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Home My WebLink About20200622 Ver 1_SCNTBeach-95pct_PlansRev042020_20200508CONTRACT NO.: ISSUE DATE: of Engineers US Army Corps ® Wilmington District Approval Recommended: * Approved: * DATE DATE AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET. SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION CHIEF, ENGINEERING BRANCH SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152. DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE WILMINGTON DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION * THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS, CHIEF, DESIGN and GENERAL ENGINEERING SECTION COASTAL STORM RISK MANAGEMENT COVER SHEETG001 G001.dgnSURF CITY & NORTH TOPSAIL BEACH TOPSAIL ISLAND, NORTH CAROLINA SOLICITATION NO.: IFB No. W912PM-__-B-____ 02 APRIL 2020 95% DQC REVIEW PLANS FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020 DRAWING INDEXSCNTBCHINDEX.dgnG-001 SHEET NAME TITLE DRAWING INDEX SHEET NAME TITLE DRAWING INDEX FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020C-019 C-018 C-017 C-016 C-015 C-014 C-013 C-012 C-011 C-010 C-009 C-008 C-007 C-006 C-005 C-004 C-003 C-002 C-001 G-006 G-005 G-004 G-003 G-002 G-001 G-000 CROSS SECTIONS STA. 750+00 TO STA. 753+37.76 CROSS SECTIONS STA. 738+00 TO STA. 748+00 CROSS SECTIONS STA. 726+00 TO STA. 736+00 CROSS SECTIONS STA. 714+00 TO STA. 724+00 CROSS SECTIONS STA. 702+00 TO STA. 712+00 CROSS SECTIONS STA. 690+00 TO STA. 700+00 CROSS SECTIONS STA. 678+00 TO STA. 688+00 CROSS SECTIONS STA. 666+00 TO STA. 676+00 CROSS SECTIONS STA. 654+00 TO STA. 664+00 CROSS SECTIONS STA. 642+00 TO STA. 652+00 CROSS SECTIONS STA. 630+00 TO STA. 640+00 CROSS SECTIONS STA. 618+00 TO STA. 628+00 CROSS SECTIONS STA. 606+00 TO STA. 616+00 CROSS SECTIONS STA. 594+00 TO STA. 604+00 CROSS SECTIONS STA. 582+00 TO STA. 592+00 CROSS SECTIONS STA. 570+00 TO STA. 580+00 CROSS SECTIONS STA. 558+00 TO STA. 568+00 CROSS SECTIONS STA. 546+00 TO STA. 556+00 CROSS SECTIONS STA. 534+00 TO STA. 544+00 CROSS SECTIONS STA. 522+00 TO STA. 532+00 CROSS SECTIONS STA. 510+00 TO STA. 520+00 CROSS SECTIONS STA. 498+00 TO STA. 508+00 CROSS SECTIONS STA. 486+00 TO STA. 496+00 CROSS SECTIONS STA. 474+00 TO STA. 484+00 CROSS SECTIONS STA. 462+00 TO STA. 472+00 CROSS SECTIONS STA. 450+00 TO STA. 460+00 CROSS SECTIONS STA. 438+00 TO STA. 448+00 CROSS SECTIONS STA. 426+00 TO STA. 436+00 CROSS SECTIONS STA. 414+00 TO STA. 424+00 CROSS SECTIONS STA. 402+00 TO STA. 412+00 CROSS SECTIONS STA. 390+00 TO STA. 400+00 CROSS SECTIONS STA. 378+00 TO STA. 388+00 CROSS SECTIONS STA. 366+00 TO STA. 376+00 CROSS SECTIONS STA. 354+00 TO STA. 364+00 CROSS SECTIONS STA. 342+00 TO STA. 352+00 CROSS SECTIONS STA. 330+00 TO STA. 340+00 CROSS SECTIONS STA. 318+00 TO STA. 328+00 CROSS SECTIONS STA. 306+00 TO STA. 316+00 CROSS SECTIONS STA. 294+00 TO STA. 304+00 CROSS SECTIONS STA. 282+00 TO STA. 292+00 CROSS SECTIONS STA. 270+00 TO STA. 280+00 CROSS SECTIONS STA. 258+00 TO STA. 268+00 CROSS SECTIONS STA. 246+00 TO STA. 256+00 CROSS SECTIONS STA. 234+81.77 TO STA. 244+00 TYPICAL SECTIONS C-345 C-344 C-343 C-342 C-341 C-340 C-339 C-338 C-337 C-336 C-335 C-334 C-333 C-332 C-331 C-330 C-329 C-328 C-327 C-326 C-325 C-324 C-323 C-322 C-321 C-320 C-319 C-318 C-317 C-316 C-315 C-314 C-313 C-312 C-311 C-310 C-309 C-308 C-307 C-306 C-305 C-304 C-303 C-302 C-301 SITE PLAN BEACH ACCESS NO. 44 NEW BERN AVENUE SITE PLAN BEACH ACCESS NO. 43 GOLDSBORO AVENUE SITE PLAN BEACH ACCESS NO. 42 GREENSBORO AVENUE SITE PLAN BEACH ACCESS NO. 41 ROLAND / CENTRAL SITE PLAN BEACH ACCESS NO. 40 KINSTON AVENUE SITE PLAN BEACH ACCESS NO. 39 HIGH POINT AVENUE SITE PLAN BEACH ACCESS NO. 38 RALEIGH AVENUE SITE PLAN BEACH ACCESS NO. 37 DURHAM AVENUE SITE PLAN BEACH ACCESS NO. 36 CHARLOTTE AVENUE SITE PLAN BEACH ACCESS NO. 35 QUARTERHORSE AVENUE SITE PLAN BEACH ACCESS NO. 34 1140 S. SHORE DRIVE SITE PLAN BEACH ACCESS NO. 33 WINDWARD DRIVE SITE PLAN BEACH ACCESS NO. 32 OCEANAIRE ESTATES SITE PLAN BEACH ACCESS NO. 31 ELIZABETH STREET SITE PLAN BEACH ACCESS NO. 30 ROBERTS STREET SITE PLAN BEACH ACCESS NO. 29 PIRATES COVE C-416 C-415 C-414 C-413 C-412 C-411 C-410 C-409 C-408 C-407 C-406 C-405 C-404 C-403 C-402 C-401 GENERAL & LAYOUT PLAN STA. 731+25 TO 753+67.53 GENERAL & LAYOUT PLAN STA. 704+50 TO 731+25 GENERAL & LAYOUT PLAN STA. 677+50 TO 704+50 GENERAL & LAYOUT PLAN STA. 649+00 TO 677+50 GENERAL & LAYOUT PLAN STA. 620+50 TO 649+00 GENERAL & LAYOUT PLAN STA. 593+00 TO 620+50 GENERAL & LAYOUT PLAN STA. 565+00 TO 593+00 GENERAL & LAYOUT PLAN STA. 538+00 TO 565+00 GENERAL & LAYOUT PLAN STA. 510+00 TO 538+00 GENERAL & LAYOUT PLAN STA. 482+00 TO 510+00 GENERAL & LAYOUT PLAN STA. 453+50 TO 482+00 GENERAL & LAYOUT PLAN STA. 425+50 TO 453+50 GENERAL & LAYOUT PLAN STA. 397+50 TO 425+50 GENERAL & LAYOUT PLAN STA. 370+00 TO 397+50 GENERAL & LAYOUT PLAN STA. 342+00 TO 370+00 GENERAL & LAYOUT PLAN STA. 314+50 TO 342+00 GENERAL & LAYOUT PLAN STA. 288+00 TO 314+50 GENERAL & LAYOUT PLAN STA. 260+50 TO 288+00 GENERAL & LAYOUT PLAN STA. 234+81.77 TO 260+50 BORROW AREAS N, O, P BORROW AREA L BORROW AREAS G, H, J BORROW AREA A GENERAL MAP DRAWING INDEX COVER SHEET S-106 S-105 S-104 S-103 S-102 S-101 LP-101 C-455 C-454 C-453 C-452 C-451 C-450 C-449 C-448 C-447 C-446 C-445 C-444 C-443 C-442 C-441 C-440 C-439 C-438 C-437 C-436 C-435 C-434 C-433 C-432 C-431 C-430 C-429 C-428 C-427 C-426 C-425 C-424 C-423 C-422 C-421 C-420 C-419 C-418 C-417 TYPICAL WALKOVER STRUCTURE SECTION, & DETAILS TYPICAL WALKOVER STRUCTURE DETAILS & NOTES TYPICAL WALKOVER STRUCTURE PLAN, SECTION, & DETAILS LAYOUT PLAN BEACH ACCESS NO. 58 & 64-2 LAYOUT PLANS BEACH ACCESS NO. 45 LAYOUT PLANS BEACH ACCESS NO. 36 & 41 DUNE STABILZATION PLANS SITE PLAN BEACH ACCESS NO. 83 23RD AVENUE SITE PLAN BEACH ACCESS NO. 82 8TH AVENUE SITE PLAN BEACH ACCESS NO. 81 3RD AVENUE SITE PLAN BEACH ACCESS NO. 79 2ND AVENUE SITE PLAN BEACH ACCESS NO. 78 4TH AVENUE SITE PLAN BEACH ACCESS NO. 77 5TH AVENUE SITE PLAN BEACH ACCESS NO. 76 6TH AVENUE SITE PLAN BEACH ACCESS NO. 75 7TH AVENUE SITE PLAN BEACH ACCESS NO. 74 9TH AVENUE SITE PLAN BEACH ACCESS NO. 73 10TH AVENUE SITE PLAN BEACH ACCESS NO. 72 11TH AVENUE SITE PLAN BEACH ACCESS NO. 71 12TH AVENUE SITE PLAN BEACH ACCESS NO. 70 13TH AVENUE SITE PLAN BEACH ACCESS NO. 69 14TH AVENUE SITE PLAN BEACH ACCESS NO. 68 15TH AVENUE SITE PLAN BEACH ACCESS NO. 67 18TH AVENUE SITE PLAN BEACH ACCESS NO. 66 20TH AVENUE SITE PLAN BEACH ACCESS NO. 65 21ST AVENUE PROFILES EACH ACCESS NO. 64 OCBA #4 SITE PLAN BEACH ACCESS NO. 64 OCBA #4 SITE PLAN BEACH ACCESS NO. 63 CHESTNUT STREET SITE PLAN BEACH ACCESS NO. 62 GRAY STREET SITE PLAN BEACH ACCESS NO. 61 GREEN STREET SITE PLAN BEACH ACCESS NO. 60 REEVES STREET SITE PLAN BEACH ACCESS NO. 59 SEA SHORE DRIVE SITE PLAN BEACH ACCESS NO. 58 2111 N. SHORE DRIVE SITE PLAN BEACH ACCESS NO. 57 9TH STREET SITE PLAN BEACH ACCESS NO. 56 2001 N. SHORE DRIVE SITE PLAN BEACH ACCESS NO. 55 5TH STREET SITE PLAN BEACH ACCESS NO. 54 1719 N. SHORE DRIVE SITE PLAN BEACH ACCESS NO. 53 BROADWAY STREET SITE PLAN BEACH ACCESS NO. 52 PENDER AVENUE SITE PLAN BEACH ACCESS NO. 51 LENOIR AVENUE SITE PLAN BEACH ACCESS NO. 50 JONES AVENUE SITE PLAN BEACH ACCESS NO. 49 CRAVEN STREET SITE PLAN BEACH ACCESS NO. 48 MECKLENBURG AVENUE SITE PLAN BEACH ACCESS NO. 47 DOLPHIN STREET SITE PLAN BEACH ACCESS NO. 46 508 N. SHORE DRIVE SITE PLAN BEACH ACCESS NO. 45 WILMINGTON AVENUE 0 SCALE: 1" = 1000' 1000 2000500250PIERSURF CITY52 SURF CITY NORTH TOPSAIL BEACH +14.0' NAVD 88 25' DUNE +14.0' NAVD 88 25' DUNE 79 2 40 EMERGENCY VEHICLE BEACH ACCESS BEACH ACCESS WALKOVER STRUCTUREBEACH ACCESS WALKOVER STRUCTURE BEACH ACCESS LEGEND SCNTBeachGenPlan1.DGN+14.0' NAVD 88 25' DUNE LEGEND 26 GENERAL PLANGENERAL SITE PLAN GENERAL SITE PLAN N 24 0,000 E 2,425,000 N 24 5,00 0 E 2,430,000 N 25 0,00 0 E 2,435,000 E 2,440,000 E 2,445,000 N 26 0,00 0 N 26 5,00 0 N 27 0,00 0 N 25 5,00 0 E 2,450,000 E 2,455,000 E 2,460,000 E 2,465,000 PI 502+15.50PI 492+15.89PI 219+78.13PI 229+77.21PI 239+76.19PI 249+74.65PI 259+74.27PI 269+72.89PI 279+71.78PI 289+70.82PI 299+69.88PI 309+68.82PI 319+67.84PI 329+66.43PI 339+63.28PI 349+62.63PI 359+62.13PI 369+61.24PI 379+60.27PI 389+59.60PI 399+59.42PI 409+58.42PI 419+58.21PI 429+57.45PI 439+57.64PI 449+56.43PI 459+55.00PI 469+70.13PI 480+54.65 PI 522+13.62PI 532+13.76PI 542+12.42PI 552+11.35PI 562+50.23PI 572+72.23PI 582+70.78PI 593+05.20PI 603+07.20PI 613+45.86PI 623+45.27PI 633+56.00PI 643+55.29PI 653+53.08PI 663+52.92PI 673+59.28PI 683+58.23PI 693+51.77PI 703+50.83PI 713+49.88PI 723+83.72PI 733+82.10PI 743+81.09PI 753+79.99PI 763+79.06PI 773+78.20~~~ ~~~CBRA ZONECBRA ZONE S. Shore Dr N. Shore Dr N Shore Dr Island Dr N. Shore Dr Island Dr Island DrONSLOW CO.PENDER CO.26 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 4546 47 48 49 50 51 53 54 55 56 57 58 59 60 61 62 63 64 83 65 66 67 686970 71 7273 74 81 75 77 82 80 PI 512+14.85+14.0' NAVD 88 25' DUNE G-002 PUBLIC BEACH ACCESS LOCATIONS W/ NEW WALKOVER STRUCTURES PROJECT BASELINE DUNE STABILIZATION AREA BEACH FILL (DUNE AND BERM - AREA)220+00225+00230+00235+00240+00245+00250+00255+0 0260+00265+00270+00275+00280+00285+00290+00295+00300+00305+00310+00315+00320+00325+00330+00335+00340+00345+00350+00355+00360+00365+00370+00375+00380+00385+00390+00395+00400+00405+00410+00415+00420+00425+00430+00435+00440+00445+00450+00455+00460+00465+004 7 0 + 0 0 4 7 5 + 0 0 4 8 0 + 0 0 485+00490+00495+00500+00505+00510+00PI 219+78.13 PI 229+77.21 PI 239+76.19 PI 249+74.65 PI 259+74.27PI 269+72.89 PI 279+71.78 PI 289+70.82 PI 299+69.88 PI 309+68.82 PI 319+67.84 PI 329+66.43 PI 339+63.28 PI 349+62.63 PI 359+62.13 PI 369 +61.24 PI 379+60.27 PI 389+59.60 PI 399+59.42 PI 409+58.42 PI 419+58.21 PI 429+57.45 PI 439+57.64 PI 449+56.43 PI 459+55.00 PI 469+70.13 PI 480+54.65 PI 492+15.89 PI 502+15.50 PI 5 12 +14.85 PI 234+81.77 PI 267+75.76 PI286+49.58 PI302+17.07 PI 325+40.78 PI 346+29.42 PI 359+46.77 PI 397+19.55 PI 410+58.28 PI 419+80.89 PI 441+83.38 PI 459+24.71 PI 478+76.03 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020BERM CONSTRUCTION 300' BERM CONSTRUCTION 300' BERM CONSTRUCTION 300' BERM CONSTRUCTION 300' ATLANTIC OCEAN ATLANTIC OCEAN PI 316+00.00 BERM +6.0' NAVD 88 BERM +6.0' NAVD 88 BERM +6.0' NAVD 88 BERM +6.0' NAVD 88 PI 314+00.00 N78 ~ Surf City North Topsail ~ PI 341+00.00 (TYP.) ACCESS BEACH (TYP.) ACCESS BEACH PI 343+00.00 PI 509+00.00 PI 483+00.00 PI 454+00.00 PI 453 +00.00 PI 426+00.00PI 425+00.00 PI 398+00.00 PI 371+00.00 PI 369+00.00 PI 290+00.00 PI 260+00.00 PI 511+00.00 76 Southshore RD South Shore Dr -49 -47 -45 LEGEND - ELEVATION DEPTHS WIDTH VARIES 0 NAVD 88 BOTTOM EXISTING 5H:1V D G-003 NOT TO SCALE WIDTH VARIES DREDGING LIMITS WIDTH VARIES EXCAVATION LIMITS -52' NAVD 88 0 SCALE: 1"=1000' 1000 2000500 WIDTH VARIES DREDGING LIMITS NOT TO SCALEG-003 A 0 NAVD 88 EXCAVATION LIMITS WIDTH VARIES -52' NAVD 88 0 NAVD 88 EXCAVATION LIMITS -50' NAVD 88 DREDGING LIMITS WIDTH VARIES NOT TO SCALEG-003 B BOTTOM EXISTING 0 NAVD 88 -54' NAVD 88 DREDGING LIMITS WIDTH VARIES NOT TO SCALEG-003 C BOTTOM EXISTING EXCAVATION LIMITS WIDTH VARIES BORROW AREA A4 TYPICAL SECTION 5H:1V G- 0 0 3D 2 G-003B -51-5 1 -51 -51-50 -5 0 -50-50-50 -50-50 -49-49-49-49-49-49-49-4 9 -49-49-49-49 -49-49-49-49 -49- 4 9 -49-49-49-52-48-48-48- 4 8 -48-48-48-48 -48-48-48-4 8 -48-48-48-48-48 -48-48-48A4-13 -47-47-47 -47-47-47-47 -47-47-47-47-47-47-47-47 -47 -47-4 7 -47-47-47 C G -00 3 -46-46-46-46-46-46-46-46-46-46-46-46-46- 4 6 - 4 6 -46-46 -46-45-45-45-45-45-45-45-45 -45-45-45-45-45- 4 5 -45 -45-45-45-45-44-44-44-44-44-44-44- 4 4 -44-44-44-44-44-44 -44-4 4 -4 4-44- 4 4 -4 4-43-43 -43-43-4 3 -43-43-43-43 -43-43-43-43-43-43-43-43-43-43-43-43-43-43A2-7 A2-6 A2-8 A2-9 -42-42 -42-42-42-42-42-42 -42-42-42-41-41-41-41- 4 1 -40-40 TBVC-06-01 TBVC-06-02 TBVC-06-03 TBVC-06-04 TBVC-06-05 TBVC-06-06 TBVC-06-07 TBVC-06-08 TBVC-06-09 TBVC-06-10 TBVC-06-11 TBVC-06-12 TBVC-06-13 TBVC-06-14 TBVC-06-15 TBVC-06-16 TBVC-06-17 TBVC-06-18 TBVC-06-19 TBVC-06-20 TIA-V-10-A TIA-V-10-AATIA-V-10-AB TIA-V-10-AC TIA-V-10-AD TIA-V-10-AE TIA-V-10-AF TIA-V-10-AG TIA-V-10-AH TIA-V-10-AI TIA-V-10-AJ TIA-V-10-AK TIA-V-10-AL TIA-V-10-AM TIA-V-10-AN TIA-V-10-AO TIA-V-10-AP TIA-V-10-AQ TIA-V-10-ARTIA-V-10-AS TIA-V-10-AT TIA-V-10-AU TIA-V-10-AV TIA-V-10-AW TIA-V-10-AXTIA-V-10-AY TIA-V-10-AZ TIA-V-10-B TIA-V-10-BA TIA-V-10-BB TIA-V-10-BC TIA-V-10-BD TIA-V-10-BE TIA-V-10-BF TIA-V-10-BG TIA-V-10-BH TIA-V-10-BI TIA-V-10-BJ TIA-V-10-BK TIA-V-10-BL TIA-V-10-BM TIA-V-10-BN TIA-V-10-BO TIA-V-10-BPTIA-V-10-BQ TIA-V-10-BR TIA-V-10-BS TIA-V-10-BT TIA-V-10-BU TIA-V-10-BW TIA-V-10-BX TIA-V-10-BY TIA-V-10-BZTIA-V-10-BZ2 TIA-V-10-C TIA-V-10-CA TIA-V-10-CB TIA-V-10-CC TIA-V-10-CD TIA-V-10-CE TIA-V-10-CF TIA-V-10-CG TIA-V-10-CH TIA-V-10-CI TIA-V-10-CJ TIA-V-10-CK TIA-V-10-CL TIA-V-10-CM TIA-V-10-CN TIA-V-10-CO TIA-V-10-CP TIA-V-10-CQ TIA-V-10-CR TIA-V-10-CS TIA-V-10-CT TIA-V-10-CU TIA-V-10-CV TIA-V-10-CW TIA-V-10-CX TIA-V-10-CY TIA-V-10-D TIA-V-10-E TIA-V-10-F TIA-V-10-G TIA-V-10-H TIA-V-10-I TIA-V-10-J TIA-V-10-K TIA-V-10-L TIA-V-10-M TIA-V-10-N TIA-V-10-O TIA-V-10-P TIA-V-10-Q TIA-V-10-R TIA-V-10-S TIA-V-10-T TIA-V-10-U TIA-V-10-V TIA-V-10-W TIA-V-10-X TIA-V-10-Y TIA-V-10-Z LEGEND Borrow Area A Limits Vibracore TI-03-V-[ ] Piping Plover Area TI-03-V-216 TI-03-V-128 TI-03-V-131 TI-03-V-190 TI-03-V-194 TI-03-V-195 TI-03-V-201 TI-03-V-204 E 2,399,000 N 2 0 4 ,0 0 0 E 2,414,000 N 1 9 4 ,0 0 0 E 2,409,000 E 2,414,000 N 2 2 4,0 0 0 E 2,424,000 N 2 1 9,0 0 0 E 2,424,000 N 2 0 9 ,0 0 0 E 2,419,000 N 1 9 9 ,0 0 0 E 2,409,000 N 2 0 9 ,0 0 0 Bedrock High Beach Nourishment Area 3 Limits of Dredge Areas (A1, A2, A3, A4) PIPING PLOVER AREA ~ BORROW AREA A1 TYPICAL SECTION 5H:1V BOTTOM EXISTING 5H:1V 5H:1V BORROW AREA A2 TYPICAL SECTION 5H:1V 5H:1V BORROW AREA A3 TYPICAL SECTION 5H:1V I NLETNEW TOPSAI L THREE M I LE LI NETH R EE M ILE L IN E BUREAU OF OCEAN ENERGY MANAGEMENT (BOEM). PERMITS AND LEASES FROM THE OBTAINMENT OF THE REQUIRED ENVIRONMENTAL CONTRACT OPTIONS TO BE EXCERSIZED UPON THE OUTSIDE OF THE THREE MINE LINE ARE CONSIDERED ALL BORROW AREA DREDGE SECTIONS THAT ARE NOTE: B A N K S C H A N N E L SCALE: 1" = 1000' 1000 20001000 SCALE IN FEET 0 B E D R O C K H I G H TI-03-V-127 NArea A1 Area A2 Area A3 Area A4 2,768,000 4,888,000 2,441,000 4,347,000 A4 A3 A2 A1 BORROW VOLUMES (CY) APPROXIMATE -54 -52 BORROW AREA A1 BORROW AREA A2 BORROW AREA A3 BORROW AREA A4 BORROW AREA A A1-1 A1-2 A1-5 A1-8 A1-9 A2-1 A2-2 A2-3 A2-4 A2-5 A3-7 A3-6 A3-5 A3-4 A3-3 A3-9 A3-1 A4-6 A4-4 A4-3 A4-1 A4-17 A3-2 11 12 10 9 7 6 4 13 14 15 5 15 205853.3643 2417302.1699 14 206447.0397 2414620.6881 13 203437.8231 2411960.1138 12 208718.8759 2404405.0305 11 205772.0683 2399882.8016 10 203022.1334 2398559.4676 9 200787.0348 2399676.4187 8 202569.9886 2403432.4504 7 203033.9530 2406513.1683 6 199923.8373 2407594.9956 5 198040.8727 2409878.7797 4 198900.7662 2411918.0881 3 198624.0355 2415098.7878 2 199923.2891 2416062.2341 1 201159.6756 2417570.2371 PI NO. NORTHING EASTING ALIMITS DREDGING LIMITS DREDGING LIMITS DREDGING LIMITS DREDGINGG-003T op sail B each A T L A N T IC O C E A N A4-2 A4-5 A4-8A4-9 A4-11 A4-12 A4-14 A4-15 A4-16 A4-7A4-10 A4-17 201597.5137 2414049.0362 A4-16 204211.0191 2414023.6805 A4-15 204209.6255 2415059.6993 A4-14 201186.5054 2415042.6834 A4-13 201075.9805 2415309.8869 A4-12 201159.6756 2417570.2371 A4-11 201893.1214 2417528.3001 A4-10 203062.1962 2416579.6840 A4-9 203560.2212 2416492.0610 A4-8 204519.6922 2417122.6079 A4-7 204564.5111 2417378.2097 A4-6 205853.3643 2417302.1699 A4-5 205932.7052 2414537.2686 A4-4 205265.8524 2413576.3065 A4-3 204224.1240 2412655.2708 A4-2 203022.1296 2412334.9105 A4-1 202341.0033 2412214.8234 PI NO. NORTHING EASTING A3-8 A3-9 200075.3162 2412426.0282 A3-8 206268.9095 2406575.1887 A3-7 206017.7285 2406198.4171 A3-6 205535.4573 2405802.3031 A3-5 204715.6557 2406055.8905 A3-4 202759.0184 2408656.5723 A3-3 201067.5737 2407197.1566 A3-2 199923.8373 2407594.9956 A3-1 198040.8727 2409878.7797 PI NO. NORTHING EASTING A2-10 205535.4535 2405802.2553 A2-9 206003.0574 2406176.4106 A2-8 206292.4844 2405134.4734 A2-7 206697.6823 2404845.0464 A2-6 207334.4217 2404729.2756 A2-5 207595.5868 2405033.9682 A2-4 208055.2704 2404353.3364 A2-3 206877.8914 2403349.0891 A2-2 202879.9095 2404105.5539 A2-1 203033.9530 2406513.1683 PI NO. NORTHING EASTING A1-3 A1-4 A1-6 A1-7 A1-10 A1-11 A1-11 204077.1647 2401388.6054 A1-10 205719.9369 2400524.7176 A1-9 203022.1334 2398559.4676 A1-8 201937.3135 2399413.7558 A1-7 201820.1352 2400321.4013 A1-6 201713.0848 2400899.1650 A1-5 201962.0783 2402112.1171 A1-4 202556.8122 2403344.9362 A1-3 202572.9288 2403451.9501 A1-2 202879.9095 2404105.5539 A1-1 205320.1447 2403643.8329 PI NO. NORTHING EASTING 1 TBCHG-003.dgnBORROW AREA AG-003 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. 