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Home My WebLink About2021 Oak Island Renourishment IFB-Unsigned-Half SizedN_ 0= nm 4 OAK ISLAND RENOURISHMENT PROJECT 2021/2022 OAK ISLAND, NORTH CAROLINA LOW N OF oPK ISCq, �O tg< Ok CAR`� `gRtEkEU PITT HYDE BEAUFORT O LENOIRyN9 P o6 4 PAMLICO S JONES 4 CRAVEN �F ONSLOW C wti0 s y 4P BEAUFORT BOGUE INLET CAPE PENDER INLET LOOKOUT NEW RIVER INLET O� v G laew H OVER ,�51' O CG BRUNSWICK Al LONG B A Y CAPE FEAR w PROJECT AREA VICINITY MAP SITS TOWN OF OAK ISLAND 4601 E. OAK ISLAND DRIVE OAK ISLAND, NC 28465 BRUNSWICK COUNTY N so C,1 ONSLOW BAY UTHPp PROPOSED RENOURISHMENT Ts ONSLOW SHALLOTTE D �V� AREA, SEE PROJECT 4} MAP ON SHEET C-100 VARNAMTOWN qq4.W F� °D SOUTHPORT SUNSET BEACH 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 C-100 ° PROPOSED JAY BIRD SHOALS BORROW AREA, SEE PROJECT MAP ON SHEET C-100 AT LANTIC O CEAN LOCATION MAP NTS D Z W 2 N N N 2 N W O N N ZEu W fn � ~ U W zO U y a Y a ° O i a H V E � 0 m T r o o a$ a � � c Io `o E iiQ ' SEAL _ f 23487 J C . SEAL „" 1 O E I] B INDEX OF DRAWINGS INDEX NO. SHEET NO. SHEET TITLE 1 G-001 COVER SHEET 2 G-002 DRAWING INDEX AND GENERAL NOTES 3 G-003 ABBREVIATIONS & LEGEND 4 G-004 KEY PLAN 5 C-100 PROJECT MAP 6 C-101 PROPOSED SUBLINE CORRIDOR - SHEET 1 OF 2 7 C-102 PROPOSED SUBLINE CORRIDOR - SHEET 2 OF 2 8 C-103 STAGING, ACCESS, AND SURVEY CONTROL 9 C-104 JAY BIRD SHOALS BORROW AREA 10 C-105 JAY BIRD SHOALS BORROW AREA CROSS SECTIONS 11 C-106 CENTRAL REACH BORROW AREA 12 C-107 CENTRAL REACH BORROW AREA CROSS SECTIONS 13 C-108 BORROW AREA VIBRACORE SUMMARY TABLE 14 C-110 SITE PLAN 1 OF 24 ADD ALTERNATE #1 15 C-111 SITE PLAN 2 OF 24 ADD ALTERNATE #1 16 C-112 SITE PLAN 3 OF 24 ADD ALTERNATE #1 17 C-113 SITE PLAN 4 OF 24 ADD ALTERNATE #1 18 C-114 SITE PLAN 5 OF 24 ADD ALTERNATE #1 19 C-115 SITE PLAN 6 OF 24 ADD ALTERNATE #1 20 C-116 SITE PLAN 7 OF 24 BASE BID 21 C-117 SITE PLAN 8 OF 24 BASE BID 22 C-118 SITE PLAN 9 OF 24 BASE BID 23 C-119 SITE PLAN 10 OF 24 BASE BID 24 C-120 SITE PLAN 11 OF 24 BASE BID 25 C-121 SITE PLAN 12 OF 24 BASE BID 26 C-122 SITE PLAN 13 OF 24 BASE BID 27 C-123 SITE PLAN 14 OF 24 BASE BID 28 C-124 SITE PLAN 15 OF 24 BASE BID 29 C-125 SITE PLAN 16 OF 24 BASE BID 30 C-126 SITE PLAN 17 OF 24 BASE BID 31 C-127 SITE PLAN 18 OF 24 BASE BID 32 C-128 SITE PLAN 19 OF 24 BASE BID 33 C-129 SITE PLAN 20 OF 24 BASE BID 34 C-130 SITE PLAN 21 OF 24 ADD ALTERNATE #2 35 C-131 SITE PLAN 22 OF 24 ADD ALTERNATE #2 36 C-132 SITE PLAN 23 OF 24 ADD ALTERNATE #2 37 C-133 SITE PLAN 24 OF 24 ADD ALTERNATE #2 38 C-300 TYPICAL CROSS SECTIONS - SHEET 1 OF 2 39 C-301 TYPICAL CROSS SECTIONS - SHEET 2 OF 2 TIE-IN 40 C-302 CROSS SECTIONS - SHEET 1 OF 21 ADD ALT #1 41 C-303 CROSS SECTIONS - SHEET 2 OF 21 ADD ALT #1 42 C-304 CROSS SECTIONS - SHEET 3 OF 21 ADD ALT #1 43 C-305 CROSS SECTIONS - SHEET 4 OF 21 ADD ALT #1 44 C-306 CROSS SECTIONS - SHEET 5 OF 21 ADD ALT #1 45 C-307 CROSS SECTIONS - SHEET 6 OF 21 ADD ALT #1 46 C-308 CROSS SECTIONS - SHEET 7 OF 21 BASE BID 47 C-309 CROSS SECTIONS - SHEET 8 OF 21 BASE BID 48 C-310 CROSS SECTIONS - SHEET 9 OF 21 BASE BID 49 C-311 CROSS SECTIONS - SHEET 10 OF 21 BASE BID 50 C-312 CROSS SECTIONS - SHEET 11 OF 21 BASE BID 51 C-313 CROSS SECTIONS - SHEET 12 OF 21 BASE BID 52 C-314 CROSS SECTIONS - SHEET 13 OF 21 BASE BID 53 C-315 CROSS SECTIONS - SHEET 14 OF 21 BASE BID 54 C-316 CROSS SECTIONS - SHEET 15 OF 21 BASE BID 55 C-317 CROSS SECTIONS - SHEET 16 OF 21 BASE BID 56 C-318 CROSS SECTIONS - SHEET 17 OF 21 BASE BID & ADD ALT #2 57 C-319 CROSS SECTIONS - SHEET 18 OF 21 BASE BID & ADD ALT #2 58 C-320 CROSS SECTIONS - SHEET 19 OF 21 BASE BID & ADD ALT #2 59 C-321 CROSS SECTIONS - SHEET 20 OF 21 BASE BID & ADD ALT #2 60 C-322 CROSS SECTIONS - SHEET 21 OF 21 BASE BID & ADD ALT #2 61 C-501 MISCELLANEOUS DETAILS 62 C-601 WORK POINT TABLES 4 GENERAL NOTES: 1. ALL BEACH FILL AND DREDGING 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-103 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, INC 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 FOR CENTRAL REACH BORROW AREA 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 PRESENTED ON THE DREDGING PLANS FOR JAY BIRD SHOALS BORROW AREA IS BASED ON A SURVEY COMPLETED IN JUNE 2021 BY TI COASTAL AND CAN ONLY BE CONSIDERED AS INDICATING THE CONDITIONS AT THAT TIME. 15. THE BATHYMETRY/TOPOGRAPHY PRESENTED ON THE BEACH FILL PLANS AND SECTIONS IS BASED ON A SURVEY COMPLETED IN MAY 2021 BY TI COASTAL AND CAN ONLY BE CONSIDERED AS INDICATING THE CONDITIONS AT THAT TIME. 16. THE AERIAL IMAGERY PRESENTED ON THE BEACH FILL PLANS IS A NOAA AERIAL FROM AUGUST 4, 2020 AND CAN ONLY BE CONSIDERED AS INDICATING THE CONDITIONS AT THE TIME. 17. 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 Rlr) 01 IANITITIFR 1. THE FOLLOWING ESTIMATES OF SAND QUANTITIES REQUIRED FOR THE PROJECT ARE: BASE BID 658,000 CY ADD ALTERNATE 1 224,000 CY ADD ALTERNATE 2 304,000 CY al 7JlTe710rei 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 ON A DRAWING BY THE CONTRACTOR AND APPROVED BY THE ENGINEER PRIOR TO 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. BEACH FILL 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 CONTRACTOR. 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 APPROXIMATE FILL DENSITIES PROVIDED WITH THE SECTIONS ON SHEETS C-302 THROUGH C-322 . 3. SAND SHALL BE PLACED WITHIN THESE LIMITS AND GRADE LINES AS PRACTICALLY AS POSSIBLE. TOLERANCE SHALL BE WITHIN t0.5 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 GENERALLY 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 CREST IS MINIMIZED. AFTER SURVEY FOR PAYMENT, ANY TROUGH BETWEEN CONSTRUCTED DUNE AND EMERGENCY DUNE TIE-IN SHOULD BE FILLED AND LEVELED USING MATERIAL FROM EMERGENCY DUNE. EMERGENCY DUNE DOES NOT HAVE ANY EXISTING VEGETATION. 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. 12. POST AND ROPE SHALL BE INSTALLED AT DUNE WALKOVERS, BEACH PUBLIC ACCESSES, AND EMERGENCY VEHICLE ACCESSES WITHIN 7 DAYS OF THE BEACHFILL SECTION BEING COMPLETED. E B W_ Z w = N to N � N O\ N Z o 11 N 12 �- ❑ w J 0 �a Y O a 0 U a > _ E o E rcg I .z4 �8 a ^< o t � c An`o 0 E ••`�N'CARp��• P•20Q�FESS /.9 � SEAL ti e i 23487 i 01 SEAL g Sheet feo ISSUED FOR BID Rerence No. � ISSUED: 2021-07-08 G-002 NOT TO BE USED FOR CONSTRUCTION INDEX: 2 OF 62 6 ABBREVIATIONS CY CUBIC YARDS No. NUMBER FT FEET OR FOOT TYP TYPICAL MHW MEAN HIGH WATER VEG VEGETATION MLW MEAN LOW WATER WP WORK POINT E MTL MEAN TIDE LEVEL B.L. BASELINE NAD NORTH AMERICAN DATUM @ AT NAVD NORTH AMERICAN VERTICAL DATUM - APPROXIMATELY 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 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 D F Z W A3 N SF-123 ... Ci z 0 _ W N Q W CC U 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 coLu DRAWING B B F A A 1 2 3 4 5 DRAWING AREA COORDINATE SYSTEM (DACS) Sheet Reference Number: SF-102 SHEET DESIGNATOR SHEET TYPE SHEET SEQUENCE E 0 o U > _ E LLO E og I �q �8 a O t U C O `o E t' SEAL 9� 23487 {i SEAL NVy Sheet ISSUED FOR BID Reference No. ISSUED: 2021-07-08 G-003 NOT TO BE USED FOR CONSTRUCTION c INDEX: 3 OF 62 1 2 3 4 5 6 OPK' ISIq, ✓O F STAGING AREA 11 SEE C1 C-103 �;,RrN cnao SHEET C-115 SHEET C-114 SHEET C-113 SHEET C-112 SHEET C-111 SHEET C-110 E �$ STAGING AREA 3, SEE Co m 00 w Z J 2 U Q B pp/r STAGING �- N GS MON STAGING AREA 4, SEE A ADD ALTERNATE #1 ATLANTIC OCEAN 0-4Al y NGS MONUMENT RED, SEE C-103 ?"& Q Q C2 z STAGING AREA 2, SEE _ C-103 U H Q 0 N y m m w z J S U Q ADD ALTERNATE#2 BASE PROJECT 3 4 5 500' 0' 500' 1000, C(`AI F 1"-1,nn' D z w = N N O m N D - z 0 a WO N a CC U W w Y Q 0 J �a Q 0 a e N B lw a E E o U > _ E o E Cg wl .z4 Sq IUn ojg �s o t w c 0 Im An`o E •J�N'CARO��c. P•20Q�FESS /.9 �p ti e SEAL i 23487 i tl NEccP�?, SEAL SHEEP ISLAND OAK ISLAND ADD ALTERNATE #2 TOTAL LENGTH = 6,000 FT _ TOTAL FILL VOLUME = 304,000 CY \ \ BASE BID TOTAL LENGTH = 21,500 FT \ \ TOTAL FILL VOLUME = 658,000 CY 170 \ CENTRAL REACH BORROW AREA, SEE SHEET C-106 AR-430 N:44676.98 E: 2253003.82 ST. JAMES LONG BEACH v/ / AR-425 04' / N: 50045.70 �o.85M/LES ZONE 2 ZONE 3 ZONE ATLANTIC OCEAN ARTIFICIAL REEF, SEE NOTE 2 ADD ALTERNATE #1 LIMITS TOTAL FILL LENGTH = 9,200 FT TOTAL FILL VOLUME = 224,000 CY TOWN LIMITS SUBLI LANDING MUST OCCUR TO WEST T E \ "CPO A, \ems \ \ \ \ JAY BIRD SHOALS \ BORROW AREA, CgSwFCC SEE SHEET C-104 ZONE ZONE 2 ARTIFICIAL REEF, SEE NOTE 2 \ NOTES: a ZONE 3 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. 2,000 FOOT BUFFER FOR PLACEMENT OF ANY PROJECT EQUIPMENT AROUND AR-425 AND AR-430. 2000' 0' 2000' 4000' w- Z W �_ cli N N a EN a O N o 11 N CC ow O O a �a a O 0 o 0 z > E � it g wz� off°' �8 LL" o U � c `o `o E ••`�N'CARp��• P•20'zoFESS /.9 �p ti e SEAL i 23487 i SEAL R SCALE: 1 "=2000' Sheet Rerence No. feo ISSUED FOR BID ISSUED: 2021-07-08 C-1 UU � NOT TO BE USED FOR CONSTRUCTION INDEX: 5 OF 62 rf a W n v m MATCH - SEE SHEET C-102 117171 1l j 1 1yi11` IIII II N m I111 11570.001 II � Ij I I J I I I II I I I I I I I I I I I� II V I 'II IIIII III h lI1 JI I rllllllll 1 �f i cmi m (J II II mIaIII I111111j111 IJI II Z III dlIf �N I ll �111 1JIIIJIII I II(I1111111I�III�I+IIII ^�11I 1 r III II 111 l 1 J1 11 I I I;I l l d '5.I 01 hl II 9 411 II I s6awo NII + �� J 1 IIII IIII 1111;1111� 1 �11, II y I I II 1jIIIIIII I 1111JIII1111 IIIIII z Illj i I IJ 1111111J111111 Ij/IIjIJ11IllS�l°11 I (I 11 11 J 11 1 J 1 n 11 1^ Ij I i ti J I;vl Ib+I� I111IIIII1�111 �I I'1111 o 11 yJ1 1-I 1" 1 11 1 I I I I j1 I111I 1111111I1 IIII o 11 I 111111111 111;1111 111 � a J 1 I � 1111111I11IIII II I 11j1 J1111111i1o;�l11 IIII � � � I I � I ( I I I I I I I 111 I I I I 111111111111 I I��IJI J a V I 1i1111I11111JI11 IRI;IjIIIIIl11II IIJJIjt1111 }f tl Q 1 - �� ; ti 11 1}Ii II1111111 } l Q I II11 I I IIII I I loll, j O III Ys5o0 Q,1 10II11 = d 1 I I I J IIIIIII J1ryl 1i� I II INII I w 110l �I IIIII IJ11�1 11 11111j1IJ P1+IIII I I I 1 1 I I I I IIII � III I III I I �1I I IIIII 11 111 11 JI 1°IIII IIIII I� II Y1111 11 I G'11II`+I 111 tl111 4 1 �1111 111 111 111 j 1 i III 1111i 1111 �Iu� 1 1 N W , lolI11I I 11 11 i Jill, I I sas+ool N I I 1 IIII m M �1 11 1 'I lI a 111 11 1 '1 11 J IIII 1 11 II 1 11 I � � f I I II)I1�111j1 IIIiIIIYJI J111I 1 1dl 11111111jj11 IJII��II4I�u11111Il o { sa 1 N ryl I 11II 11 11 II II 11 I I II I II I 1„ 111 I I I I I 'o'+oo I! 111 ^ I o I I �I I 0 '111 I JI II'I I II II I`I 11 I I III 111'1Ij I IIIII I I I'I 1 1 1 I IIIIIII J 1 I� Ij I I 1 IJ1 1 11 11 11 111 II � 11 11 111 IIII IIIII II 1115.0111 IIIIYI+i I II I II I I Ill II IIjI IIIIII JIIIII IIII III IIIl14I ' I I 11 111111111111 111 1 1111�1 II; IIIII ��; II IIII III11 IIII1111 �I I� I I II IIIIII I III 11 I IIII o }I ' II � , I III 1 1 I I IIIII I 111 1115ao.J00111 I IjJ I D � I M i I I I �11 I 11 1 1 1 11 11 11 j 11 1 11 ,7 IIIIII � IIII 111 p`� °I 1111j 1 I}I I I 11 I I I II I1111 I I I 111 II1Y111' 1' f U 1j11j1jlll1 D � fa I 1 111 I I II I JI l 11 111 11 Ill11 111 41 11 III N111y11 W nr II j I I I 1l l Jl1 15 j.00 I jJ111 hl � I I 1 1 II I I NN III It �u i t I I � I I I JI I I I IJ I I I I; i J111 I I lI I ll l' I� II li Ili 1III11 IIIIII 11 II1111Jill I IIII 11 I I 11 Il I Ill I U0.0 0I II II I � I II� II IIIIIIIIIIII I I II 1111 ,,IIjI,, II 111�1 1 I I1�1 I I IIIIIJ1111 1 II 11j1jIIIII 111 11i9 1 I J 111 I 1111111111 I I IIIIII�Ii II 11h I' III 1 II's+s+ooll III - 11 I V I I IIII I I II it I li I 1 1 1 1111111111111 I I 1111III�Ij IIII IJ11 I I ; I I 1 1 1 1 1 1 11 I I I I IIII 1; 11 11 111J IIII I I I I I I I1111 IIII 1 I I I�I j II 111 4 I II I I I I I 11 1 1 1 1 J 11510w0111 J 1 �' I � I Iy 11 1 1 11 J1 I I 1 I 1 I IIIII 1; 1; 11; IlJ 1 1 I, I �;I , I I I II I I I I I I I II , 1111JJI,111�II� 11I 1 I ' ' I I III 11 1 1 1 I I I 1 JI 1 11 J III II I� II IIII JIII11 � �l I I IM I III I I I IIII 1 II 111 III A I� I Ill I I 1 1 J l l J l I I I II 11j111 1 5105w011 II lI II IIIJ1111 l 1 Jill ill 1J III 111 111 1' ; I � Ir Jf IIjl1 Ij1I Il J JIUI 1N; Ii1II j i II 1 1 jJ lyl 1 J III;IIIII I 1 IIIII }Jill,llJll 11 �I II{Ilo of J 14�111 i I 11� I i��ii�lil�il+i {l�llll'4J1II��lii I.� I� I� r l I II I IIIIII 11 (1;�f,I;IIIJ )I1 1 11 I O 11 1 I I I I J 1 1 1 1 1 � I11j1 l l I I I 11itII r I I 1 I I I 11 1 149s.bo I I I I II I f II I I I lr +I IIII 11j1 }IIII I`y I II 1 I ICJ 11 I I I IIIII I I �J {p111;I 11 j1111 �Ijl I I I'N I IY 1r IjIIIIj1illYr�llllll In t I 11 �i1�j11� �I IIIII i1i)II o � I I { I 11 1 1 1 4 11111 1 1 4B10.0 489.00 fl v� I I r I lllllll111 �} 1111j 111 ,I I � �, I f l 1 IIII 111 J1J I I It Ill h ill I If o0'1 INN J IIJl J J i I� lJ I i I I I J' —� a a�Jl�riliii� l u�� i''i iiEll i %1i 1 i I i i Ih ll i liiiili;illl rliilll1111J1 (ill I ICI q 111IJ1J111il1 1 irli; 1J«lIdI Ili I I I� I I '4{I I y 4 1 I I I I I I I I I +l Nil IIIIIIIII 11�W�polj 1 � I I r+ I I I jljlllll �` f�F II 1 I, `ail I l I III 1 475.00I y 11 1 {;IJIIIII�y11+V1I1�IIJ VIII I I I I I I- I I Illll�ll li II I hll I I� I O ;II Ii j II I III�I;II�IIJj�;1i �h�lllllfN� II,I I III I N ) P !III 1 If I' o I llf' U Do, IIII Jill J I I I ljlllllllr l l i IIII11111�j I h Nr°I mfn� 1 1 h �I I 1 G1 C C C� III I l l I l l l r{ II II Ill ll lit Iy i o�� frn I IJII I1IIJ 1. 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Project No. moffoff & nichol 919-781-4626 VNM I KEF 10121-11 Reviewee by: JDM D—me cotle: Seb—d by: MOFFATT B NICHOL rew Dme style: Ph, scale: 1:11. SHEET) OAK ISLAND RENOURISHMENT PROJECT 2021/2022 PROPOSED SUBLINE CORRIDOR - SHEET 2 OF 2 to 2022 RenounshmentPmjectl 10 12804-C- 102; Plotted, 71812021 11:54AM by MORGAN, NEKOL; Saved, 7/8/202110.,57AM by NMORGAN m m o� ISSUED FORBID E AI E ❑E B No LU m i STAGING AREA F-� N 0 o' H / CONTRACTOR BEACH ACCESS ROUTE C1 STAGING AREA 1 G-004 NOT TO SCALE Z E OAK ISLAND DR NGS MONUMENT RED MONUMENT NORTHING EASTING I ELEVATION RED 60209.52 2271232.70 13.23 Al SURVEY CONTROL G-004 NOT TO SCALE 1 STAGING AREA / k.mmm- C2 STAGING AREA 2 G-004 NOT TO SCALE W PELICAN DR W PELICAN DR NGS MONUMENT WOLTZ W DOLPHIN DR s 0 N W BEACH DR MONUMENT NORTHING I EASTING I ELEVATION WOLTZ 61377.64 1 2248806.84 1 34.45 A2 SURVEY CONTROL 2 G-004 NOT TO SCALE KINGS LYNN DR NGS MONUMENT LOCK MONUMENT NORTHING EASTING ELEVATION LOCK 1 61226.24 1 2232959.41 4.92 A3 SURVEY CONTROL 3 G-004 NOT TO SCALE E DOLPHIN DR w ! J a L N E BEACH pR STAGING AREA AM C4 STAGING AREA 3 G-004 NOT TO SCALE KINGS �VNN RD A4 STAGING AREA 5 G-004 NOT TO SCALE J THE POINT 3 STAGING AREA C5 STAGING AREA 4 G-004 NOT TO SCALE E E w— Z W 2 _N N M N OCj N Z N w r o CC J O �a Y a O a Z J a 0 Cn cc Cn W Z U a U w Lf Z >� <cn N lw a z o o 0 U > E � rcg �z� off°' �8 a" -6 U C 0 o O E ••`�N'CARp��• P•20Q�FESS /.9 'p ti e SEAL i 23487 i SEAL g Sheet Reference No. o ISSUED FOR BID ISSUED: 2021-07-08 C-103 NOT TO BE USED FOR CONSTRUCTION a INDEX: 8 OF 62 Nm 0■ Nm N'- 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 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 0 45565.66 2287892.48 00 48860.91 2287188.09 P 45667.35 2287791.65 PP 48860.91 2289173.09 Q 46860.91 2286599.73 QQ 48505.91 2289173.09 R 46860.91 2286099.73 RR 48505.91 2289443.09 S 45860.91 2286099.73 SS 48190.91 2289443.09 T 45860.91 2285099.73 TT 48190.91 2289093.09 U 47860.91 2285099.73 UU 47860.91 2289093.09 V 47860.91 2286099.73 VV 47860.91 2287643.09 WW 48190.91 2287643.09 XX 48190.91 2287753.09 YY 48520.91 2287753.09 ZZ 48520.91 2287188.09 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 2288,600.72 JB-23 48362.99 2289602.58 JAY BIRD SHOALS BORROW AREA ZONE ACRES ZONE 1 52.7 ZONE 2 97.5 ZONE 3 114.7 TOTAL 264.9 LEGEND A PROPOSED BORROW AREA CONTROL POINT JB-#0 JAY BIRD SHOALS VIBRACORES ® JAY BIRD SHOALS BORROW AREA ® JAY BIRD SHOALS TARGET DREDGE AREA WITH 50% PAY BELOW ❑ NO DREDGE AREA ---- MAG ANOMALY (MARINE DEBRIS) NOTES 1. BATHYMETRY CONTOURS SHOWN IN FEET REFERENCED TO NAVD88 ARE BASED ON MULTIBEAM SURVEYS PERFORMED BY GEODYNAMICS IN JUNE 2019 AND TI COASTAL IN MAY 2021 AND CAN ONLY BE CONSIDERED AS INDICATING THE CONDITIONS AT THE TIME OF THE SURVEY. 2. BORROW AREA COORDINATES ARE NORTH CAROLINA STATE PLANE, NAD83 (FEET). 3. THE MEAN HIGH WATER ELEVATION AND MEAN LOW WATER ELEVATION SHOWN ON THE DREDGE SECTIONS ARE BASED ON NOAA TIDAL DATUM AT THE OAK ISLAND, ATLANTIC OCEAN, NC STATION #8659182. 4. OTHER CONTRACTORS MAY BE PRESENT IN AREAS WHERE DREDGING OF BEACH FILL MATERIALS IS TO OCCUR. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ACTIVITIES. 5. SEE TECHNICAL SPECIFICATIONS FOR DATA SUMMARY OF THE ARCHAEOLOGICAL REMOTE SENSING AND TARGET IDENTIFICATION STUDY. THE STUDY CONCLUDES THAT THE TARGETS CONSIST OF MODERN DEBRIS (WIRE ROPE, PIPE, ETC.) 6. FOR JAY BIRD SHOALS BORROW AREA DREDGE SECTIONS, SEE SHEET C-105. 7. FOR JAY BIRD SHOALS BORROW AREA VIBRACORE SUMMARY TABLE, SEE SHEET C-108. 500' o' 500, 1000, SCALE 1"=500' D z w N O cn J Q N O oC Oa xQ Z N cn HOC �IU Lu co Cc Z }O J CC Q ro �CL Q Q, O i a e 0 B a s 0 U E rcg I �4 �s 6 U C AM o O E ••`�N'CARp��• P•20'zoFESS /.9 �p ti e SEAL i 23487 i tl NE�cP�?, SEAL 11'1„ Sheet ISSUED FOR BID Reference No. ISSUED: 2021-07-08 C-104 NOT TO BE USED FOR CONSTRUCTION c INDEX: 9 OF 62 N� ❑_ W z w w w LL_ Z O H w J w -15 -20 cl 0 z -25 w LL ¢ -30 w w N� -35 40 3 1 4 1 5 -lo EXISTI GROU G D � 11 _20 \-... _ --- .._- _ � I -\I I Ir I I I III ' 1 I I 111 .� .. . r.\1 5:1 25 -30- 5:1 EL -28.0 ON BELOW) ZONE 1 PERMITTED (NO EXCAVAT EXCLUSI N ZONE -35 -40 -15 -20 -25 -30 -35 -40 5+00 0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 DISTANCE (FEET) D2 SECTION C-104 SCALE: AS NOTED 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) 61 SECTION ��C-V SCALE: AS NOTED 5:1 EXISTING SLOPE TRANSITION ,r �- �, �-- ✓ ti. ` r v r �' 1, f 5.1 — 1 GROUND BETWEEN ZONE AND ZONE 3 2 I n r h MIN 0' BUFFER SIDE OF THE NOMOLY ZONE 3 PERMI (NO EXCAVATION ED EL BELOW) EITHER 5:1 MAG ZONE 2 PERMITTED EL -37.0 (NO EXCAVATION BELOW) -15 -20 m ao cl z -25 w LL Z 0 ¢ -30 w w -35 40 -1. 