /D� Y U C C o AREA o cLu DRAWING B B F A A Ht�1 2 3F 4 5 DRAWING AREA COORDINATE SYSTEM (DACS) Sheet Reference Number: SF-102 SHEET DESIGNATOR SHEET TYPE SHEET SEQUENCE E lw a N d - o E .o 2 U mE 0g wz� �q a O z U C O `o E SEAL Sheet FOR PERMITTING Reference No. ISSUED: 2020-07-01 G-003 NOT TO BE USED FOR CONSTRUCTION C INDEX: 3 OF 29 h 0 a I V I AL I"ILL LCINU I rl = 1 t,DUU I' I j 5tt NU I t `\ TOTAL FILL VOLUME = 995,500 CY- — — \ \ J \ I \ \ ; 10, IN `\ ZONE \ \ `\ ZONE 2 \\ ZONE 3 \ ZONE ATLANTIC OCEAN CENTRAL REACH BORROW AREA, SEE SHEET C-120 T CgSwFCC JAY BIRD SHOALS `\ BORROW AREA, -- -- SEE SHEET C-119 ZONE 1 ZONE 2 ZONE 3 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. 2. POTENTIAL PLACEMENT AREA PREVIOUSLY PERMITTED UNDER CAMA #31-20 TO INCLUDE APPROXIMATE FILL LENGTH OF 4,300 FT AND FILL VOLUME OF 165,000 CY. THE VOLUME ASSOCIATED WITH THIS PLACEMENT AREA IS NOT INCLUDED IN THE TOTAL PROJECT VOLUME FOR THIS PERMIT MODIFICATION REQUEST. 2000' 0' 2000' 4000' z z w x O z w cc 0 z J N Y 0 0 N g 2 U E50 m rm L£ m E og I iq off°' �8 am o t U C `o `o E SEAL SCALE: 1 "=4000' 0 Sheet FOR PERMITTING Reference No. o ISSUED:2020-07-01 G_004 NOT TO BE USED FOR CONSTRUCTION C INDEX: 4 OF 29 NE KINGS LYNN RD W BEACH DR W PELICAN DR Lu O H w STAGING AREA A E BEACH DR Z F STAGING AREA — W - I.. S N } W N O cc yy H Lu Z U O O a < STAGING AREA 1 STAGING AREA 2 STAGING AREA 3 STAGING AREA 4 Y N NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE w v to Go Iq_m EDOLPHIN DR STAGING AREA 5 NOT TO SCALE .Ir KINGS LYNN Dp_ +"aw,,,, MONUMENT NORTHING EASTING ELEVATION LOCK 61226.24 2232959.41 4.92 W PELICAN D • W PELICAN DFf I� NGS MONUMENT WOLTZ I W DOLPHIN DR a ? W BEACH DR N MONUMENT NORTHING EASTING ELEVATION WOLTZ 61377.64 2248806.84 34.45 SURVEY CONTROL NOT TO SCALE NG WON bENff§E MONUMENT NORTHING EASTING ELEVATION RED 60209.52 2271232.70 13.23 B N lw a H o o 12, .11. zz mo rcg �z� iq a O t C `o `o E SEAL Sheet Reference No. FOR PERMITTING ISSUED: 2020-07-01 G_005 NOT TO BE USED FOR CONSTRUCTION NDEX. 5 OF 29 C h O m 14= 0- " —106 SHEETC-105 _ SHEET C_ 104 SHEET C-103 ATLANTIC OCEAN M_ 3 4 5 6 0 ISLq,vO SHEET C-110 SHEET C-109 SHEET C-108 SHEET C-107 - r SHEET C-113 "` SHEET C-112 ._ SHEET C-111 E ATLANTIC OCEAN SHEET C-102 g Fwl SHEET C-101 F7 B III M Z W 2 = N O � N Z N Z N J W a ¢ U } 0 W W Z ' Y QO J Na Y Q O 0 p z,o 2 U yE W F Cn jZry y =gym ug O L � c � a 0 E w I n v m MATCH - SEE SHEET C-102 (91 0 -n mv,0 c ZJ m m n vvm o cN:) m x N 0 CD N O O rn A 12 Z 0 G! i O Z Z O m x //n p k j T f N O O A ~ 1 Z O Fife.0AR4110128-0116 �'- o �I�I � 1�'ni11NO��4nHMWd,M �r� 111 �� ONd1S1 U O IVA tj I _ 1 r�oi r~i I" dv �I o IT, Z m D LAMP - IT l< 11• � I �I;II I I 9�40 �Md1 1 1 III;II' i ram_ 1111 1' 1 jlll; I I C 13 l'id II I Illllill I I I�1 ��r liill,l i�od�9 �,NMoil 111 I I�I IIIII,, i�-l; 1 I I I? Ill�lj I I I INANMp111 1 1 I � I � i�Ni II I I P Idti 1_ III II I 11 H� i �I�O NMOi 11 hll' II 1 j?I )2�3Wd�00W 1 I 1S I l i I' Ilillili i II, i __� i� I191!