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OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020NLEGEND Vibracore TI-03-V-[ ]BORROW AREAS G, H, JJ G H SC11-V-132 SC11-V-133 SC11-V-134 SC11-V-135 SC11-V-136 SC11-V-137 SC11-V-138 SC11-V-139 SC11-V-140 SC11-V-141 SC11-V-142 SC11-V-143 SC11-V-144 SC11-V-146 SC11-V-147 SC11-V-148 SC11-V-149 SC11-V-150 SC11-V-151 SC11-V-152 SC11-V-153 SC11-V-154 SC11-V-155 SC11-V-156 SC11-V-157 SC11-V-158 SC11-V-159 SC11-V-161 SC11-V-162 SC11-V-163 SC11-V-164 SC11-V-165 SC11-V-166 SC11-V-167 SC11-V-169 SC11-V-170 SC11-V-171 SC11-V-172 SC11-V-173 SC11-V-174 SC11-V-175 SC11-V-176 SC11-V-177 SC11-V-178 SC11-V-179 SC11-V-180 SC11-V-181 SC11-V-182 SC11-V-183 SC11-V-184 SC11-V-185 SC11-V-186 SC11-V-187 SC11-V-188 SC11-V-189 SC11-V-190 SC11-V-191 SC11-V-192 SC11-V-193 SC11-V-194 SC11-V-195 SC11-V-196 SC11-V-197 SC11-V-198 SC11-V-199 SC11-V-200 SC11-V-201 SC11-V-202 SC11-V-203 SC11-V-204 SC11-V-205 SC11-V-206 SC11-V-207 SC11-V-208 SC11-V-209 SC11-V-210 SC11-V-211 SC11-V-212 SC11-V-213 SC11-V-214 TI-03-V-101 TI-03-V-103 TI-03-V-254 TI-03-V-256 TI-03-V-257 TI-03-V-258 TI-03-V-260 TI-03-V-270A TI-03-V-273 TI-03-V-275 TI-03-V-283 TI-03-V-286 TI-03-V-98 TI-03-V-99 Borrow Area Limits Hard Bottom Area Unsuitable Area Hard Bottom Buffer Area Surf Cit yTops ail Beach50THREE MILE LINETHREE MILE LINE-53.0 -54.0 -58.0 -52.0 -56.0 -56.0 -54.0 -55.0 -54.0 -56.0 -53.0 -51.0 -51.0 -50.0 -66.0 -56.0 -48.0 -48.0 -52.0-50.0 -50.0 -52.0 -50.0 -48.0 -50.0 -48.0 -48.0 -48.00'-52.00'-50.00'-48.00'G-004TOWN LIMITSTo psail BeachATLA NTIC OCEANSurf CityCONTRACT OPTIONS. BORROW AREAS G, H, J ARE CONSIDERED AS OCEAN ENERGY MANAGEMENT (BOEM). 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-47.1 -47.1 -47.1 -47.0 -47.0 -47.0 -47.0 -47.0 -47.0 -47.0 -47.0 -46.9 -46.9 -46.9 -46.9 -46.9 -46.9 -46.9 -46.9 -46.9 -46.8 -46.8 -46.8 -46.8 -46.8 -46.7 -46.7 -46.7 -46.7 -46.7 -46.7 -46.7 -46.7 -46.6 -46.6 -46.6 -46.6 -46.6 -46.6 -46.6 -46.6 -46.6 -46.6 -46.6 -46.6 -46.6 -46.6 -46.6 -46.5 -46.5 -46.5 -46.5 -46.5 -46.5 -46.5 -46.4 -46.4 -46.4 -46.4 -46.4 -46.4 -46.4 -46.4 -46.4 -46.3 -46.3 -46.3 -46.3 -46.3 -46.3 -46.3 -46.3 -46.3 -46.3 -46.3 -46.3 -46.3 -46.3 -46.3 -46.3 -46.2 -46.2 -46.2 -46.2 -46.2 -46.2 -46.2 -46.1 -46.1 -46.1 -46.1 -46.1 -46.1 -46.1 -46.1 -46.1 -46.1 -46.1 -46.1 -46.1 -46.1 -46.1 -46.0 -46.0 -46.0 -46.0 -46-4 6-46-46-46 -4 6-46-46-46-46-46-46 -46 -46.0 -46.0 -46.0 -46.0 -46.0 -46.0 -46.0 -46.0 -46.0 -46.0 -46.0 -46.0 -45.9 -45.9 -45.9 -45.9 -45.9 -45.9 -45.9 -45.9 -45.9 -45.9 -45.9 -45.9 -45.9 -45.9 -45.9 -45.9 -45.9 -45.8 -45.8 -45.8 -45.8 -45.8 -45.8 -45.8 -45.8 -45.8 -45.8 -45.8 -45.8 -45.8 -45.8 -45.8 -45.8 -45.8 -45.8 -45.7 -45.7 -45.7 -45.6 -45.6 -45.6 -45.6 -45.6 -45.6 -45.6 -45.6 -45.5 -45.5 -45.5 -45.5 -45.5 -45.4 -45.4 -45.4 -45.4 -45.4 -45.4 -45.4 -45.3 -45.3 -45.3 -45.3 -45.3 -45.3 -45.3 -45.3 -45.3 -45.3 -45.3 -45.3 -45.3 -45.2 -45.2 -45.2 -45.2 -45.2 -45.2 -45.2 -45.2 -45.2 -45.2 -45.2 -45.2 -45.1 -45.1 -45.1 -45.1 -45.1 -45.1 -45.1 -45.1 -45.1 -45.1 -45.0 -45.0 TI-03-V-350 -45.0 -45.0 -45.0 -45.0 -44.9 -44.9 -44.9 -44.9 -44.9 -44.9 -44.9 -44.9 -44.9 -44.8 -44.8 -44.8 -44.8 -44.8 -44.8 -44.8 -44.7 -44.7 -44.7 -44.7 -44.7 -44.7 -44.7 -44.6 -44.6 TI-03-V-340 -44.6 -44.6 -44.6 -44.6 -44.5 -44.5 -44.5 -44.5 -44.5 TI-03-V-347 -44.5 -44.5 -44.5 -44.5 -44.5 -44.4 -44.4 -44.4 -44.4 -44.4 -44.4 -44.4 -44.3 -44.3 -44.3 -44.3 -44.3 -44.3 -44.3 -44.3 -44.3 -44.3 -44.3 -44.3 -44.2 -44.2 -44.1 -44.1 -44.1 -44.1 -44.1 -44.1 -44.1 -44.1 -44.1 -44.0 -44.0 -43.9 -43.9 -43.9 -43.9 -43.9 -43.9 -43.9 -43.8 -43.8 -43.8 -43.8 -43.8 -43.7 -43.7 -43.7 -43.7 -43.7 -43.7 -43.6 -43.6 -43.6 -43.6 -43.5 -43.5 -43.5 -43.5 -43.5 -43.5 -43.5 -43.4 -43.4 -43.4 -43.4 -43.4 -43.3 -43.3 -43.3 -43.2 -43.2 -43.2 -43.2 -43.2 -43.1 -43.1 -43.0 -43.0 -43.0 -42.9 -42.9 -42.9 -42.8 -42.9 -42.8 -42.8 -42.8 -42.8 -42.7 -42.7 -42.6 -42.5 -42.5 -42.4 -42.2 -42.2 -42.2 -42.2 -42.1 -42.1 -42.0 -42.0 -42.0 -42.0 -41.9 -41.9 -41.8 -41.8 -41.8 -41.7 -41.7 -41.6 -41.5 -41.4 -41.2 -41.0 -40.8 -40.7 -40.7 -40.7 -40.6 -40.5 -40.5 -40.5 -40.3 -40.2 -40.2 -40.0 -39.8 -39.8 -39.8 -39.8 -39.7 -39.7 -39.7 -39.6 -39.6 -39.6 -39.6 -39.5 -39.4 -39.4 -39.4 -39.3 -39.3 -39.3 -39.2 -39.2 -39.2 -39.1 -39.1 -39.1 -39.1 -39.1 -39.0 -39.0 -39.0 -38.8 -38.8 -38.7 -38.7 -38.7 -38.7 -38.6 -38.6 -38.6 -38.5 -38.4 -38.2 -38.2 -38.1 -38.1 -38.1 -38.0 -37.8 -37.7 -37.6 -37.5 -37.5 -37.3 -37.2 -36.9 -36.5 -36.5 -36.4 -36.1 -36.1 -35.5 -35.3 SCNTBorrow L.DGNFILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020LEGEND BORROW AREA LL SC11-V-100 SC11-V-101 SC11-V-102 SC11-V-103 SC11-V-104 SC11-V-105 SC11-V-106 SC11-V-107 SC11-V-108 SC11-V-109 SC11-V-110 SC11-V-111 SC11-V-112 SC11-V-113 SC11-V-114 SC11-V-115 SC11-V-116 SC11-V-117 SC11-V-118 SC11-V-119 SC11-V-120 SC11-V-121 SC11-V-122 SC11-V-123 SC11-V-124 SC11-V-125 SC11-V-126 SC11-V-129 SC11-V-130 SC11-V-131 SC11-V-68 SC11-V-69 SC11-V-70 SC11-V-71 SC11-V-72 SC11-V-73 SC11-V-74 SC11-V-75 SC11-V-76 SC11-V-77 SC11-V-78 SC11-V-79 SC11-V-80 SC11-V-81 SC11-V-82 SC11-V-83 SC11-V-84 SC11-V-85 SC11-V-86 SC11-V-87 SC11-V-88 SC11-V-89 SC11-V-90 SC11-V-91 SC11-V-92 SC11-V-93 SC11-V-94 SC11-V-95 SC11-V-96 SC11-V-97 SC11-V-98 SC11-V-99 TI-03-V-341 TI-03-V-342 TI-03-V-343 TI-03-V-344 TI-03-V-345 TI-03-V-346 TI-03-V-351 TI-03-V-89 TI-03-V-90 TI-03-V-91 TI-03-V-93 TI-03-V-95 TI-03-V-96 NVibracore TI-03-V-[ ] Borrow Area Limits Hard Bottom Area Unsuitable Area Hard Bottom Buffer AreaB E D R O C K H IG H8 ONSLOW COUNTYPENDER COUNTYSURF CITYNORTH TOPSAIL BEACHTHREE MILE LINETHREE MILE LINE5050-50.0 -60.0 -51.0 -55.0 -50.0 -46.0 -50.0 -54.0 -49.0 -50.0 -47.0 -54.0 -48.0 -47.0 -48.0 -48.0-50.00'-48.00'-46.00'-44.00'G-005 BORROW AREA L IS CONSIDERED A CONTRACT OPTION. OCEAN ENERGY MANAGEMENT (BOEM). PERMITS AND LEASES FROM THE BUREAU OF OBTAINMENT OF THE REQUIRED ENVIRONMENTAL CONTRACT OPTIONS TO BE EXCERSIZED UPON THE OUTSIDE OF THE THREE MINE LINE ARE CONSIDERED ALL BORROW AREA DREDGE SECTIONS THAT ARE NOTE: 7.0 10.1 14.5 15.8 15.9 TYPICAL SECTION BORROW AREA LIMITS NOT TO SCALE SEE SITE PLAN DEPTH VARIES WIDTH VARIES3H:1V3H:1VBORROW AREA LIMITS VARIESBOTTOM EXISTING L AREA L AREA BORROW VOLUMES (CY) APPROXIMATE SEE SITE PLAN DEPTH (FT. NAVD88) VARIES (1) - BORROW AREA LIMITS 3,544,870 (1) TO DEPTH NAVD88 0 24001200 SCALE: 1" = 1200' 600 SC11-V-15 -48.8 -47.7 -47.6 -47.5 -47.4 -47.4 -47.4 -47.3 -47.3 -47.3 -47.3 -47.2 -47.2 -47.2 -47.1 -47.1 -47.1 -47.1 -47.1 -47.0 TI-03-V-336 TI-03-V-81 TI-03-V-336 -47.0 -46.9 -46.9 -46.9 -46.9 -46.9 -46.8 -46.8 -46.8 -46.8 -46.8 -46.7 -46.7 -46.7 -46.7 -46.7 -46.7 -46.6 -46.6 -46.6 -46.6 -46.6 -46.6 -46.6 -46.6 -46.5 -46.5 -46.5 -46.5 -46.5 -46.5 -46.5 -46.5 -46.4 -46.4 -46.4 -46.4 -46.4 -46.4 -46.4 -46.4 -46.4 -46.3 -46.3 -46.3 -46.3 -46.3 -46.3 -46.3 -46.3 -46.3 -46.2 -46.2 -46.2 -46.2 -46.1 -46.1 -46.1 -46.1 -46.1 -46.1 -46.1 -46.0 -46.0 TI-03-V-337 -46.0 -46.0 -46.0 -46.0 -46.0 -46.0 -45.9 -45.9 -45.9 -45.9 -45.9 -45.8 -45.8 -45.7 -45.7 -45.6 -45.5 -45.5 -45.5 -45.4 -45.4 -45.3 -45.3 -45.3 -45.3 -45.3 -45.2 -45.2 -45.2 -45.2 -45.1 -45.1 -45.0 -44.9 -44.8 -44.8 -44.8 -44.7 -44.6 -44.5 -44.5 -44.5 -44.5 -44.4 -44.4 -44.4 -44.4 -44.4 -44.3 -44.3 -44.3 -44.3 -44.3 -44.3 -44.2 -44.2 -44.2 -44.1 -44.0 -44.0 -43.9 -43.9 -43.9 -43.9 -43.8 -43.8 -43.8 -43.8 -43.8 -43.8 -43.8 -43.7 -43.7 -43.7 -43.7 -43.7 -43.7 -43.6 -43.6 -43.6 -43.6 -43.6 -43.6 -43.6 -43.6 -43.5 -43.5 -43.5 -43.4 -43.4 -43.4 -43.4 -43.4 -43.4 -43.4 -43.2 -43.2 -43.2 -43.2 -43.2 -43.2 -43.1 -43.1 -43.0 -43.0 -43.0 -43.0 -42.9 -42.9 -42.9 -42.9 -42.9 -42.9 -42.8 -42.8 -42.8 -42.8 -42.7 -42.7 -42.7 -42.7 -42.6 -42.6 TI-03-V-318 -42.5 -42.5 -42.3 -42.3 -42.2 -42.2 -42.2 -42.2 -42.2 -42.2 -42.1 TI-03-V-321 -42.1 -42.1 -41.9 -41.9 -41.9 -41.8 -41.8 -41.8 -41.7 -41.7 -41.6 -41.6 -41.5 -41.5 -41.4 -41.3 TI-03-V-319 -41.2 -41.2 -41.1 -41.1 -41.1 -41.0 -41.0 -41.0 -41.0 -40.9 -40.9 -40.8 -40.8 -40.7 -40.7 -40.6 -40.6 -40.5 -40.5 -40.5 -40.5 -40.4 -40.3 -40.2 -40.2 -40.2 -40.2 -40.2 -40.2 -40.0 NOT TO SCALE WIDTH VARIES BOTTOM EXISTING VARIES 3H:1V3H:1VSEE SITE PLAN DEPTH VARIES BORROW AREA LIMITS TYPICAL SECTION BORROW AREA LIMITS -40.0 -40.0 -40.0 -39.9 -39.9 -39.8 -39.8 -39.8 -39.8 -39.8 -39.7 -39.7 -39.6 -39.6 -39.6 -39.5 -39.5 -39.5 -39.5 -39.5 -39.4 -39.4 -39.4 -39.3 -39.3 -39.3 -39.3 -39.2 -39.1 -39.1 -39.1 -39.0 -39.0 -39.0 -39.0 -39.0 -38.9 -38.9 -38.8 -38.8 -38.8 -38.7 -38.7 -38.7 -38.7 -38.6 -38.6 -38.6 -38.5 -38.4 -38.2 -38.2 -38.2 -38.1 -37.9 -37.5 -37.5 -37.4 -37.3 -37.2 -36.9 -36.5 (CONSTRUCTION ACCESS)BEACH ACCESSEMERGENCY VEHICLE 34 0' 340'25'FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020NO P TI-03-V-327 SC11-V-1 SC11-V-10 SC11-V-11 SC11-V-12 SC11-V-13 SC11-V-14 SC11-V-16 SC11-V-17 SC11-V-18 SC11-V-19 SC11-V-20 SC11-V-21 SC11-V-22 SC11-V-23 SC11-V-24 SC11-V-25 SC11-V-26 SC11-V-27 SC11-V-28 SC11-V-29 SC11-V-3 SC11-V-30 SC11-V-31 SC11-V-32 SC11-V-33 SC11-V-34 SC11-V-35 SC11-V-36 SC11-V-37 SC11-V-38 SC11-V-39 SC11-V-4 SC11-V-40 SC11-V-41 SC11-V-42 SC11-V-43 SC11-V-44 SC11-V-45 SC11-V-46 SC11-V-47 SC11-V-48 SC11-V-49 SC11-V-5 SC11-V-50 SC11-V-51 SC11-V-52 SC11-V-53 SC11-V-54 SC11-V-55 SC11-V-56 SC11-V-57 SC11-V-58 SC11-V-59 SC11-V-6 SC11-V-60 SC11-V-61 SC11-V-62 SC11-V-63 SC11-V-64 SC11-V-65 SC11-V-66 SC11-V-67 SC11-V-7 SC11-V-8 SC11-V-9 TI-03-V-316 TI-03-V-317 TI-03-V-320 TI-03-V-322 TI-03-V-323 TI-03-V-324 TI-03-V-325 TI-03-V-326 TI-03-V-82 TI-03-V-83B TI-03-V-85 S R N B E D R O C K H IG HCBRA ZONECBRA ZONECBRA ZONE 340' 340'10H:1V 10H:1V 10H:1V 10H:1V 10H:1V10H:1V 10 H:1V 10 H:1V 10H:1V 10 H:1V 25' 25' 25' 25' 25'25' 25' 2 5' 25' 2 5' 25'BERM +6.0' NAVD 88 BERM +6.0' NAVD 88 BERM +6.0' NAVD 88 BERM +6.0' NAVD 88 BERM +6.0' NAVD 88 BERM +6.0' NAVD 88 BERM +6.0' NAVD 88 B E D R O C K H I G HNorth Topsail BeachCBRA ZONETHREE MILE LINETHREE MILE LINE SC13-V-49 SC13-V-41 SC13-V-47 SC13-V-46 SC13-V-44 SC13-V-42 SC13-V-43 SC13-V-45 SC13-V-51 SC13-V-50 SC13-V-35 SC13-V-39 SC13-V-87 SC13-V-85 TI-03-V-160 TI-03-V-048 TI-03-V-047 TI-03-V-045 -57.0 -53.5 -56.0 -54.5 -52.0 -52.8 -49.8 -48.0 -51.0 -54.0 -52.0 -49.0 -52.0 -54.0 -56.0 -52.0 -46.0 -53.0 -47.0 -49.0 -54.0 -62.0 -54.0 -53.0 -52.0 -52.0 -49.0 -48.0 -45.0 SC11-V-2 -48.00'-46.00'-44.00'-42.00'-50.00'-48.00'-46.00'BORROW AREAS N, O, PG-006 CONTRACT OPTIONS. THAT ARE OUTSIDE OF THE THREE MILE LINES ARE CONSIDERED BORROW AREA N AND DREDGE SECTIONS OF BORROW AREAS OCEAN ENERGY MANAGEMENT (BOEM). PERMITS AND LEASES FROM THE BUREAU OF OBTAINMENT OF THE REQUIRED ENVIRONMENTAL CONTRACT OPTIONS TO BE EXCERSIZED UPON THE OUTSIDE OF THE THREE MINE LINE ARE CONSIDERED ALL BORROW AREA DREDGE SECTIONS THAT ARE NOTE:10H:1V 340' 340'340' 340'340'340'340' 340'10H:1V TOP OF DUNE +14.0' NAVD 88TOP OF DUNE +14.0' NAVD 88TOP OF DUNE +14.0' NAVD 88TOP OF DUNE +14.0' NAVD 88TOP OF DUNE +14.0' NAVD 88TOP OF DUNE +14.0' NAVD 88NAVD88 SC-13-V-3 SC-13-V-30 SC-13-V-20 SC-13-V-31 SC-13-V-2 SC-13-V-29 SC-13-V-19 SC-13-V-7 SC-13-V-21 SC-13-V-1 SC-13-V-8 SC-13-V-4 SC-13-V-18 SC-13-V-32 TI-03-V-69 TI-03-V-72 SC-13-V-22 SC-13-V-5 TI-03-V-79 SC-13-V-17 SC-13-V-27 SC-13-V-6 SC-13-V-12 SC-13-V-33 SC-13-V-23 TI-03-V-70 TI-03-V-78 SC-13-V-15 SC-13-V-25 SC-13-V-24 SC-13-V-14 SC-13-V-16 TI-03-V-73 SC-13-V-28 SC-13-V-13 SC-13-V-11 SC-13-V-34 SC-13-V-26 SC-13-V-9 TI-03-V-71 TI-03-V-77 TI-03-V-65 TI-03-V-89 TI-03-V-67 TI-03-V-63 TI-03-V-74 TI-03-V-66 TI-03-V-64 SC-13-V-10 TI-03-V-62 TI-03-V-68 TI-03-V-88TI-03-V-86 TI-03-V-76 TI-03-V-75 SCNTBorrows N,O.P.R.S.DGNLEGEND Vibracore TI-03-V-[ ] Borrow Area Limits Hard Bottom Area Unsuitable Area Hard Bottom Buffer Area TI-03-V-61 BORROW VOLUMES (CY) APPROXIMATE P O N AREA 3,414,390 7,010,310 2,547,080 (1) TO DEPTH (FT. NAVD88) VARIES SEE SITE PLAN (1) - BORROW AREA LIMITS DEPTH 200100 500 SCALE: 1" = 100' SC3 238673.4787 2426161.7177 SC2 238242.9995 2425714.7556 SC1 237670.5277 2425096.8518 146 237050.2835 2424442.8432 145 237099.1011 2424410.9495 144 237088.4485 2424399.2911 143 237036.7264 2424431.4792 142 236977.9356 2424382.1992 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES -10-10-1 0-10 -10-10 26 -5 -5 -5 -5 -5 -5 -5 -5 -5 SCNTBeachGenPlan.DGNMATCHLINE STA. 260+50 BASELINE PLATE C-002259+74.27 238768.9300 2426125.9400 249+74.65 238058.0700 2425423.1500 239+76.19 237369.8800 2424699.7400 229+77.21 236704.6400 2423954.4800 219+78.13 236040.7000 2423207.9200 STATION NORTHING EASTING BASELINE COORDINATES 5 EXISTING BEACH ACCESS LOCATIONS EXISTING PROJECT BASELINE LEGEND C-001N260+00.00 238676.9283 2426241.6801 234+81.77 236939.8592 2424418.4768 STATION NORTHING EASTING DUNE BASELINE COORDINATES RAMPS AND PUBLIC ACCESS WAYS. PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN SHALL INCLUDE A MOVEABLE SAFETY FENCE AT THESE LIMITS TO EXTEND FROM THE DUNE TO THE WATERS EDGE, CLOSURE OF ANY THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1000' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES 8. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS. DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL 7. THE CONTRACTOR SHALL CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY DUE TO CONSTRUCTION. PROTECT ALL EXISTING STRUCTURES ON THE BEACH, ACCESS RAMPS, SIGNAGE, FENCES, ETC., FROM DAMAGE 6. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL BE PLACED AT EACH BEACH ACCESS AS A MINIMUM BUT IN NO CASE SHALL THE DISTANCE BETWEEN RAMPS EXCEED 400 FEET. 5. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH PIPELINE ROUTE. SAND RAMPS SHALL VERTICAL DATUM IS NAVD 88. IMAGERY DATED FEBRUARY 2016. 4. EXISTING BEACH SURVEYS WAS CONDUCTED BY TI COASTAL IN JULY AND SEPTEMBER 2019. HORIZONTAL DATUM IS NAD 83 AND DURING PLACEMENT. 3. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT CONSTRUCTION BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT. PLACED AT THE TIME OF CONSTRUCTION. THE SEAWARD EDGE OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING 2. THE SEAWARD EDGE OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE AS NOTED BY THE TYPICAL SECTIONS AND/OR AS DIRECTED BY THE CONTRACTING OFFICER. POSSIBLE, TO POINT OF INTERSECTION WITH THE EXISTING GROUND AT ELEVATION 6.0' NAVD 88 EXCEPT AT LOCATIONS SHALL BE USED. THE CONTRACTOR SHALL EXTEND +6.0' NAVD 88 BERM CREST HORIZONTALLY LANDWARD, WHERE GROUND AT THE CONSTRUCTION EASEMENT LINE IS BELOW THE 14.0' NAVD 88, A 5H:1V LANDWARD BACKSLOPE EXISTING GROUND AT ELEVATION 14.0' NAVD 88 WITHIN THE CONSTRUCTION EASEMENT LINE. WHERE THE EXISTING 1. THE CONTRACTOR SHALL EXTEND THE 14.0' NAVD 88 DUNE CREST HORIZONTALLY LANDWARD TO TIE-IN WITH THE NOTES:STA. 234+81.77 TO 260+50 GENERAL & LAYOUT PLANHumphrey AveHispaniola LnBeachwood DrCrutchfield AveBeach Access235+00240+00245+00250+00255+00260+00PI 239+76.19 PI 249+74.65 PI 2 5 9 +7 4. 2 7N 237,500N 238,000N 238,500N 239,000E 2,424,000E 2,424,500E 2,425,000E 2,425,500SC1 SC2 SC3 145 146 142 BERM +6.0' NAVD 88 TOP OF DUNE +14.0'5H:1V300'25'25'BERM +6.0' NAVD 88 TOP OF DUNE +14.0'5H:1V300'25'25'SLOPE(ASSUMED15H:1VPI 234+81.77 0000000 00000000000 ELEV. +14.0 NAVD 88BEGIN DUNESTA 237+55.87 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECH3 LINESDRAWING TITLEJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TRANSITION STA 24300.00 10 10 10 10 10 10 10 10 10 DUNE BASELINE (LEFT EDGE) EXISTING PROPERTY LINE CONSTRUCTION EASEMENT LINE PL BEACH FILL DUNE PORTION (NEW WORK) BEACH FILL (NEW WORK) P I 26 0+ 0 0 .00 ELEV. +6.0 NAVD 88BEGIN BERMSTA 234+81.77 15 15 15 15 15 15 15 15 15 1 5151515143 144 2020202020 Southshore RD 200100 500 SCALE: 1" = 100' -10 -10 -10 -10 -10-10 29 -5 -5 -5 -5 -5 -5-5 -5 -5 SCNTBeachGenPlan2.DGNSTA. 260+50 TO 288+00GENERAL & LAYOUT PLANMATCHLINE STA. 288+00 DUNE BASELINE PLATE C-003MATCHLINE STA. 260+50 DUNE BASELINE PLATE C-001279+71.78 240118.6100 2427597.9200 269+72.89 239458.8200 2426847.9500 STATION NORTHING EASTING BASELINE COORDINATES 5 EXISTING BEACH ACCESS LOCATIONS EXISTING PROJECT BASELINE LEGEND C-002 RAMPS AND PUBLIC ACCESS WAYS. PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN SHALL INCLUDE A MOVEABLE SAFETY FENCE AT THESE LIMITS TO EXTEND FROM THE DUNE TO THE WATERS EDGE, CLOSURE OF ANY THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1000' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES 8. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS. DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL 7. THE CONTRACTOR SHALL CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY NOTES CONTINUED: 286+49.58 240459.0069 2428202.0001 267+75.76 239212.0489 2426803.3351 STATION NORTHING EASTING DUNE BASELINE COORDINATES SC10 240089.2622 2427716.5003 SC9 240069.0074 2427693.5562 SC8 240141.2371 2427638.1949 SC7 240108.8777 2427598.6947 SC6 240038.2595 2427658.7259 SC5 239585.1058 2427145.4067 SC4 239003.7090 2426503.2450 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES DUE TO CONSTRUCTION. PROTECT ALL EXISTING STRUCTURES ON THE BEACH, ACCESS RAMPS, SIGNAGE, FENCES, ETC., FROM DAMAGE 6. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL BE PLACED AT EACH BEACH ACCESS AS A MINIMUM BUT IN NO CASE SHALL THE DISTANCE BETWEEN RAMPS EXCEED 400 FEET. 5 THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH PIPELINE ROUTE. SAND RAMPS SHALL AND VERTICAL DATUM IS NAVD 88. IMAGERY DATED FEBRUARY 2016 4. EXISTING BEACH SURVEYS WAS CONDUCTED BY TI COASTAL IN JULY AND SEPTEMBER 2019. HORIZONTAL DATUM IS NAD 83 DURING PLACEMENT. 3. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT CONSTRUCTION BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT. PLACED AT THE TIME OF CONSTRUCTION. THE SEAWARD EDGE OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING 2. THE SEAWARD EDGE OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE AS NOTED BY THE TYPICAL SECTIONS AND/OR AS DIRECTED BY THE CONTRACTING OFFICER. POSSIBLE, TO POINT OF INTERSECTION WITH THE EXISTING GROUND AT ELEVATION 6.0' NAVD 88 EXCEPT AT LOCATIONS SHALL BE USED. THE CONTRACTOR SHALL EXTEND +6.0' NAVD 88 BERM CREST HORIZONTALLY LANDWARD, WHERE GROUND AT THE CONSTRUCTION EASEMENT LINE IS BELOW THE 14.0' NAVD 88, A 5H:1V LANDWARD BACKSLOPE EXISTING GROUND AT ELEVATION 14.0' NAVD 88 WITHIN THE CONSTRUCTION EASEMENT LINE. WHERE THE EXISTING 1. THE CONTRACTOR SHALL EXTEND THE 14.0' NAVD 88 DUNE CREST HORIZONTALLY LANDWARD TO TIE-IN WITH THE NOTES:265+00270+00275+00280+00285+00PI 269+72.89 PI 279+71.78Cutlass DrN 239,500N 240,000N 240,500N 241,000E 2,426,000E 2,426,500E 2,427,000E 2,427,500SC4 SC6 SC9 SC7 SC8 SC10 SC5 BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 885H:1V300'300'25'25'BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 885H:1V300'300'25'25'SLOPE(ASSUMED15H:1VSLOPE(ASSUMED15H:1VPI 267+75.76 PI286+49.58 0 0 0 0 00 00000000000 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5N10101010 10 10 10 10 10 10DUNE BASELINE (LEFT EDGE) EXISTING PROPERTY LINE CONSTRUCTION EASEMENT LINE PL BEACH FILL DUNE PORTION (NEW WORK) BEACH FILL (NEW WORK)15151515 15 15 15 151515South Shore Dr 200100 500 SCALE: 1" = 100'-10-10 -10 -10-10-10-10 -10 -10 30 31 -5 -5 -5 -5 -5 -5 -5 -5 SCNTBeachGenPlan3.DGNSTA. 288+00 TO 314+50GENERAL & LAYOUT PLAN9MATCHLINE STA. 314+50 DUNE BASELINE PLATE C-004MATCHLINE STA. 288+00 DUNE BASELINE PLATE C-002309+68.82 242072.4500 2429870.0500 299+69.88 241416.1900 2429116.9100 289+70.82 240753.5200 2428369.2600 STATION NORTHING EASTING BASELINE COORDINATES 5 EXISTING BEACH ACCESS LOCATIONS EXISTING PROJECT BASELINE LEGEND C-003 SC23 242157.5567 2430127.9807 SC22 241987.0590 2429931.4431 SC21 241671.6879 2429554.3804 SC20 241530.5529 2429385.6372 SC19 241177.2876 2428970.4395 SC18 241229.1413 2428925.4421 SC17 241221.8765 2428917.5090 SC16 241170.1890 2428962.0965 SC15 240966.9141 2428723.1845 SC14 240843.6071 2428580.4255 SC13 240889.7413 2428540.7205 SC12 240881.2878 2428531.4369 SC11 240836.0351 2428571.6591 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES 314+00.00 242231.9134 2430304.4606 299+74.60 241327.9916 2429194.4208 290+00 240687.9404 2428467.3052 289+74.06 240680.7137 2428431.4539 STATION NORTHING EASTING DUNE BASELINE COORDINATES RAMPS AND PUBLIC ACCESS WAYS. PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN SHALL INCLUDE A MOVEABLE SAFETY FENCE AT THESE LIMITS TO EXTEND FROM THE DUNE TO THE WATERS EDGE, CLOSURE OF ANY THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1000' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES 8. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS. DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL 7. THE CONTRACTOR SHALL CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY DUE TO CONSTRUCTION. PROTECT ALL EXISTING STRUCTURES ON THE BEACH, ACCESS RAMPS, SIGNAGE, FENCES, ETC., FROM DAMAGE 6. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL BE PLACED AT EACH BEACH ACCESS AS A MINIMUM BUT IN NO CASE SHALL THE DISTANCE BETWEEN RAMPS EXCEED 400 FEET. 5. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH PIPELINE ROUTE. SAND RAMPS SHALL VERTICAL DATUM IS NAVD 88. IMAGERY DATED FEBRUARY 2016 4. EXISTING BEACH SURVEYS WAS CONDUCTED BY TI COASTAL IN JULY AND SEPTEMBER 2019. HORIZONTAL DATUM IS NAD 83 AND DURING PLACEMENT. 3. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT CONSTRUCTION BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT. PLACED AT THE TIME OF CONSTRUCTION. THE SEAWARD EDGE OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING 2. THE SEAWARD EDGE OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE AS NOTED BY THE TYPICAL SECTIONS AND/OR AS DIRECTED BY THE CONTRACTING OFFICER. POSSIBLE, TO POINT OF INTERSECTION WITH THE EXISTING GROUND AT ELEVATION 6.0' NAVD 88 EXCEPT AT LOCATIONS SHALL BE USED. THE CONTRACTOR SHALL EXTEND +6.0' NAVD 88 BERM CREST HORIZONTALLY LANDWARD, WHERE GROUND AT THE CONSTRUCTION EASEMENT LINE IS BELOW THE 14.0' NAVD 88, A 5H:1V LANDWARD BACKSLOPE EXISTING GROUND AT ELEVATION 14.0' NAVD 88 WITHIN THE CONSTRUCTION EASEMENT LINE. WHERE THE EXISTING 1. THE CONTRACTOR SHALL EXTEND THE 14.0' NAVD 88 DUNE CREST HORIZONTALLY LANDWARD TO TIE-IN WITH THE NOTES:Elizabeth St290+00295+00300+00305+00310+00PI 289+70.82 PI 299+69.88 PI 309+68.82 N 241,50 0 N 242,000 N 242,500 E 2 ,428,000 E 2 ,428,500 E 2,429,000 E 2,429,500 SC11 SC14 SC12 SC13 SC15 SC16 SC19 SC17 SC18 SC20 SC21 SC22 SC23 BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 88 5H:1V300'300'25'25'BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 88 5H:1V300'300'25'25'SLOPE(ASSUMED15H:1VSLOPE(ASSUMED15H:1VPI302+17.07AREASTAGINGA CCESS00000000000000000Sound Dr.FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECH3 LINESDRAWING TITLEJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 20205 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P I 314 +00 .00 N 10 10 10 10 10 10 10 10 101010101010 DUNE BASELINE (LEFT EDGE) EXISTING PROPERTY LINE CONSTRUCTION EASEMENT LINE PL BEACH FILL DUNE PORTION (NEW WORK) BEACH FILL (NEW WORK) PI 290+00.00 15 15 15 1515151515151515 S. Shore Dr 200100 500 SCALE: 1" = 100' -10 -10-10 -10-10-10-10-10-10 -10-10 -10 -10-10-10 -5 -5 -5 -5 -5 -5 -5 -5 -5 SCNTBeachGenPlan4.DGNN STA. 314+50 TO 342+00GENERAL & LAYOUT PLANMATCHLINE STA. 342+00 DUNE BASELINE PLATE C-005MATCHLINE STA. 314+79 BASELINE PLATE C-003339+63.28 243987.7900 2432170.9500 329+66.43 243369.1500 2431389.2900 319+67.84 242732.3800 2430620.0700 STATION NORTHING EASTING BASELINE COORDINATES 5 EXISTING BEACH ACCESS LOCATIONS EXISTING PROJECT BASELINE LEGEND C-004 SC32 243991.6650 2432391.7832 SC31 243569.9709 2431859.4753 SC30 243443.5437 2431702.4588 SC29 243542.7920 2431626.8901 SC28 243530.6686 2431610.9834 SC27 243430.9960 2431686.8751 SC26 243401.6369 2431650.4126 SC25 243278.6164 2431497.6270 SC24 242958.4691 2431096.9078 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES 341+00.00 243932.0167 2432401.9704 325+40.78 242954.0857 2431187.5460 316+00 242358.5240 2430459.2823 STATION NORTHING EASTING DUNE BASELINE COORDINATES RAMPS AND PUBLIC ACCESS WAYS. PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN SHALL INCLUDE A MOVEABLE SAFETY FENCE AT THESE LIMITS TO EXTEND FROM THE DUNE TO THE WATERS EDGE, CLOSURE OF ANY THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1000' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES 8. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS. DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL 7. THE CONTRACTOR SHALL CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY DUE TO CONSTRUCTION. PROTECT ALL EXISTING STRUCTURES ON THE BEACH, ACCESS RAMPS, SIGNAGE, FENCES, ETC., FROM DAMAGE 6. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL BE PLACED AT EACH BEACH ACCESS AS A MINIMUM BUT IN NO CASE SHALL THE DISTANCE BETWEEN RAMPS EXCEED 400 FEET. 5. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH PIPELINE ROUTE. SAND RAMPS SHALL VERTICAL DATUM IS NAVD 88. IMAGERY DATED FEBRUARY 2016 4. EXISTING BEACH SURVEYS WAS CONDUCTED BY TI COASTAL IN JULY AND SEPTEMBER 2019. HORIZONTAL DATUM IS NAD 83 AND DURING PLACEMENT. 3. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT CONSTRUCTION BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT. PLACED AT THE TIME OF CONSTRUCTION. THE SEAWARD EDGE OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING 2. THE SEAWARD EDGE OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE AS NOTED BY THE TYPICAL SECTIONS AND/OR AS DIRECTED BY THE CONTRACTING OFFICER. POSSIBLE, TO POINT OF INTERSECTION WITH THE EXISTING GROUND AT ELEVATION 6.0' NAVD 88 EXCEPT AT LOCATIONS SHALL BE USED. THE CONTRACTOR SHALL EXTEND +6.0' NAVD 88 BERM CREST HORIZONTALLY LANDWARD, WHERE GROUND AT THE CONSTRUCTION EASEMENT LINE IS BELOW THE 14.0' NAVD 88, A 5H:1V LANDWARD BACKSLOPE EXISTING GROUND AT ELEVATION 14.0' NAVD 88 WITHIN THE CONSTRUCTION EASEMENT LINE. WHERE THE EXISTING 1. THE CONTRACTOR SHALL EXTEND THE 14.0' NAVD 88 DUNE CREST HORIZONTALLY LANDWARD TO TIE-IN WITH THE NOTES: S. Shore RD315+00320+00325+00330+00335+00340+00PI 319+67.84 PI 329+66.43 PI 339+63.28 32 N 243,000 N 243,500 N 244,000 N 244,50 0 E 2 ,4 30,000 E 2 ,430,500 E 2,431,000 E 2 ,4 3 1 ,5 00 E 2 ,4 3 2 ,000 SC24 SC25 SC26 SC27 SC30 SC28 SC31 SC32 SC29 TOP OF DUNE +14.0' NAVD 88 BERM +6.0' NAVD 88 5H:1V5H:1V300'300'25'25'TOP OF DUNE +14.0' NAVD 88 BERM +6.0' NAVD 88 5H:1V5H:1V300'300'25'25'SLOPE(ASSUMED15H:1VSLOPE(ASSUMED15H:1VPI 325+40.78 00000000000000000Sandy Ln.Atkinson Rd.Oceanaire Ln.Shaess LandingDriftwood Dr.FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL S. Shore RD 5 5 5 55 5 5 5 5 5 5 5 5 5 5 5 5 5 PI 316+00.00 10 1010 10 10 10 10 10 10 10 1010101010101010101010 P I 341 +00 .00 DUNE BASELINE (LEFT EDGE) EXISTING PROPERTY LINE CONSTRUCTION EASEMENT LINE PL BEACH FILL DUNE PORTION (NEW WORK) BEACH FILL (NEW WORK) 15 1515151515 15 15 1515 -10 -10-10 -10 -10 -10-10-10-10-10-10-10 -10 -10-10 -10 -10 34 -5 -5 -5 -5 -5 -5 -5 -5 -5 STA. 342+00 TO 370+00GENERAL & LAYOUT PLANSCNTBeachGenPlan5 .DGNMATCHLINE STA. 370+00 DUNE BASELINE PLATE C-006MATCHLINE STA. 342+00 DUNE BASELINE PLATE C-004369+61.24 245879.0500 2434494.9200 359+62.13 245269.6400 2433703.1900 349+62.63 244602.9100 2432958.5600 STATION NORTHING EASTING BASELINE COORDINATES C-005 200100 500 SCALE: 1" = 100' RAMPS AND PUBLIC ACCESS WAYS. PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN SHALL INCLUDE A MOVEABLE SAFETY FENCE AT THESE LIMITS TO EXTEND FROM THE DUNE TO THE WATERS EDGE, CLOSURE OF ANY THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1000' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES 8. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS. DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL 7. THE CONTRACTOR SHALL CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY NOTES CONTINUED: SC41 245107.8358 2433790.4654 SC40 244923.4212 2433554.1169 SC39 244819.2384 2433423.7008 SC38 244917.2276 2433340.9331 SC37 244910.0713 2433332.4335 SC36 244812.5965 2433415.3866 SC35 244480.0790 2432999.1410 SC34 244359.0427 2432848.6286 SC33 244321.0416 2432801.3731 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES SC50 245693.9096 2434532.9799 SC49 245499.6185 2434279.6710 SC48 245634.1633 2434200.1815 SC47 245628.3199 2434192.6818 SC46 245493.6784 2434271.9265 SC45 245370.2592 2434114.8116 SC44 245361.4081 2434119.9693 SC43 245173.7779 2433885.6399 SC42 245182.4895 2433880.4815 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES 369+00.00 245670.4679 2434596.8221 359+46.77 245086.0277 2433843.7712 346+29.42 244264.0640 2432814.3168 343+00.00 244057.4550 2432557.7435 STATION NORTHING EASTING DUNE BASELINE COORDINATES DUE TO CONSTRUCTION. PROTECT ALL EXISTING STRUCTURES ON THE BEACH, ACCESS RAMPS, SIGNAGE, FENCES, ETC., FROM DAMAGE 6. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL BE PLACED AT EACH BEACH ACCESS AS A MINIMUM BUT IN NO CASE SHALL THE DISTANCE BETWEEN RAMPS EXCEED 400 FEET. 5. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH PIPELINE ROUTE. SAND RAMPS SHALL VERTICAL DATUM IS NAVD 88. IMAGERY DATED FEBRUARY 2016 4. EXISTING BEACH SURVEYS WAS CONDUCTED BY TI COASTAL IN JULY AND SEPTEMBER 2019. HORIZONTAL DATUM IS NAD 83 AND DURING PLACEMENT. 3. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT CONSTRUCTION BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT. PLACED AT THE TIME OF CONSTRUCTION. THE SEAWARD EDGE OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING 2. THE SEAWARD EDGE OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE AS NOTED BY THE TYPICAL SECTIONS AND/OR AS DIRECTED BY THE CONTRACTING OFFICER. POSSIBLE, TO POINT OF INTERSECTION WITH THE EXISTING GROUND AT ELEVATION 6.0' NAVD 88 EXCEPT AT LOCATIONS SHALL BE USED. THE CONTRACTOR SHALL EXTEND +6.0' NAVD 88 BERM CREST HORIZONTALLY LANDWARD, WHERE GROUND AT THE CONSTRUCTION EASEMENT LINE IS BELOW THE 14.0' NAVD 88, A 5H:1V LANDWARD BACKSLOPE EXISTING GROUND AT ELEVATION 14.0' NAVD 88 WITHIN THE CONSTRUCTION EASEMENT LINE. WHERE THE EXISTING 1. THE CONTRACTOR SHALL EXTEND THE 14.0' NAVD 88 DUNE CREST HORIZONTALLY LANDWARD TO TIE-IN WITH THE NOTES: S. Shore DrWINDWARD DrS. Shore St345+00350+00355+00360+00365+00370+00PI 349+62.63 PI 359+62.13 PI 36 9 + 61.24 33 N 245,000 N 245,500 N 246,000 E 2 ,432,500 E 2,433,000 E 2 ,433,500 E 2,434,000 SC33 SC34 SC35 SC36 SC37 SC38 SC40 SC41 SC45 SC46 SC39 SC49 SC47 SC48 SC37 SC38 SC50 BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 885H :1V5H:1V300'300'25'25'BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 885H :1V5H:1V300'300'25'25'SLOPE(ASSUMED15H:1VSLOPE(ASSUMED15H:1VSC44 SC42 SC43 PI 346+29.42 PI 359+46.77 000000000000 000000Driftwood Dr.FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 51010 10 10 10 10 10 10 10 10101010101010101010PI 343+00.00 N P I 3 69 + 00 .00 15 1515 1515 15155 EXISTING BEACH ACCESS LOCATIONS EXISTING PROJECT BASELINE LEGEND DUNE BASELINE (LEFT EDGE) EXISTING PROPERTY LINE CONSTRUCTION EASEMENT LINE PL BEACH FILL DUNE PORTION (NEW WORK) BEACH FILL (NEW WORK) -10-10-10-10 -1 0-10-10 -10-10-10 -10 -10-10 35 -5 -5 -5 -5 -5 -5 -5 -5 -5 NSTA. 370+00 TO 397+50GENERAL & LAYOUT PLANSCNTBeachGenPlan6.DGNMATCHLINE STA. 397+50 DUNE BASELINE PLATE C-007MATCHLINE STA. 370+00 DUNE BASELINE PLATE C-005389+59.60 247131.3500 2436051.8700 379+60.27 246492.1800 2435283.6800 STATION NORTHING EASTING BASELINE COORDINATES C-006 200100 500 SCALE: 1" = 100' RAMPS AND PUBLIC ACCESS WAYS. PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN SHALL INCLUDE A MOVEABLE SAFETY FENCE AT THESE LIMITS TO EXTEND FROM THE DUNE TO THE WATERS EDGE, CLOSURE OF ANY THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1000' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES 8. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS. DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL 7. THE CONTRACTOR SHALL CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY NOTES CONTINUED: SC57 247220.6227 2436514.2195 SC56 246827.6263 2435999.7720 SC55 246472.1801 2435548.9669 SC54 246119.5159 2435086.6082 SC53 246259.1150 2435003.9062 SC52 246252.9591 2434995.9299 SC51 246113.2957 2435078.6701 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES 397+19.55 247399.1712 2436824.2554 371+00.00 245793.0904 2434754.8212 STATION NORTHING EASTING DUNE BASELINE COORDINATES DUE TO CONSTRUCTION. PROTECT ALL EXISTING STRUCTURES ON THE BEACH, ACCESS RAMPS, SIGNAGE, FENCES, ETC., FROM DAMAGE 6. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL BE PLACED AT EACH BEACH ACCESS AS A MINIMUM BUT IN NO CASE SHALL THE DISTANCE BETWEEN RAMPS EXCEED 400 FEET. 5. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH PIPELINE ROUTE. SAND RAMPS SHALL VERTICAL DATUM IS NAVD 88. IMAGERY DATED FEBRUARY 2016 4. EXISTING BEACH SURVEYS WAS CONDUCTED BY TI COASTAL IN JULY AND SEPTEMBER 2019. HORIZONTAL DATUM IS NAD 83 AND DURING PLACEMENT. 3. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT CONSTRUCTION BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT. PLACED AT THE TIME OF CONSTRUCTION. THE SEAWARD EDGE OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING 2. THE SEAWARD EDGE OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE AS NOTED BY THE TYPICAL SECTIONS AND/OR AS DIRECTED BY THE CONTRACTING OFFICER. POSSIBLE, TO POINT OF INTERSECTION WITH THE EXISTING GROUND AT ELEVATION 6.0' NAVD 88 EXCEPT AT LOCATIONS SHALL BE USED. THE CONTRACTOR SHALL EXTEND +6.0' NAVD 88 BERM CREST HORIZONTALLY LANDWARD, WHERE GROUND AT THE CONSTRUCTION EASEMENT LINE IS BELOW THE 14.0' NAVD 88, A 5H:1V LANDWARD BACKSLOPE EXISTING GROUND AT ELEVATION 14.0' NAVD 88 WITHIN THE CONSTRUCTION EASEMENT LINE. WHERE THE EXISTING 1. THE CONTRACTOR SHALL EXTEND THE 14.0' NAVD 88 DUNE CREST HORIZONTALLY LANDWARD TO TIE-IN WITH THE NOTES:370+00375+00380+00385+00390+00395+00PI 379+60.27 PI 389+59.60N 246,500 N 247,000 N 247,500 E 2,434,500E 2,435,000E 2,435,500E 2,436,000SC51 SC56 SC57 SC54 SC55 SC52 SC53 BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 88 5H:1V5H:1V300'300'25'25'BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 88 5H:1V5H:1V300'300'25'25'SLOPE(ASSUMED15H:1VSLOPE(ASSUMED15H:1VPI 397+19 .55 000000000000000000 S. Shore Dr FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 20205 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 10 10 10 10 10 10 10 10 101010101010101010 10PI 371+00.00 1515 155 EXISTING BEACH ACCESS LOCATIONS EXISTING PROJECT BASELINE LEGEND DUNE BASELINE (LEFT EDGE) EXISTING PROPERTY LINE CONSTRUCTION EASEMENT LINE PL BEACH FILL DUNE PORTION (NEW WORK) BEACH FILL (NEW WORK) 200100 500 SCALE: 1" = 100' 5 EXISTING BEACH ACCESS LOCATIONS EXISTING PROJECT BASELINE LEGEND -10 -10 -10 -10-10- 1 0 -10-10-10 -10-10 -10-10 -10 -10-10-10-10-10 -10 -10 36 37 38 39 40 41 -5 -5 -5 -5-5 -5 -5 -5 -5Kinston AveSTA. 