20 25 30 35 - -40 0+00 5+00 10+00 15+00 20+00 25+00 30+00 DISTANCE (FEET) A2 SECTION C-104 SCALE: AS NOTED 3 4 EXISTING GROUND II ` TARGET EL -3 4.0 (50 % PAY BELO ) 5:1 ZONE 2 PERMITTED (NO EXCAVATION EL -37.0 BELOW) 5:1 5' 0' 5' 10' mimmommi VERTICAL SCALE: 1 "=5' 150' 0' 150' 300' I-I(1Q170AITAI QrAI F• "=4f1M D y N cc 1r 0 D N 0\ N w N W m U w J V1 0 N co S a0 J CC Y a 0 CU CC m Q a ' 2 a� R E a 0 U > _ E o E rcg wl z �s o � c `o E t' SEAL 9� 23487 {i SEAL�N�. Mom" Nm ❑m Nm C-107 ro n W D4 0 CR-40 c-1o7 MM i CR-02li� CR-03 0 CR-04 ZONE 1 PERMITTED EL -40.0 (NO EXCAVATION BELOW) - ZONE 2 PERMITTED EL -41.7 (NO EXCAVATION BELOW) - �X Y D1 0 CR-05 C-107 ' Q7 AA s�. J 0 CR-1V a 0 CR-12 BB ZONE 3 PERMITTED EL -39.3 (NO EXCAVATION BELOW) � 0 CR-15 0, )3-14 C1 0 CR-13 c-1o7 LL °'' DD EE 5 ZONE 4 PERMITTED EL -42.0 ` . h C3 c-1o7 (NO EXCAVATION BELOW) G KK 0 CR-17 CR-21 f P ..d FF JJ I HH G P J 0 CR-102 o 0 CR-23 0 CR 22 0 CR-101 0 -103 R2000.00' AR-430 N:44676.98 E:2253003.82 CENTRALREACH CONTROL POINTS TABLE POINT NORTHING EASTING AA 49222.42 2252645.68 BB 48721.61 2252654.13 CC 48721.89 2251663.11 DO 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 CENTRAL REACH BORROW AREA ZONE ACRES ZONE 1 44.2 ZONE 2 45.3 ZONE 3 22.9 ZONE 4 67.6 TOTAL 180.0 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 6 OPK°IS A"v0 LEGEND A0 PROPOSED BORROW AREA CONTROL POINT CR-#0 CENTRAL REACH VIBRACORES ® CENTRAL REACH BORROW AREA E �$ NOTES 4 1. BATHYMETRY CONTOURS SHOWN IN FEET REFERENCED TO NAVD88 ARE BASED ON MULTIBEAM SURVEYS PERFORMED BY GEODYNAMICS IN JUNE 2019 AND CAN ONLY BE CONSIDERED AS INDICATING THE CONDITIONS AT THE TIME OF THE SURVEY. a 2. BORROW AREA COORDINATES ARE NORTH CAROLINA STATE PLANE, NAD83 (FEET). 3. THE MEAN HIGH WATER ELEVATION AND MEAN LOW WATER ELEVATION SHOWN ON THE DREDGE SECTIONS ARE BASED ON NOAA TIDAL DATUM AT THE OAK ISLAND, ATLANTIC OCEAN, NC STATION #8659182. 4. OTHER CONTRACTORS MAY BE PRESENT IN AREAS D F WHERE DREDGING OF BEACH FILL MATERIALS IS TO W OCCUR. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ACTIVITIES. = cll 5. SEE TECHNICAL SPECIFICATIONS FOR DATA it a =O O W a SUMMARY OF THE ARCHAEOLOGICAL REMOTE N w Q SENSING AND TARGET IDENTIFICATION STUDY. THE w N cc STUDY CONCLUDES THAT THE TARGETS CONSIST CC F- a O OF MODERN DEBRIS (WIRE ROPE, PIPE, ETC.) p W CC CC CC 6. FOR CENTRAL REACH BORROW AREA DREDGE ¢ V ro SECTIONS, SEE SHEET C-107. a Q 7. FOR CENTRAL REACH BORROW AREA VIBRACORE O rr 2 SUMMARY TABLE, SEE SHEET C-108. a 4 a C B 500, 0' 500, 1000, SCALE 1"=500' lw a - o E i Frz � _ E LLO E Cg ;� �q �s 6 t U C d6 �•`�N'CARD"',, P�20Q�FESS /.9 �p ti e SEAL i 23487 i t lNEtvP SEAL 11'1„ Sheet ISSUED FOR BID Reference No. ISSUED: 2021-07-08 C-106 NOT TO BE USED FOR CONSTRUCTION INDEX: 11 OF 62 c 14� ❑_ Iq_IIIIIIIIIIIII1 -JU ro -35 0 Z F- LU 1wi -40 VV -35 40 w 45 0+00 5+00 10+00 15+00 20+00 25+00 DISTANCE (FEET) D1 SECTION C-106 SCALE: AS NOTED EXISTING GROUND 5:1 ONE 3 PERMITTED E L -39.3 70 EXCAVATION BEL OW) z -35 w LL z 0 -40 w w 45 EXISTING GROUND 5:1 ZONE 1 PERMITTED EL -40.0 (NO EXCAVATION BELOW) z w w z 0 a w -JV -JV EXISTING 35 GROUND 35 ao -40 ZONE 2 PERMITTLDEL-41.7 (NO EXCAVATIONW) -45 -45 -5+00 0+00 5+00 10+00 15+00 20+00 25+00 30+00 DISTANCE (FEET) D4 SECTION C-106 SCALE. AS NOTED AM z W N f_n04 x0 it N Q U Z 0 2 W 0 W N S H J M — Q Q ~ 30 U 2 U W z � z O U Q0 CC w1r U 2 a = m 35 0 i O 4 -40 a C -45 -5+00 0+00 5+00 10+00 15+00 20+00 -5+00 0+00 5+00 10+00 15+00 20+00 25+00 30+00 35+00 46+00 DISTANCE (FEET) DISTANCE (FEET) C1 SECTION C3 SECTION C-106 SCALE: AS NOTED C-106 SCALE: AS NOTED B -30 00 m 0 z -35 w LL 35 z -35 w Lu LL_ z 0 -40 H -40 w w 45 -45 EXISTING GROUND 5:1 5:1 J ZONE PERMITTED EL -42.0 (NO EX AVATION BELOW) -30 -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-106 SCALE:AS NOTED EXISTING GROUND 5:1 5:1 EL -41.7 BELOW) 5:1 EL -40.0 ATION BELOW) 5:1 MITTED EL -42.0 BELOW) ZONE 3 PERMITTED (NO EXCAVATION 5:1 EL -39.3 BELOW) ZONE 1 PERMITTED (NO EXCA ZONE 4 PES (NO EXCAVATION ZONE 2 PERMITTED (NO EXCAVATION 5' 0' 5' 10' VERTICAL SCALE: 1 "=5' 150' 0' 150' 300' I-I(1Q170AITAI QrAI F• "=4f1M a 3 - - 0 U E I _ E Cg wl IZN Sq IVn a 6 t U W c � o `o E CARO��. P��O�/FESS /.y �•� s SEAL v� s 234E7 � nn SEAL 1 2 3 4 5 6 OAK ISLAND SEDIMENT COMPATABILITY E E �$ S - s x D D z w w m = N CI U Lu Cn N m m �- ON m_Q >F N W mF- W > oLu a'O ¢� 0D � a cc z a °m O g° x a a a h C C y Y 2 Y NOTE: WEIGHTED AVERAGE FOR CENTRAL REACH IS CALCULATED BASED ON SAMPLE HEIGHTS DOWN TO PERMITTED DREDGE ELEVATION. a g CENTRAL REACH BORROW AREA 0 N Ic B B 4 0 ti m a 0 m 4 `c t 12 0 N N cnRp" "•,, o NOTE: WEIGHTED AVERAGE FOR JAY BIRD SHOALS IS CALCULATED BASED ON SAMPLE HEIGHTS DOWN TO PERMITTED DREDGE ELEVATION. �FEssio�929'c, e u SEAL N i 23487 _ = A A JAYBIRD SHOALS BORROW AREA SEAL pl h 0 g Sheet ISSUED FOR BID Reference No. o ISSUED:2021-07-08 C-1C18 NOT TO BE USED FOR CONSTRUCTION 6 INDEX: 13 OF 62 1 2 3 4 5 6 Sediment Compatibility 2019 Native Global Central Reach Composite Jay Bird Shoals Composite NCAC Maximum Gravel 0.45% 3.39% 1.58% <6% Granular 0.71% 4.82% 3.58% <_ 11% Sand 96.96% 86.70% 90.25% - Fines 1.88% 5.09% 4.59•� <7% Carbonate 9.72% 16.45% 13.93% <25% Median (mm) 0.26 0.21 0.27 - Mean (mm) 0.27 0.31 0.34 - Vibracore Sample Number Sample Depth (ft) Survey Elev (ft, NAVD88) Permitted Dredge Elevation ft, NAVD88 Gravel / (o) Granular ° (/o) Sand ° (/o) <#230 (%) Carbonate ° (/o) Mean (mm) Mean (phi) Munsell Color Wet Bleached JB-20 1 0 - 4 -22.5 - -26.5 -28.0 2.64 5.78 85.19 6.39 18.20 0.34 1.56 10YR-4/1 10YR-5/2 2 4 - 15 -26.5 - -37.9 0.00 0.72 97.74 1.54 7.70 0.26 1.94 10YR-7/1 NA JB-21 1 0 - 5 -21.6 - -26.1 -28.0 0.81 1.71 94.56 2.92 19.30 0.31 1.69 10YR-311 10YR-5/1 2 5 _ 6 _26.1 _ _27.5 3.04 4.80 84.41 7.75 19.30 0.43 1.22 10YR-4/1 10YR-5/1 d 0 N JB-22 1 0 - 3 -19.2 - -22.2 -28.0 0.13 1.03 92.87 5.97 6.50 0.23 2.12 10YR-5/1 10YR-7/1 2 3 - 5 -22.2 - -24.2 3.58 5.52 86.96 3.94 18.80 0.39 1.36 10YR-4/1 10YR-6/1 3 5 - 6 -24.2 - -25.2 2.63 5.13 84.45 7.79 18.80 0.41 1.29 10YR-4/1 10YR-6/2 4 6 - 13 -25.2 - -32.2 0.54 1.66 94.79 3.01 7.70 0.34 1.56 10YR-5/1 10YR-6/1 JB-23 1 0 - 7 -17.7 - -24.2 -28.0 0.00 0.19 98.52 1.29 6.20 0.25 2.00 10YR-6/2 10YR-7/1 2 7 - 8 -24.2 - -26.0 0.60 2.55 91.05 5.80 13.80 0.26 1.94 10YR-4/1 10YR-6/1 3 8 - 17 -26.0 - -34.3 0.33 1.70 94.96 3.01 20.60 0.33 1.60 10YR-6/1 NA JB-01 1 0 - 1 -24.2 - -25.1 -37.0 2.18 1.99 92.25 3.58 6.80 0.34 1.56 10YR-5/1 10YR-6/2 2 1 - 3 -25.1 - -27.5 3.20 6.66 80.27 9.87 6.80 0.45 1.15 10YR-3/1 10YR-5/2 3 3 - 6 -27.5 - -30.2 3.94 5.72 86.20 4.14 6.80 0.40 1.32 10YR-3/1 10YR-6/2 4 6 - 17 -30.2 - -41.2 0.03 0.34 97.21 2.42 20.80 0.27 1.89 10YR-7/1 10YR-7/1 w � JB-06 1 0 - 2 -23.6 - -25.3 37 0 2.48 5.24 86.14 6.14 13.80 0.33 1.60 10YR-4/1 10YR-6/1 2 2 - 2 -25.3 6.87 9.49 80.50 3.14 13.80 0.64 0.64 10YR-6/1 10YR-6/1 3 2 - 10 -25.7 N-39.6 0.17 1.891.05 6.91 13.20 0.26 1.94 10YR-4/1 10YR-7/1r°4 1016 -33.6 4.86 4.28 85.84 5.02 13.20 0.63 0.67 10YR-6/1 NA JB-17 1 0 - 1 -27.1 - -28.4 -37.0 0.47 5.60 86.92 7.01 14.70 0.37 1.43 10YR-4/1 10YR-6/1 2 1 - 12 -28.4 - -38.7 0.82 1.15 93.95 4.08 11.00 0.27 1.89 10YR-711 10YR-6/1 JB-18 1 0 - 1 -25.7 - -26.2 -37.0 3.98 14.80 75.22 6.00 21.20 0.66 0.60 10YR-4/1 10YR-6/1 2 1 - 6 -26.2 - -31.7 1.63 7.85 86.06 4.46 21.20 0.35 1.51 10YR-7/1 10YR-6/1 3 6 - 11 -31.7 - -36.7 0.39 1.82 93.88 3.91 27.30 0.33 1.60 10YR-3/1 10YR-5/1 4 11 - 17 -36.7 - -42.3 2.37 7.17 88.10 2.36 27.30 0.66 0.60 10YR-611 NA JB-07 1 0 - 2 -21.0 -23.0 -29.0 0.67 2.69 91.64 5.00 9.30 0.26 1.94 10YR-611 10YR-5/2 2 2 - 5 -23.0 - -26.0 3.74 7.67 82.56 6.03 9.30 0.40 1.32 10YR-5/1 10YR-6/1 3 5 - 8 -26.0 - -29.0 3.51 7.68 81.03 7.78 11.80 0.45 1.15 10YR-5/1 10YR-6/1 JB-08 1 0 - 3 -17.5 - -20.0 I- -29 0 0.17 0.61 94.04 5.18 9.60 0.18 2.47 10YR-7/1 10YR-6/1 2 3 - 5 -20.0 - -22.5 0.71 1.94 95.21 2.14 9.60 0.32 1.64 10YR-7/1 10YR-7/1 3 5 - 6 -22.5 - -23.5 4.55 6.91 82.26 6.28 10.50 0.56 0.84 10YR-7/1 10YR-5/1 4 6 - 16 -23.5 - -33.5 0.33 5.01 90.79 3.87 10.50 0.39 1.36 10YR-5/1 NA M o ni JB-11A 1 0 - 2 -22.3 - -24.3 -29.0 4.74 3.26 85.71 6.29 18.50 0.24 2.06 10YR-3/1 10YR-7/1 2 2 - 7 -24.3 --28.8 2.24 8.46 85.57 3.73 18.50 0.43 1.22 10YR-6/1 10YR-6/1 3 7 - 8 -28.8 - -29.8 0.80 5.44 87.05 6.71 16.10 0.40 1.32 10YR-5/1 NA JB-12 1 0 - 2 -18.8 - -20.4 -29.0 0.15 0.69 97.60 1.56 5.90 0.33 1.60 10YR-6/1 10YR-7/1 2 2 - 7 -20.4 - -25.8 0.65 2.67 92.11 4.57 5.90 0.25 2.00 10YR-6/1 10YR-6/1 -25.8 3.19 5.36 85.72 5.73 18.80 0.35 1.51 10YR-5/1 10YR-6/1 1 0 - --22.4 0.95 2.58 94.42 2.05 10.00 0.33 1.60 10YR-711 10YR-7/12 2 - --24.0 0.11 1.05 92.08 6.76 10.00 0.19 2.40 10YR-5/1 10YR-7/1JB-133 3 L-2 --25.3-2905.90 11.41 76.31 6.38 21.10 0.58 0.79 10YR-5/1 10YR-6/1 4 41 - -31.4 5.53 5.48 84.25 4.74 21.10 0.48 1.06 10YR-5/1 10YR-6l1 Weighted Average 1.58 3.58 90.25 4.59 13.93 0.34 1.56 NA NA Vibracore Sample Number Sample Depth (ft) Survey Elev (ft, NAVD88) Permitted Dredge Elevation Gravel Granular Sand (%) <#230 (%) Carbonate (%) Mean (mm) Mean (phi) Munsell Color Wet Bleached Central-07 1 0.0 - 7.1 -36.3 - -43.4 -40.0 1.92 3.25 89.31 5.52 14.00 0.24 2.06 10YR-3/1 10YR-5/1 c ro Central-08 1 0.0 - 2.0 -36.1 - -38.1 -40.0 3.80 2.38 90.03 3.79 4.30 0.26 1.94 10YR-3/1 10YR-6l1 2 2 0 - 4.0 -38.1 - -40.1 3.21 5.60 82.88 8.31 11.60 0.28 1.84 10YR-3/1 10YR-5/1 1 0.0 - 2.0 -36.0 - -38.0 0.89 2.07 90.86 6.18 6.20 0.24 2.06 10YR-3/1 10YR-6/1 2 2.0 - 3.0 -38.0 - -39.0 8.58 10.21 75.99 5.22 11.60 0.48 1.06 10YR-3/1 10YR-5l1 3 3.0 - 3.7 -39.0 -39.7 1.00 10.88 83.97 4.15 10.50 0.46 1.12 10YR-3/1 10YR-5/1 Central-09 41.7 d 0 4 3.7 - 5.7 -39.7 - -41.7 4.58 11.60 79.33 4.49 37.50 0.57 0.81 10YR-3/1 10YR-6/1 N 1 0.0 - 1.5 -36.6 - -38.1 1.87 3.20 89.90 5.03 8.10 0.24 2.04 10YR-3/1 10YR-6/1 2 1.5 - 4.0 -38.1 - -40.6 5.34 6.07 83.99 4.60 10.20 0.38 1.40 10YR-3/1 10YR-6/1 Central-10 -41.7 3 4.0 - 4.8 -40.6 - -41.4 0.72 2.58 93.39 3.31 6.40 0.40 1.32 10YR-3/1 NA 4 4.8 - 9.2 -41.4 - -45.8 5.73 10.03 79.08 5.16 35.60 0.56 0.84 10YR-3/1 NA M 1 0.0 - 0.7 -36.5 - -37.2 4.53 3.15 90.64 1.68 18.70 0.32 1.64 10YR-3l1 10YR-6/1 o Central-16 ^� -39.3 2 0.7 - 1.5 -37.2 - -38.0 1.39 3.17 90.68 4.76 18.70 0.24 2.06 10YR-3/1 10YR-6/1 3 1.5 - 2.9 -38.0 - -39.4 6.25 6.83 82.65 4.27 31.80 0.37 1.43 10YR-3/1 10YR-6/1 1 0.0 - 1.0 -37.1 - -38.1 1.69 3.74 92.92 1.65 20.70 0.45 1.15 10YR-5/2 10YR-6l1 2 1.0 - 2.0 -38.1 - -39.1 4.88 3.84 86.63 4.65 20.70 0.26 1.94 10YR-4/1 10YR-5/1 Central-18 a 42 3 2.0 - 4.6 -39.1 - -41.7 1.71 4.34 87.39 6.56 18.60 0.28 1.84 10YR-4/1 10YR-6/1 c 4 4.8 - 7.2 -41.9 - -44.3 6.67 6.93 83.32 3.08 19.50 0.53 0.92 10YR-4/1 10YR-5/1 N Central-19 1 0.0 - 2.0 -37.6 - -39.6 -42 6.04 4.13 86.87 2.96 12.60 0.29 1.79 10YR-4/1 10YR-6/1 2 2.0 - 4.4 -39.6 - -42.0 2.82 44 86.14 4.60 31.40 0.27 1.89 10YR-3/1 10YR-5/1 Central-20 1 0.0 - 4.0 -38.1 - -42.1 -42 3.66 J81 86.66 6.87 14.40 0.24210YR-3/1 10YR-5/1 Weighted Average 3.39 82 86.70 5.09 16.45 0.31 1.68 NA NA r 0 0 U E om �zN off°' �s ^< o t U C `o `o E E ❑E B lwmq� --� ' I 1 1= I I pCEAN DRIVE - I � I 7 �- _ _ --- 1 ➢ 1 I I EMERGE�JCYV�HICLE, ACCESSYPE DUNE WALKOVER, PROPOSED TOP OF DUNE TYP, SEE NOTE 3 1 Z z (EL VARIES) 10' WIDTH as 1 = C u y PROPOSED LANDWARD i 1 C p r r BEACH PUBLIC ACCE wO I Z ➢ TOE OF DUNE (EL VARIES) A TYP, SEE NOTE 4 -ra 0 - w I z p 1 - `- --- 70 DvZ Ir -u �� -z w FCA ��- y� •a-ZO- STEGALL C C ESTAT�'n_ _ RTE4MA K -- _ -Nw.O KE ��- _ , _� - - ----_� , _ _ Z _ _ _ m _ 2 - _ ARTER REM ETU O- _ _------- 1 N # W o - = o.-WP3 WP2�N4:1/5:1 SLppE�yi 1 0 0 [� 77 - - --------- _ _ _ __ _ _ _ N A SLOP o o '�wPt � -C1 B.L. DUNE � � _..L �_ - - � _� .N_ _ € r. _-- ---- - -- -1- --. ------ - PROPOSED _-- -- I --- -- - -- --m - - -U TOE ��WP101• _ _ _ s �WP100- _ --- - - 13--- OFD NE EL TO - - � - - T --� � DO _ - -- 1. - _ - - BARBEE DUDL-E (-W ET:®-'- �ARBEE�IIDLEY ETAL ( ) I- - -- - - - -- - - - -- - -- - - - - - - - - _ _ K-ISLAND - - HpRNSTE LYN - - - - - - - - - - - - - - - - - - - - --_ - - - - - __ _ 1 -- ,----- _ --- - -- - - ----- --- ---- g - - -- - PROPOSED (EL - - --- ------ -- ---- - L7.0) --- 20:1 SLOPE - `--- - _ - - - - - - - - -_ ----- MHW—... MHW— --MHW— --MHW .. —MHW - - --._ _ - __-- -- MHW —MHW - — - in --- -- - - -- - __ .-.—MHW--..—M � ___--.___------__.--_------- __ - -- .�. -- - -- --- _ MHW—._— HW—EXISTING MHW---------- ---- ------ _ -- - - —MHW—... 20:1 SLOPE - - - - - ED---- PROPOSED MHW - - - - MHW—. 0 - _.—MHW--_ MHW—...—MHW MHW...M - - _ PROPOSED SEAWARD - - -- _ - _ __ _ _ ------ --- - TOE(ELVARIES) -- - - -- PROPOSED MTL _ - - - - - - - - D- - - - _ _ _ _ -_ ------ --- -- __ ----- - --- ---- ---- - -- -. --- -- _ EXISTINGMTL =_ -- ------------ - --- - - - - - -'D1 -- -- --- --- —_ =_ ------------- ----------- .. r -- -- - - ---- - - - - ---C2 - --- C 300 -u - - - 3 _ EXISTING MLW ATLANTIC ADD ALTERNATE #1 6 _7 -- -- -- NOTES: 1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLE. 2. SEE SHEETS THRU FOR CROSS SECTIONS. 3. AT LOCATIONSS SHOWN ONN PLANS PLANS AS "DUNE WALKOVER", POST AND ROPE FENCE SHALL BE PLACED TO CREATE A 5 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS. 4. AT LOCATIONS SHOWN ON PLANS AS "BEACH PUBLIC ACCESS" AND "EMERGENCY VEHICLE ACCESS", POST AND ROPE FENCE SHALL BE PLACED TO CREATE A 10 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS. 1 2 3 4 5 -- 60' 0' 60' 120' E E w- Z Ln N It N 'o C.,Z W N r CC W J O La Y O v � N lw _B z a °x z E 0g ;z4 off°' a O U c � o `0 E g'2oQOFESS ..�Z.y �p ti e SEAL 9�: i 23487 i SEAL SCALE: 1 "=60' Sheet Reference No. o ISSUED FOR BID ISSUED: 2021-07-08 C-110 NOT TO BE USED FOR CONSTRUCTION INDEX: 14 OF 62 6 " 0 ISLq,vO E C B STAGING AREA C.] r91 E L. = PROPOSED TOP OF DUNE (EL VARIES) 10' WIDTH T-7 - - — OCEAN DRIVE PROPOSED LANDWARD BEACH PUBLIC ACCESS () TYP, SEE NOTE 4 , 1 --- _ TOE OF DUNE EL VARIES DUNE WALKOVER, EMERGENCY VEHICLE NOTE 3 - — - - _ — TYP, SEE ACCESS, TYP, SEE Al TOWN OF OAK I LAND , �y v I W w w � A ----- ----- ---- I F- Q ¢ w 2 I z� I I I -� - _ -,m �=i=,Q ;,(yam z� l I w I I �m - - -- - - - - _ _ - --_ J!Y I I Z C0 .. -� ,_- 10, --- I �--_ci � 1= _�w_I -_ - [a- -Qw - - -.W}U -Z Jw-_ W D:m _ --- T I Lu CI1 ___-g o - - _ 0 vOPE J _ __ —I -�` --- r _ _-_ - _ f 1> W + O - - - - - �_ - - - _ - _ - __ - ___ __- __ --. - - _ __ _ _ ro + _._. _ _oo ��WP6'�WP5-�--_. - -_ _- -_ �� __ _ _ _ _ _ - �W _ _ W o - - - - _�_- _�� __ - —_ W M o o - --_ - __ - - _- _ _ - --- - -- 80' BERM � � F' _ _ _ _ _ �� 5 1�L�PE= _ w wWfD fH- - PROPOSED LANDWARD - - - ```_ ~_ 4:1 SLOPE I -� -P l+ - - - - _ a = - - - - =T iT JET - s - Y -- - 4 1 SLOPE o - w _ -TOP QFBERM (EL 7.0) MwP1oz N O . - - - - + m -s- - T_� -i} --- ------ 2 L WP103-�� -- ___�-__--------- - yB.L.DUNE __--U BARBEEDUDLETWETAt - -------- 2 ----�---- -r-� or1 F PROPOSEDBHRM------- ----E- ---a---a- BARBE BILLIE J I m SL{3PE-BRE-AIL EL 7.0 r ( ) PROPOSED TOE�_- OF DUNE EL7.0 _- -- m _I - - - -20:1 SLOPE ---------- -- �� F,- -1 fW, H AL�� XISTINGMHW M - HW—...— --- MHW— --------------_--BA n u� ^L� WET -v 20�1 SLOPE—Mw ...—MHW - _ - 0 - - - MHW- MHW —MHWMHW-..—MHW ... MHW—...MH ------------- _ � I I ----------- OPOSEDMHW EXISTING MTL Ell -- D1 ---- — ®- I_. C1 EXISTING MLW C-300 - - - - - - - - - - FOR PIER, SEE NOTE 5 1 I I ATLANTIC OCEAN I I I NOTES: 1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLE. 2. SEE SHEETS C-302 THRU C-322 FOR CROSS SECTIONS. 3. AT LOCATIONS SHOWN ON PLANS AS "DUNE WALKOVER-, POST AND ROPE FENCE SHALL BE PLACED TO CREATE A 5 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS. 4. AT LOCATIONS SHOWN ON PLANS AS "BEACH PUBLIC ACCESS" AND "EMERGENCY VEHICLE ACCESS", POST AND ROPE FENCE SHALL BE PLACED TO CREATE A 10 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS. 5. IF NECESSARY TO FILL THE TEMPLATE AROUND THE PIER SMALLER EQUIPMENT MAY NEED TO BE UTILIZED OR SHOVELING TO AVOID DAMAGE TO THE PIER. 4 PROPOSED MTL PROPOSED SEAWARD - - -- - _ _ ---- - -- -- - - - - -- - -- - -- -I __ TOE (EL VARIES) - - - - - B N 60' 0. ® SCALE: 1 "=60' o Sheet m Reference No. o ISSUED FOR BID ISSUED: 2021-07-08 C-111 NOT TO BE USED FOR CONSTRUCTION O INDEX: 15 OF 62 d 6 " W_ z W cli N IX N ON zo W N H 0 W J O Na Y Q O W W O~ N z JzLu W J aQ W F � fn Q z 0 - °x z m � o� o9� LLM 0 c � c 0 0 E 60' 120' o?o`rQgFEssR04 p �p ti r a SEAL v� i 23487 i SEAL Op,K IStq,vO E C B —OCEAN DRIVE 1 1 - 1 1 1 1 1 _ S 1 1 1 -- - --------- -----_ ----.N�----_ o--- o o � 1 ♦ + O n — ERM— 80'BERM N — O WtDTF{ ��— — —__ -J t I �.i -N_-I --- _o+_------- --------- O 1----1----------- -- -- $0IDTH i I `cry f N Ill x------- _ -- qua= ----------- WIDTH =-�—�� L — OQ OF-9AK-ISL�P}D— — — — PROPOSEDLANDWA�tD — — — — x w _ _ _ _ _ — IMMV- MHW4_ — ------------------------- - C- - --- ---- -- BERM .0) w WP10s• _ _ I TOP OF BER L 7 _ I --- -- x3 - ------------------------�_----- -------------------- _ _ _ — — _ — _ _ _ _ _ _ _ _ �10RNSTEIII�AROLYN BA�BEEfiAt3 - I w —rI-- /�� -_-___ - _ - - - - - - - - - - - - - - LJ _ _ - - - - - - - Z - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - PROPOSED BERM _ — — — — — — — — — SLOPE BREAK (EL 7.0) EXISTING MHW W=- HW— -.—MHW - MHW—...—MHW—..--MH _ _ — — — — — — _ — — — — — — — — — — — - - — — MHW—_ W—...—MHW—... MHW—_.—MHW 20:1 SLOPE— — — — — — — — — MHW— ...— MHW— .. — — i MHW— —...—MHW—_.—MHWMFiVV—_--MH PROPOSED MHW ---- 20:1 SLOPE - - - - ------------------- -------------------------- -- --- — __----- :77-- - -.. — WPROPOSED -_- -�- -- _--- Lw—_—M -- ---------- --____ EXISTINGMTL - PROPOSEDMLW --- -- - -- --- - -- -- -�__-- r PPPPSOPOSED SEAWARD NOTES: 1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLE. 2. SEE SHEETS C-302 THRU C-322 FOR CROSS SECTIONS. 3. AT LOCATIONS SHOWN ON PLANS AS "DUNE WALKOVER", POST AND ROPE FENCE SHALL BE PLACED TO CREATE A 5 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS. 4. AT LOCATIONS SHOWN ON PLANS AS "BEACH PUBLIC ACCESS" AND "EMERGENCY VEHICLE ACCESS", POST AND ROPE FENCE SHALL BE PLACED TO CREATE A 10 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS. TOE (EL VARIES) - s- - - - - - - - - -_ - _ c-3oo = EXISTING MLW -------------------- ----------------------------- - -6 -- - GL ------- ---------- ----------------------------- ---------------------- ATLANTIC OCEAN - 60' 0' 60' 120' E AM B Z W = N O N O N Z C W N C 0 W JO Na Y Q O V T� N W W O~ ro Z Z 2 J W J aQ W F N Q 2 O 2 0 m z z > E Q o� all 09� <g o U � c 0 0 E o?o`rQgFEssRp�v"s ti r a SEAL v� i 23487 i SEAL SCALE: 1 "=60' Sheet m Reference No. o ISSUED FOR BID ISSUED: 2021-07-08 C-112 NOT TO BE USED FOR CONSTRUCTION O INDEX: 16 OF 62 d 6 E 0 B 4 I y EBEACH DRIVE r w w Ill --====-- ---- _—_ -� - - - - - - - - m cn _ - __ L PROPERTY OWNERS --- - - - --- --- ---- ------ - --- - --- - - --- - -- - -I _ EAS7T�€ACFTPROPERTYOWNERSASSNINC-----------I A -� m y 2 OI # -- s -- - --- - I -- --- _`---- -----�—�_-_-_---------------------- - -- --- Y Z Z -�--- - - m 1 G ------------------------' - --.