��('-�II���P\nnaFTUXgp,„ NJIIII DOS � III I� rI, S OFFIGERENTA�S} Z _--- Ilr IJITj� &F I HUFFMAN NIILLIAM C ET BETTY E 1 I -- m w 4700 FALLS OF THE NEUSE ROAD, STE Designed by. BPG Dale: 07-01-20 Re, 0 300 RALEIGH, NC 27609 own by: Ckd by: MBN Project No. moffoff & nichol 919-781-4626 BDF I KEF 10121-11 Reviewed by SRM Drewin9 code: ubmed by: [M�0�1"-= SR'S NAME Drewing Swle: B NICHOL Pbl scale: 1.1(D SHEET) ;Plotted 712812020242PU by MORGAN, NEKOL; Saved 7/24/20203.56PM by NMORGAN v OAK ISLAND RENOURISHMENT PROJECT 2021/2022 SITE PLAN 1 OF 18 m oISSUED FOR PERMIT�� w I n v m MATCH - SEE SHEET C-103 i I III I I II� I i� it Iz II � I O A 11 m D, ' I C,yll I I � I I/ II zf III G z g ODo Fn O M C/) c m � m-0 O vvm P 00X m � N Q O 0) rn N O O A Z n i O Z mm x p ;/ N J i � m o O N `~ m N o N Fife.O.'IRAI f0128-0114 m w T 77r - _ I 1 ilil�l- I�lil; I--7 I�--- I I lip o IEWEf�ILq ST 'I ?38+00 m p ' I e0 'b i' r. A 7+00 L'r------ I II I I i IV, +00 Ilpq+Il, 1�11 bl III' I' J I !q I I j I I i J I 'I I 001 'All 1 it ii'1 1 ! Ib 1 ',ICI Ali lilil! ! I II; J lil ''I' hull i I Ill�:i'I ;ICI II I'J'111NQM6; EST' --- lYi- I �I ll r�-I � I I' I �ii III IIII 11rr p IIm p ,D lI IIII I i I ;III 'i I m IliJill 1+1 'II it ' iil II I aim I I I Iit i I y: I ul II!IImIkI li i�l ll�llh II 1 I I I I I i i!K�21AH IST WUvA D MART HA E I DS Ell I IFr' I I tbw RbR MARTH, E �USTE!H; II 1 II„il l i I r y�j�C?IWAR4SI MARTHA E II I�I}1STE� I IIII 1 I h;IhED WAI� ,7DS�MA THA E 11 : lit I IIII-', iiiili I I 'I,--- ------ 1 TkCTTl 8T 11 ILUNCE�dRD;, r MAR)YIC LUNcrzF0I2D . TOI)y1MYE'IET� I MARRY C i I�Ilb�l-,' Ills GH I�NE�W �ANNINIG, F*IwOCyIA�LE L ING TRIJ$T (IIII I! I i MATCH - SEE SHEET C-101 4700 FALLS OF THE NEUSE ROAD, STE Designed by. BPG Dale: 07-01-20 Rev. 0 300 RALEIGH, NC 27609 ownby: Ckd by: MBN Project No. nloffoff & nichol 919-781-4626 BDF I KEF 10121-11 Reviewed by: SRM D—me cede: [bm"--d by: SUBMITTER'S NAME Drewieg Scale: MOFFATTB NICHOL Pbl—Il 1:1(DSHEET) ; Plotted 712812020243 PM by MORGAN, Al Saved 712312020929AM by BFORD v OAK ISLAND RENOURISHMENT PROJECT 2021/2022 SITE PLAN 2 OF 18 m oISSUED FOR PERMIT�� w I n v m (91 0 -n mFn0 C/)� m m n vvm Tpo�) m x N 0 CD N O C2 rn A Z 0 G! i O Z Z O m x o p o k j T f N O O A ~ (Ai Z O Fife.0AR4110128-0116 m w MATCH - SEE SHEET C-104 I 71 I I 11 254+00 f ! I I ,I �I I II II =I 253+00� I i -lam II;�II�IIIiI,ILII__�,+4i�;T I'I�iII li IIIII _'I I __�-- I II N I mil, 'I IIi I I I IIi i II I II;IIII r�_T I 1i11 I III I I I I;IIIII IIi1 IL. I I�FII�� I i I Illl I li l I' I li I I''I IIIII � I'II I II I III I IIIi 11� -��- III II I I III _ I II ly f1S U}�L s, T ON II R N-I- I I I M! III —`�4—� '---_— ,'I I I I I I I�q II�III�j�,ll I II I I' li I Z i11I 'i 111 I III ' I I.I III II 1 IA 240+00 II�i 1 Ij I0 Iz IW I ;'ll I I�111 I'L�I I I III II , I I Ip � I I III I'I'il'I I IIIII I I I. Ica m m l ll II;I l I I�III II � I;jlViij I I I I I I� � I IDr I I IIIII I II I ' ,III Il�lil�lli -I�IT' —I-- 4 j cn I 239+p01 I pIN! I'llllll I I; II � � I � 11 I � Il�lil -LLL--LI MATCH - SEE SHEET C-102 4100 FALLS GF THE NEUSE ROAD, STE Designed by. BPG Dale: 07-01-20 Rev. 0 300 RALEIGH, NC 27609 own by: Ckd by: MBN Project No. nloifotl & nichol 919-781-4626 BDF KEF 10121-11 Reviewed by: SRM D—me cede: sabromea by: SUSMITTER'S NAME D.awm9 sale: MOFFATTB NI' Pbl scale: 111. SHEET) ; Plotted 712812020244 PM by MORGAN, NEKOL; Saved 712312020929AM by BFORD v OAK ISLAND RENOURISHMENT PROJECT 2021/2022 SITE PLAN 3 OF 18 m oISSUED FOR PERMIT�� W v I m m 01 -n mv,0 c ZJ mm� n vvm o cN:) m x N Q CD N O O rn A O6 Z n i O z mm x A A � O S L m o O N ~ m � o N O1RA1 f0128-0114 m w MATCH - SEE SHEET C-105 1270+00 1 llI p 7—i SE71stST I 'i I 'i ii ililll - II'1i141, 04111 I 1l qll l' 'IIII�I'I IT, I ' 269+0o i I li'l l' I' li'11i 11 i�i ' �A I 119., iil,lilii <.,til�� � i 1 i 1'1il '111'1'l li 1 bi'ri, r 1 I I ll'I�11�V1lill'Ililll V" ice',. `� � I2s6+0o I �I I 1 I I 1,1,1 �III'ilii �'�' Milli I I I ii I �I l� I II I 1 1 1 11 i�� l i l l I'll III 267+001 ili,Ill1, i � I SE 72th ST i i I 266 00 I la I j Y n l �lil ,�,I I a 1 ill (IIII ,?II I 1 x 265+100 'il il1li 1, I'll'' Ill r' �'l Ili 6, It I O I, I I I � ' '!Ili I, I I III l i m�'I +I(I III T 00 1- -0I -- ��� SE73rdST mM I �' - - II I1 0 -- --�-- II ? 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I � H va qM � I •, 1 MATCH - SEE SHEET C-108 w 4700 FALLS OF THE NEUSE ROAD, STE DeeIl by. BPG Dale: 07-01-20 Rev. 0 300 RALEIGH, NC 27609 —71. Ckd by: MBN Project No. nloffoff & nichol 919-781-4626 BDF I KEF 10121-11 Reviewed by: SRM Drewme cede: [I'm"--d by: SUBMITTER'S NAME ID -ing5cele: MOFFATTB NICHOL Pblecale: 1:1(DSHEET, Plotted' 712812020252PM by MORGAN, Al Saved, 7123120209,31 AM by BFORD v OAK ISLAND RENOURISHMENT PROJECT 2021/2022 SITE PLAN 9 OF 18 m I♦ I♦I♦ I♦ I♦I♦ I♦ I♦I♦ oISSUED FOR PERMIT Al w I n v MATCH - SEE SHEET C-111 ■ (91 -n 01 mv,0 c ZJ m m n vvm o cN:) m x N Q CD N O O rn A 12 Z n i O Z Om x A A � T L m O i m m C o N File.O.'IRAI f0128-0114 m w MATCH - SEE SHEET C-109 4700 FALLS OF THE NEUSE ROAD, STE Designed by. BPG Dale: 07-01-20 Rev. 0 300 RALEIGH, NC 27609 ownby: Ckd by: MBN Project No. nloffoff & nichol 919-781-4626 BDF I KEF 10121-11 Reviewed by: SRM D—me cede: SubmiVed by: SUBMITTER'S NAME Drewieg Scale: MOFFATTB NICHOL Pbl scale: 1:1(D SHEET) 10; Plotted 712812020254 PM by MORGAN, NEKOL ; Saved 7124120202, If PM by NMORGAN v OAK ISLAND RENOURISHMENT PROJECT 2021/2022 SITE PLAN 10 OF 18 I� I I I �I -------1 I I� m oISSUED FOR PERMIT�� F7 W v i m 1z 0 -n mFn0 ZJ c mm� vvm 00� m � N Q O N 74 O rn 74 A 12 Z 0 i O Z Om x .11 A � J S L m O i m i Z O N Fife.O.'IRAI f0128-0114 I. l I s I I \ I I\ I I I I I I I m 0 O 0 0 m m 0 MATCH - SEE SHEET C-112 T I� ! I �I I' NvVI IA-1i3 Mnvla IIi I_�;II II IYI� I� II ! III lm III 111 O,NQI'1H2iV1030 ll ��, 11 i NONNV89 �ll 91I W13J803J 571 o 1 iII t n1tlHS?1tlw 11 I,IA I IOV/NN00 �I l I m '13a1 3NNV N = X 11 l �I� ll 3A2idS q 76j) '� I I 1 �� 15i0,o+oo'I z I II l �P ! 