397+50 TO 425+50GENERAL & LAYOUT PLANSCNTBeachGenPlan7.DGNMATCHLINE STA. 425+50 DUNE BASELINE PLATE C-008MATCHLINE STA. 397+50 DUNE BASELINE PLATE C-006419+58.21 248940.8300 2438441.3200 409+58.42 248305.8400 2437669.0600 399+59.42 247709.4700 2436867.6000 STATION NORTHING EASTING BASELINE COORDINATES DUNE BASELINE (LEFT EDGE) EXISTING PROPERTY LINE CONSTRUCTION EASEMENT LINE PL BEACH FILL DUNE PORTION (NEW WORK) BEACH FILL (NEW WORK) C-007 200100 500 SCALE: 1" = 100' RAMPS AND PUBLIC ACCESS WAYS. PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN SHALL INCLUDE A MOVEABLE SAFETY FENCE AT THESE LIMITS TO EXTEND FROM THE DUNE TO THE WATERS EDGE, CLOSURE OF ANY THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1000' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES 8. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS. DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL 7. THE CONTRACTOR SHALL CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY NOTES CONTINUED: SC68 248023.6030 2437552.2829 SC67 247987.4955 2437505.2852 SC66 248106.8148 2437426.1751 SC65 248070.4243 2437379.4256 SC64 247952.0912 2437459.2026 SC63 247744.4763 2437188.9695 SC62 247868.9871 2437102.1760 SC61 247830.8468 2437053.1760 SC60 247706.9801 2437140.1642 SC59 247633.4377 2437044.4409 SC58 247497.0420 2436876.0632 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES SC79 248665.4299 2438433.4763 SC78 248555.5199 2438272.4614 SC77 248466.7366 2438151.2815 SC76 248588.5950 2438067.6739 SC75 248554.0949 2438020.6739 SC74 248431.7979 2438103.5939 SC73 248230.0164 2437828.1831 SC72 248347.7365 2437748.4247 SC71 248310.5329 2437699.4249 SC70 248194.0308 2437779.0665 SC69 248178.3306 2437757.6375 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES SC91 249032.1982 2438919.5304 SC90 249103.0942 2438869.9220 SC89 249162.5003 2438949.9219 SC88 249176.6561 2438940.4222 SC87 249119.8282 2438859.6723 SC86 249160.5783 2438829.9221 SC85 249115.1097 2438767.1726 SC84 248987.8940 2438856.6970 SC83 248833.8183 2438645.2317 SC82 248697.6552 2438480.6853 SC81 248831.4382 2438388.6732 SC80 248796.7195 2438340.9231 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES 425+00.00 249073.3335 2439044.0006 419+80.89 248763.8553 2438627.2286 410+58.28 248216.4571 2437884.5492 398+00.00 247448.2844 2436887.9716 STATION NORTHING EASTING DUNE BASELINE COORDINATES DUE TO CONSTRUCTION. PROTECT ALL EXISTING STRUCTURES ON THE BEACH, ACCESS RAMPS, SIGNAGE, FENCES, ETC., FROM DAMAGE 6. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL BE PLACED AT EACH BEACH ACCESS AS A MINIMUM BUT IN NO CASE SHALL THE DISTANCE BETWEEN RAMPS EXCEED 400 FEET. 5. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH PIPELINE ROUTE. SAND RAMPS SHALL VERTICAL DATUM IS NAVD 88. IMAGERY DATED FEBRUARY 2016 4. EXISTING BEACH SURVEYS WAS CONDUCTED BY TI COASTAL IN JULY AND SEPTEMBER 2019. HORIZONTAL DATUM IS NAD 83 AND DURING PLACEMENT. 3. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT CONSTRUCTION BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT. PLACED AT THE TIME OF CONSTRUCTION. THE SEAWARD EDGE OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING 2. THE SEAWARD EDGE OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE AS NOTED BY THE TYPICAL SECTIONS AND/OR AS DIRECTED BY THE CONTRACTING OFFICER. POSSIBLE, TO POINT OF INTERSECTION WITH THE EXISTING GROUND AT ELEVATION 6.0' NAVD 88 EXCEPT AT LOCATIONS SHALL BE USED. THE CONTRACTOR SHALL EXTEND +6.0' NAVD 88 BERM CREST HORIZONTALLY LANDWARD, WHERE GROUND AT THE CONSTRUCTION EASEMENT LINE IS BELOW THE 14.0' NAVD 88, A 5H:1V LANDWARD BACKSLOPE EXISTING GROUND AT ELEVATION 14.0' NAVD 88 WITHIN THE CONSTRUCTION EASEMENT LINE. WHERE THE EXISTING 1. THE CONTRACTOR SHALL EXTEND THE 14.0' NAVD 88 DUNE CREST HORIZONTALLY LANDWARD TO TIE-IN WITH THE NOTES: 8Charlotte Ave.SURF CITY PIERDurham AveS. Shore Dr High Point AveRaleigh Ave400+00405+00410+00415+00420+00425+00PI 399+59.42 PI 409+58.42 PI 41 9 +5 8.2 1 S. Shore DrRoland AveN 24 8,000 N 24 8,50 0 N 24 9,00 0 N 249,50 0 E 2,437,000E 2,437,500E 2,438,000E 2,438,500SC59 SC68 SC69 SC71 SC72 SC73SC70 SC74 SC77 SC75 SC76 SC76 SC82 SC81 SC84 SC91 SC85 SC86 SC87 SC90 SC89 SC88 SC63SC60 SC61 SC62 SC66SC65 SC64 SC67 SC58 SC78 SC79 SC80 SC83 (CONSTRUCTION ACCESS) BEACH ACCESS EMERGENCY VEHICLE BERM +6.0' NAVD 88 5H:1V5H:1V300'300'25'25'TOP OF DUNE =14.0' NAVD 88 (CONSTRUCTION ACCESS) BEACH ACCESS EMERGENCY VEHICLE BERM +6.0' NAVD 88 5H:1V5H:1V300'300'25'25'SLOPE(ASSUMED15H:1VSLOPE(ASSUMED15H:1VPI 410+58.28 PI 419+80.89AREASTAGINGAREASTAGINGACCESS 00000000000000000000 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECH3 LINESDRAWING TITLEJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 20205 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N10 1010 101010101010 10101010 10 10 10 101010P I 425+00 .00 PI 398+00.00 15151515151515 1515 151515 2020 -10-10 -10-10 -10 -10-10-10 -10-10-10-10-10-10-10-10-10-10 -10 -10 46 47 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 STA. 453+50 TO 482+00GENERAL & LAYOUT PLANSCNTBeachGenPlan9.DGNMATCHLINE STA. 482+00 DUNE BASELINE PLATE C-010MATCHLINE STA. 453+50 DUNE BASELINE PLATE C-008480+54.65 252900.8000 2442972.1900 469+70.13 251971.6900 2442412.7900 459+55.00 251236.8100 2441712.4800 STATION NORTHING EASTING BASELINE COORDINATES C-009 200100 500 SCALE: 1" = 100'N RAMPS AND PUBLIC ACCESS WAYS. PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN SHALL INCLUDE A MOVEABLE SAFETY FENCE AT THESE LIMITS TO EXTEND FROM THE DUNE TO THE WATERS EDGE, CLOSURE OF ANY THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1000' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES 8. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS. DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL 7. THE CONTRACTOR SHALL CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY NOTES CONTINUED: 478+76.03 252235.7272 2443390.9582 459+24.71 251074.5006 2441822.7723 STATION NORTHING EASTING DUNE BASELINE COORDINATESSC118 251172.1637 2441856.0715 SC117 250846.3362 2441401.2575 SC116 250977.8715 2441303.4173 SC115 250941.9344 2441255.6673 SC114 250812.4952 2441354.0197 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES SC123 251374.9411 2442127.1853 SC122 251368.3671 2442118.3959 SC121 251429.9958 2442075.6659 SC120 251422.8866 2442065.9159 SC119 251360.8144 2442108.2979 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES SC128 252302.7154 2443381.1783 SC127 252130.4780 2443143.2113 SC126 251950.9248 2442915.5284 SC125 251666.7264 2442527.9662 SC124 251528.2018 2442353.6483 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES DUE TO CONSTRUCTION. PROTECT ALL EXISTING STRUCTURES ON THE BEACH, ACCESS RAMPS, SIGNAGE, FENCES, ETC., FROM DAMAGE 6. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL BE PLACED AT EACH BEACH ACCESS AS A MINIMUM BUT IN NO CASE SHALL THE DISTANCE BETWEEN RAMPS EXCEED 400 FEET. 5. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH PIPELINE ROUTE. SAND RAMPS SHALL VERTICAL DATUM IS NAVD 88. IMAGERY DATED FEBRUARY 2016 4. EXISTING BEACH SURVEYS WAS CONDUCTED BY TI COASTAL IN JULY AND SEPTEMBER 2019. HORIZONTAL DATUM IS NAD 83 AND DURING PLACEMENT. 3. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT CONSTRUCTION BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT. PLACED AT THE TIME OF CONSTRUCTION. THE SEAWARD EDGE OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING 2. THE SEAWARD EDGE OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE AS NOTED BY THE TYPICAL SECTIONS AND/OR AS DIRECTED BY THE CONTRACTING OFFICER. POSSIBLE, TO POINT OF INTERSECTION WITH THE EXISTING GROUND AT ELEVATION 6.0' NAVD 88 EXCEPT AT LOCATIONS SHALL BE USED. THE CONTRACTOR SHALL EXTEND +6.0' NAVD 88 BERM CREST HORIZONTALLY LANDWARD, WHERE GROUND AT THE CONSTRUCTION EASEMENT LINE IS BELOW THE 14.0' NAVD 88, A 5H:1V LANDWARD BACKSLOPE EXISTING GROUND AT ELEVATION 14.0' NAVD 88 WITHIN THE CONSTRUCTION EASEMENT LINE. WHERE THE EXISTING 1. THE CONTRACTOR SHALL EXTEND THE 14.0' NAVD 88 DUNE CREST HORIZONTALLY LANDWARD TO TIE-IN WITH THE NOTES: N. Shore Dr Dolphin St455+00460+00465+004 7 0 + 0 0 4 7 5 + 0 0 4 8 0 + 0 0 PI 459+55.00 PI 469+70.13 PI 480+54.65 N 251,50 0 N 252,000 N 25 2,50 0 N 25 3,000 E 2,441,000E 2,441,500E 2,442,000E 2,442,500E 2,443,000SC114 SC115 SC116 SC117 SC119 SC121 SC123 SC120 SC122 SC125 SC127 SC118 SC124 SC126 SC128 (CONSTRUCTION ACCESS) BEACH ACCESS EMERGENCY VEHICLE BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 88 5H:1V5H:1V300'300'25'25'(CONSTRUCTION ACCESS) BEACH ACCESS EMERGENCY VEHICLE BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 88 5H:1V5H:1V300'300'25'25'SLOPE(ASSUMED15H:1VSLOPE(ASSUMED15H:1VPI 459+24.71 PI 478+76.03AREASTAGINGACCESS 000000000 000000 0000 N. Shore Dr N. Topsail Dr. Shell Rd.FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 20205 5 5 5 5 5 5 5 5 5 5 55 5 5 555 5 5 55 5 10 101010101010101010 10 1010 5 EXISTING BEACH ACCESS LOCATIONS EXISTING PROJECT BASELINE LEGEND PI 454+00.00 15 15 DUNE BASELINE (LEFT EDGE) EXISTING PROPERTY LINE CONSTRUCTION EASEMENT LINE PL BEACH FILL DUNE PORTION (NEW WORK) BEACH FILL (NEW WORK) -10-10 -10-10 -10 -10-10-10 -10-10-10-10-10-10-10-10-10-10 -10 -10 46 47 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 STA. 453+50 TO 482+00GENERAL & LAYOUT PLANSCNTBeachGenPlan9.DGNMATCHLINE STA. 482+00 DUNE BASELINE PLATE C-010MATCHLINE STA. 453+50 DUNE BASELINE PLATE C-008480+54.65 252900.8000 2442972.1900 469+70.13 251971.6900 2442412.7900 459+55.00 251236.8100 2441712.4800 STATION NORTHING EASTING BASELINE COORDINATES C-009 200100 500 SCALE: 1" = 100'N RAMPS AND PUBLIC ACCESS WAYS. PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN SHALL INCLUDE A MOVEABLE SAFETY FENCE AT THESE LIMITS TO EXTEND FROM THE DUNE TO THE WATERS EDGE, CLOSURE OF ANY THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1000' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES 8. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS. DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL 7. THE CONTRACTOR SHALL CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY NOTES CONTINUED: 478+76.03 252235.7272 2443390.9582 459+24.71 251074.5006 2441822.7723 STATION NORTHING EASTING DUNE BASELINE COORDINATESSC118 251172.1637 2441856.0715 SC117 250846.3362 2441401.2575 SC116 250977.8715 2441303.4173 SC115 250941.9344 2441255.6673 SC114 250812.4952 2441354.0197 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES SC123 251374.9411 2442127.1853 SC122 251368.3671 2442118.3959 SC121 251429.9958 2442075.6659 SC120 251422.8866 2442065.9159 SC119 251360.8144 2442108.2979 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES SC128 252302.7154 2443381.1783 SC127 252130.4780 2443143.2113 SC126 251950.9248 2442915.5284 SC125 251666.7264 2442527.9662 SC124 251528.2018 2442353.6483 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES DUE TO CONSTRUCTION. PROTECT ALL EXISTING STRUCTURES ON THE BEACH, ACCESS RAMPS, SIGNAGE, FENCES, ETC., FROM DAMAGE 6. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL BE PLACED AT EACH BEACH ACCESS AS A MINIMUM BUT IN NO CASE SHALL THE DISTANCE BETWEEN RAMPS EXCEED 400 FEET. 5. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH PIPELINE ROUTE. SAND RAMPS SHALL VERTICAL DATUM IS NAVD 88. IMAGERY DATED FEBRUARY 2016 4. EXISTING BEACH SURVEYS WAS CONDUCTED BY TI COASTAL IN JULY AND SEPTEMBER 2019. HORIZONTAL DATUM IS NAD 83 AND DURING PLACEMENT. 3. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT CONSTRUCTION BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT. PLACED AT THE TIME OF CONSTRUCTION. THE SEAWARD EDGE OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING 2. THE SEAWARD EDGE OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE AS NOTED BY THE TYPICAL SECTIONS AND/OR AS DIRECTED BY THE CONTRACTING OFFICER. POSSIBLE, TO POINT OF INTERSECTION WITH THE EXISTING GROUND AT ELEVATION 6.0' NAVD 88 EXCEPT AT LOCATIONS SHALL BE USED. THE CONTRACTOR SHALL EXTEND +6.0' NAVD 88 BERM CREST HORIZONTALLY LANDWARD, WHERE GROUND AT THE CONSTRUCTION EASEMENT LINE IS BELOW THE 14.0' NAVD 88, A 5H:1V LANDWARD BACKSLOPE EXISTING GROUND AT ELEVATION 14.0' NAVD 88 WITHIN THE CONSTRUCTION EASEMENT LINE. WHERE THE EXISTING 1. THE CONTRACTOR SHALL EXTEND THE 14.0' NAVD 88 DUNE CREST HORIZONTALLY LANDWARD TO TIE-IN WITH THE NOTES: N. Shore Dr Dolphin St455+00460+00465+004 7 0 + 0 0 4 7 5 + 0 0 4 8 0 + 0 0 PI 459+55.00 PI 469+70.13 PI 480+54.65 N 251,50 0 N 252,000 N 25 2,50 0 N 25 3,000 E 2,441,000E 2,441,500E 2,442,000E 2,442,500E 2,443,000SC114 SC115 SC116 SC117 SC119 SC121 SC123 SC120 SC122 SC125 SC127 SC118 SC124 SC126 SC128 (CONSTRUCTION ACCESS) BEACH ACCESS EMERGENCY VEHICLE BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 88 5H:1V5H:1V300'300'25'25'(CONSTRUCTION ACCESS) BEACH ACCESS EMERGENCY VEHICLE BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 88 5H:1V5H:1V300'300'25'25'SLOPE(ASSUMED15H:1VSLOPE(ASSUMED15H:1VPI 459+24.71 PI 478+76.03AREASTAGINGACCESS 000000000 000000 0000 N. Shore Dr N. Topsail Dr. Shell Rd.FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 20205 5 5 5 5 5 5 5 5 5 5 55 5 5 555 5 5 55 5 10 101010101010101010 10 1010 5 EXISTING BEACH ACCESS LOCATIONS EXISTING PROJECT BASELINE LEGEND PI 454+00.00 15 15 DUNE BASELINE (LEFT EDGE) EXISTING PROPERTY LINE CONSTRUCTION EASEMENT LINE PL BEACH FILL DUNE PORTION (NEW WORK) BEACH FILL (NEW WORK) 200100 500 SCALE: 1" = 100' -15 -10 -10-10-10 -10-10 -10-10-10-10-10 -10-10-10-10 -10 -10-10-10 -10 48 49 50 51 -5 -5 -5 -5 -5 -5 -5 -5 -5 STA. 482+00 TO 510+00GENERAL & LAYOUT PLANSCNTBeachGenPlan10.DGNMATCHLINE STA. 510+00 DUNE BASELINE PLATE C-011MATCHLINE STA. 482+00 DUNE BASELINE PLATE C-009512+14.85 254189.2500 2445740.6600 502+15.50 253621.4400 2444918.3000 492+15.89 253008.8400 2444128.4000 STATION NORTHING EASTING BASELINE COORDINATES 5 EXISTING BEACH ACCESS LOCATIONS EXISTING PROJECT BASELINE LEGEND C-010NSC137 253176.9921 2444375.1617 SC136 253163.6485 2444355.9114 SC135 253084.3334 2444413.6253 SC134 252979.1947 2444272.2090 SC133 252734.6360 2443947.9492 SC132 252819.3681 2443890.1620 SC131 252806.4150 2443872.6625 SC130 252722.1454 2443931.3879 SC129 252613.8648 2443787.8190 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES SC146 253658.4052 2445168.3326 SC145 253666.6398 2445162.6462 SC144 253533.4929 2444984.6094 SC143 253512.4682 2444958.9684 SC142 253572.6008 2444915.4104 SC141 253561.6319 2444900.6603 SC140 253501.0680 2444945.0652 SC139 253269.2712 2444662.3752 SC138 253096.5743 2444430.0899 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES SC154 254150.0493 2445825.7326 SC153 254158.0388 2445819.7185 SC152 253873.7066 2445439.5248 SC151 253933.1475 2445397.9089 SC150 253916.4749 2445381.6591 SC149 253860.5538 2445421.9377 SC148 253756.6284 2445282.9741 SC147 253748.5370 2445288.8520 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES 509+00.00 254058.0956 2445804.1191 483+00.00 252491.2270 2443729.2883 STATION NORTHING EASTING DUNE BASELINE COORDINATES RAMPS AND PUBLIC ACCESS WAYS. PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN SHALL INCLUDE A MOVEABLE SAFETY FENCE AT THESE LIMITS TO EXTEND FROM THE DUNE TO THE WATERS EDGE, CLOSURE OF ANY THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1000' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES 8. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS. DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL 7. THE CONTRACTOR SHALL CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY DUE TO CONSTRUCTION. PROTECT ALL EXISTING STRUCTURES ON THE BEACH, ACCESS RAMPS, SIGNAGE, FENCES, ETC., FROM DAMAGE 6. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL BE PLACED AT EACH BEACH ACCESS AS A MINIMUM BUT IN NO CASE SHALL THE DISTANCE BETWEEN RAMPS EXCEED 400 FEET. 5. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH PIPELINE ROUTE. SAND RAMPS SHALL VERTICAL DATUM IS NAVD 88. IMAGERY DATED FEBRUARY 2016 4. EXISTING BEACH SURVEYS WAS CONDUCTED BY TI COASTAL IN JULY AND SEPTEMBER 2019. HORIZONTAL DATUM IS NAD 83 AND DURING PLACEMENT. 3. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT CONSTRUCTION BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT. PLACED AT THE TIME OF CONSTRUCTION. THE SEAWARD EDGE OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING 2. THE SEAWARD EDGE OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE AS NOTED BY THE TYPICAL SECTIONS AND/OR AS DIRECTED BY THE CONTRACTING OFFICER. POSSIBLE, TO POINT OF INTERSECTION WITH THE EXISTING GROUND AT ELEVATION 6.0' NAVD 88 EXCEPT AT LOCATIONS SHALL BE USED. THE CONTRACTOR SHALL EXTEND +6.0' NAVD 88 BERM CREST HORIZONTALLY LANDWARD, WHERE GROUND AT THE CONSTRUCTION EASEMENT LINE IS BELOW THE 14.0' NAVD 88, A 5H:1V LANDWARD BACKSLOPE EXISTING GROUND AT ELEVATION 14.0' NAVD 88 WITHIN THE CONSTRUCTION EASEMENT LINE. WHERE THE EXISTING 1. THE CONTRACTOR SHALL EXTEND THE 14.0' NAVD 88 DUNE CREST HORIZONTALLY LANDWARD TO TIE-IN WITH THE NOTES:Lenoir AveJones AveN. Shore Dr N. Shore Dr Craven StMecklenburg Ave485+00490+00495+00500+00505+00510+00PI 492+15.89 PI 502+15.50 PI 5 1 2 +1 4. 