�__- ____---------�---_ - -- _ _ _t_-__ _ Ian _m i � m __ 1 _ N _--_--------_-_-_—__ -- -�-fit- - --___-_---------_-_--_- ,-- ----- ____— _ J-__ -_------_ -_ -- -- _-_- - ---_ _ --- ---- — — — - - -------__----------------L- - t_�---- -- --- ---- ---- - — - -- -- - -_ —= __� — — � 75=__----' - - -= _______________ ________ --__- --_ --- I_ -- ------ _ ------ _ _ _ - _ - - - - - - - - - - - -o - - - - -o - - _ - - _ o.- - - - - - o+-- - - - - - - - - 0 00 0 0 0 0 0 ~� n + - -N- WiU,/l N- ' � N N N N �-�-- N- ----- N N N N nN � PROPOSED BERM - - PROPOSED LANDWARD 85' BERM `� -------------------------------SLOPEBREAK(EL7.0j__, TOP OFBERM(EL7.0) - - - - - - - - — _ -WIDTH U - _ 1 �WP107 - - --_--------------- _--_ q---------- _-_--_- - - _- U - - - - - - - - - - - - - - - - - - - - - - - - - - - - �_� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __ - - - - - - - -. H w--__ -- _ _ _ w w---- ,--- _ _ _ -- -- ------------ 4- 106 w_._ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 6 — — — — — — — — — — — — — — _ — — — — W -- -------------- _----_---_ - ------ --- _---__--_- --- - _ - 2 - - EXISTING MHW - - - MHW-- HW ...—AHW=.-. Mp��._--MHW= MHW— — - - -------------- _-------__ - -- - - - - - - - - ------------- -- - -_- MHW .�� MHW - - -------_---_ _ �- - - - - _ _— ._—MHW—... _ —A4HW - - - - - - - - - - - _ MHW— --—M411K— HW= —M - ---------------- - �- - - - I- -dHW --MH -_-- 20:1 SLOPE --- --�--- ------ ---- 20:1 SLOPE - - -_EXISTING MTL _ _ _ —PROPOSED MHW ---- -- - -- --- --- - ------ ------------------- -- -- --------Q--- - -- — -- - ---- --- -- G------------------------------- -- — ------------------- -MLW LWMLW-- _-M ---_ --_ _-._--___----- -------- --- —.---MLW—.--- —.-- - ---_ - -- --._ -- MLW—._— MLW---- -- -. ------ ---- _ _ _ _ --- --- ------- _ ___ TL -- - - ._—MLW MLW MLW .. ._-- _ _ .. MLW— —MLW MLW— M - ---- ... __.---- - MLW— --_ EXISTING MLW O - - - ` - - - - - -- Lw — MLw— -- MLw MLw C6) - - - - - -- - ---- -- --------- - - - - - - -PROPOSED MLW-------- ------------ - ----- %--- ---- -- _ MLW ML --a=` --- -- -_ --- --- -5 --------------- __- 'OSED SEAWARD (EL VARIES) cC-3oo S- - - - - - - - - - _ - - - - - -7 ----------------------------------- - ATLANTIC OCEAN --------_�7D - - - - - - - - - - - - - - - - — ---_ ---_ NOTES: 1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLE. 2. SEE SHEETS THRU C322 FOR CROSS SECTIONS. 3. AT LOCATIONSS SHOWN ON PLANS AS "DUNE WALKOVER", POST AND ROPE FENCE SHALL BE PLACED TO CREATE A 5 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS. 4. AT LOCATIONS SHOWN ON PLANS AS "BEACH PUBLIC ACCESS" AND "EMERGENCY VEHICLE ACCESS", POST AND ROPE FENCE SHALL BE PLACED TO CREATE A 10 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS. 1 2 3 4 5 60' 0' 60' 120' E B Z W Ln N It N 0 \ N Z N w r S W J O La Y O G N LL W Q F a z Z S W J J as W � F- � Q 2 O 2 B it z o a 0 r i z LLO E CS wl jZN 2 U'n ^< 6 t w c � o `0 E ••`�N'CARp��• g'2oQ01 ESS ti e SEAL i 23487 i SEAL SCALE: 1 "=60' Sheet ISSUED FOR BID Reference No. o ISSUED:2021-07-08 C-113 NOT TO BE USED FOR CONSTRUCTION INDEX: 17 OF 62 6 W 0 m A A w N .� z O -ytnmy(n(n� O��vm�mmm rmzrmmo r�71171 00omm �Z-1y=-1mm mcoo��o�� o G 0 Z W 0 0 0 �1==� m=woo 0-0 �0�0 Op ImZ OZ�;fI 9DO m0c0 Dww O�Nixl 1_=Z :U Z me =emu) mD(1)00 CnO> -j>x-' O61 m OO m W D p W z mzD U coao 000 pmwm Z o O D p Z Dmcm ��m wmo m0?O m0CDj DA tmnm i-0 0 Oxon O yDCn OCn z �r mi -i o DDz �Z D uzimo mo W DZ00 m n m m 91 0 z O o -1 DO �cC to mmfll D o p o r m m 0 NO II O� Z O N U-1 p CO C W 0 0 O z Om x cn i � m O m � o m Fife.O.'IRAI f0128-041C 1 D z O 0 D z II I I I l I 1 1 �C) I li I 1 I I I 1 1 Ill MATCH - SEE SHEET C-115 III III I�Ir I IIII I l 1 11 II L JUDD W222ENDELL ET ELLEN J Il I �'! I II � I` xl I I � III I I I II I11 i IIIII �-�i I - IFI T SHERRY S 111 I III IKALgWYCH JEROME II III IIIIII za5+oo1.I I m l I II61 11 IIIII I I''' Z I x I I I11 III EASTMAN CHRISTIAN ETALS m I'l II 1liImA I-_ --OIII m10 I�l mm 111 pI zsa+oo GNpLIN LLC w IIII YIIIvmouo -0ZIo II I-ml 1ml 0-01 1 l� II11 IIIW 111 DO m1 lIdIIIlI ll IIII +� III 111 � 1 m mlI p IIIII I�Io 111,11 IIIIIII o O II g �11 r W 2 1 Il Ip h I iu1 1 1 ♦}LIE'- R FREDERICK T Ir I m Io Y ET DIONNA E 283+00 I I J I I I II I I Y W I I IIII I l I I I I I I I IIIIII I I I I I I, I I I I 1 I 1 III l IIII l o v UDETII P SCOTT III YI TUX N ICHARDS O 01 1 1 1 ipal 11 1 111 m -111 I Paz+ IIll11 — 1 - ------ --- r 1. mltl l o I. -.I �I�--' 1--------- III WWI I 10 111 m II I I,mm1 IDI� IIII I' �E67thST p ��'III III III Iamilm IIIIII 1 II D I A O Iv l 4 l * h � Ip III BIL NKFNSHIP SCOTT W ETUX KRISTA J i x f I 1 l l l l l I� III I I 'om 1JI I I I I IIII 11 i1 I I I = Io 281+00 11 Y W 1 I I Iz III 1, III VI I Im 1 III I 1 1 111I I I I I BLANI�IENSHIP SCOTT W ETUX BLANKENSHIP KRISTA J g$ - IIr1I IIII p l I 0 1 II O IA iea o0 I d I' 15HATRAJU S ETUX CYNTHIA E l IIIII I 01� I1�1III III 11 �� T I j—�Ihi IH--�--- - — - -- mllvp III j I I �Wm IIIII 1111111 �1 l l L�UCpHTER ANGLA & JOHN E LAUGHTER I 1 0 lm II 'Illy 111 111 YI l v l 279+001' rl I - - . l - - - - I I I SEI661 th ST I I 1� � 11 I III II I I = IIII I � III I III I h + n,ll 1 �I11 I I II II 1 II IfT-I� II 4 IW- IIII II�'�I �--�----------- - II �I jr-I IIII I I' 1 I I '1 11 III I' I I� IIII I I LENNC}lX DONALD D JR ETUX LENNOX JILL HARTER Im IIII � I 0 III-178+00 I m m l X W I A'11 N IIIIII PALMATIER MARK A x I xl II � I 1 -j;11 G) Z III I lI IIIdl111 IIIl1 II o Ill 3�- 1�I l3 'IIII =III IIII III II 1 I � I r II I' II 4i 11 l p ''PALMATIER MARK A WF—mil I _ Will 1 III IT- F I IIII III - I I I I I I I IIIII, I 11 l I13 ll l III 'IIIII �I 1 IIJALMATIER MARK A III 11111- �Iltl 1--- I I r 1 I I l Il IW�I I I I II I I I Y II SE 69th ST � I I 1 II I I 111 I I I 1 I I I 111 I I I I II �� WI III IIII Irl ,��i� �,I Ill ---- II IIII 0 I I RO I l' F 1112 KENNETH ETUX �I �� I p"�� k 'IIIII BARE' < m G m75+pp �W _ III J OD,) m= r `O IIII IIIIII Kilk�H �IOPF MATTHEW B Z c I I I I I II Ill l l I IIIW p m I I I I 11 I I I I 1 1 11 111 IIIIIII 1 WII III' I A D I I I l III L�I� mm I I I I I II11 11 1 I I I IIIIIII II`��I' 11 11 IIII to IIII IIII ROE Cl 11♦21 LES R TRUSTEE & CO 3 I o z7q:l III I DIAL l ' ON I I� I I Ill � I I I� � I I IIIIIII 1 I'Illl I IIIIII 1 III 1191 Tht 1--------� F I ! 11IIuu I'I I I I111 l IUIIIII l BUN MARDWA1 IAOMAAS W ET 1 I III III III I�'l�lIb 1l 273I+00 IIII ''' I^� I III II I1 11 I' IIIII ICn I I I � ' I I I Y' II I I I I I II I I' 11 I' I IIIII 'I IIII SE 70th ST I I I III I� II II III '' I I I ' iIIIIIIIlI1W1I 111�111-� �,1��-------� m = I 1 III I IIIIIII IIII ILEGE tErFREY MARTIN �P IIIII f�I'I iTUX IA MARIE F d IIIIIII I III III 1 W v W 1 272+p0 o I11 a I'la.' 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AQOtJL JUDD W222ENDELL ET ELLEN J 1 I MATCH - SEE SHEET C-114 0 CWO W 4700 FALLS OF THE NEUSE ROAD, STE IIIIIII III II I II I I 1 II I I 1 pi I11: I i 3rI o�N III 11IIIII1III IIIII IIIIIIIIIII IIIIIIIIiIliII1I1 IIII1IIl 11IILI11liIII.II II11III jI1,l�I,Il I I I 1 �II 'I� Ii I I I II 1 iI 1 �IIIIII11IIII IIII IIII II II II11IIIIIIIIIIIII IIIII1 II 1I1iI1 I I II I II II 1I 1II Il II IIIII II = II lI1 I I II �I i x� I.._� I T I I�I I II � I I pD 011mIII O 111 I00 UI mm � 1 w \ I E�3�� ST I r 1 - J,/-I- ti I e� is5+olol � II 1 1 1 �\ I I l III I I I I<EENERIWOR6Y K JR ET �LIAINE ryl 0 m I I I IIII m� II � I II "IY II I i I III ��----� z LL p I III II IIII 11, I TATE,IIRbBEKT D ETUX LEIGH F C I I 294+00 m x All IhI `"0 — Ir I I OI I I ISICHLICHTER CHARLES In111 I II; IA I 1IEI MARYT I I � IIII I I I I II 1 IIIIII � III � III 293+00 1 1 III' II � I III SGHLICHTER CHARLES G JR 11ET MARY T III I III III IIII �� - - — - — - - - -- II I I I III I I l ll � IIIIII III III I I I I (PRICE HAROLD R ETUX II 21 2+o I III II KAREN TRUSTEES Z I II I III III/II III II I II -�-- - - I IIII I' I1 1 z r W hl 1; III I I I$ XTON DWIGHT DAVID ET O 0 I m I I I III IIII III IIIIII MINE w m II zl 11111111111p'lll II—I1�'1,L-------------- m I 291+oo I I I l 1 II I �I °ICE 64th ST --- II I I I IIII 11 II I i t I' I I I F(IELER FREDERICK J & y I 111i III I II D1ONNAFINDLAY i O I0 1 290+001 11I 1 111111 Ilvp I 0 III I z 11 Y 11'p MICHAEL A FIFE REVOCABLE TRUST I m m J THE AND NANCY BOGLE I� ll l j111111;11'j I Ivlm I 1 II !I I IIII'IF�I-I--r—I-I------ -- III II I z89+oo 1 j MURRAY JOHN D & JAMES W GIo' 11 y, Lr D Q �I-d �II mllml m0 - - - - - - - tnlo 1111'IiIIl1' OI- m Q 11 01O III col I oIp I I11 ll1 (IIIIII mI-IMCDOWELL ROBERT P II =1 �$8+001 1 I IIII � I I I TI zl II ETUX LYNN H I� IIII Ao _ o mlol Illl m III IIII D 3>0 III �I1I 11 m ( m II1 �I I I. 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AQOtJL JUDD W222ENDELL ET ELLEN J 1 I MATCH - SEE SHEET C-114 0 CWO W 4700 FALLS OF THE NEUSE ROAD, STE I11: I i 3rI o�N III 11IIIII1III IIIII IIIIIIIIIII IIIIIIIIiIliII1I1 IIII1IIl 11IILI11liIII.II II11III jI1,l�I,Il I I I 1 �II 'I� Ii I I I II 1 iI 1 �IIIIII11IIII IIII IIII II II II11IIIIIIIIIIIII IIIII1 II 1I1iI1 I I II I II II 1I 1II Il II IIIII II = II lI1 I I II �I i x� I.._� I T I I�I I II � I I pD 011mIII O 111 I00 UI mm � 1 w \ I E�3�� ST I r 1 - J,/-I- ti I e� is5+olol � II 1 1 1 �\ I I l III I I I I<EENERIWOR6Y K JR ET �LIAINE ryl 0 m I I I IIII m� II � I II "IY II I i I III ��----� z LL p I III II IIII 11, I TATE,IIRbBEKT D ETUX LEIGH F C I I 294+00 m x All IhI `"0 — Ir I I OI I I ISICHLICHTER CHARLES In111 I II; IA I 1IEI MARYT I I � IIII I I I I II 1 IIIIII � III � III 293+00 1 1 III' II � I III SGHLICHTER CHARLES G JR 11ET MARY T III I III III IIII �� - - — - — - - - -- II I I I III I I l ll � IIIIII III III I I I I (PRICE HAROLD R ETUX II 21 2+o I III II KAREN TRUSTEES Z I II I III III/II III II I II -�-- - - I IIII I' I1 1 z r W hl 1; III I I I$ XTON DWIGHT DAVID ET O 0 I m I I I III IIII III IIIIII MINE w m II zl 11111111111p'lll II—I1�'1,L-------------- m I 291+oo I I I l 1 II I �I °ICE 64th ST --- II I I I IIII 11 II I i t I' I I I F(IELER FREDERICK J & y I 111i III I II D1ONNAFINDLAY i O I0 1 290+001 11I 1 111111 Ilvp I 0 III I z 11 Y 11'p MICHAEL A FIFE REVOCABLE TRUST I m m J THE AND NANCY BOGLE I� ll l j111111;11'j I Ivlm I 1 II !I I IIII'IF�I-I--r—I-I------ -- III II I z89+oo 1 j MURRAY JOHN D & JAMES W GIo' 11 y, Lr D Q �I-d �II mllml m0 - - - - - - - tnlo 1111'IiIIl1' OI- m Q 11 01O III col I oIp I I11 ll1 (IIIIII mI-IMCDOWELL ROBERT P II =1 �$8+001 1 I IIII � I I I TI zl II ETUX LYNN H I� IIII Ao _ o mlol Illl m III IIII D 3>0 III �I1I 11 m ( m II1 �I I I. 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AQOtJL JUDD W222ENDELL ET ELLEN J 1 I MATCH - SEE SHEET C-114 0 CWO W 4700 FALLS OF THE NEUSE ROAD, STE 111111eb by: BPG Dale: JULY 08, 2021 Rev. 0 300 RALEIGH, NC 27609 own by: CIW by: MBN Project No. moffott & nichol 919-781-4626 VNM I KEF 10121-11 —i—by JDM Drawmg-d.: s„bmmea by: MOFFATT & NICHOL Drewbe snele: Pblecele: 1:l(DSHEET) v OAK ISLAND RENOURISHMENT PROJECT 2021/2022 SITE PLAN 6 OF 24 ADD ALTERNATE #1 to 2022 RenounshmentPmjectl 101280IC- 115; Plotted- 71812021 1205 PM by MORGAN, NEKOL; Sa✓ed- 7171202111.25AM by NMOROAN m o� ISSUED FORBID AY W 0 m A p N .� Z 0 -yrnmy(n(n� 0 -1-0 �mmm mz mmo mmoTlmoxx DmDOcnDmm �zIDx-Amm D< Z Z W Z 9 O In=x- ,xoo Ono �0�-n Imz 0ZX�1 9Dp 00E8 mm-0 0-0w.loi Dww O�Nxl 10Zmc = m 0 D (. 0 0 U) xi mcn m o0 mDpXz mzD NZOD 000 pmNm Z O c2 O D p Z Dmm * - gym vzo m<?O m O n y ncnnm iOx p 0xcn y D o 0 0 z �r mi -i OZ z D mco� M0 M, DO DZ00 m x 0 m 0 1- (91 Z 0 O — v� m DO 0) rn c:cC mmfll to D r O -n m 0 NO II o p -n 0 Om x A tD O ; ? cn O —L m m 0 rn Fife.01R4I f0128-0416 I r D Z 0 O z m0 ri 10 rp 0 A O N > II i D 7J IIW D rn I m m� O I, 0 I I I ( h I m IX 0 I� 3 a it a m MATCH - SEE SHEET C-117 47 11- IIP SITTE DI to II:2 { m LF D -- 1' I I I = IIv�j AIR III 2 _ �77+0 III,( I 1 X I I II� I hill jt NN\WILLIA I m �� ------ - I (III �jgtu♦ S,FtALS ' / i ( 'I I IIIII II�yZ :8 I IRI1ENALS m I I a7s+ol I I!lPImo AD -----pO y ( ON Iw m m I , x DEREI� �mlI RBA rt ' lil III IISHONI �------� + I �I�ULIE , SH .N 14 475+001 �7 O L----- O III I LONG THOMAS IR m 1 ET'UX JOY L m x O j p 0 I' III III IIIII / /1/I �I .� z o----------- C1 I I IIIII— I mD 11 � I I III 4 ItANCII,P ��I�NNIE o II II 474+00��IIIlI1 IIIII IIr D D I Iv Itj I I mo ----- -- ---' t I �LI3'IH JEI#OME cn T4,Ci [LI i� I ------ III a 1 10 IIIII \ S MIDDLETON AVE ' I I III I I III I I SO'SOLES h ---- LES GRACE G r HARRIS KAREN E - 3 mAI I� I 1 1 I I I I I�I I I 1I 11 ill�LEO �o IAS EL Y RMA ADR-L GE—AYRETDJAMS BEO WIL IETUX MCLEOD m a72+ooDR m m I I N0 I rI DO 1R1EIJERRYDp 1R STEE DUANE c < STANrONJOSEPH - 4BOTTNAN m / n ail+oo'I I I �TALS' ! 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Project No. moffoff & nichol 919-781-4626 VNM I KEF 10121-11 Reviewed by JDM D—mg code: ded by: r:o-,,FATTB NICHOL Drewbe 6wle Pbl scale: 1:1 in SHEET) v OAK ISLAND RENOURISHMENT PROJECT 2021/2022 SITE PLAN 14 OF 24 BASE BID to 2022 RenounshmentPmjectl 10 12804-C- 123; Plotted, 71812021 12,15 PM by MORGAN, NEKOL; Saved- 71712021 12 '53 PM by NMORGAN m o� ISSUED FORBID AI E 0 I I I I -- - -- - - ------ - - - _-._- -_ -_----1--------- ----, -- - - - - - - -- _--- - - -- EST BEACH DRIVE -- -- - - - �- --- -- --1 W - -_-_ ---- - _ -- - - - ---- _ - -- — --- -- - - — -- ----- --- - --- - - ---- --- A --- - - --- �7 -----0 -- - -T 3 W� X U) fA S -� C m m D� n -- —_--__---------_-- -- -- ----_--_--------------- R-m\ _ ----�`_-�-= DUNE WALKOVER,------- _-_--------- ---------------- �Do c y �z �� m �c Dz -z-- I E: 0 I - _ 1-..±'14- =1'� r �b I�-D _i =I r N y 7J - r TYP,SEE NOTE 3 _ PROPOSED LANDWARD 5 C--xtn- F-----�j�� -D- mm _rT _-- - -- -- -- --- - - - N X D r A _ - _TOEOF pUNE DEL VAR ES) _ BEACH PUBLIC ACCESS, g - _�_ r _ - �� - Z < _ _ _m n ci cz c�== - -- -- -- - -- 72 - -- --- --- _ - = TYP SEENOTET - -r3- -x�mN� - - -_ -- --- ELJE�SE- - _- - -- - - - - - - - ---- - - _�_- �� - �. - W {q {Fl- - yl' - - - _- - _- 11 - --_ _ - - - - - - -- - - -_— _ — - {-FIB` -_._ W 2 -- -10- CS_= _-_----- -__ _-_ --- - -- --- - _ -- - --- --- ---- - -- — _ _ w — - --- _--c--._ s — - ------------ --- --- -- — — ---- -- ---- ----- - - - - wm�------------- - - -- ------------ - -- ------------ ---- _ _-- -- _ _ 5��LOP __ __ — _ =--= W -� �- m 1--------- - - - _ _ _ _ — — — — — — — — -- - - --- --------- — — — — ---- ---- -Pl- - _--__-- ==r--= --- ---� _ WP34 �H} W P35 0 —� +_ _ �— - - - - - o - �_ -- ---- - -- �- - ---- + g 4:1 SLOPE--- ---- —�— -- ---_ --------- - ------ - o — -oo'--_----�o�-4:1-r ----o`°---------- --- ----o SLOPE - - �- -P-ROP-OSEDTOEPROPOSEJOPD- - -- ------ -(EL 7)--- -_--- - -' - - - - - --- --- _ -- - D- �:L.DNELYARIES)10WVlCT - — — — — — — -- OF -UNE.0_---- — — — — — — - --------------- ----- -- --- - - - - - - - - - - —MHW--.— M W—...— MHW—... MHW... MHW MHW—._— MH .-- MHW— MHW— MHW_- HVy-- MH —_ MHVtl- -- EL --- --- -MHW—="------ -- __ _ _ - - - - __ ___ —MHW-------- MHW - `--M W _MHW� ----=z ----- 20:1SLOPE EXISTING MTL r�i MHW _. MHW— — ----------- --------- ----- 20:1SLOPE------------------------- ---- ------ -------- __--- ----- -- - -----� - PROPOSED MTL B PROPOSED MLW's PROPOSED SEAWARD TOE (EL VARIES) - - - - ------ ----- --- - - -----------® c-3oo EXISTINGMLW ------------------ --------------------------- -- -------------------------------------- - --—--—---------- ---- ATLANTIC OCEAN - NOTES: w' 1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLE. 1� 2. SEE SHEETS S SHOWN WN N PLANS FOR CROSS SECTIONS. 3. AT LOCATIONS SHOWN ON PLANS AS "DUNE WALKOVER", POST AND ROPE FENCE SHALL BE PLACED TO CREATE A 5 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS. 4. AT LOCATIONS SHOWN ON PLANS AS "BEACH PUBLIC ACCESS" AND "EMERGENCY VEHICLE ACCESS", POST AND ROPE FENCE SHALL BE PLACED TO CREATE A 10 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS. 60' 0' 60' 120' E B V N U. 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I 604+00 IIII I I 1 II 1 I I l d 31NVHd ILsXnl13 I I l I I I m II M NO2iA8 Ng%NI1131 l II MATCH - SEE SHEET C-124 0 1 v 1 m 4700 FALLS OF THE NEUSE ROAD, STE "'I.... by: BPG Dale: JULV 08, 2021 Rev. 0 300 RALEIGH, NC 27609 own by: F. by: S. 11.j-No. moffoff & nichol 919-781-4626 VNM I KEF 10121-11 Reviewed by: JDM D—ing cede: Sided by: MOFFATT B NICHOL D—ing Swle: Pbl scale: 1:1 in SHEET) OAK ISLAND RENOURISHMENT PROJECT 2021/2022 SITE PLAN 16 OF 24 BASE BID to 2022 RenounshmentPmjectl 10 12804-C- 125; Plotted, 71812021 12,17PM by MORGAN, NEKOL; Saved, 7171202112,57PM by NMORGAN o� ISSUED FORBID W v m A w N .� Z O -D(nm D tn(n� O m 1-0 m 1 m m m mz mmo xxmoT1moxx.. mM8;=8mm o�?0 Zw?0 Ono �0�� 01 m Z E Z;u 0 9DO IT, moz 1zEz mm omNwcn avv� o�;o z ;zmc =�E mD<n00 U) 1D�� m a w m O 0 Z Op D p mZD NZOD EVE pmNm ZOt ODpZ Dmcm ��-4m DOo< ME m?O m E n y XX ncnnm i-0 p yy0, 00, Z 1r m1 1 OZ z D uzDD1 imv MI, ou DZAO m E 1171 v 1- m 61 0 z O 1 ODO _F m 0) rn c:cC mmfll to v r v m m A N O I I p + —n O o mm x A (U O ; ? cn f � o N w " w Z 0 rn Fite.O.'IRAI f0128-0416 I I 1 I I II III i I II I I I I I I I I I I I -I I II I I OI o I I Ili I I zz E O zm Z W m , (nn mym =vm my2 is Gomm wEX1 �ZW 1mD O n#� MATCH - SEE SHEET C-127 sae+ I ,I I III 1S�1 1I 4 I I �I I I I III III 3t1]Jj OW3l I I I I I I GI I I III I {II l—tf-1 Linn - ' I - III I I I ' I I 'ti I I, / I I I i l 634+0o I I tVHOtt , el I nlplllWy� m 0 7J0 I I I I I'r II I I__-- N I I� O P. 