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IIII 011 Nf1S21Vd I Il Il III = I III II LI II I i I III' it II I ---- -- �`n Nns�ay�, 1H�1a� I I I I III 559+00 011 NnsaWd JIHO189 _ I WWI I'I III III 'r l O IIIII r�l',j �i—�IItT� 'I 1 p I I I 011 N mdd m mi iI1 I I III III 4llll 1Hel II - I i I I1 �Iii II Ilflll i � II II k558+OOi , II t-I�,�� d m x4—+--�1 —_—_— p, l Ill I 'III l III � i II'j, 'IIPJ 0 H2im 13PVHII ' plj II III IIII I � I II III I II 557+00 I� Il III .T I 'IIII i� i I MATCH - SEE SHEET C-110 w 4700 FALLS OF THE NEUSE ROAD, STE Designed by. BPG Dale: 07-01-20 Rev. 0 300 RALEIGH, NC 27609 ownby: Ckd by: MBN Project No. moffoff & nichol 919-781-4626 BDF I KEF 10121-11 Reviewed by: SRM Drawing code: [.7�7.—by: NAME Drewin95cele:UBITTER'S MOFFATTB NICHOL Pblecale: 1:1(DSHEET) 11; Plotted 712812020255 PM by MORGAN, NEKOL ; Saved 7123120209.31 AM by BFORD 0111,431S'' II I�i�I1i 31IH1A9���I' i I I� IIII I''I' IIII IS'H N3312]V0'IxnJl3 ;' 2if I IIWV1111M S1M310 I 'IIlllll � _d v OAK ISLAND RENOURISHMENT PROJECT 2021/2022 SITE PLAN 11 OF 18 m oISSUED FOR PERMIT Al 00 1 n v m (91 01 -n mv,0 c C/)� m m n vvm o cN:) m x N 0 CD N O O rn A 12 Z n i O Z Om x A A � J L m O N z O N File.O.'IRAI f0128-0114 m w MATCH - SEE SHEET C-113 �' III II 'T'� 1.212i31 I 1 III 'I�QjAVlON3xon1 V I II I — btl 1NIdN1SHANl I ltivlldtl0 S>i,'lIM o3,NIp3 uvoxnl3' I RIWHI�jJI2�lii`NHd3�J� --- N313d III b b t� HN f 1113I ----- 11�I r �t�1ISIINN�C7 �----- I I NOBS fi�aF�W I I M -Id LiW I I I I Oil 11 I � I IIONIAII Vaal I �III i�- 1011�s3ivioQSSVI I�-------- 1 i I; I I ', !31001il�it101 I 1 Ibllii V �NIV13 I I moI IQ 4�wllla II I^ z m " 3Il3HOIV�I 1,'Ii I l6imsxnl�' f 1N2i9 H11WS I---------, II'Y, l� 31NVOf 1 � I $NIDil� xn-0 IN SA SNI�i1V I� j f 31NN08 II III �, I ;I I �i11WS I SIV13 11 11 I' \ �Ir H SVNOHl II .I 1,�IIIHM II \I Ili 8 Otld 13 aS��Vf NOSAH hII i � I DNI 'NOlyl NNV 33I'I 1 1 gNtl 1$ kl1 ONI'd3N0Id'I 11 .y QOgl WVIIIIM IIII! I' II12f S VISINtll9 m-- II' I1V-1 OVd i11A13 �I M ry�tl In l VlnOtld II I I I I! i � $�NRiI H1383Sn3 I I, III II Sd300N II H 301NVf 1B I li 0 Nbfi NVl19-100W I I,IIII ,ONV A99QH�-�l --- M IdL119£ 1j'I I I ; I 'lsr{al Ot�l/�II , 1�II�f b I V3 a��o,l NIA I ' I;I , i I 1�13a1(lk1 I �3100, I � 111 II II I 'II I 1 IIVNQ} vId xin;��" I 3 �NVbld Alii 0 I I III I I i — III I I yl'laixnl3 I I�,IAV� a3wII311N1300a 11 ill -II I I�—� I -- ��t1�3 ' i S j6dolm',ONIN NV,d xn13 II;LN N3H ,31 MVHSNIH �I IYIIY� 11 : 011 g3WOH illl'I I HOV381V\I II I 111 I�— 01-1 53WOH i 04F 91tl ,N ,L31NO1121tl0 n II 'NO!b NI�StivE)tla'I MATCH - SEE SHEET C-111 4700 FALLS OF THE NEUSE ROAD, STE Designed by. BPG Dale: 07-01-20 Rev. 0 300 RALEIGH, NC 27609 ownby: Ckd by: MBN Project No. nloffoff & nichol 919-781-4626 BDF I KEF 10121-11 Reviewed by: SRM Drawing code: [.7�7.