8 5N 25 3,50 0 N 25 4,00 0 E 2,443,500E 2,444,000E 2,444,500E 2,445,000E 2,445,500SC129 SC130 SC131 SC132 SC133 SC135 SC136 SC137 SC138 SC139 SC140 SC141 SC142 SC143 SC144 SC149 SC150 SC151 SC152 SC134 BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 88 5H:1V5H:1V300'300'25'25'BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 88 5H:1V5H:1V300'300'25'25'SLOPE(ASSUMED15H:1VSLOPE(ASSUMED15H:1VSC145 SC146 SC147 SC148 SC153 SC154 000000000000000000 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 20205 5555 55555555555 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 10 10 1010101010101010101010 1010DUNE BASELINE (LEFT EDGE) EXISTING PROPERTY LINE CONSTRUCTION EASEMENT LINE PL BEACH FILL DUNE PORTION (NEW WORK) BEACH FILL (NEW WORK) PI 509+00 .00 PI 483+00.00 -15-15 -15 -15-15 -10 -10-10 -10 -10 -10 -10 -10-10-10-10-10-10-10-10-10 -10 -10-10-10-10 -10 52 53 54 55 -5 -5 -5 -5 -5 -5 -5 -5 -5 STA. 510+00 TO 538+00GENERAL & LAYOUT PLANSCNTBeachGenPlan11.DGNMATCHLINE STA. 538+00 DUNE BASELINE PLATE C-012MATCHLINE STA. 510+00 DUNE BASELINE PLATE C-010532+13.76 255415.1800 2447318.8100 522+13.62 254783.3400 2446543.5300 STATION NORTHING EASTING BASELINE COORDINATES C-011 200100 500 SCALE: 1" = 100'NNT9 255737.7540 2447928.3380 NT8 255679.0216 2447849.7567 NT7 255745.2629 2447799.8165 NT6 255734.1378 2447784.8165 NT5 255667.2726 2447834.0371 NT4 255176.4887 2447177.3897 NT3 255245.6238 2447125.8809 NT2 255232.9298 2447109.8899 NT1 254164.1419 2447160.8703 SC162 254980.2815 2446914.8731 SC161 254383.3548 2446120.9990 SC160 254303.7327 2446014.5326 SC159 254353.2396 2445977.1580 SC158 254345.3020 2445954.6581 SC157 254290.9084 2445997.3846 SC156 254248.5036 2445940.6833 SC155 254240.4253 2445946.5786 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES 537+00.00 255737.7110 2448044.3956 519+10.41 254667.0100 2446610.4370 511+00.00 254178.6239 2445963.7215 STATION NORTHING EASTING DUNE BASELINE COORDINATES RAMPS AND PUBLIC ACCESS WAYS. PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN SHALL INCLUDE A MOVEABLE SAFETY FENCE AT THESE LIMITS TO EXTEND FROM THE DUNE TO THE WATERS EDGE, CLOSURE OF ANY THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1000' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES 8. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS. DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL 7. THE CONTRACTOR SHALL CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY DUE TO CONSTRUCTION. PROTECT ALL EXISTING STRUCTURES ON THE BEACH, ACCESS RAMPS, SIGNAGE, FENCES, ETC., FROM DAMAGE 6. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL BE PLACED AT EACH BEACH ACCESS AS A MINIMUM BUT IN NO CASE SHALL THE DISTANCE BETWEEN RAMPS EXCEED 400 FEET. 5. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH PIPELINE ROUTE. SAND RAMPS SHALL VERTICAL DATUM IS NAVD 88. IMAGERY DATED FEBRUARY 2016 4. EXISTING BEACH SURVEYS WAS CONDUCTED BY TI COASTAL IN JULY AND SEPTEMBER 2019. HORIZONTAL DATUM IS NAD 83 AND DURING PLACEMENT. 3. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT CONSTRUCTION BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT. PLACED AT THE TIME OF CONSTRUCTION. THE SEAWARD EDGE OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING 2. THE SEAWARD EDGE OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE AS NOTED BY THE TYPICAL SECTIONS AND/OR AS DIRECTED BY THE CONTRACTING OFFICER. POSSIBLE, TO POINT OF INTERSECTION WITH THE EXISTING GROUND AT ELEVATION 6.0' NAVD 88 EXCEPT AT LOCATIONS SHALL BE USED. THE CONTRACTOR SHALL EXTEND +6.0' NAVD 88 BERM CREST HORIZONTALLY LANDWARD, WHERE GROUND AT THE CONSTRUCTION EASEMENT LINE IS BELOW THE 14.0' NAVD 88, A 5H:1V LANDWARD BACKSLOPE EXISTING GROUND AT ELEVATION 14.0' NAVD 88 WITHIN THE CONSTRUCTION EASEMENT LINE. WHERE THE EXISTING 1. THE CONTRACTOR SHALL EXTEND THE 14.0' NAVD 88 DUNE CREST HORIZONTALLY LANDWARD TO TIE-IN WITH THE NOTES:ONSLOW COUNTYPENDER COUNTYSURF CITY NORTH TOPSAIL BEACH 2nd St5th ST.N Shore Dr N Shore DrPender AveBroadway St515+00520+00525+00530+00535+00540+00PI 522+13.62PI 532+13.76N 255,000 N 255,500 N 256,000 E 2,446,000E 2,446,500E 2,447,000E 2,447,500NT1 NT2 NT3 NT4 NT5 NT6 NT7 NT8 NT9 SC157 NT1 NT2 NT3 NT4 NT5 NT6 NT7 NT8 NT9 SC158 SC159 SC160 SC161 SC162 BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 88 5H:1V5H:1V300'300'25'BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 88 5H:1V5H:1V300'300'25'25'SLOPE(ASSUMED15H:1VSLOPE(ASSUMED15H:1VSC155 SC156 PI 519+10.41AREASTAGING 000000000000000000 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 20205555555555555555555 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7.0 10 101010 10 10 1010 101010 .1 5 EXISTING BEACH ACCESS LOCATIONS EXISTING PROJECT BASELINE LEGEND PI 537+00 .00PI 511+00.00 14 .5 15 .8 15 .9 DUNE BASELINE (LEFT EDGE) EXISTING PROPERTY LINE CONSTRUCTION EASEMENT LINE PL BEACH FILL DUNE PORTION (NEW WORK) BEACH FILL (NEW WORK) -15 -15-15-15-15 -15 -10-10-10-10-10-10 -10-10-10 -10 -10 -10-10-10-10 -10 -10-1056 57 58 -5 -5 -5 -5 -5 -5 -5 -5 -5 STA. 538+00 TO 565+00GENERAL & LAYOUT PLAN SCNTBeachGenPlan12.DGNMATCHLINE STA. 565+00 DUNE BASELINE PLATE C-012MATCHLINE STA. 538+00 DUNE BASELINE PLATE C-011562+50.23 257411.1900 2449571.5800 552+11.35 256591.5400 2448933.2700 542+12.42 256006.8300 2448123.3500 STATION NORTHING EASTING BASELINE COORDINATES C-012 200100 500 SCALE: 1" = 100'NNT24 257208.5340 2449921.8504 NT23 256694.1021 2449228.6243 NT22 256626.3131 2449146.3364 NT21 256620.0957 2449137.7406 NT20 256662.2302 2449107.3868 NT19 256635.2045 2449074.0697 NT18 256594.9945 2449103.0369 NT17 256419.6686 2448860.6398 NT16 256446.2151 2448841.0833 NT15 256433.6060 2448825.5579 NT14 256408.4675 2448845.1537 NT13 256016.5249 2448304.4932 NT12 256080.9340 2448257.0655 NT11 256069.0909 2448241.0659 NT10 256004.6372 2448288.1147 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES 564+00.00 257343.7721 2450214.7633 546+35.33 256297.3107 2448793.8510 539+00.00 255857.3697 2448204.6510 STATION NORTHING EASTING DUNE BASELINE COORDINATES RAMPS AND PUBLIC ACCESS WAYS. PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN SHALL INCLUDE A MOVEABLE SAFETY FENCE AT THESE LIMITS TO EXTEND FROM THE DUNE TO THE WATERS EDGE, CLOSURE OF ANY THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1000' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES 8. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS. DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL 7. THE CONTRACTOR SHALL CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY DUE TO CONSTRUCTION. PROTECT ALL EXISTING STRUCTURES ON THE BEACH, ACCESS RAMPS, SIGNAGE, FENCES, ETC., FROM DAMAGE 6. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL BE PLACED AT EACH BEACH ACCESS AS A MINIMUM BUT IN NO CASE SHALL THE DISTANCE BETWEEN RAMPS EXCEED 400 FEET. 5. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH PIPELINE ROUTE. SAND RAMPS SHALL VERTICAL DATUM IS NAVD 88. IMAGERY DATED FEBRUARY 2016 4. EXISTING BEACH SURVEYS WAS CONDUCTED BY TI COASTAL IN JULY AND SEPTEMBER 2019. HORIZONTAL DATUM IS NAD 83 AND DURING PLACEMENT. 3. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT CONSTRUCTION BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT. PLACED AT THE TIME OF CONSTRUCTION. THE SEAWARD EDGE OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING 2. THE SEAWARD EDGE OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE AS NOTED BY THE TYPICAL SECTIONS AND/OR AS DIRECTED BY THE CONTRACTING OFFICER. POSSIBLE, TO POINT OF INTERSECTION WITH THE EXISTING GROUND AT ELEVATION 6.0' NAVD 88 EXCEPT AT LOCATIONS SHALL BE USED. THE CONTRACTOR SHALL EXTEND +6.0' NAVD 88 BERM CREST HORIZONTALLY LANDWARD, WHERE GROUND AT THE CONSTRUCTION EASEMENT LINE IS BELOW THE 14.0' NAVD 88, A 5H:1V LANDWARD BACKSLOPE EXISTING GROUND AT ELEVATION 14.0' NAVD 88 WITHIN THE CONSTRUCTION EASEMENT LINE. WHERE THE EXISTING 1. THE CONTRACTOR SHALL EXTEND THE 14.0' NAVD 88 DUNE CREST HORIZONTALLY LANDWARD TO TIE-IN WITH THE NOTES:7th ST.N Shore Dr Island Dr Scotch Bonner Dr Seashore Dr Island Dr N. Shore Dr Island Dr E 9th St545+00550+00555+00560+00565+00PI 542+12.42 PI 552+11.35 PI 562+50.23N 256,500 N 25 7,00 0 N 257,500 E 2,448,000E 2,448,500E 2,449,000E 2,449,500NT10 NT11 NT12 NT13 NT14 NT15 NT16 NT17 NT18 NT19 NT20 NT21 NT22 NT23 NT24 NT10 NT11 NT12 NT13 NT14 NT15 NT16 NT17 NT18 NT19 NT20 NT21 NT22 NT23 NT24 BERM +6.0' NAVD 88 5H:1V5H:1V300'300'25'25'BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 88 5H:1V5H:1V300'300'25'25'SLOPE(ASSUMED15H:1VSLOPE(ASSUMED15H:1VPI 546+35.33 00 0 0000 000000 00000000 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 20205555555555555555555 5 5 5 5 55 5 5 5 5 5 5 5 5 51010 10 105 EXISTING BEACH ACCESS LOCATIONS EXISTING PROJECT BASELINE LEGEND PI 564 +00 .00 PI 539+00.00 DUNE BASELINE (LEFT EDGE) EXISTING PROPERTY LINE CONSTRUCTION EASEMENT LINE PL BEACH FILL DUNE PORTION (NEW WORK) BEACH FILL (NEW WORK) -10-10-10-10-10 -10-10-10-10 -10 -10-10 -10-10 -10-10 -10 -10-10-10 59 60 -5 -5 -5 -5 -5 -5 -5 -5 -5 STA. 565+00 TO 593+00GENERAL & LAYOUT PLANSCNTBeachGenPlan13.DGNMATCHLINE STA. 593+00 DUNE BASELINE PLATE C-014MATCHLINE STA. 565+00 DUNE BASELINE PLATE C-012593+05.20 259188.2900 2451981.5400 582+70.78 258381.6200 2451333.9900 572+72.23 257820.3900 2450508.0900 STATION NORTHING EASTING BASELINE COORDINATES C-013 200100 500 SCALE: 1" = 100'NNT42 259079.3865 2452484.8252 C113 NT41 258828.2129 2452133.8045 NT40 258539.5284 2451725.8850 NT39 258200.3700 2451270.8641 NT38 258274.6557 2451215.9087 NT37 258258.6012 2451197.3116 NT36 258185.7759 2451251.2844 NT35 258116.4641 2451158.2945 NT34 258068.2830 2451090.1177 NT33 258060.2463 2451096.0728 NT32 257973.4981 2450973.3232 NT31 257981.5763 2450967.4268 NT30 257923.4252 2450885.1425 NT29 257643.3268 2450517.1399 NT28 257495.1398 2450313.1047 NT27 257575.4779 2450252.3133 NT26 257568.2752 2450242.0620 NT25 257487.8142 2450303.0182 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES 586+80.44 258696.0874 2452050.9721 566+00.00 257462.3732 2450375.8030 STATION NORTHING EASTING DUNE BASELINE COORDINATES RAMPS AND PUBLIC ACCESS WAYS. PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN SHALL INCLUDE A MOVEABLE SAFETY FENCE AT THESE LIMITS TO EXTEND FROM THE DUNE TO THE WATERS EDGE, CLOSURE OF ANY THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1000' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES 8. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS. DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL 7. THE CONTRACTOR SHALL CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY DUE TO CONSTRUCTION. PROTECT ALL EXISTING STRUCTURES ON THE BEACH, ACCESS RAMPS, SIGNAGE, FENCES, ETC., FROM DAMAGE 6. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL BE PLACED AT EACH BEACH ACCESS AS A MINIMUM BUT IN NO CASE SHALL THE DISTANCE BETWEEN RAMPS EXCEED 400 FEET. 5. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH PIPELINE ROUTE. SAND RAMPS SHALL VERTICAL DATUM IS NAVD 88. IMAGERY DATED FEBRUARY 2016 4. EXISTING BEACH SURVEYS WAS CONDUCTED BY TI COASTAL IN JULY AND SEPTEMBER 2019. HORIZONTAL DATUM IS NAD 83 AND DURING PLACEMENT. 3. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT CONSTRUCTION BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT. PLACED AT THE TIME OF CONSTRUCTION. THE SEAWARD EDGE OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING 2. THE SEAWARD EDGE OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE AS NOTED BY THE TYPICAL SECTIONS AND/OR AS DIRECTED BY THE CONTRACTING OFFICER. POSSIBLE, TO POINT OF INTERSECTION WITH THE EXISTING GROUND AT ELEVATION 6.0' NAVD 88 EXCEPT AT LOCATIONS SHALL BE USED. THE CONTRACTOR SHALL EXTEND +6.0' NAVD 88 BERM CREST HORIZONTALLY LANDWARD, WHERE GROUND AT THE CONSTRUCTION EASEMENT LINE IS BELOW THE 14.0' NAVD 88, A 5H:1V LANDWARD BACKSLOPE EXISTING GROUND AT ELEVATION 14.0' NAVD 88 WITHIN THE CONSTRUCTION EASEMENT LINE. WHERE THE EXISTING 1. THE CONTRACTOR SHALL EXTEND THE 14.0' NAVD 88 DUNE CREST HORIZONTALLY LANDWARD TO TIE-IN WITH THE NOTES: S. Permuda Wynd Dr. Island Dr Sea Shore Dr Island Dr Sea Shore Dr Reeves StReeves StUtopia StBird LnWicker St570+00575+00580+00585+00590+00595+00PI 572+72.23 PI 582+70.78 PI 593+05.20 N 25 8,00 0 N 25 8,500 N 259,000 N 25 9,500 E 2,450,000E 2,450,500E 2,451,000E 2,451,500E 2,452,000NT25 NT26 NT27 NT28 NT29 NT30 NT40 NT42 NT25 NT26 NT27 NT28 NT29 NT30 NT35 NT37 NT38 NT36 NT39 NT41 BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 88 5H:1V5H:1V300'300'25'25'BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 88 5H:1V5H:1V300'300'25'25'SLOPE(ASSUMED15H:1VSLOPE(ASSUMED15H:1VNT31 NT33 NT34 NT32 PI 586+80.44 000000000000000000 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 202055 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 51010 101010101010 5 EXISTING BEACH ACCESS LOCATIONS EXISTING PROJECT BASELINE LEGEND PI 566+00.00 DUNE BASELINE (LEFT EDGE) EXISTING PROPERTY LINE CONSTRUCTION EASEMENT LINE PL BEACH FILL DUNE PORTION (NEW WORK) BEACH FILL (NEW WORK) 62 -10-10-10 -10-10-10 -10-10-10 -10-10-10 61 -5 -5 -5 -5 -5 -5 -5 -5 -5 STA. 593+00 TO 620+50GENERAL & LAYOUT PLANSCNTBeachGenPlan14.DGNMATCHLINE STA. 620+50 DUNE BASELINE PLATE C-015MATCHLINE STA. 593+00 DUNE BASELINE PLATE C-013623+45.27 260679.3300 2454599.0700 613+45.86 260130.4700 2453763.8600 603+07.20 259790.4100 2452782.4500 STATION NORTHING EASTING BASELINE COORDINATES C-014 200100 500 SCALE: 1" = 100'NNT58 260586.9784 2454589.5643 NT57 260578.9421 2454595.5155 NT56 260549.9651 2454555.0092 NT55 260557.9806 2454549.0217 NT54 260401.9418 2454325.9116 NT53 260293.5562 2454187.1530 NT52 260399.6515 2454110.7600 NT51 260375.4170 2454080.0099 NT50 260261.7068 2454162.6134 NT49 260210.2379 2454092.4571 NT48 260218.3124 2454086.5578 NT47 259732.1855 2453423.9275 NT46 259720.2056 2453432.9563 NT45 259544.6893 2453187.2733 NT44 259556.4270 2453177.8645 NT43 259364.5009 2452897.2286 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES 620+00.00 260631.7339 2454747.5687 604+07.03 259689.4131 2453463.2050 594+00.00 259110.0574 2452639.5223 STATION NORTHING EASTING DUNE BASELINE COORDINATES RAMPS AND PUBLIC ACCESS WAYS. PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN SHALL INCLUDE A MOVEABLE SAFETY FENCE AT THESE LIMITS TO EXTEND FROM THE DUNE TO THE WATERS EDGE, CLOSURE OF ANY THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1000' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES 8. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS. DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL 7. THE CONTRACTOR SHALL CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY DUE TO CONSTRUCTION. PROTECT ALL EXISTING STRUCTURES ON THE BEACH, ACCESS RAMPS, SIGNAGE, FENCES, ETC., FROM DAMAGE 6. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL BE PLACED AT EACH BEACH ACCESS AS A MINIMUM BUT IN NO CASE SHALL THE DISTANCE BETWEEN RAMPS EXCEED 400 FEET. 5. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH PIPELINE ROUTE. SAND RAMPS SHALL VERTICAL DATUM IS NAVD 88. IMAGERY DATED FEBRUARY 2016 4. EXISTING BEACH SURVEYS WAS CONDUCTED BY TI COASTAL IN JULY AND SEPTEMBER 2019. HORIZONTAL DATUM IS NAD 83 AND DURING PLACEMENT. 3. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT CONSTRUCTION BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT. PLACED AT THE TIME OF CONSTRUCTION. THE SEAWARD EDGE OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING 2. THE SEAWARD EDGE OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE AS NOTED BY THE TYPICAL SECTIONS AND/OR AS DIRECTED BY THE CONTRACTING OFFICER. POSSIBLE, TO POINT OF INTERSECTION WITH THE EXISTING GROUND AT ELEVATION 6.0' NAVD 88 EXCEPT AT LOCATIONS SHALL BE USED. THE CONTRACTOR SHALL EXTEND +6.0' NAVD 88 BERM CREST HORIZONTALLY LANDWARD, WHERE GROUND AT THE CONSTRUCTION EASEMENT LINE IS BELOW THE 14.0' NAVD 88, A 5H:1V LANDWARD BACKSLOPE EXISTING GROUND AT ELEVATION 14.0' NAVD 88 WITHIN THE CONSTRUCTION EASEMENT LINE. WHERE THE EXISTING 1. THE CONTRACTOR SHALL EXTEND THE 14.0' NAVD 88 DUNE CREST HORIZONTALLY LANDWARD TO TIE-IN WITH THE NOTES: N. Permuda Wynd Dr. Island Dr. Ocean Dr. Island Dr. Ocean Dr. Island Dr Green StCarver StOld Village LnOcean DrGray StGray St600+00605+00610+00615+00620+00625+00PI 603+07.20 PI 613+45.86 PI 623+45.27N 260,000 N 260,50 0 N 26 1,000 E 2,452,500E 2,453,000E 2,453,500E 2,454,000NT43 NT40 NT50 NT54 NT55 NT44 NT51 NT52 NT53 BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 88 5H:1V5H:1V300'300'25'25'(CONSTRUCTION ACCESS) BEACH ACCESS EMERGENCY VEHICLE BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 88 5H:1V5H:1V300'300'25'25'SLOPE(ASSUMED15H:1VNT45 NT46 NT47 NT48 NT49 NT56 NT57 NT58PI 604+07.03 0000000 0000000000 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020555555 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P I 62 0+00 .0010 101010 5 EXISTING BEACH ACCESS LOCATIONS EXISTING PROJECT BASELINE LEGEND PI 594+00.00 DUNE BASELINE (LEFT EDGE) EXISTING PROPERTY LINE CONSTRUCTION EASEMENT LINE PL BEACH FILL DUNE PORTION (NEW WORK) BEACH FILL (NEW WORK) -10 -10-10 -10 -10 -10 -10-10-10-10-10 -10 -10-10-10 -10 63 64 -5 -5 -5 -5 -5 -5 -5 -5 -5 -5 STA. 620+50 TO 649+00GENERAL & LAYOUT PLANSCNTBeachGenPlan15.DGNMATCHLINE STA. 649+00 DUNE BASELINE PLATE C-016MATCHLINE STA. 620+50 DUNE BASELINE PLATE C-014643+55.29 261931.4400 2456161.4700 633+56.00 261378.0100 2455329.4300 STATION NORTHING EASTING BASELINE COORDINATES C-015 200100 500 SCALE: 1" = 100' NT68 261995.1349 2456560.7430 NT67 261943.9700 2456486.6634 NT66 261691.9521 2456121.7769 NT65 261593.7026 2455987.1966 NT64 261281.5351 2455531.8084 NT63 260946.7353 2455075.4104 NT62 260984.3063 2455047.5948 NT61 260970.2739 2455034.1412 NT60 260935.0115 2455059.5354 NT59 260708.5787 2454753.7689 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES 646+68.79 262173.2192 2456925.8689 629+99.71 261223.1118 2455553.6047 621+00.00 260690.8888 2454828.1956 STATION NORTHING EASTING DUNE BASELINE COORDINATES RAMPS AND PUBLIC ACCESS WAYS. PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN SHALL INCLUDE A MOVEABLE SAFETY FENCE AT THESE LIMITS TO EXTEND FROM THE DUNE TO THE WATERS EDGE, CLOSURE OF ANY THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1000' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES 8. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS. DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL 7. THE CONTRACTOR SHALL CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY DUE TO CONSTRUCTION. PROTECT ALL EXISTING STRUCTURES ON THE BEACH, ACCESS RAMPS, SIGNAGE, FENCES, ETC., FROM DAMAGE 6. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL BE PLACED AT EACH BEACH ACCESS AS A MINIMUM BUT IN NO CASE SHALL THE DISTANCE BETWEEN RAMPS EXCEED 400 FEET. 5. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH PIPELINE ROUTE. SAND RAMPS SHALL VERTICAL DATUM IS NAVD 88. IMAGERY DATED FEBRUARY 2016 4. EXISTING BEACH SURVEYS WAS CONDUCTED BY TI COASTAL IN JULY AND SEPTEMBER 2019. HORIZONTAL DATUM IS NAD 83 AND DURING PLACEMENT. 3. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT CONSTRUCTION BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT. PLACED AT THE TIME OF CONSTRUCTION. THE SEAWARD EDGE OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING 2. THE SEAWARD EDGE OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE AS NOTED BY THE TYPICAL SECTIONS AND/OR AS DIRECTED BY THE CONTRACTING OFFICER. POSSIBLE, TO POINT OF INTERSECTION WITH THE EXISTING GROUND AT ELEVATION 6.0' NAVD 88 EXCEPT AT LOCATIONS SHALL BE USED. THE CONTRACTOR SHALL EXTEND +6.0' NAVD 88 BERM CREST HORIZONTALLY LANDWARD, WHERE GROUND AT THE CONSTRUCTION EASEMENT LINE IS BELOW THE 14.0' NAVD 88, A 5H:1V LANDWARD BACKSLOPE EXISTING GROUND AT ELEVATION 14.0' NAVD 88 WITHIN THE CONSTRUCTION EASEMENT LINE. WHERE THE EXISTING 1. THE CONTRACTOR SHALL EXTEND THE 14.0' NAVD 88 DUNE CREST HORIZONTALLY LANDWARD TO TIE-IN WITH THE NOTES: Island Dr Island Dr Ocean DrChestnut AvePorto Vista DrOcean Vista Dr Lanterna LnSummer Pl 625+00630+00635+00640+00645+00650+00PI 633+56.00 PI 643+55.29 PI 653+53.08N 26 1,50 0 N 262,000 N 262,500E 2,454,500E 2,455,000E 2,455,500E 2,456,000E 2,456,500NT59 NT64 NT65 NT66 NT67 NT68 NT60 NT63 NT61 NT62 BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 88 5H:1V5H:1V300'300'25'25'BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 88 5H:1V5H:1V300'300'25'25'SLOPE(ASSUMED15H:1VSLOPE(ASSUMED15H:1VPI 629+99.71 PI 646+68.79 STAGING AREA STAGING AREA 0 00000000000 000000 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHXXX J. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020PI 621+00.00 5 5 5 5 5 5 5 55 5 5 5 5 5 5 5 5 5 5 N10 101010 10 10 10 101010101010101010 5 EXISTING BEACH ACCESS LOCATIONS EXISTING PROJECT BASELINE LEGEND1515151515 DUNE BASELINE (LEFT EDGE) EXISTING PROPERTY LINE CONSTRUCTION EASEMENT LINE PL BEACH FILL DUNE PORTION (NEW WORK) BEACH FILL (NEW WORK) -10 -10 -10-10-10-10-10-10-10-10-10-10-10-10 -10 -10 -10 -10 -10 83 65 66 67 -5 -5 -5 -5 -5 -5 -5 -5 -5 STA. 649+00 TO 677+50GENERAL & LAYOUT PLANSCNTBeachGenPlan16.DGNMATCHLINE STA. 677+50 DUNE BASELINE PLATE C-017MATCHLINE STA. 649+00 DUNE BASELINE PLATE C-015673+59.28 263529.1800 2458686.1300 663+52.92 263114.5100 2457769.1800 653+53.08 262490.8000 2456987.7200 STATION NORTHING EASTING BASELINE COORDINATES C-016 200100 500 SCALE: 1" = 100'NNT92 263615.9794 2459023.1771 NT91 263613.2767 2459018.7597 NT90 263678.4203 2458978.2824 NT89 263666.1563 2458957.9879 NT88 263600.8875 2458998.5106 NT87 263436.5622 2458729.9357 NT86 263428.0550 2458735.1920 NT85 263396.0911 2458682.9498 NT84 263404.5429 2458677.6028 NT83 263306.9207 2458527.3272 NT82 263399.6489 2458469.3319 NT81 263389.7743 2458450.5819 NT80 263295.3335 2458509.5907 NT79 263131.8120 2458259.2871 NT78 263250.3997 2458185.3323 NT77 263240.3370 2458166.3324 NT76 263120.2416 2458241.5761 NT75 263067.2934 2458160.5280 NT74 262816.1027 2457772.6633 NT73 263004.6188 2457655.3335 NT72 262991.2436 2457640.3335 NT71 262805.0974 2457755.6701 NT70 262682.5936 2457566.1211 NT69 262400.5730 2457150.8036 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES 677+00.00 263823.1790 2459468.4038 664+04.63 263133.6512 2458371.8062 650+00.00 262356.4774 2457201.7654 STATION NORTHING EASTING DUNE BASELINE COORDINATES RAMPS AND PUBLIC ACCESS WAYS. PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN SHALL INCLUDE A MOVEABLE SAFETY FENCE AT THESE LIMITS TO EXTEND FROM THE DUNE TO THE WATERS EDGE, CLOSURE OF ANY THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1000' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES 8. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS. DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL 7. THE CONTRACTOR SHALL CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY DUE TO CONSTRUCTION. PROTECT ALL EXISTING STRUCTURES ON THE BEACH, ACCESS RAMPS, SIGNAGE, FENCES, ETC., FROM DAMAGE 6. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL BE PLACED AT EACH BEACH ACCESS AS A MINIMUM BUT IN NO CASE SHALL THE DISTANCE BETWEEN RAMPS EXCEED 400 FEET. 5. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH PIPELINE ROUTE. SAND RAMPS SHALL VERTICAL DATUM IS NAVD 88. IMAGERY DATED FEBRUARY 2016 4. EXISTING BEACH SURVEYS WAS CONDUCTED BY TI COASTAL IN JULY AND SEPTEMBER 2019. HORIZONTAL DATUM IS NAD 83 AND DURING PLACEMENT. 3. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT CONSTRUCTION BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT. PLACED AT THE TIME OF CONSTRUCTION. THE SEAWARD EDGE OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING 2. THE SEAWARD EDGE OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE AS NOTED BY THE TYPICAL SECTIONS AND/OR AS DIRECTED BY THE CONTRACTING OFFICER. POSSIBLE, TO POINT OF INTERSECTION WITH THE EXISTING GROUND AT ELEVATION 6.0' NAVD 88 EXCEPT AT LOCATIONS SHALL BE USED. THE CONTRACTOR SHALL EXTEND +6.0' NAVD 88 BERM CREST HORIZONTALLY LANDWARD, WHERE GROUND AT THE CONSTRUCTION EASEMENT LINE IS BELOW THE 14.0' NAVD 88, A 5H:1V LANDWARD BACKSLOPE EXISTING GROUND AT ELEVATION 14.0' NAVD 88 WITHIN THE CONSTRUCTION EASEMENT LINE. WHERE THE EXISTING 1. THE CONTRACTOR SHALL EXTEND THE 14.0' NAVD 88 DUNE CREST HORIZONTALLY LANDWARD TO TIE-IN WITH THE NOTES:24th AVE22th AVE17th AVE18th AVE20th Ave21ST Ave23rd AveIsland Dr Island Dr Island Dr Ernest DrTop sa il Rd655+00660+00665+00670+00675+00680+00PI 653+53.08 PI 663+52.92 PI 673+59.28N 26 3,00 0 N 26 3,50 0 N 26 4,00 0 E 2,457,000E 2,457,500E 2,458,000E 2,458,500E 2,459,000NT70 NT71 NT60 NT61 NT75 NT76 NT79 NT77 NT78 NT80 NT83 NT81 NT82 NT84 NT88 NT91 NT89 NT90 NT92 NT69 NT74 NT72 NT73 BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 885H:1V5H:1V300'300'25'25'BERM +6.0' NAVD 88 5H:1V5H:1V300'300'25'25'SLOPE(ASSUMED15H:1VSLOPE(ASSUMED15H:1VNT85 NT86 NT87 PI 664+04.63 000000000000000000 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020P I 677 + 00 .00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 10 10 101010 101010 1010101010 10 10 10 PI 650+00.00 5 EXISTING BEACH ACCESS LOCATIONS EXISTING PROJECT BASELINE LEGEND DUNE BASELINE (LEFT EDGE) EXISTING PROPERTY LINE CONSTRUCTION EASEMENT LINE PL BEACH FILL DUNE PORTION (NEW WORK) BEACH FILL (NEW WORK) 200100 500 SCALE: 1" = 100' -10 -10-10-10 -10 -10-10-10-10-10-10-10-10-10 -10-10 -10 -10 -10 -10 68 69 70 71 72 73 74 81 75 76 77 -5 -5 -5 -5 -5 -5 -5 -5 -5 STA. 677+50 TO 704+50GENERAL & LAYOUT PLANSCNTBeachGenPlan17.DGNMATCHLINE STA. 677+50 DUNE BASELINE PLATE C-016703+50.83 265084.7900 2461240.9900 693+51.77 264554.3400 2460394.3900 683+58.23 264029.9800 2459550.4800 STATION NORTHING EASTING BASELINE COORDINATES 5 EXISTING BEACH ACCESS LOCATIONS EXISTING PROJECT BASELINE LEGEND C-017 NT115 264452.0618 2460228.6651 NT114 264410.4701 2460254.4867 NT113 264350.6843 2460165.2594 NT112 264342.2089 2460170.5674 NT111 264310.6324 2460121.0123 NT110 264319.0995 2460115.6913 NT109 264287.8424 2460066.6374 NT108 264332.7792 2460038.4084 NT107 264322.0621 2460019.4809 NT106 264276.0808 2460048.1791 NT105 264244.1423 2459998.0559 NT104 264235.7225 2460003.4512 NT103 264204.4782 2459954.4174 NT102 264212.9807 2459949.1520 NT101 264149.1606 2459848.9949 NT100 264197.1163 2459817.8379 NT99 264185.0996 2459798.1390 NT98 264136.9855 2459829.8877 NT97 264110.0311 2459787.5863 NT96 264011.1592 2459639.1028 NT95 264064.5453 2459606.4323 NT94 264054.9903 2459591.8425 NT93 264001.4141 2459624.7586 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES NT138 265092.4611 2461250.9967 NT137 265052.1246 2461276.9110 NT136 264937.4991 2461095.0902 NT135 264977.4771 2461069.8432 NT134 264964.7727 2461047.9926 NT133 264924.3470 2461074.2280 NT132 264810.5042 2460893.6489 NT131 264854.1319 2460866.8431 NT130 264839.6396 2460842.9854 NT129 264795.9200 2460870.5151 NT128 264739.2156 2460780.5736 NT127 264730.7934 2460785.9690 NT126 264702.9133 2460740.4116 NT125 264711.4479 2460735.2000 NT124 264609.3324 2460568.3384 NT123 264600.8768 2460573.6792 NT122 264545.2843 2460482.8384 NT121 264592.6402 2460451.9294 NT120 264580.6160 2460431.6717 NT119 264541.0409 2460456.7468 NT118 264488.3808 2460370.6978 NT117 264424.5854 2460275.5409 NT116 264466.6775 2460249.2344 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES NT148 265320.5668 2461702.7181 NT147 265361.7389 2461677.3516 NT146 265348.9402 2461657.2017 NT145 265307.8018 2461682.4700 NT144 265191.4143 2461497.8544 NT143 265232.1409 2461472.7551 NT142 265218.3379 2461451.8085 NT141 265178.4555 2461477.2989 NT140 265064.8792 2461297.1424 NT139 265105.6602 2461271.1458 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES 704+00.00 265260.3976 2461754.0991 678+00.00 263876.4094 2459553.0592 STATION NORTHING EASTING DUNE BASELINE COORDINATES RAMPS AND PUBLIC ACCESS WAYS. PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN SHALL INCLUDE A MOVEABLE SAFETY FENCE AT THESE LIMITS TO EXTEND FROM THE DUNE TO THE WATERS EDGE, CLOSURE OF ANY THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1000' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES 8. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS. DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL 7. THE CONTRACTOR SHALL CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY DUE TO CONSTRUCTION. PROTECT ALL EXISTING STRUCTURES ON THE BEACH, ACCESS RAMPS, SIGNAGE, FENCES, ETC., FROM DAMAGE 6. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL BE PLACED AT EACH BEACH ACCESS AS A MINIMUM BUT IN NO CASE SHALL THE DISTANCE BETWEEN RAMPS EXCEED 400 FEET. 5. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH PIPELINE ROUTE. SAND RAMPS SHALL VERTICAL DATUM IS NAVD 88. IMAGERY DATED FEBRUARY 2016 4. EXISTING BEACH SURVEYS WAS CONDUCTED BY TI COASTAL IN JULY AND SEPTEMBER 2019. HORIZONTAL DATUM IS NAD 83 AND DURING PLACEMENT. 3. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT CONSTRUCTION BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT. PLACED AT THE TIME OF CONSTRUCTION. THE SEAWARD EDGE OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING 2. THE SEAWARD EDGE OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE AS NOTED BY THE TYPICAL SECTIONS AND/OR AS DIRECTED BY THE CONTRACTING OFFICER. POSSIBLE, TO POINT OF INTERSECTION WITH THE EXISTING GROUND AT ELEVATION 6.0' NAVD 88 EXCEPT AT LOCATIONS SHALL BE USED. THE CONTRACTOR SHALL EXTEND +6.0' NAVD 88 BERM CREST HORIZONTALLY LANDWARD, WHERE GROUND AT THE CONSTRUCTION EASEMENT LINE IS BELOW THE 14.0' NAVD 88, A 5H:1V LANDWARD BACKSLOPE EXISTING GROUND AT ELEVATION 14.0' NAVD 88 WITHIN THE CONSTRUCTION EASEMENT LINE. WHERE THE EXISTING 1. THE CONTRACTOR SHALL EXTEND THE 14.0' NAVD 88 DUNE CREST HORIZONTALLY LANDWARD TO TIE-IN WITH THE NOTES:16th AVE15th AVETopsail Rd Topsail Rd 5th Ave7th Ave6th Ave8th Ave9th Ave10th Ave11th Ave12th Ave13th Ave14th Ave15th AveIsland Dr Island Dr Island Dr 685+00690+00695+00700+00705+00PI 683+58.23 PI 693+51.77 PI 703+50.83N 264,50 0 N 265,000 N 26 5,50 0 E 2,459,500E 2,460,000E 2,460,500E 2,461,000NT93 NT96 NT94 NT95 NT97 NT98 NT122 NT128 NT130 NT131 NT129 NT132 NT133 NT134 NT135 NT136 NT137 NT138 NT139 NT140 NT141 NT142 NT143 NT144 NT145 NT146 NT147 NT148 BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 885H:1V5H:1V300'300'25'25'BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 885H:1V5H:1V300'300'25'25'SLOPE(ASSUMED15H:1VSLOPE(ASSUMED15H:1VNT102 NT103 NT104 NT105 NT111 NT112 NT110 NT123 NT124 NT125 NT126 NT127 NT101 NT100 NT106 NT107 NT108 NT109 NT113 NT114 NT115 NT116 NT117 NT118 NT119 NT120 NT121 00000000000000000 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECH3 LINESDRAWING TITLEJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020NT99 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MATCHLINE STA. 704+50 DUNE BASELINE PLATE C-018N10 10 10 101010 1010101010 10 10 P I 704 + 00 .00 DUNE BASELINE (LEFT EDGE) EXISTING PROPERTY LINE CONSTRUCTION EASEMENT LINE PL BEACH FILL DUNE PORTION (NEW WORK) BEACH FILL (NEW WORK) PI 678+00.00 15151515 -10 -10-10 -10 -10-10 -10-10-10-10-10 -10-10-10-10-10-10 -10-10 -10-10 78 82 79 -5 -5 -5 -5 -5 -5 -5 -5 -5 STA. 704+50 TO 731+25GENERAL & LAYOUT PLANSCNTBeachGenPlan18.DGNMATCHLINE STA. 731+25 DUNE BASELINE PLATE C-019733+82.10 266904.0000 2463637.5200 723+83.72 266381.6100 2462786.7200 713+49.88 265626.8500 2462080.2000 STATION NORTHING EASTING BASELINE COORDINATES C-018 200100 500 SCALE: 1" = 100' RAMPS AND PUBLIC ACCESS WAYS. PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN SHALL INCLUDE A MOVEABLE SAFETY FENCE AT THESE LIMITS TO EXTEND FROM THE DUNE TO THE WATERS EDGE, CLOSURE OF ANY THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1000' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES 8. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS. DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL 7. THE CONTRACTOR SHALL CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY NOTES CONTINUED: NT155 265691.4421 2462291.0063 NT154 265575.6860 2462107.3923 NT153 265631.2966 2462074.4028 NT152 265618.5138 2462051.8564 NT151 265553.1166 2462090.3436 NT150 265497.5844 2462002.2575 NT149 265506.0016 2461996.8578 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES NT161 266666.6195 2463840.1384 NT160 266188.3645 2463072.9306 NT159 265800.3895 2462463.8205 NT158 265704.6446 2462311.9484 NT157 265761.4681 2462275.9313 NT156 265747.6924 2462255.6246 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES 730+00.00 266648.4528 2463952.5734 713+58.21 265770.4542 2462565.2726 705+00.00 265313.6279 2461838.7544 STATION NORTHING EASTING DUNE BASELINE COORDINATES DUE TO CONSTRUCTION. PROTECT ALL EXISTING STRUCTURES ON THE BEACH, ACCESS RAMPS, SIGNAGE, FENCES, ETC., FROM DAMAGE 6. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL BE PLACED AT EACH BEACH ACCESS AS A MINIMUM BUT IN NO CASE SHALL THE DISTANCE BETWEEN RAMPS EXCEED 400 FEET. 5. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH PIPELINE ROUTE. SAND RAMPS SHALL VERTICAL DATUM IS NAVD 88. IMAGERY DATED FEBRUARY 2016 4. EXISTING BEACH SURVEYS WAS CONDUCTED BY TI COASTAL IN JULY AND SEPTEMBER 2019. HORIZONTAL DATUM IS NAD 83 AND DURING PLACEMENT. 3. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT CONSTRUCTION BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT. PLACED AT THE TIME OF CONSTRUCTION. THE SEAWARD EDGE OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING 2. THE SEAWARD EDGE OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE AS NOTED BY THE TYPICAL SECTIONS AND/OR AS DIRECTED BY THE CONTRACTING OFFICER. POSSIBLE, TO POINT OF INTERSECTION WITH THE EXISTING GROUND AT ELEVATION 6.0' NAVD 88 EXCEPT AT LOCATIONS SHALL BE USED. THE CONTRACTOR SHALL EXTEND +6.0' NAVD 88 BERM CREST HORIZONTALLY LANDWARD, WHERE GROUND AT THE CONSTRUCTION EASEMENT LINE IS BELOW THE 14.0' NAVD 88, A 5H:1V LANDWARD BACKSLOPE EXISTING GROUND AT ELEVATION 14.0' NAVD 88 WITHIN THE CONSTRUCTION EASEMENT LINE. WHERE THE EXISTING 1. THE CONTRACTOR SHALL EXTEND THE 14.0' NAVD 88 DUNE CREST HORIZONTALLY LANDWARD TO TIE-IN WITH THE NOTES: Topsail Rd 2nd Ave3rd Ave4th AveTopsail Rd Island Dr Island Dr Her on Cay Ct Cal i nda Cay Ct 710+00715+00720+00725+00730+00735+00PI 713+49.88 PI 723+83.72 PI 733+82.10N 2 6 6, 0 0 0 N 2 6 6, 5 0 0 N 2 6 7, 0 0 0 E 2,461,500E 2,462,000E 2,462,500E 2,463,000E 2,463,500NT151 NT152 NT153 NT154 NT155 NT156 NT157 NT158 NT159 NT160 NT161 BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 88 5H:1V5H:1V300'300'25'25'BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 88 5H:1V5H:1V300'300'25'25'SLOPE(ASSUMED15H:1VSLOPE(ASSUMED15H:1VNT149 NT150 PI 713+58.21 00000000000000000 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 20205 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MATCHLINE STA. 704+50 DUNE BASELINE PLATE C-017N1010 10 1010 10 10101010PI 705+00.00 PI 730+00.00151515151515 5 EXISTING BEACH ACCESS LOCATIONS EXISTING PROJECT BASELINE LEGEND DUNE BASELINE (LEFT EDGE) EXISTING PROPERTY LINE CONSTRUCTION EASEMENT LINE PL BEACH FILL DUNE PORTION (NEW WORK) BEACH FILL (NEW WORK) -10 -10-10-10-10-10-10-10-10-10 -10-10-10-10 -10 80 -5 -5 -5 -5 -5 -5 -5 -5 -5 STA. 731+25 TO 753+67.53GENERAL & LAYOUT PLAN25 SCNTBeachGenPlan19.DGNMATCHLINE STA. 731+25 DUNE BASELINE PLATE C-018773+78.20 268875.9400 2467113.1600 763+79.06 268380.6400 2466245.4300 753+79.99 267893.4300 2465373.2000 743+81.09 267398.7000 2464505.4200 STATION NORTHING EASTING BASELINE COORDINATES C-019 200100 500 SCALE: 1" = 100' NT170 267938.0824 2465933.3553 NT169 267707.4709 2465508.0788 NT168 267660.6944 2465431.7501 NT167 267718.9801 2465397.6291 NT166 267714.8783 2465387.9748 NT165 267654.8596 2465422.2290 NT164 267326.0649 2464885.7099 NT163 267190.9338 2464644.3518 NT162 266946.8000 2464293.2445 PI NORTHING EASTING CONSTRUCTION LIMIT COORDINATES 753+67.53 267901.7283 2465960.9890 748+19.85 267621.6750 2465490.3343 732+00.00 266755.4088 2464121.5716 STATION NORTHING EASTING DUNE BASELINE COORDINATES RAMPS AND PUBLIC ACCESS WAYS. PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN SHALL INCLUDE A MOVEABLE SAFETY FENCE AT THESE LIMITS TO EXTEND FROM THE DUNE TO THE WATERS EDGE, CLOSURE OF ANY THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1000' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES 8. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS. DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL 7. THE CONTRACTOR SHALL CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY DUE TO CONSTRUCTION. PROTECT ALL EXISTING STRUCTURES ON THE BEACH, ACCESS RAMPS, SIGNAGE, FENCES, ETC., FROM DAMAGE 6. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL BE PLACED AT EACH BEACH ACCESS AS A MINIMUM BUT IN NO CASE SHALL THE DISTANCE BETWEEN RAMPS EXCEED 400 FEET. 5. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH PIPELINE ROUTE. SAND RAMPS SHALL VERTICAL DATUM IS NAVD 88. IMAGERY DATED FEBRUARY 2016 4. EXISTING BEACH SURVEYS WAS CONDUCTED BY TI COASTAL IN JULY AND SEPTEMBER 2019. HORIZONTAL DATUM IS NAD 83 AND DURING PLACEMENT. 3. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT CONSTRUCTION BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT. PLACED AT THE TIME OF CONSTRUCTION. THE SEAWARD EDGE OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING 2. THE SEAWARD EDGE OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE AS NOTED BY THE TYPICAL SECTIONS AND/OR AS DIRECTED BY THE CONTRACTING OFFICER. POSSIBLE, TO POINT OF INTERSECTION WITH THE EXISTING GROUND AT ELEVATION 6.0' NAVD 88 EXCEPT AT LOCATIONS SHALL BE USED. THE CONTRACTOR SHALL EXTEND +6.0' NAVD 88 BERM CREST HORIZONTALLY LANDWARD, WHERE GROUND AT THE CONSTRUCTION EASEMENT LINE IS BELOW THE 14.0' NAVD 88, A 5H:1V LANDWARD BACKSLOPE EXISTING GROUND AT ELEVATION 14.0' NAVD 88 WITHIN THE CONSTRUCTION EASEMENT LINE. WHERE THE EXISTING 1. THE CONTRACTOR SHALL EXTEND THE 14.0' NAVD 88 DUNE CREST HORIZONTALLY LANDWARD TO TIE-IN WITH THE NOTES: CBRA ZONECBRA ZONECBRA ZONEIsland Dr Island Dr Island Dr Myrtle Dr740+00745+00750+00755+00760+00PI 743+81.09 PI 753+79.99 PI 7 6 3 +7 9. 0 6Sea Oats CtN 2 6 7, 5 0 0 N 2 6 8. 0 0 0 N 2 6 8. 5 0 0 E 2,464,000E 2,464,500E 2,465,000E 2,465,500E 2,466,000NT162 NT165 NT166 NT167 NT168 NT169 NT170 NT164 BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 88 5H:1V 300'25'BERM +6.0' NAVD 88 TOP OF DUNE +14.0' NAVD 88 5H:1V 300'25'SLOPE(ASSUMED15H:1VPI 748+19.85 000000000000000000 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 20205 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 55555555555 5 5 5555555555 NT163 TRANSITION 10 1010101010101 0 10 10 10 10 10 5 EXISTING BEACH ACCESS LOCATIONS EXISTING PROJECT BASELINE LEGEND PI 753+67.53 PI 732+00.00 ELEV. +14.0 NAVD 88END DUNESTA 738+62.50 ELEV. +6.0 NAVD 88END BERMSTA 753+67.53 1515151515 15 15 15 1515 DUNE BASELINE (LEFT EDGE) EXISTING PROPERTY LINE CONSTRUCTION EASEMENT LINE PL BEACH FILL DUNE PORTION (NEW WORK) BEACH FILL (NEW WORK)N (SEE NOTE 2) CONSTRUCTION ASSUMED SLOPE DURING (SEE NOTE 2) CONSTRUCTION ASSUMED SLOPE DURING STATION NORTH TRANSITION BERM RT. EDGE DIST. TO TABLE 1 243+00.00 242+00.00 241+00.00 240+00.00 239+00.00 238+00.00 237+00.00 236+00.00 235+00.00 234+81.77 365.0 317.4 269.8 222.2 174.7 127.1 79.5 31.9 -15.7 -24.4 TABLE 1 BERM RT. EDGE DIST. TO STATION SOUTH TRANSITION FROM DUNE BASELINE OFFSET DISTANCES TRANSITION BERM FROM DUNE BASELINE OFFSET DISTANCES TRANSITION BERM 753+67.53 753+00.00 752+00.00 751+00.00 750+00.00 749+00.00 748+00.00 747+00.00 746+00.00 745+00.00 744+00.00 743+00.00 742+00.00 741+00.00 740+00.00 739+00.00 738+48.07 -26.1 -6.6 21.1 48.7 76.4 104.0 130.2 154.9 179.6 204.3 229.1 253.8 278.5 303.2 327.9 352.6 365 SCNTBeachTyp.dgn FOR MEASUREMENT AND PAYMENT AND ALLOWABLE TOLERANCE. ASSUMMED SEAWARD SLOPE AND PRE-CONSTRUCTION SURVEYED CONDITION. SEE SPECIFICATION SECTION 35 20 23 SLOPES (LANDWARD, INTERMEDIATE, AND ASSUMED SEAWARD SLOPE) TO INTERSECTION OF THE LANDWARD AND LEVEL CONDITIONS. FOR PAYMENT PURPOSES, THE TOLERANCE LINE SHALL EXTEND THE ENTIRE DUNE, BERM AND MATERIAL WILL BE ALLOWED TO ASSUME ITS NATURAL SLOPE RESULTING FROM THE EFFECTS OF WAVE AND WATER SHALL BE PERMITTED IN THE FINISHED SURFACE. BELOW THE MEAN HIGH WATER LINE (+1.40' NAVD88) THE FILL 7. A VERTICAL TOLERANCE OF +/- 0.5' ABOVE AND BELOW THE PRESCRIBED BERM AND DUNE GRADE AND SLOPES, LINE HIGH WATER (ELEV. +1.4 FT NAVD 88). THE ENTIRE LENGTH OF THE BEACH FILL AREA FROM THE SEAWARD TOE OF THE CONCSTRUCTION BERM TO MEAN SHALL TILL ANY FILL AREAS IDENTIFIED BY THE CONTRACTING OFFICER. BEACH TILLING LIMITS SHALL BE ALONG 6. AS AN OPTION TO THE CONTRACT AND AT THE DIRECTION OF THE CONTRACTING OFFICER , THE CONTRACTOR CONSTRUCTION EASEMENT LINE IS BELOW THE 14.0' NAVD 88, A 5H:1V LANDWARD BACKSLOPE SHALL BE USED. ELEVATION 14.0' NAVD 88 WITHIN THE CONSTRUCTION EASEMENT LINE. WHERE THE EXISTING GROUND AT THE 5. EXTEND THE 14.0' NAVD 88 DUNE CREST HORIZONTALLY LANDWARD TO TIE-IN WITH THE EXISTING GROUND AT 4. SEE SHEETS C-302- C-342 FOR CROSS SECTIONS. DATUM IS NAVD 88. 3. EXISTING BEACH SURVEY BY GEODYNAMICS IN SEPTEMBER 2019. HORIZONTAL DATUM IS NAD 83 AND VERTICAL DURING PLACEMENT. 2. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT CONSTRUCTION BERM WOULD BE DONE BY THE CONTRACTING OFFICER REPRESENTATIVE. MATERIAL IS DISTRIBUTED ALONG THE PROJECT SHORELINE. ANY ADJUSTMENT TO THE WIDTH OF THE WILL BE USED TO ADJUST THE WIDTH OF THE CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. PROFILE SURVEYS OF THE IN-PLACE FILL 1. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING PLACEMENT AND NOTES: TYPICAL SECTIONS C-301 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 TOLERANCE PLUS 5 H:1 V5H:1VDUNEEDGELEFT14.0' NAVD 88 80'25' 15 H:1 V6.0' NAVD 88 VARIES DIST. EASEMENT CONSTRUCTION TOLERANCE PLUS INTERCEPT SLOPE GROUND EXISTING INTERCEPT SLOPE 0.5' CONSTRUCTION BERM (SEE NOTE 1) 300' 15 H:1 V6.0' NAVD 88 TOLERANCE PLUS INTERCEPT SLOPE INTERCEPT SLOPE SEE TABLE 1 DISTANCE VARIES DISTANCE VARIES EASEMENT CONSTRUCTION VARIES DISTANCE BERMRIGHT EDGEDUNE BASELINE BASELINE DUNE C-301 2 TYPICAL SECTION TRANSITION BERM TYPICAL SECTION BERM AND DUNE (14.0' NAVD 88) C-301 1 - NOT TO SCALE STATIONS 237+56.07 TO 738+62.46 NOT TO SCALE STATIONS 738+62.46 TO 753+67.53 NORTH TRANSITION STATIONS 234+81.17 TO 243+00.00 SOUTH TRANSITION FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020TOLERANCE MINUS TOLERANCE MINUS TOLERANCE MINUS GROUND EXISTING DUNE 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 234+81.7706 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 30 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 30 -5 -10 -15 -20 0 5 10 15 20 25 30 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 30 -5 -10 -15 -20 0 5 10 15 20 25 30 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 30 -5 -10 -15 -20 244+00 238+00 242+00 236+00 240+00 SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 Bogue_CrossSection.dgn ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 VSEPTEMBER 2019 (TYP.) EXISTING BEACH PROFILE BEACH FILL (TYP.) (TYP.) EASEMENT CONSTRUCTION (TYP.) BASELINE DUNE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-302 STA. 234+81.77 TO STA. 244+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 5H:1V5H:1V5 H:1 V5 H:1 VEL. +14.0 EL. +14.0 TOLERANCE (TYP.) MAXIMUM ALLOWABLE TOLERANCE (TYP.) MAXIMUM ALLOWABLE 25' 25' 25' EL. +14.0 5H:1V5 H:1 VTOLERANCE (TYP.) MAXIMUM ALLOWABLE 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 25 30 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 30 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20250+00 256+00 248+00 254+00 246+00 252+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-303 STA. 246+00 TO STA. 256+00CROSS SECTIONS15 H:1 V25' EL. +14.0 EL. +6.0 TOLERANCE (TYP.) MAXIMUM ALLOWABLE5H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 VTOLERANCE (TYP.) MAXIMUM ALLOWABLE (TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 262+00 268+00 260+00 266+00 258+00 264+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-304 STA. 258+00 TO STA. 268+00CROSS SECTIONS15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 VTOLERANCE (TYP.) MAXIMUM ALLOWABLE (TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 274+00 280+00 272+00 278+00 270+00 276+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-305 STA. 270+00 TO STA. 280+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V0 5 10 15 20 25 -5 0 5 10 15 20 25 -5 ELEVATION IN FEET15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 292+00 286+00 284+00 290+00 282+00 288+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-306 STA. 282+00 TO STA. 292+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V5 10 15 20 5 10 15 20 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V5 10 15 20 5 10 15 20 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 298+00 304+00 296+00 302+00 294+00 300+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-307 STA. 294+00 TO STA. 304+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20310+00 316+00 308+00 314+00 306+00 312+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-308 STA. 306+00 TO STA. 316+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 322+00 328+00 326+00 320+00 318+00 324+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-309 STA. 318+00 TO STA. 328+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 334+00 340+00 332+00 338+00 330+00 336+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-310 STA. 330+00 TO STA. 340+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 346+00 352+00 344+00 350+00 342+00 348+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-311 STA. 342+00 TO STA. 352+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20358+00 364+00 356+00 362+00 354+00 360+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-312 STA. 354+00 TO STA. 364+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 30 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 30 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 370+00 376+00 368+00 374+00 366+00 372+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-313 STA. 366+00 TO STA. 376+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 382+00 388+00 380+00 386+00 378+00 384+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-314 STA. 378+00 TO STA. 388+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 394+00 400+00 392+00 398+00 390+00 396+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-315 STA. 390+00 TO STA. 400+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 412+00 406+00 404+00 410+00 402+00 408+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-316 STA. 402+00 TO STA. 412+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 30 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 30 -5 -10 -15 -20 0 5 10 15 20 25 30 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 30 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20418+00 424+00 416+00 422+00 414+00 420+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-317 STA. 414+00 TO STA. 424+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 30 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 30 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20430+00 436+00 428+00 434+00 426+00 432+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-318 STA. 426+00 TO STA. 436+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 30 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 30 -5 -10 -15 -20 0 5 10 15 20 25 30 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 30 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20442+00 448+00 440+00 446+00 438+00 444+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-319 STA. 438+00 TO STA. 448+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 454+00 460+00 452+00 458+00 450+00 456+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-320 STA. 450+00 TO STA. 460+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 472+00 466+00 470+00 464+00 462+00 468+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-321 STA. 462+00 TO STA. 472+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 478+00 484+00 476+00 482+00 474+00 480+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-322 STA. 474+00 TO STA. 484+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20 -25ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 -25 0 5 10 15 20 -5 -10 -15 -20 -25ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 -25 0 5 10 15 20 -5 -10 -15 -20 -25ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 -25 0 5 10 15 20 -5 -10 -15 -20 -25ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 -25 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 496+00 490+00 494+00 488+00 486+00 492+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-323 STA. 486+00 TO STA. 496+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 VSCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20 -25ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 -25 0 5 10 15 20 -5 -10 -15 -20 -25ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 -25 508+00 502+00 500+00 506+00 498+00 504+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-324 STA. 498+00 TO STA. 508+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20 -25ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 -25 0 5 10 15 20 -5 -10 -15 -20 -25ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 -25 0 5 10 15 20 -5 -10 -15 -20 -25ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 -25 0 5 10 15 20 -5 -10 -15 -20 -25ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 -25 0 5 10 15 20 -5 -10 -15 -20 -25ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 -25 0 5 10 15 20 -5 -10 -15 -20 -25ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 -25 514+00 520+00 512+00 518+00 510+00 516+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-325 STA. 510+00 TO STA. 520+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +6.0 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION 15 H:1 VEL. +6.0 15 H:1 VEL. +6.0 25' EL. +14.0 5H:1V5 H:1 V25' EL. +14.0 5H:1V5 H:1 VSCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20 -25ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 -25 0 5 10 15 20 -5 -10 -15 -20 -25ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 -25 0 5 10 15 20 -5 -10 -15 -20 -25ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 -25 0 5 10 15 20 -5 -10 -15 -20 -25ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 -25 0 5 10 15 20 -5 -10 -15 -20 -25ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 -25 0 5 10 15 20 -5 -10 -15 -20 -25ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 -25 526+00 532+00 524+00 530+00 522+00 528+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-326 STA. 522+00 TO STA. 532+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION 15 H:1 VEL. +6.0 15 H:1 VEL. +6.0 25' EL. +14.0 5H:1V5 H:1 V25' EL. +14.0 5H:1V5 H:1 VSCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20 -25ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 -25 0 5 10 15 20 -5 -10 -15 -20 -25ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 -25 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 538+00 544+00 536+00 542+00 534+00 540+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-327 STA. 534+00 TO STA. 544+00CROSS SECTIONS15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 VTOLERANCE (TYP.) MAXIMUM ALLOWABLE SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 550+00 556+00 548+00 554+00 546+00 552+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-328 STA. 546+00 TO STA. 556+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 562+00 568+00 