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F. by: S. Project No. m OffOff & nlchol 919-781-4626 VNM I KEF 10121-11 aemewed by: JDM D—mg cede: Sebm,ded by: MOFFATT&NICHOL D—me S.I. Pbl scale: 1:1(D SHEET) l i l( III I I I o I v1 III �T i' � IIII I '------- I I c II I I I^ - mll sz5.00 IIII II Ipp LI I I�IAVq III I III S PI nr 3ldbd W � i i III I I'I } Itl�ll cn E 2!'d1/1 LU3� 1 3 11m -0 ;1S m c o l- L--1--_ 624+00 1 IIII IIII I �H�LIIS A D l III IIII 12:I 1o� N mv, n III8�12i31I}SI}�3/1IH m III -I 1sn II 1 IIII III I I—AIIII4vH2)II �I S� sz�+oo I I I 3121tl iI 11��V391 I �111 I �I jll I},I13 139 E 171__ I I {llb II�A3�S II III m y zr izi+oo jll I7Cn1 ° o I II ! II it I�oo,N1ilna�d� w I ,II mII II IIII �il splIs �1 J d II III II 01 I 11 8 po f ` ml I p JNI nag _ II I I III VI IIL I1 621+00' II.I i I �V' S�v Vr ' I V IIIII III ill 'I "NiSYO3 II IIII �IE/S V'l�VSO 1 I 6311 V o1V l III l III M y+ 11. I III l � �, I 71 li 1II 7 Ip 620+00 III lVl� /� \ 111 IIw'I IIII; � i l ii°�, IV�110W�S�ONV�3 I II JIiW 3MO I i II J , 0 i I � II II IIIII I m 1710� lSl N�{ q I , 11�+. I u IdIV v OAK ISLAND RENOURISHMENT PROJECT 2021/2022 SITE PLAN 17 OF 24 BASE BID to2022RenounshmentPmject1f012804-C-126; Plotted 7/8/20211218PM by MORGAN, NEKOL;Saved, 7/7/202112.,59PM by NMORGAN m o� ISSUED FORBID IE B I ___ ___�--------- DUNE WALKOVER, TYP, SEE NOTE 3 WEST BEACH DRIVE PROPOSED LANDWARD TOE OF DUNE (EL VARIES) - - —, p� 7+C1 C_O N D : 70 0 _ _ m m Z AZT- m A -�1f1 AI Dn DOO .IL N m R7 R' F m D - I- D _r -0- r m -�._ -- -- ---�- < 7J r co G) I R> Z =N �1 In I cn0 Cam'_. Zr -IL - -I--oO QD_ �iml I Gm OZ `m mT.i m� I A p D I v I > r I z o I v x I DAVENPOR> FITTSDR-W— -� A D o -n I N Z< z I m I m D� II DOROTHY JEAN JR _ { A 7J G -I w I m D -I to z m TRUSTEE pn0 m I m OO m� A Z 0.I O m _ ----- - -- �_I_ I ----- -�I--- I I - 4 I BEACH PUBLIC ACCESS, - — _- - -- — — TYP, SEE NOTE 4— ?--- I- — —_ —�-- r m I mm Ac�z - D O O 7Jm mm -Iz CDZ "I 2 I i zC I = I osm m� p� I v{ I mprN L Zz 2 _ mA D= AFn AD mc.. Am NO n Z W wu, Sm mD {m ON Sp = - I r N Z - C - - - --- Arr,m n- n II _ m - I - ----- --- --- �- - -- --- -- -- �-_--_- _ __----_ __--------- - - --- �1-�-L�- E -_ ------- — —i-ce—'-_�- --�-�-wP �g 5. OP3s- - _ o-- - - atg€caRL 10 _ - - _- _ - — - - - - -- c - =-- --_- = — = -_ - ------ -- -- ---- - - _- __ - ISE _�M•� —o- -- --- - - _ _ --- -tea__- _ -- - - - - - - --- - - - - --- -- --- - --- _ o _ I ` _ - - -- __ - - - -- -- — - -8 B.L. DUNE ° - — - - - PROPOSED TOE -- - -- - - - - - - -- - - - - - _ I I --�'L -�--- PRO ---- ---- -- — P�3ED .OPA�DUN -- - -- - rn --__- _ _--- _ — MHW... -- 3 OF DUNE EL _D _= N 4:1 SLOPE �� - - --_ - - _ --- _._—MHW _._ - - -- i - _.--- --_ - --- -- __----_-- _ — ` - HVV MHW - ---_--------- --- -�M __.------- --- N �-- `� �' .-_MHW _ - - 201 SLOPE MHW 1 MHW— _ � Q O - - - - L EXISTING MH _ w —MHW— — �- w - --- — .._MHW .- t __ - ----- _� - --- --- _- __----- ��-.--. ---- w _ — — - -- — MHW - - - PROPOSED MHW -_ _ - ML w Ill - - - - -- — — 20:1 SLOPE _MHW— -- -- _ = --- - - Lw— — .-_MHW ,-- _ _ __ - _. - _ MLW V) - 1 Lu HW� --- -- - _MLW MLW— - I w w .—MHW— -----" -.MHW .. _ _ _ -- MLW— — MHW— - EXISTING MTL - —_ _ PROPOSED MTL - MLw— - - - - - - s _ - -_.- --- _- - LW� �MLW� � MLW--. -MLW _ -� M { - r - _. - - - _---__-______ -_ LW— _ PROPOSED MLW _ - -- -- PROPOSED SEAWARD - - -- - -- --------- z7 - - TOE (EL VARIES) --- -- - - ( c) EXISTING MLW D p low PROPO: CORRID ATLANTIC OCEAN <-9) NOTES: w' 1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLE. 1� 2. SEE SHEETS THRU FOR CROSS SECTIONS. 3. AT LOCATIONSS SHOWN ONN PLANS PLANS AS "DUNE WALKOVER", POST AND ROPE FENCE SHALL BE PLACED TO CREATE A 5 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS. 4. AT LOCATIONS SHOWN ON PLANS AS "BEACH PUBLIC ACCESS" AND "EMERGENCY VEHICLE ACCESS", POST AND ROPE FENCE SHALL BE PLACED TO CREATE A 10 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS. 60' 0' 60' 120' E Jw- B z w N N 0 C.,\ z w N CC r o w J o �a Y O V N U. O W m Z w in am w H w 0 z x U U' _ E > _ E LLO O E rcS �z4iq �s 6 U C `o An `0 E g'2oQ0FESS ti e SEAL i 23487 i SEAL SCALE: 1 "=60' Sheet Reference No. o ISSUED FOR BID ISSUED: 2021-07-08 C-127 NOT TO BE USED FOR CONSTRUCTION INDEX: 31 OF 62 6 A A 9, N .� Z O � -D(nmD(nOIT OA"m,z mmm � mz mm� ymDn(nDmm �z�yx�mm oG?Z00?EE nmm- m�� ono �0�� O m Z E Z;u 9DO m MRT OTLE.1(Zn o�N;o Z ;mu xm(n OpE (n0> �>x� m(n m 0Z m> W D p ZD U cOo mao EVE mmm� O m Z-u O D 0 Z Dmcm ��m DO0, n ME m?O m E D MX XX n(mnm ix p yD0, 00 z �r mi -A oZ Z D uzDD� imv M W DZ00 m x C) M v (91 Z 0 O o F DO vcC (n m m 171 D O p o r m m A N O I I —r� O � Z -4 T U-1 O CO C W 0 E O z mm x A tD N ; ? cn •i � o N A w ' 0 Z 0 IL Fite.O.'IRAI f0128-0416 A -u v (n om A0 m J m M (h (jC x DD mm 0 m 0 MATCH - SEE SHEET C-129 I OCHE m I EIA IR d _R, E T •I -1 m 1 i Ily t 1 EGL o � I 'PC��EI � �I �K %RrTOX/�y{RgIH M_ I 1 gT m I I ATKI SON l I (t�, I�/I ', CHRISTOPHER C I sss110 _1 11j� ETUuERIKAL LITZ DAVID L ET . q VONCILLE E 1 � I m� I III I I = 6 I � II' I 64+00 pAVENPORT MARK A I I 0 v 411' ,a;l IOOI X D I Ii -� �I„tl II sladHsxnl3 , �I m r m = m' DD I1III j d K8,3 90100GO i 0 I -� I I I W o0 r P663+ C I A 0 G), x I o �� v I� 0-11 II� ��I 1 a3d0?�d10} Im ilI 1 I Ji I I o o G � -u O X fN 0 r O m mo M D D O a DO I I W�3910� 1100S Ow I III I 1- I�' xdaanw I I D o n wI m ; I I ri I III ob 0l0 661,00 d c a - �If \ 1 m , , ll lIlll S �bd'p p9V9�� O0; 0 1�1 111 �1411oiQ OD' �I n Il(\}�� m l m /\� II II � \I I/ T�^ rr1 -- t zO \I� r , 1 I r JI t )113NI' mZ �66o+0o m o m I P r O �l m o aid (n 1 �0(,)� I II,IJI 95�1ci II II I II \ I N C 659+00 i 1 III I I Irn f� S V I o 0 1 1 q 1�m0 1� m II� v-3 v a( m I II]!� NOGN3-1 I I 00 I I \ � 1 Iw IJ � � �I � � III Illllllill NdON31OW �I I --�-}- \ I III I 41 40 NOON3-'O ' II II I �I I S W I Illll�il�l 1 I V� ,Horo3aNy°w II I I IIII I � II I ��I �l /I II � I.i i I Iill�lli I 4'aao or � I - I I 656,0E 14 r II I li' 4ON3a813 d I I �1 I 7_� -- I 1 MdHSH138dZ11R3, � 1� j\�HOrd1SOOd 1 111 III �\ I 1 655+00 I I I Cll S1d1N3a �, I I I I � II II I', 11- Hsl�3laan� ' I I I I ,654+001 I I� g Id13 M III 1' 11 � I� I B s JIdaO 31dd �� I�o1 I I I v��l I IIIV I�/�� ,�aa311.31HSd1� -0I II IllsV I ' �.Dl „II \ �,853+ oo I, I I � w 11191d341 I m IIIIII I .''-�I m(n) I 1 I �O 0 I l 8 NNd Xn13 h ` m m i l l 11kQ�SH1 SN3A31S l i 1 I \I �I I/ I/I„� I I hIIIIII IIIII � 1Sna1 I I' 652+0000 I r I III 33 JNOladB 3� I�dd 13ONOSJ.H a S311adO3Zda�ad Ol"1 \ I 1 II 1j� - 1a3d0ad , 651+007I (1 li I3 a31� I MATCH - SEE SHEET C-127 (� v m 470E FALLS OF THE NEUSE ROAD, STE OesBPby: PG Dale: JULV O8, 2021 Rev. 0 300 RALEIGH, NC 27609 —71. F. by: S. Project No. moffoff & nichol 919-781-4626 VNM I KEF 10121-11 Reviewed by: JDM D—me cede: —yD—me rm:"FATT&:NICHOL 1—: Pbl scale: 1:1 in SHEET) OAK ISLAND RENOURISHMENT PROJECT 2021/2022 SITE PLAN 19 OF 24 BASE BID to 2022 RenounshmentPmjectl 10 12804-C- 128; Plotted, 71812021 1220 PM by MORGAN, NEKOL ; Saved 71712021 1.04 PM by NMORGAN o� ISSUED FORBID AI E ❑E 4 / � I - -_ - g - - ----- ---- --�_-_- - _-- I -- - PROPOSED -- --- LANDWARD AND- --A_R-D -- - �I- EXTENT OF FILL (EL 8.0) PROPOSED LANDWARD - TOE OFDUNE (EL 8.0)) I I - -w_ -- ----- _ i -- WEST BEACH DII — DO —� J— Lu 102) - - �. o Z I QZ I I �U �p I OZa wvwo:: - 'D I EMERGENCYVEHI o ACCESS, TYP, Sl Al 0- 1 j WP67 Z¢ W�of WC-501 7) Ll O Lu c, Q I -W jJ _ Z dC9 U). —�� --- - -- _ _ / ='Z s '-¢ - - -,y IS -_-- 1 _ — I _ _ _ 0. _ _ Co— +4 5:1 SLOPE -- --mow _ > w \ \ W/P5---^/r_------WP55{- -- 7B_2------- o4:1 SLOPE+ w5:1 S OPE WP5 - o i--F-_�WP51�� B.L. DUNE --- - - - � WP11s — �1 4:1 SLOPE I - - PROPOSED TOP OF DUNE _ _ '`O ra Lam' �, '_: •S` �� `- MLW s z B = (EL VARIES) 10' WIDTH --- -- -_, _ 2 _ - Ili Z -- - - - - m 0 t — u PROPOSED BERM 20:1 SLOPE a X SLOPE BREAK EL 7.0) PROPOSED TOE -- I -- 2 w ----- OF DUNE (EL 7.0) I -----�5- --'---'--� I __- I 20:1 SLOPE -- - (3� MHW ` . PROPOSED SEMHW... � ..-- - - - -- - TOE (EL VARIES)S) EXI 4C MHW MHW—MHW - MH � ----- MHW - — — — —---- PROPOSED MH - --- ---- �EXISTINGMTL-'--------_-------- --- -- -- ---- - - ----\-----yam-- PROPOSED M L L MLW _ PROPOSED LW EXISTING MLW- _(7)._... ATLANTIC OCEAN NOTES: w' 1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLE. 1� 2. SEE SHEETS S SHOWN WN N PLANS FOR CROSS SECTIONS. 3. AT LOCATIONS SHOWN ON PLANS AS "DUNE WALKOVER", POST AND ROPE FENCE SHALL BE PLACED TO CREATE A 5 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS. 4. AT LOCATIONS SHOWN ON PLANS AS "BEACH PUBLIC ACCESS" AND "EMERGENCY VEHICLE ACCESS", POST AND ROPE FENCE SHALL BE PLACED TO CREATE A 10 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS. 60' 0' 60' 120' E B W_ Z w N N O\ N Z N w r oCC J O �a Y a O w Iz W. z o a 0 x z O > _ E o E X. 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F. by: AM 11.j-No. moffoff & nichol 919-781-4626 VNM I KEF 10121-11 aemewed b, JDM D—mg cede: ded yD—me r.:"FATT&:NICHOL 6wle: Pbl scale: 1:1 in SHEET) OAK ISLAND RENOURISHMENT PROJECT 2021/2022 SITE PLAN 21 OF 24 ADD ALTERNATE #2 to 2022 RenounshmentPmjectl 10 12804-C- 130; Plotted, 71812021 1222 PM by MORGAN, NEKOL; Saved 717120211.27PM by NMORGAN m m o� ISSUED FORBID E ❑E B 4 — -- _�------'-- BEACH PUBLIC ACCESS, —_—__ -- - - - - WEST BEACH DRIVE TYP, SEE NOTE 4 _ - DUNE WALKOVER, _ _ --- —1 PROPOSED LANDWARD - — �-- O A D m TYP, SEE NOTE 3 _ _ _ _ — � m z -i < � TOE OF DUNE EL VARIES O- -- - ( ) __ --�-- (n �2 -0 DN O �7 mm -iZ CDZ T D Qm- AZOD-IW Z C� rn -1 Oom" C� Ofn -D 7p- QmCPZ r -IS�l Z ➢� �7� mrm Z--�7. -- 11. __{p_-L AD -- - mU Dn DDD mm➢ p�<D ��nm Nm tIF m- Zmzo m t3 D--- m,C/ -_ -_ --- m # - m -- D- r- C7r =0 O a- -- --- _' r O r D I I G)-- I{ Owl Qr rm rt= Dom_ _-M, Am =- u c Q z 0) I nw m - y <m Om Q. II Q I O { ➢ �. I4 Q ITM -ij - rFS .Zm7 2 Q O I to O II 7J-i -,. a�_. �D _ J OD--.-___Z_.. I Ili -- -- rN z I - T Q I v I.J_ � z o I v A I DAVENPORT --—FITT3DRVcrI+--�- W _ _ - -- - m- 1 - - A -^A �� GN< �Z 'm..E.m_ D< DOROTHYJEAN JR _ '��t1--_-_- --- -___- -_- --- _-- -- -------_------ - - - - Qa� p0 I moZ SZ III m0 .I OD m TRIIST I I -- m am Imz�I-- � _ _ 5:1�SLOP� '=i P39 �.�}T�i� ---_$WP40��- o p IC�4 _ -- --- -mi_1 _ - — - PROPOSED TOE PROPOSED BERM - - - J D' -- -- � aWP42�SLOPE - -- OF DUNE ELZD -- - LOPE BREAK (EL - ------------- _o_,------�_--- _ � PROPOSED - L )------(--_)J / w + �� -`r� B.L.DUNE -- (ELVARIESy10'WIDTH- - - --- -- -- - - - — m 3 - .- - - i - _ - - w - -r w EXISTING MHW__ — — - - - - w Lu - = 2 W -�i �� -- - _- -_--_ - - -_.- _ - - _ __ -_. _ - w ..MHW �w MHWj7 HW— _ MHW D ----- --- -- ------ - -- - �MHVV - - EXISTING MT - - - - MH ~ MHW Q g ------ _ --- --- ---- - - ._ _ __ - - - MHW— - - 20:1 SLOPE MHW-- -- --- - - -- - - - - - - -- - _ - _r- - - - MHW. MHW- ..�MHW— - ---- _ -._--_ _ _ -- - - -- -�- -- MHW - _ - - - - MLW _.-._MLW—. PROPOSED MHW - _ --- W _ _ - -- MHW - _ -- �20:1 SLOPE _ ML _..—MHW-.__-_ _. - - ----- - - - _ - - - - J _ — - - - PROPOSED MTL — MLW MLW - - EXISTINGMLW - ---- -- - -- - -_ MLW—..- -- - - - - - -- -- - - - - - - ---- - -- M MLW _ ML --""- - _- MLW MLW MLW -_ - - - PROPOSED MLW MLW.M M---------------_ - ---- - - - - IIIr � ..— �- LW _. NOTES: 1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLE. 2. SEE SHEETS C-302 THRU C-322 FOR CROSS SECTIONS. 3. AT LOCATIONS SHOWN ON PLANS AS "DUNE WALKOVER", POST AND ROPE FENCE SHALL BE PLACED TO CREATE A 5 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS. 4. AT LOCATIONS SHOWN ON PLANS AS "BEACH PUBLIC ACCESS" AND "EMERGENCY VEHICLE ACCESS", POST AND ROPE FENCE SHALL BE PLACED TO CREATE A 10 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS. 5. SHADED AREA IS ADDITIONAL BERM WIDTH THAT IS PART OF ADD ALTERNATE #2. PROPOSED SEAWARD TOE (EL VARIES) ATLANTIC OCEAN ..-� MLv ...� MLW.. PROPOSED 75 SUBLINE CORRIDOR, SEE SHEETC-102 E B w- z w N � N ON z O W N S oW J O (� a Y O N 4t LL W oa N Z z W CLLLa W H (n a w. B � o 0 r i z > _ E 1- E rcS wl .z4 oj. �8 6 U C `o An `o E P�20Q�FES3/''i : SEAL LEGEND i zaae� i ADDITIONAL BERM WIDTH FOR ADD ALTERNATE #2 A U •tI NE+",�=�C I p 60' 0' 60' 120' SCALE: 1 "=60' SEAL �I ® Sheet ISSUED FOR BID Reference No. o ISSUED: 2021-07-08 C-131 � NOT TO BE USED FOR CONSTRUCTION INDEX: 35 OF 62 3 4 5 6 Cn A W N Z f/n0-DcomD(npO x;��-um�mmm Dm rmzrmm� m�Ap-n p22 x 0-DOI M inpmMM DOW,n68? DOc>O �OO g 6 m Z O zx A mD m c8 z-V�z �z0z >�Cn mv OTR DO- 2, p N 0 Mt-1 6 DNOcc'> �mpD �>x �m0v mv'0z o Z v p T Z O> O m DwmgC *D(m7Z to l- *��m Fn O -0 M Mp-(Z D-zD -umSnA A�pp D:(1 S. On OM =0 O DO>� mu) z' 0 -> m 1 Demo mo 00, m=A m X D z_O Z p pm m -4 v m N O r m G) m z v A 61 Z 0 O O_F IM 0) Im O C C M M to M D r O -n m A N O I I p 1 � o 0 °m x A tD Cn o W m m N o Fife.01R4I f0128-0416 / 1 I I 1 I D n O p D z m MATCH - SEE SHEET C-133 I 1 M��CHSEO,nM Elm RR666,00 T P�VESj J I -- �-- ` 112 J-ETUX'�ARAHM I1 I I I I I i ATA _ r N ,1 Cq4NSON � m I 'I°'I CHRISTOPHER-- —_ ETr C ry i 665+00 _I JXERIKAL �o�l ,I I I � I � LITZ DAVID LET II VONCILLE E 0 112I E WIDTH -- m I � I I 1166a+oo ��OR DAVENPT MARK II �A — C11. I I jI yyI i S Ia 1HS Xn13 X j iI X X I I I Y IIIIf' d J.2iaV9 90'lo`O F - I I 663+00 Z� CI z z I l IIi I I III III I i a3dOad 10 I �II r �- - m A I \ s6z.OoV� 13903 83NSU i I�O O M o 0 p m s w m I O O� �U I Do m o 11oD A I I o 3' W ililil �i i!;r ntlaanw�w I IS r o 661+00 � �_— --� z vOi z _ Im mom dlll��III ',S12iV�db$S 0dWd8 om -0 � -- 1r 1 Ina 0a' I lo� I t d�14 ,m0 om----�--- 0 z r 3Nl �13� I z sso+oo rNV I � I adW 13ON3 > D � II �\ 1 �I �t\I I�� p 713 rn o I S1 I I a I SSG II Ir IIII �IlM r II 1 m I I III I I IIII I/I I m I I I 1 I 659+001 17 II I p � C. 1 1 I of I � I I III II II I A 1 1 I I I I II III I 1321C I < II' � 4TadW I III / NOON I. m f� I III I I � I L 1658+00 � III I J�� I I I I I to I noH HCN39 II Iw I � I I IIIIIIII paN31DW 'I �NObN31�W + I I I I r MBalloow I I_ III 1 657+00 VII IL_�� aoo I , I , D I I III I 'p� I 2 (, iJ I II I 3103dH ,= DRd 0 1I z/c �_ MVHS z, I IIII 1111 I�I�', 1N139VZI y1S1�OV = B��M � ID�H I I IylN3a I I I I I I II II I tk HSI43100n0 III I j II I � 3DIa �, x I II�VIII I II 1 II �ad9113NNO100W -� S-Id13 i liI'I11VI''dgOIVa031Hd -- _ �31HS 1 1 I � � o � Ally 11 11 II 1 I'll �aa31 tl '� I 00 � 653+00 W 1-119 - V 30 � I IT o \ t I IIII � I I ail O v I I I'(II g NNV Xn13 -runiml I I III �I 11x005 SN3A31S I / 9 SYVVOHl al I652+0o �- ' 331Sn ay9 I �I 'IIII IIjl I �vva 13� OShH Sall, Vi /� 1 � ✓ A I III �� I v1 'IIII II IIII O11S39b31Zoad I 1 w 'III r, I,,HOtl3 _ I I \ I IInIII a3d02id MATCH - SEE SHEET C-131 ,", 4700 FALLS OF THE NEUSE ROAD, STE Oesi9netl by: BPG Dale: JULV 08, 2021 Rev. 0 300 RALEIGH, NC 27609 own by: F. by: S. Project No. moffoff & nichol 919-781-4626 VNM I KEF 10121-11 Reviewed by: JDM D—ing cede: Sub—dby: MOFFATT&NICHOL Drewin96wle: Pbl scale: 1:1(D SHEET) v OAK ISLAND RENOURISHMENT PROJECT 2021/2022 SITE PLAN 23 OF 24 ADD ALTERNATE #2 to2022RenounshmentPmject1f012804-C-132; Plotted 71812021 1224PM by MORGAN, NEKOL;Saved- 717120211.-33PM by NMORGAN m o� ISSUED FORBID AI E ❑E 4 - - t --- �• r - ----=- -- - -- ' ----- - - _-`- -_ .__-- -- - - -- PROPOSED LANDWARD --I I C2oi - - - - - -D -qq-��---- gg PROPOSED LANDWARD -- -. - - _ EXTENT OF FILL (EL 8.0) 8 --- -" --_ --- --- _-.' - -- --- - --_- _r.- -- _TOE OF DUNE (EL8.0)------ ------- 1 w WES7 . --I- -- -- ---- BEACH DRIVE -- OW EMERGENCY VEh �- �.... (9 --- - - - 72 I CLE I Ov �o wQ 1 _ — EE �- �� >w aw } �_ - A1 a w 0 j z Q I z n w WP57 ACCESS, TYP, S C-501 I z Q I _� w I z x I O rn I r Z w z I❑ w IAML _ _ -_ _---- a tiQv_ Caw ❑ w w J — Q �� Oz <�> �nmv� °Qw I z�> I oxzl Wz -- I r �W -� -tt] QWQ Qti=' w6=-- rn z _Q Ao� _ 5:1 SLOPE- /� nw\ 756i - WP55 -- o. 0 4:1 SLOP o WP 3 ��147 1 5,f SLOPE ❑ ? �- v vB.L. DUNE -�1 SLOPE - - _ t _ WP120� < -_ CIO) 6 --. OF DUNEE(EL 70.0) aj \\ o =w - - --- - PROPOSED BERM -H PROPOSED TOP OF DUNE s _ I 0 SLOPE BREAK (EL 7.0) \ (EL VARIES) 10' WIDTH _ _ - -___ WP119 U w I MyN,\ w STING MHW - _ _ w \ MHW - _ ---- . . C-C - - - - --- - - -- - - - - - 20 1 SLOPE Q _.._MHW— EXISTING MTL MHW MHW---- MH 2MHW— M 0:1 SLOPE --- '�- - - - - - - - PROPOSED MHW r _ \ A4tU- -- PROPOSEDMTL- -- -' - - MLw--- - - - - -- MLW MLW ... MLW-__ - ML MLW- ` - PROPOSED MLW C.B. _--�{_____ C-7> __ . I ATLANTIC OCEAN B _ i E B4 PROPOSED SEAWARD C 301 I B TOE (EL VARIES) NOTES: LEGEND: 1. SEE SHEET C-601 FOR CONSTRUCTION BASELINE WORK POINT TABLE. 2. SEE SHEETS C-302 THRU C-322 FOR CROSS SECTIONS. ADDITIONAL BERM WIDTH FOR ADD ALTERNATE #2 3. AT LOCATIONS SHOWN ON PLANS AS "DUNE WALKOVER", POST AND ROPE N FENCE SHALL BE PLACED TO CREATE A 5 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS. 4. AT LOCATIONS SHOWN ON PLANS AS "BEACH PUBLIC ACCESS" AND "EMERGENCY VEHICLE ACCESS", POST AND ROPE FENCE SHALL BE PLACED TO CREATE A 10 FOOT WIDE PATH, SEE TECHNICAL SPECIFICATIONS. 5. SHADED AREA IS ADDITIONAL BERM WIDTH THAT IS PART OF ADD ALTERNATE #2. 