—by: UBI_S NAME Dreg Scale: MOFFATTB NICHOL Pbl—II 1:1(D SHEET) 12; Plotted 712812020256 PM by MORGAN, AI ; Saved 712312020931 AM by BFORD v OAK ISLAND RENOURISHMENT PROJECT 2021/2022 SITE PLAN 12 OF 18 m oISSUED FOR PERMIT (91 0 m mv,0 c ZJ G1 m m n vvm TO m � N Q O 74 O rn N 74 A 12 Z 0 i Z No a. in w 0 ■ MATCH - SEE SHEET C-114 MOWI II 11 M,`Id1PUZh I I -- I ■ I � I Hlldnr 13 --. RJ393� A3WV,� - --_ 13aV oavw X nl3 I - a vaVs a iV311 11 !L - ------ ------,I 3NN�IaVw SlHlnap NV m A ONVN WnaOi I I H bWl3n ' Oil givls3 1 1S�1 38HS)ia0A nnil --- I I 1 31� Vlavo 13 aeoa N3sMI MATCH - SEE SHEET C-112 4700 FALLS OF THE NEUSE ROAD, STE Designed by. BPG Dale: 07-01-20 Rev. 0 300 RALEIGH, NC 27609 ownby: Ckd by: MBN Project No. nloffoff & nichol 919-781-4626 BDF I KEF 10121-11 Reviewed by: SRM Drawing code: [.`'ATTbmiVed by: NAMEB Drewmg Scale:STTER'S NICHOL Pblscale: 1:1(DSHEET) 13; Plotted 712812020257PM by MORGAN, NEKOL; Saved 7123120209.32AM by BFORD v OAK ISLAND RENOURISHMENT PROJECT 2021/2022 SITE PLAN 13 OF 18 oISSUED FOR PERMIT 00 1 n v m MATCH - SEE SHEET C-115 (91 01 -n mFn0 c ZJ m m n vvm o cN:) m x N Q CD N O O rn A Z n i O Z I it I I I I I I I I I I I I IIII IIII I IIII III II I� III II I � IIII I 'I I ' IIII I'I� i IIIII��ii i! Ii I IIII II i it IIII II IIII II I III II Jill �II II 'i'I ��IIII iiil II II II IIII III �Ii� I II I III it IIII I II III III I I ii y III II II II 'I I II III II I II II I II I I II II I illy I li! I II i 14 II ; II I I II �I I IIII �I�' IIII I ill I Ill I 'I ii IIII I IIII Illi I III I I I II l I I II I II I i II m w l .1890H V JV890 HI I� �— �I I I;� 011llllb I I � � / n 9'SOII', ro I rinoW >tiHSi 14 H10121I8 WIN SSIaO - —' j L—+11-- ----I L------------- I A�, I M lcf Ing, II __�----4 3$Oa MATCH - SEE SHEET C-113 4700 FALLS OF THE NEUSE ROAD, STE Designed by. BPG Dale: 07-01-20 Rev. 0 300 RALEIGH, NC 27609 own by: Ckd by: MBN Project No. moffoff & nichol 919-781-4626 BDF I KEF 10121-11 Reviewed by: SRM D—me code: subminea by: SUBMITTER'6 NAME Drewin9 style: MOFFATT B NICHOL Pbl scale: 1:1(D SHEET) 14; P/oll 712812020259PU by MORGAN, NEKOL; Sa✓ed 7123120209.32AM by BFORD I I '!311V3S'8 aS ' ,1, TIIM .l3l13HS� _IL I _ _ 1111 aNns-das -- � - 3Nvzns NOS03 I�In N �H m II�A I I I I I I �-- I I I I I \ 113 1iIIINVaOR!¢1�0 Il------------�\ 100 I;o',; NPSIOH61N , 13OI17VNOIlHO fA I m I j.�ll3Nl1`100 1n _L i 11 I� m D - o I, II /�'! 1aVS3NOf II m IS . NOHINV Sa310A _- �IA13 �3Z3Ba:H ~--------- --- I H113�'dZII�I Sa�10A I L#dIHS 3N12itld�' I 1�W 03 I y,IIWVJ 3Z3pp :H I I M Id 1138b �� A 1 \ • I Dlll �IfUVISI INVO ' >j1 VW Q�iVM( NIM I IIII � ` it 0 3NnnVd I I \ !a31SS31N N I ` X l avN n13 3 � III Inn s3 tlr ao3 lOW Ili � I - §Itl13 HS M I! U S�WVf 3na30 bIl! ONV-ISI NVO I' dq 3W11311 I 'I I tl tHdQ1SWHO I I I S31NOf N3bVX I 1a -I�l Z1IMOaOHI I,I iI I II xnl3'b �sinol 1 -I-I35iZ3VIH V IVZNtll W V S V1401p A S'bWOHlII J �INVHd7l�S Xf 13 M p'N a,181y0�`JNIll3I v OAK ISLAND RENOURISHMENT PROJECT 2021/2022 SITE PLAN 14 OF 18 m oISSUED FOR PERMIT IA A 61 0 mFn0 c m m n opm 00� m x N 0 CD N O � O rn A O6 Z 0 G! i O z RI x p J f N O 1 m ul Z O 0AR41 f0128-0116 zz 0 O 0 zz m0 m0 r0 A v 0 cn Fn D D A O I MATCH - SEE SHEET C-116 T ^r III I I 1 I II I I I'I llil 1SNO b l III II'; 3N3'O I NOW3l II III 1V I 1 I I f I II M i iI I L 6 0 NHOr M34+00°'I iO1lIWH N � I III hT Ir �- h M id LI1G61 Vlll � I/�I I I I 1' II i t Il,l I I. 