60' 0' 60' 120' W_ Z w N _N � N O N Z N w r CC z w J O (� a Y O N 4$ ll U- w Oa N Z zw CLaQ W H (n Q a ' z o a 0 r i z j E -o Cg wz� iq ^< 6 U C o U E �•`�N'CARp��• P`20Q�FESS /.9 �p ti e SEAL T� _ i 23487 1 SEAL SCALE: 1 "=60' Sheet o ISSUED FOR BID Reference No. � ISSUED: 2021-07-08 C-133 NOT TO BE USED FOR CONSTRUCTION INDEX: 37 OF 62 6 1 2 3 4 5 6 3 30 3 30 Op,K ISLI, vO 2 20 z 20 E o E �$ 1 10 Q m ¢ Q 1 10 z z w w w v W z KATI z O O J W 3 W J W 5 9 1 10 1 10 -20 -20 _2 20 3+49 3+00 2+00 1+00 0+00 5+00 4+00 3+00 2+00 1+00 0+00 DISTANCE (FEET) DISTANCE (FEET) D D1 SECTION D3 SECTION D C-110 SCALE: AS NOTED C-116 SCALE: AS NOTED F Z C-111 C-117 THRU C-127 W cV xN LL p 3 30 3 30 N N 0w po CCw Z U x W N J 2 20 z DUNE P EL 13.0 TO 15.5 20 CC U U V) DUNE WIDTH 10.0' Z 'i Z }a co co co co DUNE TOE L 7.0 BERM SLOPE BREAK E 7.0 Cc Ln d ~ U w = 0. Y a0 a t 0 Q 1 10 g z z EXISTING 2 w w GROUND a LL LL MHW 1.8' 7_ 4 O O 2p' C Q Q MLW -2.9' � - `` N J i o w W W O -1 10 -1 10 y Y 2 -2 20 -2 20 ze 5+00 4+00 3+00 2+00 1+0o 0+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 DISTANCE (FEET) DISTANCE (FEET) g a C1 SECTION C3 SECTION a C-111 SCALE: AS NOTED C-128 SCALE: AS NOTED ry C-112 THRU C-114 C-130, C-131, C-132 0 3 30 m n B B a 0 2 20 U ao m o Q Q 1 z 10 m 4 W w y z O H N N ¢ 0JJ ROz C O FESS/O �2 '•. •22� -1 10 '!9T N 10' 0' 10' 20' t SEAL I 23487 i �i R A VERTICAL SCALE: 1"=20' t'+;�Ir1Ez.' U Qi J20 -2 5+00 4+00 3+00 2+00 1+00 0+00 50' 0' 50' 100' SEAL o DISTANCE (FEET) HORIZONTAL SCALE: 1"=100' Sheet Al SECTION Reference No. o C-114 SCALE: AS NOTED ISSUED FOR BID C-115 ISSUED: 2021-07-08 C-300 NOT TO BE USED FOR CONSTRUCTION INDEX: 38 OF 62 1 2 3 4 5 6 DUNE TOP L 15.0 DUNE WIDT 10.0' DUNE TOE EL 7.0 S� BERM SL PE BREAK EL 7.0 a� EXISTING GROUND 2p:1 MHW 1.8' 15.0' MLW - .9' � ARIES BERM SLOPE B EAK EL 7.0 � EXISTING � GROUND i MHW 1.8' � MLW -2.9' o -� DUNE TOP L 14.5 DUNE WIDTH 10.0' DUNE TOE EL 7.0 S� BERM SLOPE BREAK EL 7.0 EXISTING � GROUND � MHW 1.8' C7 MLW -2.9' � � 55.0' DUN TOP EL 13.0 TO 14.0 DUN WIDTH 10.0' s� DUN TOE EL 7.0 EXISTING r '- MHW 1.8' GROUND � MLW -2.9' C7 J VARIES -BASE BID 120.0'- BID ALT 2 G x U E om rc� �zN iq off°' c � t � c `o E LJ� DUNE OP EL 13.0 TO 14.0 DUNE WIDTH VARIES DUNE TOE BREAK EL 7.0 EXISTI G GROUND v � MHW 1.8' MLW -2.9' u J _2 6+00 5+00 4+00 3+00 2+00 DISTANCE (FEET) C C1 SECTION C-121 SCALE: AS NOTED C-122, C-126 0 Q z B w z 0 a w J W 3 DUNE TOP EL 13.0 ro 15.5 DUNE WIDTH VARIES z BERM SLOPE BREAK EL 7.0 DUNE TOE EL 7.0 1 EXISTING GROUND MHW 1.8' 20.1 MLW -2.9' C7 - - r J 1 WIDTH VARIES- EASE BID 120.0'BID A T2 DISTANCE (FEET) B1 SECTION C-128 SCALE: AS NOTED C-129, C-130, C-132 30 20 10 10 zo 1+oo 0+00 3 2 eo 1 z w z O Q W -lo- w 2 0 zz w w z 0 a w J W EMERGENC DUNE USED EMERGENCY TO FILL IN TROUGH, AFTER DUNE SURVEY FOR PAYMENT DUNE TOP EL 13.0 TO 15.5 DUNE WIDTH VARIES EXISTING GROUN D DUNE TOE E 7.0 a^ MHW 1.8' 201 MLW -2.9',7 — — 6+0o 5+00 4+00 3+00 2+00 DISTANCE (FEET) NOTE: WHERE APPLICABLE, SEE G-002 BEACHFILL NOTE #5. C4 SECTION C-301 SCALE: AS NOTED 30 s A 20 10 D Z w (A Z S N O Z cn (t N L) W WF 0 0 N Z N S U O W Z � (A N !ALL O O o H U w a0 -1w 20 Lna U(n d Z 1+00 0+00 Q 0 Y O ~ i a 4 M 2 DUNE TOP EL 15.5 20 DUNE WIDTH 10.0' DUNE TOE EL 7.0 ^ y BERM SLOPE BREAK EL 7.0 b' s 1 10 EXISTING GROUND MHW 1.8' ,7 0- _m1L-k6Ka MLW -2.9' v 20:1 DISTANCE (FEET) B4 SECTION C-129 SCALE: AS NOTED C-133 T l VARIES - BASE BID 120.0' BID ALT 2 ter: TIE- N EL 8.0 10' 0' 10, 20' VERTICAL SCALE: 1"=20' 50' 0' 50, 100, I-I(1Q170AITAI Qr AI F• 1"=101)' a 0 U E 0g I ^< o t U C AM o O E �•`�N'CARp��• P�20Q�FESS /.9 �p ti e SEAL i 23487 i SEAL 1 2 3 4 5 6 "IlCA ISl.j, v0 211+00.00 215+00.00 219+00.00 223+00.00 FILL @ - 26 CY/FT EL 15.00 10' E MHW EL 1.8 W Z ❑ m 20 20 0 10 m O Z W 0 W 0 O W W -10 -10 -20 20 FIL @ - 25CY/FT EL 15.00 10' ]DO 15. MHW EL 1.8 MLW EL-2.9 W Z ❑ m 20 20 10 10 ai Z W 0 Wi 0 O W W -10 -10 20 -20 FILL - 25 CY/FT EL 15.00 10' ].00 15' 20'N MHW EL 1.8 MLWEL-2.9 W Z ❑ m 20 20 10 10 m O Z W 0 W 0 O W W -10 -10 -20 20 FILL @ - 20 CY/FT EL 15.00 f0' L 7.00 15' MHW EL 1.8 MLW EL W Z ❑ m 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 210+00.00 214+00.00 218+00.00 222+00.00 20 D 10 W z W IWi 0 O a w w -10 z0 FILL @ - 25 CY/FT EL 15.00 10' EL 7.00 8.7' 20 1 MHW EL 1.8 MLW EL -2.9 i " w z 0 m 20 20 10 10 m O Z W 0 LL. 0 z O a w w -10 -10 -20 20 @ - 25 CY/FT FRILL EL 15.00 10' E 7.00 15' MHW EL 1.8 MLW EL-2.9 w z 0 m 20 20 10 10 ai z W 0 Wi 0 O a w w -10 -10 20 -20 FILL 9 - 25 CY/FT EL 15.00 10' 00 15' t. MHW EL 1.8 ' w z 0 m 20 20 10 10 O Z W 0 W 0 O w w -10 -10 -20 20 FILL @ - 20 CY/FT EL 15.00 10' E 7.00 15' � - MHW EL 1.8 MLW EL-2.9 / w z 0 m 20 "2P 10 E �$ 20 D H N z LL w O 10 = N N G N W W 0 O\ N O W N CC U 1n F J to a ZO o ao JLn CC Y a O pa LL! Icn 1n N ¢ itU 20 a g 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 N C DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) C 209+00.00 213+00.00 217+00.00 221+00.00 20 10 W z f W Wi 0 O w w -10 B z0 20 10 0 NOTES: 1. FOR ADDITIONAL INFORMATION SEE BEACH RENOURISHMENT -10 TYPICAL SECTION ON SHEET C-300 AND C-301. 2. EXISTING GROUND SHOWN IS BASED ON MAY 2021 SURVEY BY Ti B -20 COASTAL AND REPRESENTS THE 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 APPROXIMATE CONDITIONS AT THE TIME OF THE SURVEY. DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 208+54.56 212+00.00 216+00.00 220+00.00 3. TRANSITIONS IN DUNE CREST 20 HEIGHT SHALL BE 0 5 FT VERTICAL 10 W z W IWi 0 O Q w A W -m z0 FILL @ - 24 CY/FT EL 15.00 10' EL 7.00 MHW EL 1.8 MLWEL-2.9 miz FILL @ - 23 CY/FT EL 15.00 10' EL 7.00 MHW EL 1.8 Z ❑ m 20 20 10 10 W z H W 0 LL 0 O w w -10 -10 -20 20 20 20 10 10 Z W 0 W 0 O Q w W -10 -m -20 20 FILL @ - 25 CY/FT EL 15.00 10' L7.00 IV UN MHW MHW EL 1.8 MLW EL-2.9 z m FILL @ -26 CY/FT EL 15.00 10' E ].00 MHW EL 1.8 MLW EL-2.9 Z ❑ m 20 20 10 10 Z W 0 Wi 0 O w w -10 -10 20 -20 20 20 10 10 z W 0 Wi 0 O w W -10 -10 20 -20 FILL @ - 25 CY/FT EL 15.00 10' E 7.00 15' MHW EL 1.8 MLWEL-2.9 -' l z m FILL @ - 25 CY/FT EL 15.00 10' EL MHW EL 1.8 Z ❑ m 20 20 10 10 W z H W 0 LL 0 O w -10 -10 20 20 20 20 10 10 Z W 0 W 0 O Q w W -10 -10- --20 20 FILL @ - 21 CY/FT EL 15.00 70' E 7.00 15' MHW EL 1.8 MLW EL-2.9 z m FILL @ - 21 CY/FT EL 15.00 10' is E MHW EL 1.8 MLW EL-2.9 Z ❑ m 20 OVER 100 FT HORIZONTAL. LEGEND APPROXIMATE EXISTING 0 GROUND PROPOSED RENOURISHMENT ° ® LIMITS OF FILL 10' 0' 10' 20' -10 VERTICAL SCALE: 1"=10' 100' 0' 100' 200' HORIZONTAL SCALE: 1"=100' 20 lw a H � o 0 x z U _ E > i a E 0g wz4 �q off°' a$ c � t � c An`o `0 E •J�,,k RO4��. P•20'zoFESS /.9 �p ti 1 SEAL i 23487 i tl NE�cP�2 SEAL 11'1„ 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 400 -300 -200 -100 0 to ISSUED FOR BID DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) ISSUED: 2021-07-08 NOT TO BE USED FOR CONSTRUCTION 1 2 3 4 5 6 1 2 3 4 5 6 "Il0A ISl.j, v0 227+00.00 231+00.00 235+00.00 239+00.00 20 p •`2t 10 E $$ 4 - 0 10 s x 20 - -400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 -400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 226+00.00 230+00.00 234+00.00 238+00.00 20 D 10 Z W wi 0 O I-, w w -10 zo FILL (@ - 22 CY/FT EL 15.00 10' 7.00 15' 2' MHW EL 1.8 ------------- MLW EL-2.9 -- w z 0 m 20 20 10 10 O Z W 0 wi 0 O Q w w -10 -10 -20 20 FILL -23 CY/FT EL 15.00 a' 10' 1 El 7.00 11' MHW EL 1.8 - -------------- MLW EL-2.9 z 0 m 20 20 10 10 O Z W 0 Iwi 0 O w w -10 -10 20 -20 FILL (@ - 26 CY/FT EL 15.00 10. �n EL 7. 0 1. II / 1 MHW EL 1.8 MLW EL.2.9 --�� w z 11 m 20 20 10 10 O Z W 0 wi 0 O Q w w -10 -10 -20 20 FILL -20 CY/FT 11 111 EL 7.00 80' / Ir 1 yp.1 MHW EL 1.8 MLW EL-2.9 w z 0 m 20 D H N ILL w O 10 (N = N N G it fV w w 0 O\ N O w N S U Ill 1n F J to a ZO o a0 J CC in Y acn O p Ua w 1n N 2 U a 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 -400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 N C DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) C 225+00.00 229+00.00 233+00.00 237+00.00 FILL (@ - 22 CYIFT EL 15.00 10' 15' yVN ?700 MHW EL 1.8 MLW EL-2.9 w z 0 m FILL (@ - 21 CYIFT EL 15.00 10' L 7.00 15' MHW EL 1.8 MLW EL.2.9 -- D m 20 20 10 10 O Z W 0 wi 0 O a w w -10 -10 -20 20 FILL -23 CY/FT EL 15.00 10' El 7.00 15' y0:1 - J MHW EL 1.8 ' ------------ MLW EL-2.9 �- w z 0 m 20 20 10 10 O Z w 0 Iwi 0 O w w -10 10 -20 -z0 FILL (@ - 23 CY/FT EL 15.00 11. EL 7.00 15' 11 y0;1 MHW EL 1.8 z ---------------- MLW EL -2.9 0 m 20 20 10 10 O Z W 0 wi 0 O a w w -10 -10 20 20 FILL -21 CY/FT I, 1 EL 7.00 60' II MHW EL 1.8 w MLW EL -2.9 z ❑ m 20 10 0 NOTES: 1. FOR ADDITIONAL INFORMATION SEE BEACH RENOURISHMENT -10 TYPICAL SECTION ON SHEET C-300 AND C-301. 2. EXISTING GROUND SHOWN IS BASED ON MAY 2021 SURVEY BY Ti B -20 COASTAL AND REPRESENTS THE 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 APPROXIMATE CONDITIONS AT THE TIME OF THE SURVEY. DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 224+00.00 228+00.00 232+00.00 236+00.00 3. TRANSITIONS IN DUNE CREST HEIGHT SHALL BE 0 5 FT VERTICAL FILL (@ - 21 CY/FT EL 15.00 10' El 7.00 15' 10' - MHW EL 1.8 MLW EL -2.9 ---�� Z ❑ m 10 10 O Z W 0 wi 0 O a w w -10 -10 -20 20 10 10 O Z W 0 wi 0 O Q w w -10 -10 -20 20 FILL -23 CY/FT EL 15.00 10' EL 7.00 15' MHW EL 1.8 ' ---------------- MLW EL-2.9 -- C, m FILL -2z CY/FT EL 15.00 10. El 7.00 15' MHW EL 1.8 - MLW EL.2.9 --- Z 11 10 10 O Z W 0 Iwi 0 O w w -10 10 -20 -z0 - 1� 10 10 O Z w 0 Iwi 0 O w w -10 -10 -20 -20 FILL (@-23 CY/FT EL 15.00 10. E 7.00 15' I y0;1 MHW EL 1.8 MLW EL-2.9 D m FILL - 23 CY/FT EL 15.00 1IT EL 7.00 15' MHW EL 1.8 MLW EL.2.9 ' z D ❑ m 10 10 O Z W 0 wi 0 O a w w -10 -10 -20 20 10 10 O Z W 0 wi 0 O Q w w -10 -10 -20 20 FILL -21 CYIFT MHW EL 1.8 EL 7.00 y0:1 80' I .✓ ' MLW EL-2.9 w m FILL -19 CY/FT MHW EL 1.8 EL 7.0 q0'1 70' - LEL-0.6 MLW EL-2.9 _ Z ❑ m 20 OVER 100 FT HORIZONTAL. LEGEND APPROXIMATE EXISTING 10 GROUND PROPOSED RENOURISHMENT o ® LIMITS OF FILL 10' 0' 10' 20' -10 VERTICAL SCALE: 1"=10' 100' 0' 100' 200' HORIZONTAL SCALE: 1"=100' -20 a 3 x z E 0g I .z4 off°' a$ c � c `o `0 E •J�N'CARO��. P•20'zoFESS /.9 �p 1 1 SEAL i 23487 i tl NE�cP�?, SEAL -400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 -400 -300 -200 -100 0 100 -400 -300 -200 -100 0 100 ISSUED FOR B I D DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) ISSUED: 2021-07-08 NOT TO BE USED FOR CONSTRUCTION 1 2 3 4 5 6 1 2 3 4 5 6 243+00.00 247+00.00 251+00.00 255+00.00 20 10 E $$ 4 - 0 10 3 5 T 20 400 -300 -200 -100 0 100 400 .300 .200 .100 0 100 400 -300 -200 -100 0 100 400 .300 .200 .100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 242+00.00 246+00.00 250+00.00 254+00.00 20 D 10 O Z W II 0 O a ILL! w -10 20 20 10 of E > Z W Wi 0 O 6 W w -10 20 FILL - 20 CY/FT I 11 / 1 EL 7.00 1 MHW EL 1.8 MLW EL.2.9 W z m 20 20 10 10 m Z W 0 wi 0 O Q W w -10 -10 -20 20 FILL @ - 20 CY/FT l� 1 1 11 I EL 7.00 80' - A MHW EL 1.8 - MLW EL-2.9 W z O 00 20 20 10 10 ro Z W 0 Iwi 0 O Q W w -10 -10 20 -20 FILL @ -20 CWFT I I 111 1 \ EL 7.00 80' 2p' MHW EL 1.8 MLW EL-2.9 - W z m 20 20 10 10 m Z W 0 wi 0 O Q W w -10 -10 -20 20 FILL -21 CY/FT I�1 11_ I \1 EL 7.00 85' MHW EL 1.8 - MLW EL-2.9 W Z 0 00 20 D H N ILL w O 10 M = N N IN It N \ W W p 0 N O W N S U Ill in J a ZO o a0 J CCW Y a O p Ua 1n N 2 U 1 a 400 -300 -200 -100 0 100 400 .300 .200 .100 0 100 400 -300 -200 -100 0 100 400 .300 .200 -100 0 100 -. N C DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) C 241+00.00 245+00.00 249+00.00 253+00.00 FILL 20 CY/FT f' Ir1, I '1 EL 7.00 80' = MHWEL1.8 MTLEL-0.6 MLW EL.2.9 - w z 0 m FILL 20 CY/FT EL 7.0 ' 80' �14 I 11 I 1 1 MHW EL 1.8 8 MLW EL-29 w m 20 20 10 10 O Z W 0 Iwi 0 O a w w -10 -10 -20 20 FILL -20 CY/FT I 1� 1 EL 7.00 80' 2p:1 MHWEL I.8 MLW EL w z 0 m 20 20 10 10 O Z W 0 Iwi 0 O w w 0 10 20 -20 FILL - 20 CY/FT I '1 I I \I MHW EL IS EL 7.00 201 - - r , w z 0 m p MTL EL-0.6 MLW EL.2.9 20 20 10 0 O Z W 0 wi 0 O a w w -10 -10 -20 20 FILL - 22 CY/FT I11 EL 7.00 85' \\•'\J ._ 101 MHW EL 1.8 MTL EL - MLW EL.2.9 - w z 0 m zo 10 0 NOTES: 1. FOR ADDITIONAL INFORMATION SEE BEACH RENOURISHMENT -10 TYPICAL SECTION ON SHEET C-300 AND C-301. 2. EXISTING GROUND SHOWN IS BASED ON MAY 2021 SURVEY BY Ti B -20 COASTAL AND REPRESENTS THE 400 -300 -200 -100 0 100 400 .300 .200 -100 0 100 400 -300 -200 -100 0 100 400 .300 -200 -100 0 100 APPROXIMATE CONDITIONS AT THE TIME OF THE SURVEY. DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 240+00.00 244+00.00 248+00.00 252+00.00 3. TRANSITIONS IN DUNE CREST HEIGHT CHAI I RF n S FT \/FRTICA FILL - 20 CY/FT 1, I EL 7.00 80' 2 1p'1 MHW EL 1.8 MTL EL -0.6 MLW EL-2.9 ' z 0 m 10 10 O z W 0 wi 0 O a w w -10 -10 -20 20 10 10 O Z W 0 wi 0 O Q w w -10 -10 -20 20 FILL - 20 CY/FT Y'1 I I I 1 EL 7.00 80' 2p'1 MHW EL 1.8 00 MLW EL.2.9 n m FILL -20 CY/FT r'v li 11 EL 7.00 80' MHWEL 1.8 - MLW EL.2.9 ' z n 0 m 10 10 O Z W 0 Iwi 0 O w w -10 -10- 20 -20 10 10 O Z w 0 Iwi 0 O w w -10 -10 20 -20 FILL-21CY/FT i i MHW EL 1.8 EL 7.00 _ 80' ,1 MLW EL.2.9 w z 0 m FILL @ -20 CWFT n �11 I , I MHW EL 1.8 EL 7.00 - 80' \ MTLEL-0.6 Y MLW EL -2.9 Z 0 m 10 10 O Z W 0 wi 0 O a w w -10 -10 -20 20 10 10 O Z W 0 wi 0 O Q w w -10 -10 -20 20 FILL -22 CY/FT I 1 � 1 EL 7.00 85' Zp1 MHW EL 1.8 MLW EL-2.9 - D m FILL @ - 22 CY/FT MHWEL 1.8 EL 7.00 2p'1 1. J EL-0.6 MLW EL-2.9 _ z 0 m OVER 100 FT HORIZONTAL LEGEND APPROXIMATE EXISTING 10 GROUND PROPOSED RENOURISHMENT ° ® LIMITS OF FILL 10' 0' 10' 20' -10 VERTICAL SCALE: 1'1=10' 100' 0' 100' 200' HORIZONTAL SCALE: 1"=100' -20 a 3 x U 7 E > i _ a E 0 E X. I ,z4 off°' a$ c � t c o `0 E •J�N I CARO��• P•20Q�FESS /.9 �p ti 1 SEAL i 23487 i tl NE�cP�2 SEAL 1I1I1n 400 -300 -200 -100 0 100 400 .300 .200 .100 0 100 400 -300 -200 -100 0 100 400 .300 .200 .100 0 100 ISSUED FOR BID DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) ISSUED: 2021-07-08 NOT TO BE USED FOR CONSTRUCTION 1 2 3 4 5 6 1 2 3 4 5 6 "IlCA ISl.j, v0 259+00.00 263+00.00 267+00.00 271+00.00 20 p "2P 10 E �$ 4 - 0 -10 3 5 T 20 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 258+00.00 262+00.00 266+00.00 270+00.00 20 D 0 O z W LL 0 O a w w -m 20 20 10 O E z W LL 0 O Q W W -10 20 FILL -21 CY/FT EL 7.00 95 I - , z01 MHW EL 1.8 MLW EL-2.9 W Z a0 20 20 10 10 Z W 0 Wi 0 O Q W W -10 -10 20 -20 FILL ® - 21 CY/FT n I 1 EL 7.00 79' MHW EL 1.8 MLW EL -2.9 W Z O a0 zo 20 10 10 Z W 0 Wi 0 O Q W W -10 -10 -20 20 FILL 9 -21 CY/FT \ � 1 EL7.00 7T I \\ MHWELI.8 MLW EL-2.9 W Z m 20 20 10 10 O Z W 0 LL 0 O Q W W -10 -10 20 -20 FILL ® - 23 CY/FT l� 1 i 1 EL 7.00 70' \\ MHW EL 1.8 'ZD MLW EL-2.9 W Z O a0 20 D H N LL w O 10 a = N N G N W W 0 O\ N O W N S U 1n F J N a ZO o a0 J CC Ln Y ain O Ua W 1n N 2 U a 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 I 4 N C DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 257+00.00 261+00.00 265+00.00 269+00.00 y 20 10 O Z W LL 0 O a w w -m B FILL -21 CY/FT EL 7.00 95 \ ' z01 MHW EL 1.8 MLW EL w z 0 m FILL -21 CY/FT EL 7.00 95 - z01 MHW EL 1.8 MLW EL -2.9 z m 20 20 10 10 Z W 0 Wi 0 O w w -m -10 20 z0 20 20 10 10 Z W 0 Wi 0 O w w -m -10 FILL ® - 21 CY/FT I ' I 1 EL 7.00 81, I _ MHW EL 1.8 MLW EL-2.9 ' w z 0 m FILL ® - 21 CY/FT 1 vl 1 r o, I 1\ EL 7.00 82' `L0:1 MHW EL 1.8 MLW EL -2.9 z m 20 20 10 10 z W 0 Wi 0 O a w w -m -m -20 20 zo 20 10 10 Z W 0 Wi 0 O a w w -m -m 20 20 FILL 9 - 21 CY/FT I 1\ EL 7.00 74' MHW EL 1.8 1 'ZD MLW EL-2.9 w z 0 m FILL 9 - 21 CY/FT 1 1\ EL 7.00 71 MHWELI.8 MLW EL-2.9 z 11 20 20 10 10 O z W 0 LL 0 O a w w -m -m 20 -20 20 20 10 10 O Z W 0 LL 0 O a w w -m -m FILL ® - 23 CY/FT A '1 I EL 7.00 70' \ MHW EL 1.8 MLW EL-2.9 w z m FILL ® - 22 CY/FT A \ 1 11 EL 7.00 70' I MHW EL 1.8 MLW EL-2.9 z m 120 10 0 NOTES: 1. FOR ADDITIONAL INFORMATION SEE BEACH RENOURISHMENT -10 TYPICAL SECTION ON SHEET C-300 AND C-301. 2. EXISTING GROUND SHOWN IS BASED ON MAY 2021 SURVEY BY Ti B 10 COASTAL AND REPRESENTS THE 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 APPROXIMATE CONDITIONS AT THE TIME OF THE SURVEY. DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 256+00.00 260+00.00 264+00.00 268+00.00 3. TRANSITIONS IN DUNE CREST zo HEIGHT SHALL BE 0 5 FT VERTICAL 10 m z f W LL 0 O Q w A W -m 20 FILL Q - 21 CY/FT EL 7.00 W 20'1 MHW EL 1.8 MLW EL-2.9 Z m 20 20 10 10 z F- W 0 Wi 0 O Q w W -m -10 20 -z0 FILL ® - 21 CY/FT 1111 I I 1 EL 7.00 - 101 MHW EL 1.8 MLW EL -2.8 Z m 20 20 10 10 m z H W 0 Wi 0 O Q w W -m -m -20 20 FILL @ - 21 CY/FT EL 7.00 7T ' \\ f MHW EL 1.8 0"01 MLW EL-2.9 _ Z m 20 20 10 10 z F- W 0 LL 0 O Q w W -m -m 20 -20 FILL ® - 21 CY/FT '1 1 � 1 11 EL 7.00 70. MHW EL 1.8 MLW EL-2.9 Z m 20 OVER 100 FT HORIZONTAL. LEGEND APPROXIMATE EXISTING 10 GROUND PROPOSED RENOURISHMENT ° ® LIMITS OF FILL 10' 0' 10' 20' -10 VERTICAL SCALE: 1"=10' 100' 0' 100' 200' HORIZONTAL SCALE: 1"=100' 20 a H ' o o x U E rcg wz4 �q off°' �8 a" a O t w c An E •J�N'CARO��. P•20QIFESS ti 1 SEAL i 23487 i tl NE�cP�2 .,ll. SEAL 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 ISSUED FOR BID DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) ISSUED: 2021-07-08 NOT TO BE USED FOR CONSTRUCTION 1 2 3 4 5 6 1 2 3 4 5 6 OpK ISLj, vO 275+00.00 279+00.00 283+00.00 287+00.00 20 10 E $$ 4 - 0 -10 s x 20 400 -300 -200 -100 0 100 -400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 274+00.00 278+00.00 282+00.00 286+00.00 20 D 10 m w w LL 0 O Q W w -10 20 20 10 m E° z W Iwi 0 z O Q w w -10 20 FILL (@ - 31 CY/FT EL 14.50 10 IV I n EL 7.00 55' i - MHW EL 1.8 TL EL -0.6 MLW EL.2.9 w z 0 m FILL (@ - 23 CYIFT % I EL 7.00 70 \ - MHW EL 1.8 MLWEL-2.9 - w z 0 m 20 20 10 10 m z W 0 Wi 0 z O Q w w 10 -10 -20 20 20 20 10 10 m 1- 0 Wi 0 O W w 10 -10 -20 20 FILL -30 CY/FT EL 14.50 10 EL 7.00 55' �n MHW EL 1.8 MLW EL-2.9 w z C, 0 m FILL -30 CY/FT EL 14.50 10 EL 7.00 55/ MHW EL 1.8 MLW EL-2.9 w z 0 m 20 20 10 10 m w W 0 LL 0 z O w w 10 -10 20 -20 20 20 10 10 w w 0 LL 0 O a W w -10 -10 -20 -20 FILL (@ - 32 CY/FT EL 14.50 10 u) \1 EL 7.00 55� MHW EL 1.8 MLW EL -2.9 w z 0 m FILL (@ - 31 CY/FT EL 14.50 10 \1 EL 7.00 55, \\ + MHW EL 1.8 w z 0 MLW EL.2.9 m 20 20 10 10 m 1- 0 Wi 0 z O I w -10 -10 -20 -20 20 20 10 10 m 1- 0 II 0 O W LE -10 -10 -20 -20- FILL @ -35 CY/FT EL 14.50 V' 10 �1 \I EL 7.00 55' / f 20,1 MHW EL 1.8 .- - MLW EL.2.9 ' w z wm 0 m FILL -34 CY/FT EL 14.50 10 31 \I EL 7.00 55' MHW EL 1.8 - - MLW EL-2.9 ' w z 0 m 20 D H N w O 10 N = N _N G it N \ w w p 0 N O w F- CC U to J N a ZO o ao J CC in Y a O pa w 1n 1n 2 U a 400 -300 -200 -100 0 100 -400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 ` N C DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) C 273+00.00 277+00.00 281+00.00 285+00.00 20 10 0 NOTES: 1. FOR ADDITIONAL INFORMATION SEE BEACH RENOURISHMENT -10 TYPICAL SECTION ON SHEET C-300 AND C-301. 2. EXISTING GROUND SHOWN IS BASED ON MAY 2021 SURVEY BY Ti B 20 COASTAL AND REPRESENTS THE 400 -300 -200 -100 0 100 -400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 -400 -300 -200 -100 0 100 APPROXIMATE CONDITIONS AT THE TIME OF THE SURVEY. DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 272+00.00 276+00.00 280+00.00 284+00.00 3. TRANSITIONS IN DUNE CREST 20 - HEIGHT SHALL BE 0 5 FT VFaTlrnl 10 m w W II 0 O w Aw -10 20 FILL (@ - 22 CYIFT n EL 7.00 70' MHW EL 1.8- WE EL-0.6 - MLW EL-2.9 ' D 11 FILL @ - 22 CY/FT � nl EL 7.00 70 \ `J MHW EL 1.8 MLW EL-2.9 - z 0 m 10 10 m 1- 0 Wi 0 O LEI I 10 -10 -20 20 20 20 10 10 m 1- 0 Wi 0 O Q w w -10 -10 -20 20 FILL -31 CY/FT EL 14.50 10 55 EL 7.00 20' - MHWELI.B f - MLW EL-2.9 m FILL -31 CY/FT EL 14.50 10 EL 7.00 55' I MHW EL 1.8 MTL EL MLW EL-2.9EL-2.9 M 0 m 10 10 m z W 0 LL 0 O a w w -10 -10 20 -20 20 20 10 10 m z W 0 LL 0 O Q w w -10 -10 -20 -20 FILL @ - 30 CY/FT EL 14.50 10 EL 7.00 55� p MHWELI.8 MTL EL0.6 T Y MLW EL -2.9 _ D m FILL (@ - 30 CY/FT EL 14.50 10 EL 7.00 101 - 1 MHW EL 1.8 - MLW EL-2.9 D 0 m 10 10 m 1- 0 Wi 0 O w w -10 -10 -20 20 20 20 10 10 m 1- 0 Wi 0 O Q w w -10 -10 -20 -20 FILL -33 CY/FT EL 14.50 10 \I I 1 EL 7.00 55' MHW EL 1.8 LEL-0.6 - MLW EL-2.9 ' C, m FILL -32 CY/FT EL 14.50 10 EL 7.00 55" % J` MHW EL 1.8 EL -0.6 - MLW EL-2.9 M 0 m OVER 100 FT HORIZONTAL LEGEND APPROXIMATE EXISTING 10 GROUND PROPOSED RENOURISHMENT ° ® LIMITS OF FILL 10' 0' 10' 20' -10 VERTICAL SCALE: 1'1=10' 100' 0' 100' 200' HORIZONTAL SCALE: 1"=100' 20 a H � _ o _ g 0 lo x z E 0g .z4 �q off°' a$ c � t c `o `0 E •J�N I CARO��• g'2oQIFESS ti 1 SEAL i 23487 i tl NE�cP�?, SEAL II111n 400 -300 -200 -100 0 100 -400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 400 -300 -200 -100 0 100 ISSUED FOR B I D DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) ISSUED: 2021-07-08 NOT TO BE USED FOR CONSTRUCTION 1 2 3 4 5 6 1 2 3 4 5 6 CA ISl.j, v0 291+00.00 295+00.00 299+00.00 20 D H N w O 10 co = N 1n G N W W 0 O\ N O W N S U 1n F J to a ZO o a0 J CC Y acn O Ua W 1n 1n 2 U a 400 .300 .200 .100 0 100 400 .300 .200 .100 0 100 400 .300 .200 .100 0 100 n C DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) C 289+00.00 293+00.00 297+00.00 20 10 z W Wi 0 O w w -10 B zo 20 VIEW "2P 10 E $$ 4 - 0 -10 s x -20 400 .300 .200 .100 0 100 400 .300 .200 -100 0 100 400 .300 .200 .100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 290+00.00 294+00.00 298+00.00 20 D 10 z W Wi 0 O a w w -10 zo FILL Q - 36 CY/FT EL 14.50 10 EL 7.00 55' 1 MHW EL 1.8 - MLW EL -2.9 w z 0 m FILL Q - 36 CY/FT EL 14.50 10 v / EL 7.00 55' 1 MHW EL 1.8 - MLW EL-2.9 - w z 0 m 20 20 10 10 ro Z W 0 W 0 O w -10 -10 -20 20 20 20 10 10 m z W 0 W 0 O w w 10 -10 -20 20 FILL 9 -34 CY/FT EL 14.50 10 EL 7.00 55' \ MHW EL 1.8 MLW EL-2.9 - w z 0 m FILL -35 CY/FT EL 14.50 10 EL 7D0 55' J� f vp' MHW EL 1.8 MLW EL-2.9 ' w z 0 m 20 20 10 ,0 m z W 0 LL 0 O w w -10 -10 20 -20 20 20 10 10 z W 0 LL 0 O a w I -10 -10 20 -20 FILL Q - 12 CY/FT EL 14.00 10' EL 7.00 - - vp ---- MHW EL 1.8 MLW EL -2.9 w z 0 m FILL Q - 24 CY/FT EL 14.50 10 EL 7.00 3T \v 2�1 MHW EL 1.8 -------------- MLW EL-2.9 z 0 m 20 10 0 NOTES: 1. FOR ADDITIONAL INFORMATION SEE BEACH RENOURISHMENT 10 TYPICAL SECTION ON SHEET C-300 AND C-301. 