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I II III 1 9 V�V9aV9 I I I\ I x I1111 111 kn13 0 1 111 g I 0a I sr 13VoOIW HDAS 1 y \I I 1 623+00 r 1' 3N3IaV,b' �I I II OaV39I 11 F—_--- 1� I I III I I 1 ,ICI a- <� I I IS-1V13 11 xA1$d391 11 I I \ I 1 I I! 3 3,1110I 11 1622+00 xn;43 lPI Ill i � I II� �•• 11 I' I I i I; k j I 11 I� I! �II I I bpNln �d�odtl�l i I -- \V �\ as bi'diVd I !,'I I Q SIIaH IFJNINnu ----- 621+00 $ , `� I� I I 1 1 1 1 11 II I I l i OWIS3WVf I I I I I '---- II bltls tl M Q II qn, 03WHH t3lVS I -- 1 6120+001'I II IHl� 1 I1 Ntl9IOW S�ONV'dI xl III ),aVW S23MOd1 11 I , 1',1•.� I I II I �iIV I 1� I --- J3-1 ONV-1SI )WO '.3 AO a3JQ2i 4-1-10 MATCH - SEE SHEET C-114 w 4700 FALLS OF THE NEUSE ROAD, STE Designed by. BPG Dale: 07-01-20 Rev. 0 300 RALEIGH, NC 27609 ownby: Ckd by: MBN Project No. moffoff & nichol 919-781-4626 BDF I KEF 10121-11 Reviewed by: SRM D—me cede: subminedby: SUBMITTER'6 NAME De1— rewm MOFFATT B IN CHOL Pblecale: 1:1(D SHEET) 15; P/otted� 71281202030OPM by MORGAN, NEKOL; Saved 7123120209.32AM by BFORD v OAK ISLAND RENOURISHMENT PROJECT 2021/2022 SITE PLAN 15 OF 18 m oISSUED FOR PERMIT AI a W n v m MATCH - SEE SHEET C-117 I I. I I ' x l I IIII drl ' 6 1'', {Otl39 660,001 1'd IP \ j �'I W1p16V0 I �' HdT�Sof NOSNH O,8000 NI AaV I � V 'I a .I I 9+00 0 4 I 3 6 i I � 00� �I O��3MNV:1`IIM� 1 Isl 1 raj li 313aV9]VIN 13 � SICIOI I aM3N� 1 _ Irk m 648100 II �I, I pNl�l N dV10 m 0 11 $I NIVSH0 AlV3H' 1� �I + I' ro I c' I V rn V VONA-1 13 I II m 3 A2i2�V 4 I. II � I m I I I� i �', II sal+oioi i i 1 l l D'i I� Iyj N I ' I I I I � � � I , I ��� I I I I A mlc I I! 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BPG Dale: 07-01-20 Rev. 0 300 RALEIGH, NC 27609 ownby: Ckd by: MBN Project No. moifat} & nichol 919-781-4626 BDF I KEF 10121-11 Reviewed by: SRM D—me cede: SubmiVed by: SUBMITTER'S NAME D—mg Scale: MOFFATTB NICHOL Pblecale: 1:1(DSHEET) 17; Plotted 7128120203.02PM by MORGAN, NEKOL; Saved 7123120209.33AM by BFORD v OAK ISLAND RENOURISHMENT PROJECT 2021/2022 SITE PLAN 17 OF 18 POWEIjL H JEFFER ON I �I ETU,( SARAH M/ - ATKINSbN C_ HRI'STOPFjER C"I ETUX ERIKA L LITZ DAVI'b LET I VONCILLE E �I , IIpAVENPORT MARK A I, d=Xa�Jd� S311a3dQad 10"1 I i I ' I I � I I I I II - �I,il III! 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PAULiEiEI pSfOD E' IIi 'I lIi R I ill li 1 1 "' N RO�Ek VI - — XIIHEfA D f114uI ii1; liI III I L J$SA T9MY Y TUX JANICE G Y IS$A K�EBS JOHN P ET UX BERNICE II- I Il USTlEES Njj u I GN & MARK S Y m R Y� 1I m �1 1 MAYNARD " _ — RbBERT R ET o MARY, d I I¢ALLAND ETUXREW 1Hy ?T, RINE I ,Y I EA I EE,LL j IT I tt(JPP/RUSSELI / l_ ETUX REGINA I C OATS I INVESTMENT s I y !i LLC I' , oISSUED FOR PERMIT�� Nm ❑_ 0 JB-09A 0 JB-16A s Nm N vAll- B $ - cDso1 C MAG ANOMALY LEGEND A0 PROPOSED BORROW AREA CONTROL POINT JB-#0 JAYBIRD SHOALS VIBRACORES ® JAY BIRD SHOALS BORROW AREA ---- MAG ANOMALY (MARINE DEBRIS) JAY BIRD SHOALS CONTROL POINT 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 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 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 VIBRACORE POINT 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' 0. 500, 1000, ccni r. 1--_lnnro M Z W 2 O J Q m N O oC Oa xQ Z N CC F-0 ACC ��U LU m CC Z }O J CC m Lna Y a 0 B a N �o 2 U Q E � m 0 og .z4 �q o c `o `o E 4L E l6ti. �r A2 $ CR-01 m , $ CR-02 $ CR-03 $ CR-04 C-302 a c: W X ZONE 1 EL -38.00 (+2FT OVERDREDGE) D $ Y D2 $ CR-05 C-302 NN Z ZONE 2 EL -39.70 (+2FT OVERDREDGE) DO a` CR-40 C -09 0 AA J $ CR-11 $ CR-12 VV MM ; >:/jBB CC ZONE 3 EL -37.30 (+2FT OVERDREDGE) 0 CR-15 ie4-14 $ CR-13 LL DID EE iC3 ZONE 4 EL -40.00 (+2FT OVERDREDGE) Csoz ° CR-17 KK 1 $ CR-21 0 y J�4 j4,�J .•.I HH GG 0 CR 102 al �1 B a 4 $:CR-23 $ CR 22 $ C12 I "$ CR-103 i".�P➢o w � � P�� 0 CENTRAL REACH CONTROL POINTS TABLE POINT NORTHING EASTING AA 49222.42 2252645.68 BB 48721.61 2252654.13 CC 48721.89 2251663.11 DID 47721.89 2251662.04 EE 47719.74 2253662.04 FF 46744.47 2253661.50 GG 46769.74 2253161.50 HH 46720.27 2252161.50 JJ 46723.64 2250711.01 KK 47222.96 2250661.50 LL 47722.69 2250662.04 MM 48722.42 2250664.73 NN 49722.42 2250664.73 W 50722.96 2250665.26 X 50721.05 2252615.40 Y 50221.30 2252565.01 Z 49721.06 2252614.33 LEGEND A PROPOSED BORROW AREA CONTROL POINT CR40 CENTRAL REACH VIBRACORES ® CENTRAL REACH BORROW AREA CENTRAL REACH VIBRACORE CONTROL TABLE POINT NORTHING EASTING CR-01 51229.06 2251170.00 CR-02 51179.73 2252163.03 CR-03 51220.27 2253091.56 CR-04 51215.33 2254162.65 CR-05 50224.73 2254166.45 CR-07 50219.36 2252009.67 CR-08 50228.70 2251166.70 CR-09 49234.44 2251168.41 CR-10 49224.62 2252171.30 CR-11 49225.69 2253167.01 CR-12 49220.35 2254405.64 CR-13 48225.79 2254157.00 CR-14 48227.10 2253158.70 CR-15 48225.39 2252158.91 CR-16 48222.52 2251162.17 CR-17 47196.78 2250150.64 CR-18 47234.38 2251315.62 CR-19 47226.26 2252158.67 CR-20 47224.75 2253136.76 CR-21 47224.88 2254160.38 CR-22 46235.02 2251142.30 CR-23 46217.04 2250365.73 CR-40 49284.32 2250310.40 CR-101 46218.09 2252165.59 CR-102 46319.29 2253165.62 CR-103 46219.72 2254164.81 500' 0' 500, 1000, ,zrAi r. 1"=1fVM' Ate! z w 2 N U w a� 00 ca w N J �w C CCC Q 0 w m (n a U Y a 0 B a N � o 0 zz m 3 E E Q 5E 0g I off°' o L `o An `0 E L 14� ❑_ -20 z w w -25 z O w w -30 35 EXISTING GROUND _ _ ONE 1 TARGET EL - +2 FT OVERDREDG 6.00 ) 5:1 :1 2j OVER REDGE (EL-28.00) 20 25 30 35 -5+00 0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 DISTANCE (FEET) D2 SECTION G119 SCALE: AS NOTED -15 -20 z -25 w LL z O w w N— -30 -20 25 -30 -35 -40 0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 60+00 65+00 70+00 DISTANCE (FEET) B1 SECTION C-119 SCALE: AS NOTED EXISTING GROUND — — — _ — — — ZONE 3 TARGET E _ -27.00 — — — — _ — — — — — — — — — (+2 FT OVERDRED E) 5. BE rWEEN ZONE 2 AND ZONE 3 5:1 ZONE 2 TARGET EL. -35.00 5:1 OVE RDREDGE (EL -29.00 (+2 FT OVERDRE GE) OVERDREDGE (EL-37.00) 5' 0' 5' 10' VERTICAL SCALE: 1 "=5' 150' 0' 150' 300' I-I(1R17f1NTAI Cf:AI F. 1"=,Ann- JM