2. EXISTING GROUND SHOWN IS BASED ON MAY 2021 SURVEY BY Ti B _20 COASTAL AND REPRESENTS THE 400 .300 .200 .100 0 100 400 a00 .200 .100 0 100 400 .300 .200 .100 0 100 APPROXIMATE CONDITIONS AT THE TIME OF THE SURVEY. DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 288+00.00 292+00.00 296+00.00 299+45.69 3. TRANSITIONS IN DUNE CREST zo HEIGHT SHALL BE 0 5 FT VERTICAL 10 z W Wi 0 O Q w A w -10 zo FILL Q - 36 CY/FT EL 14.50 10 / 1 EL 7.00 55. 1 2�1 MHW EL 1.8 - MLW EL-2.9 - D m FILL Q - 36 CY/FT EL 14.50 10 '^I ,1 EL 7.00 55' -/ 20.E _ "� MHW EL 1.8 MLW EL-2.9 Z D 0 m 20 20 10 10 m z W 0 W 0 O w -10 -m 20 20 20 20 10 10 ro z W 0 W 0 O Q w -10 -10- -20 20 FILL -36 CY/FT EL 14.50 10 EL 7.00 55' v0 _ MHW EL 1.8 MLW EL-2.9 - 11 11 FILL -36 CY/FT EL 14.50 10 EL 7.00 55, MHW EL 1.8 MLW EL-2.9 z 0 m 20 20 10 10 z W 0 LL 0 O w I -10 -10 20 -20 20 20 10 10 z W 0 LL 0 O a w w -10 -10 20 -20 FILL Q - 33 CY/FT EL 14.50 10 EL 7.00 55' 2�1 _- MHW EL 1.8 ---------------- MLW EL-2.9 m FILL Q - 32 CY/FT EL 14.50 10 EL 7.00 55' MHW EL 1.8 MLW EL-2.9 - z 0 m 20 20 10 10 ro z W 0 W 0 O a w -10 -10- -20 20 FILL -8CY/FT EL 14.00 ,0. EL7.00 EL7.00 _J MHW EL 1.8 - MLW EL-2.9 z 0 m 20 OVER 100 FT HORIZONTAL. LEGEND APPROXIMATE EXISTING 10 GROUND PROPOSED RENOURISHMENT 0 ® LIMITS OF FILL 10, 0' 10' 20' mommili -10 VERTICAL SCALE: 1"=10' 100, 0' 100, 200' HORIZONTAL SCALE: 1"=100' 20 a H � o 0 x 2 E rcg I .z4 off°' a$ c � t c `o An `o E •J�N'CARoz P0�QSS 1- 1 SEAL i 23487 i tl NE�cP�?, SEAL 1111„ 400 .300 .200 .100 0 100 400 -300 .200 .100 0 100 400 .300 .200 .100 0 100 400 J00 -200 .100 0 ,00 ISSUED FOR B I D DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) ISSUED: 2021-07-08 NOT TO BE USED FOR CONSTRUCTION 1 2 3 4 5 6 1 2 3 4 5 6 R ISLq, 470+00.00 474+00.00 478+00.00 481+00.00 0P O 20 •\2P 10 E $$ 0 4- 10 s x .20 LL -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 469+00.00 473+00.00 477+00.00 480+00.00 20 D 10 z f W Wi 0 O w w -10 20 FILL (-27C (/FT EL 14.00 10' EL 7.00 z0,1 MHW EL 1.8 MLW EL-2.9 ' w z 0 m 20 20 10 10 z H W 0 Wi 0 O w w .10 -10 20 20 FILL (-35C (/FT EL 14.00 10. EL 7.00 _ 1p.1 MHW EL 1.8 ------------------- MLW EL-2.9 - - w 0 m 20 20 10 10 z H W 0 Wi 0 O w w -10 -10 20 20 FILL (-36C (/FT EL 14.00 10' EL 7.00 � MHW EL 1.8 ------------- MLW EL-2.9 - w 0 m 20 20 10 10 0 z F W 0 Wi 0 O w w .10 10 20 20 FILL (-32C (/FT EL 14.00 10' EL 7.00 i MHW EL 1.8 --------------- MLW EL w 0 m 20 D � z 10 W = N m 0 0 _Ln G m N = - O N W N m W z _ J CC (n a Q O �% W Z (� O Q P m W N 1n LL N n OF CC Lu V W z y � g° 2 zo a -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) C 468+00.00 472+00.00 476+00.00 479+00.00 C 20 10 z W LL 0 O Q W w -10 B 20 FILL (-31C (/FT EL 14.00 10' EL ].00 I \ zp,1 MHW EL 1.8 MLW EL-29 - z m 0 w 20 20 10 10 z w 0 Wi 0 O Q w w .10 .10 z0 20 FILL (-36C (/FT EL 14.00 10' EL 7.00 MHW EL 1.1 MLW EL-2.8 - z m 0 m 20 20 10 10 z w 0 Wi 0 O Q w w -10 10 20 20 FILL (-35C ITT EL 14.00 10' I EL ].00 I I I MHW EL 1.8 ------------- MLW EL-2.9 - z m 0 m 20 20 10 10 z w 0 Wi 0 O Q w w -10 -10 20 20 FILL (-34C (/FT EL 14.00 10' EL 7.00 I MHW EL 1.8 ------------------ MLW EL-2.9 m 0 m 20 10 0 .10 .20 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 467+00.00 471+00.00 475+00.00 20 10 0 zZ w Wi 0 O A w -10 z0 FILL (-19C (/FT EL 14.00 10' EL 7.00 10,1 MHW EL 1.8 MLW EL -2.9 W Z O m FILL @ -16C (/FT EL 14.00 10' EL 7.00 _ MHW EL 1.8 ------------------ MLW EL -2.9 m m 20 20 10 10 0 z W 0 Wi 0 O Q W w -10 -10 20 20 20 20 10 10 0 Z w 0 Wi 0 O w w -10 m 20 20 FILL (-37C (/FT EL 14.00 10' EL 7.00 \ 'I MHW EL 1.8 MLW EL-2.9 - W m FILL (-37C (/FT EL 14.00 10. EL 7.00 I 'I MHW EL 1.8 i7 MLW EL-2.9 ------------------- z m 20 20 10 10 0 z w 0 Wi 0 O Q W Ed -10 -10 20 20 20 20 10 10 0 Z w 0 Wi 0 O w w -10 -10 20 20 FILL (-36C (/FT EL 14.00 10. EL 7.00 I MHW EL 1.8 MLW EL-2.9 - W m FILL (-37C (/FT EL 14.00 EL 7.00 10' I _- MHW EL 1.8 MLWEL-2.9 - - z m 20 20 10 10 0 z w 0 Wi 0 O Q W w -10 -10 20 20 FILL (-33C (/FT EL 14.00 10' I 1 II MHW EL 1.8 ----------------- MLW EL-2.9 - W m 20 NOTES: LEGEND 1. FOR ADDITIONAL INFORMATION SEE BEACH RENOURISHMENT APPROXIMATE EXISTING TYPICAL SECTION ON SHEET C-300 GROUND 10 AND C-301. PROPOSED 2. EXISTING GROUND SHOWN IS RENOURISHMENT BASED ON MAY 2021 SURVEY BY TI COASTAL AND REPRESENTS THE ® LIMITS OF FILL 0 APPROXIMATE CONDITIONS AT THE TIME OF THE SURVEY. 3. TRANSITIONS IN DUNE CREST 10' 0' 10' 20' HEIGHT SHALL BE 0.5 FT VERTICAL -10 OVER 100 FT HORIZONTAL. VERTICAL SCALE: 1"=10' 100' 0' 100' 200' 20 HORIZONTAL SCALE: 1"=100' -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 ISSUED FOR BID DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) Iccl ICn. ono -I n 7 no c x U k E Can jZN iq i U'n a � t U � c `o An `o E •••�N'CARp��• P•20QOFESS ti 1 SEAL i 23487 i tl NE�cP�?, SEAL 1 2 3 4 5 6 485+00.00 489+00.00 493+00.00 496+00.00 Op,K I5t_'l v0 20 •`2P 10 E �$ 0 v ,o s x -20 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 484+00.00 488+00.00 492+00.00 495+00.00 20 D 10 z W LL 0 O w w 10 -2 zo FILL @-29C UFT EL 14.00 10' 'r. 1 1 M1O MHW EL 1.8 MLW EL -2.9 w z O m FILL @-29C IFT EL 14.00 '1 EL 7.00 I ------- M1O MHW EL 1.8 MLWEL-2.9 w 0 m 20 20 10 10 a z H W 0 Wi 0 z O Q w w -10 -,o -20 -20 20 20 10 10 a z W 0 Wi 0 O w w -10 -,o 20 -20 FILL @-30C UFT EL 14.00 10' MHW EL 1.8 MLW EL -2.9 - w z O m FILL @-27C IFT EL 14.00 10' �1 EL 7.00 f MHW EL 1.8 MLW EL-2.9 / w z m ------------- 20 20 10 10 z H W 0 Wi 0 z O Q w w -10 -,o -20 -20 20 20 10 10 z W 0 Wi 0 O w w -10 -,o -20 -20 FILL @-35C OFT EL 14.00 10' `I EL 7.00 MHW EL 1.8 MLW EL-2.9 - w z O m FILL @-33C /FT EL 14.00 10' u I , EL 7.00 MHW EL 1.8 MLWEL-2.9 '� '------------- w 0 m 20 20 10 10 a z H W 0 Wi 0 z O Q w w -10 -,o -20 -20 20 20 10 10 0 z W 0 Wi 0 O w w -10 -,o -20 -20 FILL @-33C (/Fr EL 14.00 10'„ I 1 � ;EL7.00 MHW EL 1.8 -------------- MLW EL-2.9 w z 0 m FILL @-33C /FT EL 14.00 10' ; �1 EL ].00 , 1 I Iwo I 10 1 MHW EL 1.8 ----------------- MLWEL -2.9 ' w 0 m 20 -20 D � ,6 z w � = N m f_n0 !nW m N z in O Q 0 O C H m W N w N to LL m W Z � N co OF o CC III D a U w 2 y Q � O g° x - a - 0o 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 S� 4 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) M C 483+00.00 487+00.00 491+00.00 494+00.00 C 20 10 z W LL 0 O I- W W -,0 B 20 20 10 0 ,0 -20 8 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 482+00.00 486+00.00 490+00.00 FILL @-32C OFT EL 14.00 10'� I \I EL 7.00 _ ZO 1 MHW EL 1.8 MLWEL-2.9 Z l] m FILL @-35C OFT EL 14.00 10' i M1O MHW EL 1.8 MLWEL-2.9 - ' z a0 20 20 10 10 z W 0 Wi 0 O Q W W -10 -,0 -20 -20 10 10 z w 0 Wi 0 O w W -10-10 FILL @-26C OFT EL 14.00 10' I M1O ?700 MHW EL 1.8 MLWEL-2.9 z m FILL @-29C OFT EL 14.00 10' EL ].00 Z�1 MHW EL 1.8 MLW EL -2.9 z O a0 20 20 10 10 z W 0 Wi 0 O Q W W -10 -,0 20 -20 FILL @-32C OFT EL 14.00 10' „ I �\ EL 7D0 M1O1 MHW EL 1.8 MLW EL -2.9 z m FILL @-29C (/FT EL 14.00 10'�, I , EL 7.00 - M1O MHW EL 1.8 MLW EL -2.9 ' z m 20 20 10 10 a z W 0 Wi 0 O Q W W -10 -,0 -20 -20 FILL @-33C (/FT EL 14.00 10' �l , \I EL 7.00 1, 1O.� MHW EL 1.8 ------------ MLW EL-2.9 m 20 NOTES: LEGEND 1. FOR ADDITIONAL INFORMATION SEE BEACH RENOURISHMENT APPROXIMATE EXISTING TYPICAL SECTION ON SHEET C-300 GROUND 70 AND C-301. PROPOSED 2. EXISTING GROUND SHOWN IS RENOURISHMENT BASED ON MAY 2021 SURVEY BY TI COASTAL AND REPRESENTS THE ® LIMITS OF FILL ° APPROXIMATE CONDITIONS AT THE TIME OF THE SURVEY. 3. TRANSITIONS IN DUNE CREST 10' 0' 10' 20' HEIGHT SHALL BE 0.5 FT VERTICAL mommilmi -10 OVER 100 FT HORIZONTAL. VERTICAL SCALE: 1"=10' 100' 0' 100' 200' HORIZONTAL SCALE: 1"=100' - -500 400 -300 -200 -100 0 100 20 20 -500 400 -300 -200 -100 0 100 20 20 -500 400 -300 -200 -100 0 100 20DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) ISSUED ^FOR- B I D lw a x U k L7 _ z s z LL E X IZN iq x On o�� c 6 U w c `o An `0 E •••�N'CARp��• P•20QIFESS /.9 �p ti 14 SEAL 9�: i 23487 i t lNE�cPK SEAL 1 2 3 4 5 6 500+00.00 504+00.00 508+00.00 511+00.00 OPK Isla, O 20 10 0 E 'a Z W LL 0 O Q w w -10 20 20 •12P 10 E 4$ 0 -10 s A -20 LL -5w 400 -300 .200 .100 0 100 .500 400 .300 .200 -100 0 100 .500 400 .300 .200 -100 0 100 .500 400 .300 .200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 499+00.00 503+00.00 507+00.00 510+00.00 20 D 10 Z W LL o O w w -10 20 FILL Q-32C OFT EL 14.00 10's I \ 1 EL 7.00 I 11 i MHW EL 1.8 MLW EL-2.9 z D 0 m FILL (-32C (/FT EL 14.00 10' u, EL 7.00 11 MHW EL 1.8 MLW EL.2.9 w 0 m 20 20 10 10 O a Z W 0 LL 0 O Q w w -10 -10 -20 -20 20 20 10 10 Q Z W 0 LL 0 O w w -10 -10 -20 -20 FILL Q-31C UFT EL 14.00 10. i r�l EL I.B0 �EL00IMHW MLW EL-2.9 -� z 0 m FILL (-30C UFT EL 14.00 10'� EL 7.00 I MHW EL 1.8 MLW EL-2.9 - w 0 m 20 20 10 10 O a Z W 0 LL 0 O Q w w -10 -10 -20 -20 20 20 10 10 Q Z W 0 LL 0 O w w -10 -10 -20 -20 FILL (-28C (/FT EL 14.00 10'„ EL 7.00 20 MHW EL 1.8 ---------------- MLW EL-2.9 z D 11 m FILL (-27C UFT EL 14.00 10' EL 7.00 MHW EL 7.8 20 --------------- MLW EL-2.9 w 0 m 20 20 10 10 O a Z W 0 LL 0 O Q w w -10 -10 -20 -20 20 20 10 10 a Z W 0 LL 0 O w w -10 -10 -20 -20 FILL (-29C (/FT EL 14.00 10'„ EL 7.00--- 20 , MW ---------------- MLW EL-2.9 - z D 0 m FILL (-29C (/FT EL 14.00 10'„ '1 7 I ------ 10 ;EL�.00 MHW EL 1.8 --------------- MLW EL-2.9 0 m 20 D � w 10 = N m 0 -10 f_n0 m N D - O 0 w N W Z� ;,J)a Q !nw Z in O Q P m w N 1n LL 0 No1 OF CC Lu Uw z y � O g° x 20 a .500 400 -300 .200 -100 0 100 .500 400 .300 .200 -100 0 100 .500 400 .300 .200 .100 0 100 -500 400 .300 .200 .100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) C 498+00.00 502+00.00 506+00.00 509+00.00 C 20 10 0 Q W LL o O F- W W -10 B 20 20 10 0 -10 20 .500 400 -300 .200 .100 0 100 -500 400 .300 .200 .100 0 100 .500 400 .300 .200 .100 0 100 .500 400 -300 .200 .100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 497+00.00 501+00.00 505+00.00 FILL (-32C UFT EL 14.00 �1 1 r 1 11 �EL00 MHW EL 1.8 MLW EL-2.9 ' w m FILL Q-30C UFT EL 14.00 1 r 20, MHW EL 1.8 MLW EL -2.9 z 0 a0 20 20 10 10 O Q W 0 LL 0 O Q W W -10 -10 20 20 FILL (-29C (/FT EL 14.00 10'� EL 7.00 '- 20 MHW EL 1.8 ------------ MLW EL W m FILL (-30C UFT EL 14.00 10' 11 EL 7.00 y0.1 MHW EL 1.8 MLW EL z O a0 20 20 10 10 O Q W 0 LL 0 O Q W W -10 -10 20 -20 FILL (-28C (/FT EL 14.00 10' EL 7.00 1 - � MHW EL 1.8 20 I' --------------- MLW EL w m FILL (-29C UFT EL 14.00 41 10. EL 7.00 �/ v'1y MHW EL 1.8 MLW EL-2.9 z a0 20 20 10 10 O a W 0 LL 0 O Q W W -10 -10 -20 -20 FILL Q-28C (/FT EL 14.00 10'� z\ EL 7.00--- 10 , MHW EL 1.8 ------------------- MLW EL-2.9 m NOTES: LEGEND 1. FOR ADDITIONAL INFORMATION SEE BEACH RENOURISHMENT --------- APPROXIMATE EXISTING TYPICAL SECTION ON SHEET C-300 GROUND 10 AND C-301. PROPOSED 2. EXISTING GROUND SHOWN IS RENOURISHMENT BASED ON MAY 2021 SURVEY BY TI COASTAL AND REPRESENTS THE ® LIMITS OF FILL o APPROXIMATE CONDITIONS AT THE TIME OF THE SURVEY. 3. TRANSITIONS IN DUNE CREST 10' 0' 10' 20' HEIGHT SHALL BE 0.5 FT VERTICAL Emmommi -10 OVER 100 FT HORIZONTAL. VERTICAL SCALE: 1"=10' 100' 0' 100' 200' 20 HORIZONTAL SCALE: 1"=100' .500 400 -300 .200 .100 0 100 .,. -500 400 -300 -200 -100 0 100 ` .500 400 .300 .200 .100 0 100 ISSUED FOR BID DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) Ieel ICn- ono4 n7 no c z k E 0Pn IZN iq t U'n ¢m c � t � c An `0 E •••�N'CAR04��• P•20Q�FESS /.9 �p ti 1 SEAL i 23487 i tl NE�cP�?: SEAL 1 2 3 4 5 6 515+00.00 519+00.00 523+00.00 526+00.00 OpK Ist'l 20 10 a E z W W 0 O Q > J W -10 20 20 "2P 10 E �$ 0 v -10 3 5 T 20 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 514+00.00 518+00.00 522+00.00 525+00.00 20 D ,0 m 1- W W 0 O w -10 20 FILL @ - 35 C (/Fr EL 14.00 10' II EL ].00 , 10 MHW EL 1.8 ---------------- MLW EL W Z 11 ❑ m FILL @ - 33 C (/FT EL 14.00 10' I EL 7.00 1 10 MHW EL 1.8 ----------------- MLW EL-2.9 ILI D ❑ m 20 20 10 10 a z W 0 W 0 O Q W W -10 -10 20 20 20 20 0 ,0 ro 1- W 0 W 0 O w 20 20 FILL @ - 37 C (/Fr EL 14.00 10. ,1 EL 7.00 MHW EL IS MLW EL-2.9 W Z ❑ m FILL @ - 38 C (/FT EL 14.00 10. EL ].00 1 70.1 MHW EL IS MLW EL-2.9 w m 20 20 10 10 O z W 0 W 0 O i W W -10 -10 20 20 20 20 ,0 ,0 m z W 0 W 0 O w w 20 20 FILL @ - 33 C (/Fr EL 14.00 10' EL 7.00 � g MHWELIS MLW EL-2.9 W Z 11 ❑ m FILL @ - 34 C (/FT EL 14.00 10' EL ].00 I , MHW EL IS MLW EL-2.9 ILI ❑ m 20 20 10 10 m z W 0 W 0 O i J W -10 -10 20 20 20 20 ,0 ,0 m z W 0 W 0 O i w w 20 20 FILL @ - 30 C (/Fr EL 14.00 10' it MHW EL 1.8 MLW EL -2.9 W Z 11 ❑ m FILL @ - 31 C (/FT EL 14.00 10' MHW EL 1.8 MLW EL-2.9 z ❑ m 20 D � 0 z w p 0 o Cj it0 D\ 0 0V Z N LL,p w CC m Z <n -m H U c; m 0 0 0 CC LL, cna Uw Y p = in O 2 20 a -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 g 4 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) C 513+00.00 517+00.00 521+00.00 524+00.00 C 20 10 a z W W 0 O i J W -10 B 20 20 10 0 -10 20 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 512+00.00 516+00.00 520+00.00 FILL @ - 31 C (/FT EL 14.00 10'� r\I /7.00MHWELI.B ----------------- MLW EL-2.9 Z m @ - 30 C (/FT [FILL EL 14.00 10' ; EL 7.00 1 MHW EL 1.8 --------------- MLW EL-2.9 z O m 20 20 10 10 ro z W 0 W 0 O W -10 -10 20 20 10 10 ro z w 0 W 0 Z O W -10 -10 20 20 FILL @ - 37 C /FT 1 EL 14.00 70' EL ].00 MHW EL 1.8 MLW EL-2.9 W Z m FILL @ - 36 C (/FT EL 14.00 10' { EL 7.00 I M I 10 1 I MHW EL 1.8 ------------------ MLW EL.- z 0 m 20 20 10 10 O z W 0 W 0 O i W -10 -10 20 -20 FILL @ - 35 C (/FT EL 14.00 70' EL 7.00 MHW EL 1.8 MLW EL-2.9 W Z ❑ m FILL @ - 36 C (/FT EL 14.00 10' 1 EL 7.00 MHW EL IS MLW EL -2.9 z 0 m 20 20 10 10 m O z W 0 W 0 O i W -10 -10 20 20 FILL @ - 32 C (/FT EL 14.00 ^ 70' II MHW EL IS MLW EL-2.9 W Z m NOTES: LEGEND 1. FOR ADDITIONAL INFORMATION SEE BEACH RENOURISHMENT APPROXIMATE EXISTING TYPICAL SECTION ON SHEET C-300 GROUND 10 AND C-301. PROPOSED 2. EXISTING GROUND SHOWN IS RENOURISHMENT BASED ON MAY 2021 SURVEY BY TI COASTAL AND REPRESENTS THE ® LIMITS OF FILL 0 APPROXIMATE CONDITIONS AT THE TIME OF THE SURVEY. 3. TRANSITIONS IN DUNE CREST 10' 0' 10' 20' HEIGHT SHALL BE 0.5 FT VERTICAL -10 OVER 100 FT HORIZONTAL. VERTICAL SCALE: 1"=10' 100' 0' 100' 200' HORIZONTAL SCALE: 1"=100' -500 400 .300 .200 .100 0 100 .600 400 .300 .200 .100 0 100 LV -500 400 -300 -200 -100 0 100 ISSUED FOR BID DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) Ieel ICn- ono4 n7 n4 c � _ o _ g 0 0 z k E rcS jZN iq t U'n c � t � c IO `o E ••`�N'CARp��• P•20Q�FESS/ ti 1�p 1 SEAL 9�: i 23487 i tl NE�cP�?, SEAL 1 2 3 4 5 6 530+00.00 534+00.00 538+00.00 541+00.00 OpK Ist'l ✓O 20 •`2P 10 E �$ 0 v - -10 s x -20 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 529+00.00 533+00.00 537+00.00 540+00.00 20 D ,0 zZ W LL_ ° Z O 20 w 10 FILL ® - 26 C OFT EL 14.00 10' I � MHW EL 1.8 70 EL 7.00 w z a m I MLW EL -2.9 / 20 20 ,0 10 zZ W 0 LL 0 Z O w -10 w .10 FILL ®-31C OFT EL 14.00 10' , �T I q01 X�7.0O, MHW EL 1.8 ---------- MLW EL-2.9 z ❑ IT, 20 20 ,0 10 zZ W 0 w 0 Z O w 10 w .10 FILL ® - 38 C OFT EL 14.00 10' I , EL 7.00 J v 101 MHW EL 1.8 MLW EL -2.9 ' z ❑ m 20 20 10 10 zZ W 0 LL 0 Z O w -10 w -,0 20 20 FILL (-38C (/FT EL 14.00 10' EL 7.00 I q01 MHW EL 1.8 MLW EL -2.9 z m 20 D � ,0 z p o 0 cw Cj C 0 O N ZN LLI W Lu CC m Z <n O m Ucm � O N OF CC LLI toa Uw Y p(n = O 2 20 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 S� 4 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) M C 528+00.00 532+00.00 536+00.00 539+00.00 C 20 10 z I- W LL ° O I- W w 10 B 20 FILL @-27C OFT EL 14.00 10' i I' EL 7.00 Z�1 MHW EL 1.8 J MLW EL-2.9 w z m 20 20 10 10 z w W 0 LL 0 O Q w w -10 10 20 20 FILL ® - 33 C OFT EL 14.00 10'. IL I EL 7.00 Z�1 MHW EL 1.8 MLW EL-2.9 - w z m 20 20 10 10 z H W 0 LL 0 O Q w w ,o .10 20 20 FILL @-40C OFT EL 14.00 10' 'II I II EL 7.00 li Z�1 MHW EL 1.8 MLW EL-2.9 w Z m 20 20 10 10 z H W 0 LL 0 O w w 20 20 FILL (-38C (/FT EL 14.00 10' I I 20�` MHW EL 1.8 MLW EL-2.9 w z m 20 10 0 1U 40 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 527+00.00 531+00.00 535+00.00 20 10 zZ w W 0 LL, O w A w -10 FILL ®-29C OFT EL 14.00 10' I 111 EL 7.00 J(^� 101 MHW EL 1.8 MLW EL-2.9 Z a0 FILL @-29C OFT EL 14.00 10' EL 7.00 I I lyrr" ^� 2 p1 / MHW EL 1.8 MLW EL -2.9 z m 20 20 10 10 z H W 0 LL 0 O Q W -10 W .10 20 20 20 20 10 10 zZ w 0 LL 0 O w -10 w -10 FILL ® - 30 C (/FT EL 14.00 10' EL 7.00I�r-J 201 MHW EL 1.8 MLWEL-2.9 Z O a0 FILL ® - 29 C OFT EL 14.00 10' I% I EL 7.00 `fir y0� MHW EL 1.8 MLW EL-2.9 - z O a0 20 20 10 10 z H W 0 LL 0 O Q W -10 W .10 20 20 20 20 10 10 zZ w 0 LL 0 O w 10 w -10 FILL ® - 37 C (/FT EL 14.00 10' �y ,1 I I EL 7.00 I 1°1 MHW EL 1.8 MLW EL-2.9 - Z 11 a0 FILL ® - 35 C OFT EL 14.00 10' I EL 7.00 y0N MHW EL 1.8 MLW EL-2.9 z 0 m 20 20 10 10 z w W 0 LL 0 O Q W -10 W .10 20 20 FILL (-39C (/FT EL 14.00 10' I EL 7.00 I 20�` MHW EL 1.8 MLW EL -2.9 r Z O m 20 NOTES: LEGEND 1. FOR ADDITIONAL INFORMATION SEE BEACH RENOURISHMENT APPROXIMATE EXISTING TYPICAL SECTION ON SHEET C-300 GROUND 0 AND C-301. PROPOSED 2. EXISTING GROUND SHOWN IS RENOURISHMENT BASED ON MAY 2021 SURVEY BY TI COASTAL AND REPRESENTS THE ® LIMITS OF FILL ° APPROXIMATE CONDITIONS AT THE TIME OF THE SURVEY. 3. TRANSITIONS IN DUNE CREST 10' 0' 10' 20' HEIGHT SHALL BE 0.5 FT VERTICAL -10 OVER 100 FT HORIZONTAL. VERTICAL SCALE: 1"=10' 100' 0' 100' 200' HORIZONTAL SCALE: 1"=100' moo 10. aoo -200 -100 0 100 20 - -500 -400 -300 -200 -100 o 100 -500 -400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) ISSUED ^ FOR ,B I D c 2 U k _ I z s z LL E rcS jzN iq i U'n a � t U � c `o `0 E •••�N'CARp��• P•20QIFESS /.9 �p ti SEAL 9�: i 23487 i SEAL v,111„ 1 2 3 4 5 6 545+00.00 549+00.00 553+00.00 556+00.00 0P 151A' ✓0 20 •`2P 10 E �$ 0 4 -10 e s x .20 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 544+00.00 548+00.00 552+00.00 555+00.00 20 D 10 0 Z W LL 0 z O W w .10 FILL (-38C (/FT EL 14.00 10' EL 7.00 q01 MHW EL 1.8 MLW EL-2.9 ' w p m 20 20 0 ,0 0 Z W 0 LL 0 z O W -10 W .10 FILL (-42C (/FT EL 14.00 I '1 , ` EL 7.00 101 MHW EL 1.8 MLW EL-2.9 z 0 m 20 20 10 10 0 Z W 0 LL 0 O W -10 W .10 FILL (-40C (/FT EL 14.00 35' I' I EL 7.00 101 MHW EL 1.8 MLW EL-2.9 ` Z 0 m 20 20 10 10 0 Z W 0 LL 0 O W -10 W .10 FILL (-30C (/FT EL 13.00 24',' EL 7.00 J MHW EL 1.8 MLW EL-2.9 - - -- w z 0 m 20 D � z ,0 w p 0 o it 0 D \ 0 OV Z N p w J 0 L a m Z (n Q m H U c; Lu LL Cl)0 04 0� m H U Lu w z Y = in O p 2 20 � - -500 -400 -300 -200 -100 0 100 - ` -500 -400 -300 -200 -100 0 100 20` -500 -400 -300 -200 -100 0 100 _.. ` -500 -400 -300 -200 -100 0 100 g 4 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) M C 543+00.00 547+00.00 551+00.00 554+00.00 C 20 10 z W LL 0 O Q W W -10 B 20 20 10 Ez W LL_ 0 z O Q w w .10 20 FILL (-40C (/FT EL 14.00 39' /�11 EL 7.00 q01 MHW EL 1.8 MLW EL -2.9 ---- w z p m 20 20 10 10 0 z W 0 LL 0 z O Q -10 w -10 20 20 FILL (-41C (/FT EL 14.00 34' r� EL 7.00 f q01<//7 MHW EL 1.8 MLWEL-2.9 ' z p m 20 20 10 10 0 z W 0 LL 0 z O Q -10 w .10 20 20 FILL (-36C (/FT EL 13.50 10' / ,1 I EL 7.00 A 1 10 MHW EL 1.8 / MLW EL-2.9 , - --' w z p m 20 20 10 10 0 z W 0 LL 0 z O Q 10 w .10 20 20 FILL (-28C (/FT EL 13.00 22' I M1 \1 I^ EL 7.00 q01 MHW EL 1.8 MLW EL-2.9 - - --- w z p m 20 10 0 10 .20 -500 400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 542+00.00 546+00.00 550+00.00 20 10 z W W 0 LL O w p W -10 -20 FILL (-38C (/FT EL 14.00 10' 1 EL 7.00 j y0.1 MHW EL 1.8 MLW EL -2.9 z m FILL (-38C (/FT EL 14.00 10' EL 7.00 I ' MHW EL 1.8 y0.1 MLW EL -2.9 z m m 20 20 10 10 0 z W 0 LL 0 O Q W -10 W .10 20 20 20 20 10 10 0 zZ w 0 LL 0 O 0 w .10 -20 .20 FILL (-41C (/FT EL 14.00 39' 1 EL 7.00 I yA MHW EL 1.8 MTL EL -0.6 - p MLWEL-2.9 z m FILL (-40C (/FT EL 14.00 39' EL 7.00 MHW EL 1.8 y01 i MLW EL-2.9 - _--_ z m m 20 20 10 10 0 z W 0 LL 0 O Q W -10 W .10 20 20 20 20 10 10 0 zZ w 0 LL 0 O -10 w .10 .20 .20- FILL (-41C (/FT EL 14.00 I ' EL 7.00 i y0.1 MHW EL 1.8 MLW EL-2.9 ' z m FILL @ - 41 C (/FT EL 14.00 36' I '1 EL 7.00 i y0.1 MHW EL 1.8 MLW EL-2.9 - - - z m 20 20 10 10 0 z W 0 LL 0 O Q W .10 W -10 20 20 FILL (-20C (/FT EL 13.00 27''`"1 I EL 7.00 I ` z�1 MHW EL 1.8 MLW EL -2.9 - z m 20 NOTES: LEGEND 1. FOR ADDITIONAL INFORMATION SEE BEACH RENOURISHMENT --------- APPROXIMATE EXISTING TYPICAL SECTION ON SHEET C-300 GROUND 10 AND C-301. PROPOSED 2. EXISTING GROUND SHOWN IS RENOURISHMENT BASED ON MAY 2021 SURVEY BY TI COASTAL AND REPRESENTS THE ® LIMITS OF FILL 0 APPROXIMATE CONDITIONS AT THE TIME OF THE SURVEY. 3. TRANSITIONS IN DUNE CREST 10' 0' 10' 20' HEIGHT SHALL BE 0.5 FT VERTICAL -10 OVER 100 FT HORIZONTAL. VERTICAL SCALE: 1"=10' 100' 0' 100' 200' .20 HORIZONTAL SCALE: 1"=100' -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 ISSUED FOR BID DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) Ieel Icn. onol m n4 c 2 2 k > _ E LLO E rcS jzN iq i U'n a � t U � c An`o `o E •••�N'CARp��• P•20Q0FESS ti 1 SEAL i 23487 i tl NE�cP�?, SEAL 20 p •\2P 10 E $$ 0 v - -10 s x -20 .500 400 .300 .200 .100 0 100 -500 -400 .300 .200 -100 0 100 .500 400 .300 .200 -100 0 100 -500 -400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 559+00.00 563+00.00 567+00.00 570+00.00 20 D 10 m 0 Q H W IWL ° Z 0 1 W w -10 20 FILL @-25C IFT EL 13.00 EL 7.00 � MHW EL 7.8 MLW EL z m 20 20 10 10 O Q H W 0 I 0 Z O W -10 w -10 20 20 FILL @- 25 CY/FT EL 13.00 b 19''1\ I 2p:1 e00 MHW EL 1.8 MLW EL.2.9 D m 20 20 10 10 O Q H W 0 LL 0 Z O w W -10 w -10 20 -20 FILL @ - 27 C /FT EL 13.00 20' I\ EL 7.00 2p:1 MHW EL 1.8 MLW EL-2.9 - D m 20 20 10 10 m a Q W 0 LL 0 Z O w W 10 w -10 20 -20 FILL @ - 28 CV/FT EL 13.00 29' 'll I EL 7.00 I 11 2p:1 MHW EL 1.8 ------------------- MLW EL.2.9 - - z m 20 D � 10 Z W p 0 cli m N \ 0 N m Z (n Q m r 0 ZLLI N p Lu J C (na _ U N m O N m W Uw 20 Y p = O 2 a - a .500 400 .300 .200 -100 0 100 -500 400 .300 .200 .100 0 100 .500 400 .300 .200 .100 0 110 -500 400 -300 -200 -100 0 100 g DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) C 558+00.00 562+00.00 566+00.00 569+00.00 C 20 10 Q 1-- 0 O Q W W 10 B 20 1 2 3 4 5 6 560+00.00 564+00.00 568+00.00 571+00.00 OpK Ist'l v� FILL Q-25C (IFT EL 13.00 I" EL 7.00 40, MHW EL 1.8 MLW EL -2.9 z 0 m 20 20 10 10 m O Q W 0 LL 0 Z O w -10 w -10 -20 20 FILL @-26C UFT EL 13.00 20'I\ EL 7.00 � MHW EL 1.6 MLW EL.2.9 ' z 0 m 20 20 10 10 O Q W 0 LL 0 Z O w -10 w -10 -20 -20 FILL @ - 28 C /FT EL 13.00 20'i-'I I I 1 I 1 i ;/710 MHW EL 1.810 MLW EL-2.9 w z 0 m 20 20 10 10 O Q W 0 LL 0 Z O w io w -10 -20 -20 FILL @ - 28 C /FT EL 13.00 10' i EL 7.00 � MHW EL 1.6 MLW EL.2.9 _ w z 0 m 20 10 0 10 20 P -500 400 .300 .200 .100 0 100 -500 400 .300 .200 .100 0 100 .500 400 .300 .200 -100 0 100 -500 400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 557+00.00 561+00.00 565+00.00 20 10 Z 1-- 0 W O w A W -10 z0 FILL @-25C UFT EL 13.00 '1 iT I 1 I ,1 EL 7.00 y0.1 MHW EL 1.8 MLW EL --- W Z 00 FILL @-26C UFT EL 13.00 EL 7.00 I - MHW EL 1.8 20 / MLW EL -2.9 ---' w z 00 20 20 0 10 Q H W 0 LL 0 O Q W -10 w -10 20 20 20 20 0 10 a z 1-- 0 LL 0 O w -10 W -10 20 20 FILL @ - 25 C /FT EL 13.00 it I- EL 7.00 I ry0.1 MHW EL 1.8 MLW EL-2.9 ---------- z 00 FILL @ - 25 C UFT EL 13.00 EL 7.00 20. MHW EL 1.8 MLW EL-2.9 D 0 a0 20 20 10 10 Q H W 0 LL 0 O Q W -10 w -10 -20 -20 20 20 10 10 a z 1-- 0 LL 0 O w -10 W -10 20 -20 FILL @ - 27 C /FT EL 13.00 20'I\\ I \ EL 7.00 2p:1 MHW EL 1.8 MLW EL-2.9 Z 0 00 FILL @ - 26 C UFT EL 13.00 \ EL 7.00 ' 20. MHW EL 1.8 MLW EL-2.9 - 0 a0 20 20 10 10 Q H W 0 LL 0 O Q W 10 w -10 -20 20 FILL @ - 28 C (/FT EL 13.00 EL 7.00 J I 2p:1 MHW EL 1.8 MLWEL-2.9 _ Z 0 00 20 NOTES: -20 LEGEND 1. FOR ADDITIONAL INFORMATION SEE BEACH RENOURISHMENT APPROXIMATE EXISTING TYPICAL SECTION ON SHEET C-300 GROUND 70 AND C-301. PROPOSED 2. EXISTING GROUND SHOWN IS RENOURISHMENT BASED ON MAY 2021 SURVEY BY TI COASTAL AND REPRESENTS THE ® LIMITS OF FILL ° APPROXIMATE CONDITIONS AT THE TIME OF THE SURVEY. 3. TRANSITIONS IN DUNE CREST 10' 0' 10' 20' HEIGHT SHALL BE 0.5 FT VERTICAL -10 OVER 100 FT HORIZONTAL. VERTICAL SCALE: 1"=10' 100' 0' 100' 200' HORIZONTAL SCALE: 1"=100' -500 400 .300 .200 -100 0 100 -500 400 .300 .200 -100 0 100 .500 400 .300 .200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) ISSUED FOR BID a 2 U > _ E LLO E rcS jzN iq i U'n ¢m c � t U c `o `o E •••�N'CARp��• P•20Q�FESS /.9 'p ti 1 SEAL i 23487 i tl NE�cP�?, SEAL 20 •`2P 10 E $$ 0 v - -10 s x -20 -500 400 -300 -200 -100 0 100 500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 574+00.00 578+00.00 582+00.00 585+00.00 (/FT [FILL@-27C EL 13.00 10' EL 7.00 � MHW EL 1.8 TL EL-0.60. _ er ir MLWEL-2.9 W D m 20 20 10 10 ro z W 0 LL 0 O -10 W -10 -20 -20 FILL@-26C /FT EL 13.00 10' EL 7.00 Y MHW EL 1.8 9-MTL EL-0. - el- Y MLW EL-2.9 W m D � 10 z WCj p 0 N \ Q N m Z (n Q m r -10 Z N p W J CC _ U N LL c O a CC W Da UW Y = in O p 2 -20 a -500 -400 -300 -200 -100 0 100 -100 -400 -300 -210 -111 0 100 -100 110 -300 -210 -111 0 110 -100 -400 -300 -200 -100 0 100 g 4 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) (; 573+00.00 577+00.00 581+00.00 584+00.00 C FILL @-27C /FT EL 13.00 10' � Y'1 MHW EL 1.8 ;EL7.00 MTL EL -0.6 MLWEL-2.9 Z O m 1 2 3 4 5 6 575+00.00 579+00.00 583+00.00 586+00.00 OpK ISlq,v� FILL @-27C OFT EL 13.00 EL 7.00 � 10.1 Y MHW EL 1.8 Y MTL EL-0.6 -� MLW EL.2.9 W z 0 m 10 10 ro z W 0 LL 0 z O Q w -10 W -10 -20 -20 FILL @-26C (/FT EL 13.00 10' EL 7.00 MHW EL 1.8 Y MTL EL -0.6 MLW EL.2.9 z 0 m 10 10 ao z W 0 LL 0 z O Q w -10 W -10 20 20 FILL @-26C OFT EL 13.00 10' EL 7.00 I MHW EL 1.8 MTL EL -0. MLWEL-2.9 - W z 0 m 10 10 ro z W 0 LL 0 Z O -10 W -10 -20 -20 FILL @-26C /FT EL 13.00 10' _ I� I EL 7.00 MHW EL 1.8 �0. MLW EL.2.9 - W z 0 m 10 0 -10 20 B -500 400 .300 .200 .100 0 100 .500 400 .300 .200 -100 0 100 .500 400 .300 .200 -100 0 100 -500 400 .300 .200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 572+00.00 576+00.00 580+00.00 FILL @-28C OFT EL 13.00 10'^11 EL 7.00 i MHW EL 1.8 ------------- MLW EL.2.9 z O m 10 10 ro L] z f W 0 LL 0 O Q W -10 W -10 10 20 10 10 ro p z w 0 LL 0 O 10 W -10 -20 -20 FILL @-27C (/FT EL 13.00 i EL 7.00 p MHW EL 1.8 SUN MTL EL-0.6 MLWEL-2.9 - -' - z O m FILL @-2]C OFT EL 13.00 10' EL 7.00 MHW EL 1.8 MLW EL.2.9 D O m 10 10 ro L] z f W 0 LL 0 O Q W 10 W -10 -20 -20 10 10 ro p z w 0 LL 0 O -10 W -10 20 20 FILL @-26C /FT EL 13.00 10' i EL 7.00 / p MHW EL 1.8 / MTL EL-0.6 MLW EL-2.9 Z z m FILL @-26C OFT EL 13.00 10' Ir < I EL 7.00 / MHW EL 1.8 MLWEL-2.9 - \ C, m 10 10 ro L] Q f W 0 LL 0 O Q W -10 W -10- -20 -20 FILL @-26C OFT EL 13.00 10' EL 7.00 MHW EL 1.8 MLWEL-2.9 - - C, m 20 NOTES: LEGEND 1. FOR ADDITIONAL INFORMATION SEE BEACH RENOURISHMENT APPROXIMATE EXISTING TYPICAL SECTION ON SHEET C-300 GROUND 10 AND C-301. PROPOSED 2. EXISTING GROUND SHOWN IS RENOURISHMENT BASED ON MAY 2021 SURVEY BY TI COASTAL AND REPRESENTS THE ® LIMITS OF FILL ° APPROXIMATE CONDITIONS AT THE TIME OF THE SURVEY. 3. TRANSITIONS IN DUNE CREST 10' 0' 10' 20' HEIGHT SHALL BE 0.5 FT VERTICAL -10 OVER 100 FT HORIZONTAL. VERTICAL SCALE: 1"=10' 100' 0' 100' 200' 20 HORIZONTAL SCALE: 1"=100' -500 400 .300 .200 .100 0 100 .500 400 .300 .200 -100 0 100 .500 400 .300 .200 .100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) ISSUED FOR BID a _ o _ x 0 x U E rcS wl z i U'n c � U � c `o `0 E •••�N'CARp��• P•20Q�FESS /.9 �p ti 1 SEAL i 23487 i tl NE�cP�?, SEAL 1 2 3 4 5 6 590+00.00 594+00.00 598+00.00 601+00.00 OpK Ist'l v� 20 "2P 0 E �$ 0 v - 10 s x -20 -50o -400 -300 -200 -100 0 100 -50o 400 -300 -200 -100 0 100 -50o 400 -300 -200 -100 0 100 -50o 400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 589+00.00 593+00.00 597+00.00 600+00.00 20 D 10 w 0 zZ W LL ° O W w -10 20 FILL (-26C OFT EL 13.00 10' N I ,I �I EL 7.00 MHW EL 1.8 TL EL -0.6 MLW EL-2.9 w z 0 m FILL @-26C OFT EL 13.00 EL 7.00 10' MHW EL 1.8 TL EL -0.6 -- - ' MLW EL-2.9 z m 20 20 10 10 0 zZ W 0 LL 0 Z O Q w -10 w -10 -20 -20 20 20 10 10 0 zZ W 0 LL 0 O W 10 w -10- -20 -20- FILL (-25C OFT EL 13.00 EL 7.00 19 „n MHW EL 1.8 MTL EL -0.6 MLW EL-2.9 w z 0 m FILL @ - 26 C /FT EL 13.00 10' y0.1 ;EL7.00 p MHW EL 1.8 p MTL EL -0.6 _ Y MLWEL-2.9 z m 20 20 10 10 0 zZ W 0 LL 0 Z O w -10 -10 -20 -20 20 20 10 10 0 zZ W 0 LL 0 O W -10 w -10 -2o -2o FILL (-25C (/FT EL 13.00 10' MHW EL 1.8 ?L7 MTL EL -0. MLWEL-2.9 w z 0 m FILL (-24C /FT EL 13.00 10' n EL 7.00 MHW EL 1.8 � 6 _ MLW EL z m 20 20 10 10 0 zZ W 0 LL 0 Z O w -10 w -10 -20 -20 20 20 10 10 0 zZ W 0 4 0 O W -10 w -10 -20 -20 FILL (-26C OFT EL 13.00 10' r EL 7.00 20. MHW EL 1.8 MLW EL.2.9 - - w z 0 m FILL Q-25C /FT EL 13.00 10' e�7.001 p MHW EL 1.8 p MTL EL-0. _ - - Y MLW EL-2.9 z m 20 -20 D � 10 Z wCj p 0 m 0 \ 0 N m Z (n o m r -10 W oV p w J CC La _ w N LL m 0 NLn m W Uw zt Y p = w O 2 - a -50o .400 -300 -200 -100 0 100 -50o .400 s00 -200 -100 0 100 -50o 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 10o g R DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) M C 588+00.00 592+00.00 596+00.00 599+00.00 C 20 10 w z w ° O Q W w -10 B 20 20 10 0 -10 20 P -500 400 -300 -200 -100 0 100 -50o 400 -300 -200 -100 0 100 -50o .400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 587+00.00 591+00.00 595+00.00 20 10 w Z A ° Z O w A w -10 z0 FILL (-27C /FT EL 13.00 10' I MHW EL 1.8 EL 7.00 MLW EL.2.9 eT _ m FILL (-27C /FT EL 13.00 10' I' EL 7.00 MHW EL 1.8 MTL EL-0.6 _ - LL LL m MLW EL-2.9 - ---- 20 20 10 10 0 zZ w 0 LL 0 O Q W 10 w -10 -20 -20 20 20 10 10 0 zz w 0 LL 0 Z 0 w -10 w -10 -20 -20 FILL (-26C /FT EL 13.00 10' ?L7�MHW EL 1.8 - MLW EL.2.9 Z m FILL (-26C OFT EL 13.00 10' EL 7.00 MHW EL 1.8 MLW EL.2.9 z p m 20 20 10 10 0 zZ w 0 LL 0 O Q W -10 w -10 -20 -20 20 20 10 10 0 zz w 0 LL 0 Z 0 w -10 w -10 -20 -20 FILL (-25C OFT EL 13.00 10' i EL 7.00 MHW EL 1.8 MLWEL-2.9 Z m FILL (-25C OFT EL 13.00 10' ?L7 MHW EL 1.8 MLW EL.2.9 D p m 20 20 10 10 0 zZ w 0 LL 0 O Q W -10 w -10 -20 -20 FILL (-25C OFT EL 13.00 10' n EL 7.00 � MHW EL 1.8 MLW EL.2.9 - Z m 20 NOTES: -20 LEGEND 1. FOR ADDITIONAL INFORMATION SEE BEACH RENOURISHMENT APPROXIMATE EXISTING TYPICAL SECTION ON SHEET C-300 GROUND 10 AND C-301. PROPOSED 2. EXISTING GROUND SHOWN IS RENOURISHMENT BASED ON MAY 2021 SURVEY BY TI COASTAL AND REPRESENTS THE ® LIMITS OF FILL ° APPROXIMATE CONDITIONS AT THE TIME OF THE SURVEY. 3. TRANSITIONS IN DUNE CREST 10' 0' 10' 20' HEIGHT SHALL BE 0.5 FT VERTICAL -10 OVER 100 FT HORIZONTAL. VERTICAL SCALE: 1"=10' 100' 0' 100' 200' HORIZONTAL SCALE: 1"=100' -50o -400 -300 -200 -100 0 100 -50o 400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) ISSUED FOR BID a � _ o _ g 0 2 U _ E X jzN iq i U'n c � t U IC `o `o E ••`�N'CARp��• P•20QIFESS /.9 �p ti 1 SEAL 9�: i 23487 i tl NE�cP�?, SEAL 20 •`2P 10 E �$ 0 v - -10 s x 20 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 604+00.00 608+00.00 612+00.00 615+00.00 20 D 10 F- ILL 0 Z 0 1 w W -10 20 FILL @-29C OFT EL 13.01 10' 20. ?EL7 MHW EL 1.8 MLW EL-2.9 w m 20 20 10 10 O z H 0 W 0 Z 0 w -10 W -10 20 20 FILL@-35C OFT EL 13.00 10' EL700 20� MHW EL 1.8 MLW EL-2.9 - w m 20 20 10 10 O z F- 0 W 0 Z 0 ww -10 W -10 20 20 FILL @-33C OFT EL 13.00 10' EL ].00 20, MHW EL 1.8 MLW EL-2.9 w m 20 20 10 10 O z F- 0 W 0 Z 0 ww -10 W -10- 20 -20 FILL @-35C OFT EL 13.00 10. EL 7.00 20, MHW EL 1.8 MLW EL-2.9 - w m 20 D � 10 Z W p 0 0 Cj m 0 \ 0 N Z N p Lu J m Ln a m Z (n o m r _ U c; to m to N m W U W 2 Y = in O 20 p 2 - a -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 g 4 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) M C 603+00.00 607+00.00 611+00.00 614+00.00 C 20 10 F- W 0 .W. 0 W W -10 B 20 1 2 3 4 5 6 605+00.00 609+00.00 613+00.00 616+00.00 OPK I Slq, v� FILL @ - 31 C OFT EL 13.00 10' EL ].00 20 MHW EL 1.8 MLW EL-2.9 40 w z 0 m 20 20 10 10 F- 0 w 0 Z O w -10 W -10 20 -20 FILL @-35C OFT EL 13.00 10' r ] ` 2010 ;EL MHW EL 1.8 MLW EL-2.9 - w z 0 m 20 20 10 10 F- 0 w 0 Z O w -10 W -10 20 -20 FILL @-34C OFT EL 13.00 10' i EL7.00 Nr 20� MHW EL 1.8 MLW EL-2.9 - w z 0 m 20 20 10 10 m z 0 w 0 Z O w -10 W -10 20 -20 FILL @-36C OFT EL 13.00 10' i EL ].00 20 MHW EL 1.8 MLW EL-2.9 - - - w z 0 m 20 10 0 -10 20 ER -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 602+00.00 606+00.00 610+00.00 20 10 F- Iwl ° Z 0 w A W -10 20 FILL OFT 1 EL 13.00 10' \" 20. �EL00 MHW EL 1.8 MLW EL-2.9 Z <J m FILL @-27C (/FT EL 13.00 10' 20 MHW EL 1.8 MLW EL-2.9 z a0 20 20 10 10 O z F- 0 W 0 I1 0 W -10 W -10 20 -20 20 20 10 10 0 a z w 0 w 0 Z 0 w -10 W -10 20 -20 FILL @-33C OFT EL 13.00 10' EL 7.00 20 5,T MHW EL 1.8 - MLW EL-2.9 z <J m FILL @-32C OFT EL 13.00 10' 20 ?EL7.00/11 MHW EL 1.8 MLW EL-2.9 z 0 a0 20 20 10 10 O z F- 0 W 0 I1 0 W -10 W -10 20 -20 20 20 10 10 0 a z w 0 w 0 Z 0 w -10 W -10 20 -20 FILL @-34C OFT EL 13.00 10' EL ].00 �r 20� MHW EL 1.8 MLW EL-2.9 - - - z <J m FILL @-34C OFT EL 13.00 10' 20. ;EL MHW EL 1.8 MLW EL-2.9 - - - z a0 20 20 10 10 O z F- 0 W 0 LL 0 W -10 W -10 20 -20 FILL @-34C OFT EL 13.00 10' EL 7.00 20 MHW EL 1.8 MLW EL-2.9 .� z m 20 NOTES: LEGEND 1. FOR ADDITIONAL INFORMATION SEE BEACH RENOURISHMENT APPROXIMATE EXISTING TYPICAL SECTION ON SHEET C-300 GROUND 10 AND C-301. PROPOSED 2. EXISTING GROUND SHOWN IS RENOURISHMENT BASED ON MAY 2021 SURVEY BY TI COASTAL AND REPRESENTS THE ® LIMITS OF FILL ° APPROXIMATE CONDITIONS AT THE TIME OF THE SURVEY. 3. TRANSITIONS IN DUNE CREST 10' 0' 10' 20' HEIGHT SHALL BE 0.5 FT VERTICAL -10 OVER 100 FT HORIZONTAL. VERTICAL SCALE: 1"=10' 100' 0' 100' 200' 20 HORIZONTAL SCALE: 1"=100' -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) ISSUED FOR BID lw a _ o _ g 0 2 U E rcS jz iq t U'n c � t U IC `o `o E •••�N'CARp��• P•20QIFESS /.9 �p ti 1 SEAL 9�: i 23487 i tl NE�cP�?, SEAL 20 10 0 Q E Z A A B O a w W -10- -20 20 10 E �$ 0 4 - 10 s x -20 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 619+00.00 623+00.00 627+00.00 630+00.00 FILL @-40C (/FT EL 13.00 10. I1 MHW EL 1.8 20:1 EL 7.00 w m I, 11 MLW EL.2.9 10 10 Z w 0 w 0 O a w -10 W -10- -20 -20 BASE BID FIL @ - 38 CY/FT ADD ALT#2 FI L@-94 CY/FT EL 13.00 10' EL 7.00 1. \ I MHW EL 1.8 10:1 MTL EL -0.6 MLW EL -2. -' W z a m 10 10 Z w 0 w 0 ILI a w -10 w -10- -20 -20 BASE BID FIL @-35 CY/FT ADD ALT#2 FI L@-110 CYIFT EL 13.00 EL 7.00 120' MHWELI.8 I MTLEL-0. MLW EL .2. W z m 10 10 Z w 0 w 0 ILI a w 0 W -10 20 20 BASE BID FIL @-35 CYIFT ADD ALT#2 FILL @ - 109 CYIFT EL 13.00 47' l� �.i EL 7.00 120. MHW EL 1.8 1 10 IJ MLW EL .2. W z m D� 10 -20 w x N m 0 N 0 O Q 4 m H OV WcV F- W CV Q SH 1nLL0 O Z � N Q 0 H 06 -10 cc D a cc U W 2 Y p x N O 2 a -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 g 4 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) C 618+00.00 622+00.00 626+00.00 629+00.00 C 20 10 0 Z W IWL B O Q W W -10 B 20 1 2 3 4 5 6 620+00.00 624+00.00 628+00.00 631+00.00 OpK 151A, v� BASE BID FIL ADD ALT#2 FI @ -41 CY/FT L@-45 CY/FT 20:1 EL 13.00 10. .I I 1 .I MHW EL 1.8 L EL -0.8 MLW EL-2.9 - w ❑ m 20 20 10 10 0 Z w 0 w 0 ILI a w io w -10- -20 -20 BASE BID FIL @-37 CYIFT ADD ALT#2 FI L@-109 CYIFT EL 13.00 10. .I EL 7.00 113' MHW EL I.B 'LO' sz MTLEL-0.6 MLW EL 2, W ❑ m 20 20 10 10 W 0 Z w 0 w 0 ILI a w io W -10- -20 -20 BASE BID FIL @ - 35 CY/FT ADD ALT#2 FI L@-111 CYIFT EL 13.00 24' "� 1 EL 7.00 120, I MHW EL 1.8SZ ' MTL EL - MLW EL .1 W ❑ m 20 20 10 10 O Z w W 0 IL 0 z a w -10 W -10 -20 -20 BASE BID FIL @-30 CYIFT ADD ALT#2 FI L@-103 CYIFT EL 13.00 10' EL 7.00 120, _I ' MHWELI.8 MTLEL- V MLW EL .1 - W ❑ m 20 10 0 -10 _20 Ei -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 617+00.00 621+00.00 625+00.00 LEGEND 20 10 m Z w LL B Z 0 w A W -10 20 FILL /FT EL 13.00 10. f, 1 I � EL 7.00 1 20:1 MHW EL 1.8 MLW EL.2.9 _ Z m FILL @-37C OFT EL 13.00 10. I,1 EL 7.00 20:1 MHW EL 1.8 MLW EL.2.9 - W 0 m 20 20 10 10 W 0 Z w 0 w 0 ILI Q W -10 W -10 -20 -20 20 20 10 10 m Z w 0 LL 0 Z 0 a w -10 W -10 -20 -20 BASE BID FIL @-39 CYIFT ADD ALT#2 FI L@-77 CY/FT EL 13.00 14 10. EL 7.00 57' MHW EL 1.8 101 MLW EL -2.9 Z m BASE BID FIL @ - 40 CY/FT ADD ALT#2 FI L@-61 CY/FT EL 13.00 10. ,I EL MHW EL 1.8 20^ e7.002& MLW EL -2.9 W 0 m 20 20 10 10 0 Z w 0 0 ILI Q W -10 W -10- -20 -20 20 20 10 10 m Z w 0 w 0 Z 0 a w -10 w -10- -20 -20 BASE BID FIL @-35 CY/FT ADD ALT#2 FI L@-110 CYIFT EL 13.00 10' EL 7.00 120' MHW EL 1.8 MTL EL -0.6 MLW EL .2. ' Z 0 m BASE BID FIL @ - 36 CY/FT ADD ALT#2 FI L@-110 CYIFT EL 13.00 10. L 7.00 120, I -- MHWELI.8 I MTL EL -0. ' MLW EL .2. W 0 m 20 20 10 10 0 Z w 0 0 ILI Q W 10 w -10- -20 -20 BASE BID FIL @-35 CY/FT ADD ALT#2 FI L@-110 CYIFT EL 13.00 EL 7.00 120' 'I MHW EL 1.8 - MT MLW EL-2. - Z 0 m 20 NOTES: -20 APPROXIMATE EXISTING 1. FOR ADDITIONAL INFORMATION GROUND SEE BEACH RENOURISHMENT TYPICAL SECTION ON SHEET C-300 PROPOSED 10 AND C-301. RENOURISHMENT 2. EXISTING GROUND SHOWN IS ® LIMITS OF FILL (BASE BID) BASED ON MAY 2021 SURVEY BY TI COASTAL AND REPRESENTS THE o APPROXIMATE CONDITIONS AT THE TIME OF THE SURVEY. LIMITS OF FILL (BID ALT 2) 3. TRANSITIONS IN DUNE CREST 10, o' 10, 20' HEIGHT SHALL BE 0.5 FT VERTICAL 10 OVER 100 FT HORIZONTAL. VERTICAL SCALE: 1"=10' 4. ADD ALTERNATE #2 FILL, NOTED 100' o' 100' 2i ON SECTIONS, IS A TOTAL FILL, INCLUDING BASE BID FILL. HORIZONTAL SCALE: 1"=100' -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) ISSUED FOR BID a x U E rcS jzN iq i U'n ^< o t � c `o E •••�N I CARp��• P•20Q�FESS /.9 SEAL �p ti 1 9�: i 23487 i tl NE�cP?, SEAL 1111„ 1. 