Z w 2 to N N O N U wp Zo cm CCF- a U U w ZLL, Ocn aO CC Na CC 0 m a O B N 0 o z,o 2 U a E m o a£ mE rcg wl iq i�� o�� a L w c ,A cF6 A o `o E ' SEAL 14� ❑_ N1111111111111111 z -35 H w Lu LL z 0 40 w w -45 f -35 cl >a Z w w LL 40 0 a w w -45 (2 NE 1 TARGET EL - FT OVERDREDGE 8.00 LGROUND-\ 5:1 OVERDR DGE (EL -40.00) -35 -40 -45 0+00 5+00 10+00 15+00 20+00 25+00 DISTANCE (FEET) D2 SECTION C-120 SCALE: AS NOTED -35 40 -45 -5+00 0+00 5+00 10+00 15+00 20+00 DISTANCE (FEET) C1 SECTION C-120 SCALE: AS NOTED ZONE3 (+2 F TARGET EL -37.30 OVERDREDGE) GROUND 5:1 OVER REDGE (EL-39.30) vv 00 0 z -35 w LL z 0 _40- w w W 45 w LL z 0 a -40 w w w -45 ZONE 1 TAR (+2 FT OVERDREDGE) ET EL -39.70 EXISTING GROUND r OVERDREDGE (E -41.70) -�v -35 -40 -45 -5+00 0+00 5+00 10+00 15+00 20+00 25+00 30+00 DISTANCE (FEET) D4 SECTION C-120 SCALE: AS NOTED AM z W N N N 0 N o w Z 0 ¢F- a~ -30 z -35 H w LL z 0 40 a w w -45 -30 O z U W ON a0 cc Na cc O 0 -35 Y co 0 x ao It C -45 -5+00 0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 DISTANCE (FEET) C3 SECTION C-120 SCALE: AS NOTED -�v -35 -40 -45 -5+00 0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 DISTANCE (FEET) A2 SECTION C-120 SCALE: AS NOTED ZONE (+2 FT TARGET EL 40.00 OVERDREDGE) ZONE (+2 FTOVERDREDGE) TARGET EL -37.30 EXISTING GROUND (2 ONE 1 TARGET EL - FT OVERDREDGE 8.00 5:1 -- ZONE 2 TARGET (+2 FT OVE EL -39.70 RDREDGE) 5:1 OVERDREDG 5:1 ,TYP 5' 0' 5' 10, VERTICAL SCALE: 1 "=5' 150, 0' 150, 300' 1-1(1R17OMTA1 C(`AI F• 1"=4M1' B N 0 o E �o 2 U L£ m E W F C� =Urw Ogg �S um O t � c `o `O E 4 SEAL At N- 2 1 30 20 10 - 10 0+00 1+00 2+00 3+00 3+49 3 2 1 1 PLANTING OCCURS ON CREST & BACK SLOPE OF DUNE DUN = TOP EL 13.5 TO 14.0 DUN = WIDTH 10.0' h^ BERM SLOPE BREAK EL 7.0 BERM SLOPE BREAK EL 7.0 \ EXISTING ?0;1 GROUND 15'-0" MHW 1n- LW -2.9' D1 SECTION C-303 SCALE: AS NOTED D 3 z t -1 N- 30 20 10 10 0+00 1+00 2+00 3+00 4+00 5+00 STA 235+00 TO STA 275+00 C1 SECTION C-303 SCALE: AS NOTED PLANTING OCCURS ON CREST & BACKSLOPE OF DUNE DU E TOP EL 13.5 TO 14.0 DU E WIDTH 10.0' hN BERM SLOPE BR AK EL 7.0 v. BERM LOPE BREAK EL 7.0 EXISTING 20:1 GROUND 7 MHW 1.8' Zip '7 MLW -2.9' 70'-0" BERM SLOF E BREAK EL 7.0 EXISTIN GROUND _ — 20;1 MHW 1.8' 17 MLW -2.9'- 20 10 10 0+00 1+00 1 1 2+00 1 1 3+00 1 4+00 5+00 3 2 t -1 2 4 I 5 I 30 20 10 10 20 0+00 1+00 2+00 3+00 4+00 5+00 CANTING OCCURS ON CREST BACK SLOPE OF DUNE DUNE TOP EL 12.0 TO 14.0 DUNE WIDTH 10.0' h� F• DUNE SLOP BREAK EL 7.0 \ 2p.1 EXISTING 7 MHW 1.8' \ GROUND = \ _ v MLW -2.9' D4 SECTION G303 SCALE: AS NOTED PLANTING OCCURS ON REST & BACK SLOPE OF DUN DUNE TOP EL 12 0 TO 14.5 20 DUNE WIDTH 10. ' BERM ILOPE BREAK EL 7.0 5 A_ BERM SLOPE BREAK EL 7.0 STA 620+00 TO STA 676+36 B4 SECTION C-303 SCALE: AS NOTED 10 EXISTING GRO ND 7 MHW 1.8' 20:1 10' 0' 10' 20' VERTICAL SCALE: 1"=20' 50' 0' 50' 100' unR170uTni crni F• 1"=10n' D z w = N On 0 !n cn N O to cc z Z0 UO_ s� a~ pw Uw z � a N J _Ln Y O e g C 2 B 0 N �o zz L£ m E rcg �zN iq �s LLm ^< 6 t C AM o `o E 4 SEAL Al SECTION C-303 SCALE: AS NOTED 2