10 W E z f A 0 O F w W .10 -20 20 p "2t 10 E �$ 0 q -10 s x -20 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 634+00.00 638+00.00 642+00.00 645+00.00 BASE BID FIL @-32 CV/FT ADD ALT#2 Fl LL@-103 CV/FT EL 14.00 10' L 7.00 120' I Y MHW EL I.B yo^ MTLEL-0.6. Y MLW EL -2, w z m 10 10 in 0 zZ H 0 W 0 z O w -10 w .10 .20 .20 BASE BID FIL @-39 CV/FT ADD ALT#2 Fl LL@-110 CV/FT EL 15.50 10' EL 7.00 120' MHW EL 1.8 10'^ MTL MLW EL-2.. w z m m 10 10 in 0 zZ A 0 0 z O w -10 w -10 .20 .20 BASE BID FIL @-34 CV/FT ADD ALT#2 Fl LL@-101 CV/FT EL 1550 10' L 7.00 120' MHW EL 1.8 q0^ , _ MLW EL-2.. w z m 10 10 in 0 zZ H 0 W 0 z O w -10 w .10 .20 -20- BASE BID FIL @-32 CV/FT ADD ALT#2 Fl LL@-98 CV/FT EL 15.50 10' - _ ].00 b 120' MHW EL 1.8 EL-0. q0^ - MLW EL -2. ILL! z m D� 10 W S N m 0 N O O Q m cV WcV F- W N Q CC 1n LL 0 z N Q H06 0cc -10 D a cc C) w 2 Y p = N O zo 2 a -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 g 4 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) C 633+00.00 637+00.00 641+00.00 644+00.00 C zo 10 ai L7 Z f w 0 O W W .10 B -20 1 2 3 4 5 6 635+00.00 639+00.00 643+00.00 646+00.00 OA ISL.1,v� BASE BID FIL ADD ALT#2 Fl @-34 CV/FT LL@-105 CV/FT EL 14.50 10' MHW EL 1.8 ^ EL 7.00 120' - M MLW EL-2. w 0 m 10 10 in z H 0 W 0 O F w .10 w .10 .20 .20 BASE BID FIL @-39 CV/FT ADD ALT#2 Fl LL@-110 CV/FT EL 15.50 10' El 7.00 120' MHW EL 1.8 q0^ MTL EL -0 MLW EL-2. _ w 0 m 10 10 in z H 0 W 0 O F w .10 w .10 .20 .20 BASE BID FIL @-33 CV/FT ADD ALT#2 Fl LL@-99 CV/FT EL 15.50 10' 1.L 7.00 120' MHW EL 1.8 q0^ MLW EL-2. _ w 0 m 10 10 0 Z H 0 W 0 O F w .10 w .10 .20 -20- BASE BID FIL @-31 CW/ ADD ALT#2 Fl LL@-97 CV/FT EL 15.50 19 E 7.00 120' MHW EL 1.8 MTL EL -0.6 MLW EL-2. -- ' w 0 m 20 10 0 .10 .20 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 632+00.00 636+00.00 640+00.00 LEGEND 20 10 W z w z O w AW.10 -20 BASE BID FIL ADD ALT#2 Fl @- 31 CV/FT LL@-102 CV/FT EL 13.50 10 MHW EL 1.8 20'^ L 7.00 120' ' I/ MTL MLW EL-2. - Z <J m BASE BID FIL ADD ALT#2 Fl @-29 CV/FT LL@-101 CV/FT EL 13.00 10' MHW EL 1.8 20^ / EL 7.00 120' MTL EL -0.6 MLW EL-2. w 0 m 20 20 10 10 in Z w 0 W 0 O i W -10 W .10 .20 .20 20 20 10 10 in z 0 W 0 z O w .10 W -10 .20 .20 BASE BID FIL @-38 CV/FT ADD ALT#2 FI L@-109 CV/FT EL 15.50 10' 7.00 120' p MHWELI.8 q0^ Y MTL EL-0.6 _ _ - _ V MLW EL-2.9 J Z m BASE BID FIL @-36 CV/FT ADD ALT#2 Fl LL@-107 CV/FT EL 15.00 10' L 7.00 120' /J MHW EL 1.8 2u^ MLWEL-2.8 w 0 m 20 20 10 10 in Z H 0 W 0 O i W -10 W .10 .20 .20 20 20 10 10 in H 0 W 0 z O w -10 W -10 .20 .20 BASE BID FIL @-36 CV/FT ADD ALT#2 Fl LL@-104 CV/FT EL 15.50 10' L 7.00 120' MHW EL 1.8 MTL E q0^ MLW EL-2. % z m BASE BID FIL @-37 CV/FT ADD ALT#2 Fl LL@-107 CV/FT EL 15.50 10' L 7.00 120' - MHW EL 1.8 q0^ _ MTL EL -0.6 MLW EL -2. w 0 m 20 20 10 10 in CJ Z A 0 0 O i W -10 W .10 .20 .20 BASE BID FIL @-32 CV/FT ADD ALT#2 Fl LL@-98 CV/FT EL 15.50 10' L 7.00 120' MHW EL 1.8 qo^ M r MLW EL -2. z m 20 NOTES: APPROXIMATE EXISTING 1. FOR ADDITIONAL INFORMATION GROUND SEE BEACH RENOURISHMENT TYPICAL SECTION ON SHEET C-300 PROPOSED 10 AND C-301. RENOURISHMENT 2. EXISTING GROUND SHOWN IS ® LIMITS OF FILL (BASE BID) BASED ON MAY 2021 SURVEY BY TI COASTAL AND REPRESENTS THE o APPROXIMATE CONDITIONS AT THE TIME OF THE SURVEY. LIMITS OF FILL (BID ALT 2) 3. TRANSITIONS IN DUNE CREST 10, 0' 10, 20' HEIGHT SHALL BE 0.5 FT VERTICAL 10 OVER 100 FT HORIZONTAL. VERTICAL SCALE: 1"=10' 4. ADD ALTERNATE #2 FILL, NOTED goo' o' goo' 200 ON SECTIONS, IS A TOTAL FILL, 20 INCLUDING BASE BID FILL. HORIZONTAL SCALE: 1"=100' -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) ISSUED FOR BID a x U _ E > a E X. wl .z4 iq t U'n ^< o t w c IO `0 E ••`�N'CARp��• P•20QIFESS ti 1 SEAL i 23487 i tl NE�cP�?, SEAL 1111„ 20 U 10 E �$ 0 v _ -10 s x -20 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 649+00.00 653+00.00 657+00.00 660+00.00 20 D 10 m Z f w 0 LL. O Q W -10 zo BASE BID FIL @-35 CY/FT ADD ALT#2 FI L@-106 CY/FT EL 15.50 10' 'H r E1. 7.00 120, MHW EL 1.8 MLW EL .2. ` w z 11 m 20 20 10 10 Z f 0 w 0 LL O Q -10 w -10 -20 -20 BASE BID FIL @-26 CY/FT ADD ALT#2 FI L@-93 CY/FT EL 15.50 10' i El 7.00 020' 17 MHW EL 1.8 MTL EL -0 MLW EL-2. - z 11 m 20 20 10 10 Z f 0 w 0 LL O Q -10 w -10 20 -20 BASE BID FIL @-28 CY/FT ADD ALT#2 FI L@-80 CY/FT EL 15.50 10' i 120' 7.00 I � E 17 MHW EL 1.8 MTL qo' r MLW EL-2.�50 z m 20 20 10 10 W Z f 0 w 0 LL O Q -10 -20 -20 BASE BID FIL @-19 CY/FT ADD ALT#2 FI L@-60 CY/FT EL 15.50 10' i 20' El 7.00 / 42 MHWELI.8 E MLW EL-2. i z m D� 10 -zo z W S N N m W cn N Z N N 0 m 0 O N Wcm p_ H WNQ CC F- cn W ❑ -10 Z-'j O (na Q 0 06 J CC Ln au w z a = e N o O g x s00 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 'O a DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) v C 648+00.00 652+00.00 656+00.00 659+00.00 C zo 10 zZ W w 6 O Q W W -10 20 1 2 3 4 5 6 650+00.00 654+00.00 658+00.00 661+00.00 PKisL'l, BASE BID FIL @-37 CY/FT ADD ALT#2 FI L@-112 CY/FT EL 15.50 10' tP El 7.00 120' MHW EL 1.8 MTLE MLW EL-2.9 w z m 20 20 10 10 Z f 0 w 0 LL Z O Q w -10 w -10 -20 20 BASE BID FIL ADD ALT#2 FI @-24 CY/FT L@-90 CY/FT EL 15.50 10' tP 11� I� MHW EL 1.8 MTL EL-0. E q0: 7.00 120, l MLWEL-2. \ G w z m 20 20 10 10 Z f 0 w 0 LL Z O Q w -10 w -10 -20 20 BASE BID FIL @-30 CY/FT ADD ALT#2 FI L@-77 CY/FT EL 15.50 10' i 20' I�1 I 1 E 7.00 MHW EL 1.8 ,� qo' 37, MTLEL -0.6 Y MLW EL-2.9 w z ❑ m 20 20 10 10 ao zZ f 0 w 0 LL Z O Q w -10 w -10 -20 20 BASE BID FIL @-14 CY/FT ADD ALT#2 FI L@-48 CY/FT EL 15.50 36' �I I 20' 7 EL 7.00 57 MHW EL 1.8 MTL EL -0.6 _ MLWEL-2.9 w z ❑ m 20 10 0 -10 B -20 F -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 647+00.00 651+00.00 655+00.00 LEGEND 20 10 zz f w o LL. O A W -10 z0 BASE BID FIL @-32 CY/FT ADD ALT#2 FI L@-100 CY/FT EL 15.50 10' i E 7.00 120' / MHW EL 1.8 MTL E 0 _ MLW EL-2. z m BASE BID FIL @-31 CY/FT ADD ALT#2 FI L@-98 CY/FT EL 15.50 10' .1 El 7.00 120' MHW EL 1.8 MTLEL-0. 20^ - _ MLW EL-2. w 0 m 20 20 10 10 zZ f 0 w 0 O Q W -10 w -10 20 -20- 20 20 10 10 zz f o w 0 LL O -,D w -16 -20 20 BASE BID FIL @-33 CY/FT ADD ALT#2 FI L@-102 CY/FT EL 15.50 10' i E 7.00 120' MHW EL 1.8 Y ' MTLEL-0.6 Y T f MLWEL-2.9 11 m BASE BID FIL @-36 CY/FT ADD ALT#2 FI L@-109 CY/FT EL 15.50 10' EL 7.00 120' 0 MHW EL 1.8 0 qo MTL EL -0.6 _ MLW EL-2.L0 11-11 w 0 m 20 20 10 10 zZ f 0 w 0 O Q W -10 w -10 -20 -20 20 20 10 10 zz f 0 w o LL O -,D w -1D -20 -20 BASE BID FIL @-26 CY/FT ADD ALT #2 FI L @ - 84 CY/FT EL 15.50 10' i zo• - EL .00 V MHW EL 1 8 20.r� 16, 17 MTLEL-0.6 •V MLWEL-2.9 z m BASE BID FIL @-24 CY/FT ADD ALT#2 FI L@-88 CY/FT EL 15.50 10' 20' EL 7.00 MHW EL 1.8 MTL EL-0.6 Y MLW EL-2.9 _ w 0 m 20 20 10 10 zZ f 0 w 0 O Q W -10 W -10 -20 -20 BASE BID FIL @-26 CY/FT ADD ALT #2 FI L @ - 71 CY/FT EL 15.50 10' i z0' E 7.00 1 MHW EL 1.8 0 qo 35' MLWEL-2.9 - z m 20 NOTES: -20 APPROXIMATE EXISTING 1. FOR ADDITIONAL INFORMATION GROUND SEE BEACH RENOURISHMENT TYPICAL SECTION ON SHEET C-300 PROPOSED 10 AND C-301. RENOURISHMENT 2. EXISTING GROUND SHOWN IS ® LIMITS OF FILL (BASE BID) BASED ON MAY 2021 SURVEY BY TI COASTAL AND REPRESENTS THE 0 APPROXIMATE CONDITIONS AT THE TIME OF THE SURVEY. LIMITS OF FILL (BID ALT 2) 3. TRANSITIONS IN DUNE CREST 10' o' 10, 20. -10 HEIGHT SHALL BE 0.5 FT VERTICAL OVER 100 FT HORIZONTAL. VERTICAL SCALE: 1"=10' 4. ADD ALTERNATE #2 FILL, NOTED 100 0' 100' 200 ON SECTIONS, IS A TOTAL FILL, INCLUDING BASE BID FILL. HORIZONTAL SCALE: 1"=100' -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 -500 -400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) ISSUED FOR BID lw a E o x x U E 0Pwl .z4 4 iq i U'n ^< o t � c IO `o E �•`�N'CARp��• P�20Q�FESS /�p ti9 SEAL 9�: i 23487 i tl NE�cP�?, 1,1 SEAL 20 o O 10 0 E 4$ -10 s x -20 = -500 '00 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 664+00.00 668+00.00 672+00.00 675+00.00 20 D 10 m z 1-- 0 Z O W -,9 20 BASE BID FIL @ - 32 CY/FT ADD ALT#2 F L@-69 CY/FT EL 15.50 _ 24' 1, 2u' I EL 7.00 MHW EL 1.8 20'1 MLW EL-2.9 -- z 0 m 20 20 10 10 m z H 0 W 0 Z O w ,0 w -10 20 20 BASE BID FIL @ - 27 CY/FT ADD ALT#2 FI L@-57 CY/FT EL 15.50 10' EL 8.00 E 7.00 _ _ 80' MHW EL IA MLW EL-2.9 - I z 0 m 20 20 10 10 m z H 0 W 0 Z O w -10 w -10 20 20 BASE BID FIL @ - 23 CY/FT ADD ALT#2 FI L@-49 CY/FT EL 15.50 10' I` I I I EL' 0'0 El-7.00 MHW EL,.8 20'1 MLW EL-2.9 z 0 m 20 20 10 10 m z H 0 W 0 Z O w -10 w -10 20 20 BASE BID FIL @ - 43 CY/FT ADD ALT#2 FI L@-44 CY/FT EL 15.50 56' 1 I 14, > 1 EL 7.0 MHW EL 1.8 - _ MLW EL-2.9 -- --------------- z 0 m D� ,0 z W x p m 0 N = \ O Q 4 m Z N V CVLLI Q LLI SH 0 fnLL0 on -10 z� Qo ,n 04 01.-06 J CC Ln a cc U w 2 Y p = N O 20 2 -500 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 g 4 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) v C 663+00.00 667+00.00 671+00.00 674+00.00 C 20 10 m O zZ 1-- w -10 B 20 1 2 3 4 5 6 665+00.00 669+00.00 673+00.00 676+00.00 PKisL�, BASE BID FIL @ - 36 CY/FT ADD ALT#2 FI L@-73 CY/FT EL 15.50 10' us -'1 20' 7.00 El MHWELI.8 60' 20'1 MLW EL-2.9 - w z ❑ m 20 20 10 10 m zZ H 0 W 0 Z O w -10 w -10 20 20 BASE BID FIL @ - 29 CY/FT ADD ALT #2 FI L @ - 61 CY/FT EL 15.50 10' 20' EL 8.00 1 EL 7.00 ' 60' - MHWELI.8 1 20' / MLW EL-2.9 w z m 20 20 10 10 m zZ H 0 W 0 Z O w -10 w -10 20 20 BASE BID FIL @ - 28 CY/FT ADD ALT#2 FI L@-42 CY/FT EL15.50 10' 9S EL 7.00 8.00 �E1L L MHWELI.8 52' MLW EL-2.9 w z ❑ m 20 20 10 10 m zZ H 0 W 0 Z O -m w -m zo zo BASE BID FIL @ -41 CY/FT ADD ALT#2 FIL@-41 CY/FT EL 15.50 EL700 32 I MHWELI.8 MLW EL-2.9 -- ------------ w z ❑ m 20 0 0 -10 20 e -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) 662+00.00 666+00.00 670+00.00 LEGEND 20 10 m 1-- A w 10 20 BASE BID FIL @ - 20 CY/FT ADD ALT#2 FI L@-53 CY/FT EL 15.50 11',' _ I I 120' El 7.00 J �- 60.0' MHW EL 1.8 20'1 M.EL-2. z 7 m BASE BID FIL @ -13 CY/FT ADD ALT#2 FI L@-46 CY/FT EL 15.50 20' EL .00 62 MHW EL 1.8 20'1 MLW EL -2. - w 0 a0 20 20 10 10 m z o w o O W -10 w -10 20 20 20 20 10 10 m z o w 0 z O w -10 w -10 20 20 BASE BID FIL @ - 26 CY/FT ADD ALT#2 FI L@-59 CY/FT EL 15.50 10' 120' EL 8.00 E T.00 _ 80' MHW EL,.B 20'1 MLW EL-2.9 Z 7 m BASE BID FIL @ - 31 CY/FT ADD ALT#2 FI L@-66 CY/FT EL 15.50 10' 120' El TOO 60' MHW EL 1.8 20'1 MLW EL-2.9 - - w 0 a0 20 20 10 10 m z o w 0 O i W -10 w -10 20 20 20 20 10 10 m z o w 0 zz O w -10 w -10 zo zo BASE BID FIL @ - 24 CY/FT ADD ALT#2 FI L@-55 CY/FT EL 15.50 10' I` 120' EL 8..06 E ].00 1 - 5]' MHW EL,.B 20'1 MLW EL-2.9 Z 7 m BASE BID FIL @ - 28 CY/FT ADD ALT #2 FI L @ - 61 CY/FT EL 15.50 10' 120, EL 8.00 E ].00 ` _ 11 MHWELI.8 2 11 MLW EL-2.9 w 0 a0 20 20 10 10 m z o w 0 O i W -10 w -10 20 20 @ - 33 CY/FT rlAIE L@-38 CY/FT EL 15.50 10' 75' EL 7.00 MHW EL 1.8' 48' MLW EL-2.9 Z 7 m 20 NOTES: -20 APPROXIMATE EXISTING 1. FOR ADDITIONAL INFORMATION GROUND SEE BEACH RENOURISHMENT TYPICAL SECTION ON SHEET C-300 PROPOSED 10 AND C-301. RENOURISHMENT 2. EXISTING GROUND SHOWN IS ® LIMITS OF FILL (BASE BID) BASED ON MAY 2021 SURVEY BY TI COASTAL AND REPRESENTS THE 0 APPROXIMATE CONDITIONS AT THE TIME OF THE SURVEY. LIMITS OF FILL (BID ALT 2) 3. TRANSITIONS IN DUNE CREST 10' 0' 10, 20. -10 HEIGHT SHALL BE 0.5 FT VERTICAL OVER 100 FT HORIZONTAL. VERTICAL SCALE: 1"=10' 4. ADD ALTERNATE #2 FILL, NOTED goo' o' goo' 200 ON SECTIONS, IS A TOTAL FILL, INCLUDING BASE BID FILL. HORIZONTAL SCALE: 1"=100' -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 -500 400 -300 -200 -100 0 100 DISTANCE (FEET) DISTANCE (FEET) DISTANCE (FEET) ISSUED FOR BID a m 2 U U _ E > _ BE E LLO E rcS jz iq t U'n o� ^< o t 2 `o E •••�N'CARp��• P•20Q�FESS /.9 SEAL �p ti 1 9�: i 23487 i tl NE�cP�?, SEAL 1 2 3 4 5 6 OpK ISL.j v0 E E �$ Q_ z 679+00.00 20 2t D D � 10 10 Z W p Ln N W Z N m = N m H pN �m w 0 0 p N H H Z N U N Q o CC V N LL p p W Z� N N a 06 W -10 -10 J 0CC W d U W 2 Y = p N O 2 -zo 20 a -500 400 -300 -200 -100 0 100 g DISTANCE (FEET) a N L` 678+00.00 L` N 20 20 s NOTES: y 10 1° 1. FOR ADDITIONAL INFORMATION SEE BEACH RENOURISHMENT o TYPICAL SECTION ON SHEET C-300 2 z--------- ILLAND C-301. Y I- 2. EXISTING GROUND SHOWN IS D: ° ° BASED ON MAY 2021 SURVEY BY TI LL z COASTAL AND REPRESENTS THE a F APPROXIMATE CONDITIONS AT g j THE TIME OF THE SURVEY. w -m -10 3. TRANSITIONS IN DUNE CREST N HEIGHT SHALL BE 0.5 FT VERTICAL N OVER 100 FT HORIZONTAL. 4. ADD ALTERNATE #2 FILL, NOTED B 0,- 20 -20 B F -� & tjg .s90 ago -ago -299 -199 0 100 ON SECTIONS, IS A TOTAL FILL, 4 INCLUDING BASE BID FILL. N DISTANCE (FEET) U 677+00.00 LEGEND 20 20 APPROXIMATE EXISTING GROUND m PROPOSED 10 10 RENOURISHMENT E N a^p C o LIMITS OF FILL (BASE BID) z 1MO w 0 0 ,1pq O" N z LIMITS OF FILL (BID ALT 2) oe�NEssRo�ti o a 1a o' 10' zo' : a'zoF oti v o w 1 u SEAL i 23487 i /{ U A w -10 -10 VERTICAL SCALE: 1"=10' 100, 0' 100, 200' 1111n U SEAL �I HORIZONTAL SCALE: 1"=100' -20 -2. -500 -400 .300 .200 -100 0 100Sheet Reference No. o DISTANCE (FEET) ISSUED FOR BID ISSUED:2021-07-08 C-S22 NOT TO BE USED FOR CONSTRUCTION INDEX: 60 OF 62 1 2 3 4 5 6 BASE BID FIL @- iCV/FT ADD ALT #2 FI L @ - 1 CV/FT EL 7.00 MHW EL 1.8 ___,___ i MLW EL-2.9 w m BASE BID FIL @-7CV/FT ADD ALT #2 FI L@-7CV/FT EL 7.00 _ n0� MHW EL I.B MLW EL-2. z 0 m BASE BID FIL @-27 CV/FT ADD ALT #2 FI L@-27 CV/FT 7T L 7.00 I� MHW EL I.B - - - - MLW EL-2. - 0 m a � o o � U E rc� �z� �q L � c `o `o E 1 2 3 4 5 6 OpK ISL.j v0 E N 10'-01, E o$ ® B EMERGENCY VEHICLE ACCESS 4 LANDWARD TOE OF DUNE _ — s — — x 60 N 5:1 5:1 w Q Ifl IIf o A� 5:1 5:1 J A D D z TOP OF DUNE, w J EL VARIES Lu y cli N H W O w � R a � w p N N Z O O DUNE TOE EL 7.0 ¢ H w U Z Z -'j J 4:1 4:1 CC W �a N z e N N O O 2 a a h h C B CW. PLAN \ 0 i 10'-0" TOP OF DUNE, o EL VARIESze 2 5:1 5:1 o g SECTION A -A a M > 1 2 3 41 5 6 E E �$ S - i D D Z w = N In 0 N \ Z N L, N Lu J m H F- Z �F- p w a0 �a O O a cc Q i 0 e a 0 CC lw i y Y 2 Y a a M 0 Nwl B B 4 U m a 0 m 4 m t a c° OARO�"'. KI � SEAL N N o A A i 23487 _ = gINE?,.� U ei SEAL �I h 0 g ISSUED FOR BID ISSUED: 2021-07-08 NOT TO BE USED FOR CONSTRUCTION Sheet Reference No. C-601 INDEX: 62 OF 62 o � 1 2 3 4 5 6 BASELINE WORK POINT TABLE POINT# NORTHING FASTING ELEVATION W P 1 56703.51 2280795.33 15.00 WP2 56984.73 2279732.72 15.00 WP3 56994.51 2279686.79 15.00 WP4 57197.22 2278767.66 15.00 WP5 57330.75 2278225.85 15.00 WP6 57342.36 2278184.83 15.00 WP7 57448.26 2277788.50 7.00 WP8 57670.46 2276843.66 7.00 WP9 57895.60 2275864.82 7.00 WP10 58159.70 2274602.51 7.00 WP11 58319.64 2273901.64 14.50 WP12 58621.37 2272295.33 14.50 WP13 58666.34 2271922.27 14.00 WP14 58684.20 2271822.81 14.00 WP15 60747.69 2255366.29 14.00 WP16 60752.28 2255266.40 14.00 WP17 60760.12 2255095.32 14.00 WP18 60784.59 2254467.12 14.00 WP19 60798.86 2254100.78 14.00 WP20 60846.35 2253103.75 14.00 WP21 60850.18 2252068.28 14.00 WP22 60857.49 2251521.98 14.00 WP23 60868.00 2251272.67 14.00 WP24 60869.80 2250573.41 14.00 WP25 60866.12 2250473.40 14.00 WP26 60856.30 2249073.50 14.00 WP27 60858.81 2248973.55 14.00 WP28 60816.85 2248104.43 14.00 WP29 60754.97 2246677.11 14.00 WP30 60753.13 2246476.86 13.00 WP31 60749.82 2246114.85 13.00 WP32 60709.07 2245114.41 13.00 WP33 60694.18 2244057.96 13.00 WP34 60662.79 2243058.41 13.00 WP35 60652.06 2242119.14 13.00 WP36 60538.50 2240118.62 13.00 WP37 60521.90 2239881.22 13.00 WP38 60490.07 2239108.39 13.00 WP39 60441.38 2238304.65 14.50 WP40 60426.73 2238062.91 15.50 WP41 60340.88 2237132.95 15.50 WP42 60318.70 2236933.24 15.50 WP43 60301.60 2236732.27 15.50 WP44 60294.50 2236531.76 15.50 WP45 60271.39 2236330.54 15.50 WP46 60253.24 2236132.19 15.50 WP47 60224.94 2235930.64 15.50 WP48 60211.65 2235729.85 15.50 WP49 60183.37 2235528.40 15.50 WP50 60171.27 2235327.50 15.50 W P51 60183.41 2235131.65 15.50 WP52 60185.69 2234931.73 15.50 WP53 60220.21 2234533.32 15.50 WP54 60232.53 2234332.75 15.50 WP55 60234.98 2234265.06 15.50 WP56 60238.62 2234165.13 15.50 WP57 60322.30 2233911.92 7.00 BERM- SLOPE BREAK WORK POINT TABLE POINT# NORTHING FASTING ELEVATION ADD ALT #1 WPM 56672.69 2280791.70 7.00 WP101 56722.06 2280541.52 7.00 WP102 57261.37 2278310.95 7.00 WP103 57306.41 2278013.44 7.00 WP104 57621.76 2276657.08 7.00 WP105 57640.56 2276553.00 7.00 yyp106 57707.79 2276260.62 7.00 WP107 57998.38 2274995.26 7.00 WP108 58125.18 2274407.41 7.00 WP109 58139.69 2274308.15 7.00 WP110 58552.45 2272156.84 7.00 WPM 58638.56 2271918.84 7.00 BASE BID WP112 60260.57 2236534.30 7.00 WP113 60118.39 2235741.68 7.00 WP114 60091.94 2234924.75 7.00 WP115 60158.60 2234329.64 7.00 WP116 60203.32 2234163.81 7.00 ADD ALT #2 WP117 60497.92 2239882.21 7.00 WP118 60360.52 2239462.22 7.00 WP119 60049.55 2234718.83 7.00 WP120 60160.00 2234320.13 7.00 WP121 60203.32 2234163.82 7.00 r a s 0 U E om rc' �zN �q off°' a$ ^< o t U � c `o `o E