560+00 566+00 558+00 564+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-329 STA. 558+00 TO STA. 568+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 574+00 580+00 572+00 578+00 570+00 576+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-330 STA. 570+00 TO STA. 580+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 586+00 592+00 584+00 590+00 582+00 588+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-331 STA. 582+00 TO STA. 592+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 598+00 604+00 596+00 602+00 594+00 600+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-332 STA. 594+00 TO STA. 604+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 610+00 616+00 608+00 614+00 606+00 612+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-333 STA. 606+00 TO STA. 616+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 622+00 628+00 620+00 626+00 618+00 624+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-334 STA. 618+00 TO STA. 628+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 640+00 634+00 638+00 632+00 630+00 636+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-335 STA. 630+00 TO STA. 640+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 646+00 652+00 644+00 650+00 642+00 648+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-336 STA. 642+00 TO STA. 652+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 658+00 664+00 656+00 662+00 654+00 660+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-337 STA. 654+00 TO STA. 664+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 670+00 676+00 668+00 674+00 666+00 672+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-338 STA. 666+00 TO STA. 676+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 682+00 688+00 680+00 686+00 678+00 684+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-339 STA. 678+00 TO STA. 688+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 694+00 700+00 692+00 698+00 690+00 696+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-340 STA. 690+00 TO STA. 700+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 706+00 712+00 704+00 710+00 702+00 708+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-341 STA. 702+00 TO STA. 712+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 718+00 724+00 716+00 722+00 714+00 720+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-342 STA. 714+00 TO STA. 724+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 730+00 736+00 728+00 734+00 726+00 732+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-343 STA. 726+00 TO STA. 736+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V(TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 748+00 742+00 746+00 740+00 738+00 744+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-344 STA. 738+00 TO STA. 748+00CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 V25' EL. +14.0 EL. +6.05H:1V5 H:1 V15 H:1 VEL. +6.0 15 H:1 VEL. +6.0 15 H:1 VEL. +6.0 15 H:1 VEL. +6.0 15 H:1 VEL. +6.0 (TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 0 5 10 15 20 25 -5 -10 -15 -20 0 5 10 15 20 25 -5 -10 -15 -20ELEVATION IN FEET0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800-50-100 753+37.7635 0 5 10 15 20 25 -5 -10 -15 -20 752+00 750+00 DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE DISTANCE IN FEET FROM DUNE BASELINE C-345 STA. 750+00 TO STA. 753+37.76CROSS SECTIONSTOLERANCE (TYP.) MAXIMUM ALLOWABLE 15 H:1 VEL. +6.0 15 H:1 VEL. +6.0 15 H:1 VEL. +6.0 (TYP.) BASELINE DUNE (TYP.) EASEMENT CONSTRUCTION SCALE 1' = 10' VERTICAL HORIZONTAL 0 0 5 SCALE 1' = 100' 100 20050 ALONG THE PROJECT SHORELINE. CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS. 3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V. 2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS 1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD). NOTES 10 20 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHFEBRUARY 2020 NO PARKING SIGN SOUTH SHORE DRIVE WARNING SIGN RIP CURRENT 6 .4 6 .4 6 .5 13 .0 12 .8 12.8 12 .9 13 .5 13 .0 12 .6 13 .7 13 .5 13 .2 13 .9 14 .5 15 .0 14 .2 15 .9 14 .2 14 .7 14 .6 14 .8 14 .7 16 .8 17 .1 17 .2 16 .3 16 .4 16 .6 16 .8 16 .0 10 .0 10 .0 18 .2 18 .2 18 .5 9 .0 16 .3 16 .6 16 .6 7 .5 7 .4 7 .5 7 .9 PIRATES COVEBEACH ACCESS NO. 29SITE PLAN280+00 SC13 SC14 SC15 SC16 STA 1+04.20 STA 2+15.68 E 2427762.2120 N 239940.8539 PI 2+32.85 PI 279+71.78E 2,427,500N 240,000 E 2,427,600E 2,427,700E 2,427,800E 2,427,900N 240,100 N 240,200 ELEVATION IN FEETPROFILE BEACH ACCESS 29 C-401 0 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -10EL 15.68PVI 0+20.17EL 16.71PVI 0+43.91EL 18.17PVI 0+52.45EL 18.24PVI 1+63.68EL 14.24PVI 1+71.68EL 14.12PVI 1+83.68EL 10.12PVI 1+91.68EL 10.00PVI 2+03.68EL 4.00PVI 2+15.68PVI 1+04.20EL 18.24-15 -15 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20-0+20 6183.029.DGNFILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 202014 .3 SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 10 10 + + + ELOH DNC + MGNL 29001 CONTROL POINT MAG NAIL N=240130.7170 E=2427618.2550 EL=12.79 E 2427608.9491 N 240129.2381 PI -0+10.00 + MGNL + WTRVLV DNCW +SIGN + ELPL + + + + + + + + 15 151515POST + + POST POST + POST + POST 4X4 POST POST + POST POST + POST + + + + 29002 CONTROL POINT MAG NAIL N=240189.0400 E=2427637.8420 EL=12.59 29014 NCGS MONUMENT PENN 13 N=240149.8980 E=2427641.0710 EL=12.87 (MEASURED) 29003 CONTROL POINT MAGNAIL N=240069.1680 E=2427689.9430 EL=17.77 NN NAD 83NC GRIDSHRUBS FENCE CENTER LINE EDGE OF ASPHALT PAVEMENT OVERHEAD ELECTRIC & TELEPHONE LINES WATER METER SURVEY CONTROL POINT UTILITY POLE SIGN POST SPOT ELEVATION LEGEND: 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: W ALKGATE OVER PAGODA TYPE POST C UT L AS S DRIVE 14 STEPS 5 STEPS REG SIGN SURF CITY POST DOG STATION 5' WO O D BO A R D WALK 6.2' WALK SHRUBSWOO D FENCE WO O D FENCE W 7 .9 18 .2 12 .7 SHRUBS SHRUBS 10 .7 10 .7 10 .8 15 .2 15 .8 14 .5 14 .5 11.0 10 .9 10 .8 10 .7 14 .5 13 .8 13 .2 15 .4 4 .6 4 .8 4 .9 12 .9 13 .4 12 .6 14 .6 13 .5 13 .0 11.9 19 .3 18 .6 14 .9 19 .2 17 .8 19 .2 19 .3 19 .0 18 .8 18 .7 17 .6 13 .3 11.2 12 .6 14 4. 13 .3 15.5 16 .1 16 .1 17 .5 17 .6 .314 14 .2 ROBERTS STREETBEACH ACCESS NO. 30SITE PLANSTA 0+54.40 STA 1+75.94 E 2428530.6081 N 240892.7561 PI -0+20.00 E 2428679.5899 N 240725.2557 PI 2+04.17E 2,428,500E 2,428,600E 2,428,700E 2,428,800N 240,700 N 240,900 N 240,800 SC11SC14SC12SC13ELEVATION IN FEETPROFILE BEACH ACCESS 30 C-402 0 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20EL 11.18PVI -0+07.85EL 13.93PVI 0+00.00EL 13.82PVI 0+07.00EL 15.27PVI 0+14.79EL 16.08PVI 0+21.79EL 16.84PVI 0+28.68EL 17.61PVI 0+37.29EL 17.50PVI 0+54.40EL 18.00PVI 0+76.94EL 18.00PVI 1+18.72EL 14.00PVI 1+26.72EL 13.88PVI 1+38.72EL 9.88PVI 1+46.72EL 9.76PVI 1+58.72EL 3.76PVI 1+70.726183.030.DGNFILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 5 5 30001 N=240918.0440 E=2428508.3790 EL=10.41 MASONRY NAIL CONTROL POINT 10 + ++ + + + + + + + ++++ + + + + + + + + + ++ + ++ ++ ++ ++ ++ ++ 15 15 ++ ++ + + + + ++ ++ + ++ ++ + ++ + 30002 N=240957.6210 E=2428552.7160 EL=10.45 MASONRY NAIL CONTROL POINT E=2428584.0970 EL=19.66 N=240857.1050 12" SPIKE CONTROL POINT 30003 30 NN SHRUBS FENCE CENTER LINE EDGE OF ASPHALT PAVEMENT OVERHEAD ELECTRIC & TELEPHONE LINES WATER METER SURVEY CONTROL POINT UTILITY POLE SIGN POST SPOT ELEVATION LEGEND: 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES:NAD 83NC GRIDW 7 .9 15" PALM TREE HO USE3 STORY DECK GRAVEL S. SHORE DRIVE WITH ROPE PVC POSTS SIGN NO PARKING RE T AINING WAL L 4 STEPS 3.8' WO O D BOARD WALK ATLANTIC OCEAN BURIED IN SAND 7 STEPS VISIBLE, TIMBERS LANDSCAPE 15 31 SHRUBS FENCE CENTER LINE EDGE OF ASPHALT PAVEMENT OVERHEAD ELECTRIC & TELEPHONE LINES SEWER LINE SEWER MANHOLE WATER METER SURVEY CONTROL POINT UTILITY POLE SIGN POST SPOT ELEVATION LEGEND: W 7 .9 HOUSE 2 STORY HOUSE 2 STORY ELIZABE TH STRE E T SHRUBS 5 STEPS DRIVE WA Y PAVED FENCE SANDWO O D PRIV ACY FENCE WALL BLOCK DOG STATION POST S PATIODECKSTEPS O UT= -0.17 DRIVEWAYCONCRETE10.2 10 .3 10 .2 15 .0 15 2 16 .1 16 .9 14 .8 11.8 11.5 11.1 10 .2 10 .2 10 .1 11.8 11.6 11.3 13 .5 14 .5 14 .1 10 .6 10 .3 14 .3 15 .2 11.0 14 .8 14 .9 14 .5 14 .7 12 .9 13 .2 13 .2 13 .3 16 .3 16 .2 16 .6 16 .6 .8 13 .6 15 .0 14 .0 113. 13 15 .2 15 .0 14 .6 5 .9 5 .8 5 .8 5 .9 15 .1 12 .8 12 .1 14 .9 14 .7 14 .4 14 .1 13 .7 14 .4 10 .2 4.8' WOOD BOARDWALK 11.0 151512 .8 POST 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES:ELIZABETH STREETBEACH ACCESS NO. 31SITE PLANBERM +6.0' NAVD 88 STA 0+64.77 STA 1+78.19 E 2428927.3997 N 241218.8455 PI -0+10.00 E 2429070.0868 N 241056.1357 PI 2+06.41 N 241,100 N 241,200 N 241,300 E 2,428,900E 2,429,000E 2,429,100E 2,429,200SC16SC17SC18ELEVATION IN FEETPROFILE BEACH ACCESS 31 C-403 0 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20EL 13.96PVI -0+07.57EL 15.63PVI 0+00.22EL 15.70PVI 0+08.43EL 14.61PVI 0+15.86EL 15.00PVI 0+24.36EL 15.23PVI 0+40.82EL 14.96PVI 0+64.77EL 18.00PVI 0+70.85EL 18.00PVI 1+16.37EL 14.00PVI 1+24.37EL 13.88PVI 1+36.37EL 9.88PVI 1+44.37EL 9.76PVI 1+56.37EL 3.76PVI 1+68.376183.031.DGNFILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020NN NAD 83NC GRIDSCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 31003 N=241172.5490 E=2428979.2010 EL=16.36 12" SPIKE CONTROL POINT + 10 1031002 CONTROL POINT N=241303.5860 E=2428945.4110 EL=10.00 MASONRY NAIL + + + 31001 CONTROL POINT N=241268.2580 E=2428876.4710 EL=10.19 MASONRY NAIL + + + S IN= -0.03 + + + + + + + + +SC19+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + BENCH 15 15 + + + + + ON PLATFORM HVAC UNIT S. SHORE STREET 2 STEPS TOP= 10.87 IN =1.41 W 32 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: NN NAD 83NC GRID12" PALM TREE HOUSE 2 STORY HOUSE 2 STORY DRIVE WA Y CO NC RE T E DRIVE WA Y GRA VEL S. SHORE ROAD GRAVEL SIGN ACCESS BEACH SIGN NO DIGGING OCEA N A IRE LA N E 1510 4' WO O D B O AR D WAL K ATLANTIC OCEAN S H R U BS L A N DSC APE TI MBERS L A N DSC APE TI MBERS COVERED IN SAND8 STEPS VISIBLE,3 STEPS3 STEPS 3 STEPS 12 STEPS BENCH 7 .7 7 .4 7 .7 5 .1 5 .9 15 .7 15 .8 5 .2 17 .2 7 .4 7 .4 7 .4 16 .9 17 .1 16 .2 17 .4 18 .0 20 .2 17 .2 20 .2 18 .2 10 .2 20 .3 20 .3 13 .1 12.6 20 .3 16 .3 15 .8 14 .6 14 .314.0 14 .4 19 .7 17 .6 17 .8 19 .3 15 .7 16 .4 15 .4 17 .1 16 .8 16 .1 16 .0 9 .6 18 .2 CB SHRUB/TREE LINE SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE STORM DRAIN LINE STORM WATER INLET FIRE HYDRANT SURVEY CONTROL POINT POST TELEPHONE PEDESTAL WATER METER UTILITY POLE SIGN TREE SPOT ELEVATION LEGEND: TOP=7.38IN=6.48 VEGETATION HEAVY VEGETATION HEAVY 10 .5 GRAVEL OCEANAIRE ESTATESBEACH ACCESS NO. 32SITE PLANTOP OF DUNE +14.0' NAVD 88 BERM +6.0' NAVD 88 STA 0+80.95 STA 2+08.68 E 2431791.3177 N 243316.1040 PI 2+28.40 E 2431637.7592 N 243511.3546 PI -0+20.00E 2,431,500E 2,431,600E 2,431,700E 2,431,800E 2,431,900N 243,400 N 243,500 N 243,600 OCEANAIRE ESTATES BEACH ACCESS NO. 32 SITE PLANSC27SC30SC28SC29SC26ELEVATION IN FEETPROFILE BEACH ACCESS 32 C-404 0 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40EL 11.70PVI -0+09.96EL 18.22PVI 0+00.00EL 18.21PVI 0+37.86EL 20.19PVI 0+39.59EL 20.29PVI 0+62.87 EL 19.74PVI 0+65.12 EL 17.75PVI 0+80.95EL 18.00PVI 1+01.04EL 18.00PVI 1+56.68EL 14.00PVI 1+64.68EL 13.88PVI 1+76.68EL 9.88PVI 1+84.68EL 9.76PVI 1+96.68EL 3.76PVI 2+08.68-10 6183.032.DGNFILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 20206 .7 SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 CO W CB 32001 CONTROL POINT N=243571.1830 E=2431591.1520 EL=7.82 MASONRY NAIL OUT=6.38 32002 CONTROL POINT N=243621.8880 E=2431652.0360 EL=8.04 MASONRY NAIL S H R U B S CO W S H R U B S G R A V E L 12" PALM TREE CO RIPRAP32003 CONTROL POINT N=243455.6340 E=2431670.9360 EL=20.49 12" SPIKE 15 S 16 .5 WINDWARD DRIVEBEACH ACCESS NO. 33SITE PLANELEVATION IN FEETPROFILE BEACH ACCESS 33 C-405EL 12.59PVI 0+00.12EL 12.65PVI 0+15.65EL 12.55PVI 0+31.02EL 12.83PVI 0+50.88EL 12.86PVI 0+74.04EL 16.24PVI 0+78.69EL 16.13PVI 0+96.58EL 17.60PVI 0+98.58EL 18.00PVI 1+26.38EL 18.00PVI 1+70.94EL 14.00PVI 1+78.94EL 13.88PVI 1+90.94EL 9.88PVI 1+98.94EL 9.76PVI 2+10.94EL 3.76PVI 2+22.940 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 -15-15 6183.033.DGNFILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECH3 LINESDRAWING TITLEJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE FIRE HYDRANT SURVEY CONTROL POINT POST ELECTRIC METER GUY WIRE UTILITY POLE SIGN TREE SPOT ELEVATION LEGEND: 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: PINE TREE STOP SIGN RIP CURRENT SIGN CITY REGULATIONS, SAND SH UF FL E BO A RD CO U RT TREES (TYP) 6" TO 8" PINE GRASS PAMPASDECK DECK ABOVE MULCHWINDWARD DRIVES. SHORE STREET DOG STATION POST 15 6 .7 ATLANTIC OCEAN DRIVEWAY GRAVEL TIMBERS LANDSCAPE BURIED IN SAND 8 STEPS VISIBLE, HOUSE 2 STORY DECK 9 .8 10 .1 15 .0 10 .5 11.3 16 .6 17 .0 15 .8 10 .8 10 .4 10 .1 10 .0 10 .5 10 .4 11.5 11.0 13 .1 13 .6 14 .6 13 .0 11.1 10 .8 12 .0 12 .2 9 .4 13 .2 11.4 10 .4 11.5 11.3 11.1 11.8 13 .0 13 .4 9 .7 9 .5 10 .7 10 .1 9 .8 9 .8 16 .6 12 .6 12 .3 11.6 13 .1 13 .0 11.1 11.7 11.4 11.4 10 .4 11.3 . 16 .2 16 .4 16 .7 16 .3 . 10 .4 9 .7 17 .4 16 .9 10 .1 10 .1 10 .6 16 .4 10 .8 10 .8 12 .2 12 .0 2 .7 2 .4 8 .1 9 .2 10 .4 3 .1 3 .0 2 .8 16 .2 12 .9 12.2 11.9 12 .8 13.5 12 .6 12.9 12 .6 11.9 11.6 16 .1 11.9 17 .1 16 .2 15 .4 15 .0 12 .3 15 .3 BURIED SIGN TREE PALM 4' WO O D BO A RD WALK CO N CRE TE WALK BERM +6.0' NAVD 88 STA 0+96.76 STA 2+22.94 E 2433352.4112 N 244893.2184 PI -0+10.00 E 2433520.0885 N 244689.8653 PI 2+53.57 33 33001 N=244943.3560 E=2433293.4400 EL=10.85 12" SPIKE CONTROL POINT 33007 CONTROL POINT N=244935.8330 E=2433321.6370 EL=10.32 MASONRY NAIL N 244,700 N 244,800 N 244,900 E 2,433,400E 2,433,500E 2,433,600E 2,433,300SC36SC39SC37SC38E 2,433,200NN NAD 83NC GRIDSCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 33003 CONTROL POINT N=244815.3590 E=2433410.6820 EL=15.04 12" SPIKE 55 555 + + DECK ELEVATED HVAC ON + + + + + + + + + + + 10 10 1010 + + + + + + + + + + ++ 33002 CONTROL POINT N=244990.3900 E=2433352.2290 EL=10.43 MASONRY NAIL + ++ + + + + + ++ + + + + + ACCESS SIGN PUBLIC + HOUSE 2 STORY + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + TOP OF DUNE +14.0' NAVD 88 +151515++ + + + + + 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: S NN U.S. ARMY ENGINEERS DISTRICT TOPSAIL BEACH W912HN-10-D-0013 IFB NO. NAD 83NC GRID34 E 2434226.3115 N 245580.5441 STA -0+10.00 34003 CONTROL POINT 12" SPIKE N=245499.2870 E=2434283.0630 EL=17.86 + + + + + + +W + + + + + + W + + + + + 7 .2 7 .2 7 .3 18 .7 18 .7 13 .4 9 .5 18 .8 18 .8 7 .3 7 .1 7 .1 6 .8 18 .5 18 .8 18 .5 7 .1 9 .2 7 .9 16 .2 17 .3 17 .6 17 .8 17 .1 16 .1 15 .9 16 .9 7 .4 7 .3 7 .2 5 .6 5 .5 5 .6 5 .4 17 .2 21.1 21.1 17 .4 5 .9 7 .6 7 .7 18 .5 18 .4 17 .818.4 17 .4 17 .6 12 .2 16 .8 9 .8 11.4 8 .1 10 .1 17 .2 17 .7 17 .6 6 .9 7 .2 7 .2 8 .0 8 .8 6 .8 19 .9 20 .3 19 .4 19 .2 15 .9 16 .9 11.4 10 .5 10 .1 11.5 10 .8 13 .0 13 .0 13 .6 20 .3 13 .0 14 .8 + + + + + + + + + + + + + + + DECK DRIVEWAY GRAVEL 8 STEPS BURIED IN SAND 6 STEPS VISIBLE, BURIED IN SAND 6 STEPS VISIBLE, DECKDE C KS T E P S WAL L B E L OWDE C K AB OVEWOOD F E NC EWOO D F E NC E S AND P AT HS. SHORE DRIVE POST (TYP) 4' WOOD BOARDWALK 8 .9 RIP CURRENT W ARNING SIGN ACCESS SIGN PUBLIC BEACH 7 .1 TO LIGHT U/G POWER LINE (ROUND) MONUMENT CONCRETE POST W/ELECTRIC SWITCH #1140 HOUSE 2 STORY #1138 HOUSE 2 STORY KEEP OFF DUNES SIGN 1140 S. SHORE DRIVEBEACH ACCESS NO. 34SITE PLANSTA 0+97.00 STA 2+24.81 E 2434356.8917 N 245354.7062 PI 2+50.87 E 2434356.8917 N 245354.7062 PI 2+50.87 34002 CONTROL POINT 12" SPIKE N=245616.8180 E=2434097.5840 EL=7.07 34006 MASONRY NAIL CONTROL POINT N=245640.6760 E=2434161.6270 EL=7.18 34001 CONTROL POINT 12" SPIKE N=245671.0630 E=2434168.7420 EL=7.03 E 2,434,100E 2,434,200E 2,434,300E 2,434,400N 245,400 N 245,500 N 245,600 SC46SC49 SC47 SC48 ELEVATION IN FEETPROFILE BEACH ACCESS 34 C-406 0 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60EL 9.46PVI 0+00.00EL 13.37PVI 0+30.24EL 18.66PVI 0+37.30EL 18.77PVI 0+78.38EL 18.00PVI 1+22.41EL 18.00PVI 1+72.81EL 14.00PVI 1+80.81EL 13.88PVI 1+92.81EL 9.88PVI 2+00.81EL 9.76PVI 2+12.81EL 3.76PVI 2+24.81-15-15 6183.034.DGNFILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 W 10 10101015 1515 2020 SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE PROPERTY CORNER SURVEY CONTROL POINT POST ELECTRIC METER WATER METER LIGHT POLE SIGN TREE SPOT ELEVATION LEGEND: 6 .7 7 .9 E 2435048.4158 N 246168.4884 STA -0+10.00 CB T SPOT ELEVATION EXISTING IRON PIPE OR PIN DROP INLET CATCH BASIN CLEANOUT FENCE CENTER LINE EDGE OF ASPHALT PAVEMENT WATER METER TELEPHONE PEDESTAL UTILITY POLE SIGN POST SURVEY CONTROL POINT LEGEND: CO 35 103. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: NN BEACH ACCESS SIGN STOP SIGN POST S H R U BS SHRUBS15 STEPS 6 STEPS 6 STEPS 6 S TEP S S. SHORE DRIVE Q U A R T E R H O RS E A V E. 1 STORY HOUSE 2 STORY HOUSE HVAC PLATFORM NAD 83NC GRIDDRIVEWAY GRAVEL TIMBER LANDSCAPE U.S. ARMY ENGINEERS DISTRICT TOPSAIL BEACH W912HN-10-D-0013 IFB NO. DOG STATION 4' WO O D B O A R D WA L K DECK DECK DECK 4' WOOD WAL KWAYW QUARTERHORSE AVENUEBEACH ACCESS NO. 35SITE PLANTOP OF DUNE +14.0' NAVD 88 BERM +6.0' NAVD 88 STA 0+52.85 STA 1+84.37 PVI 0+18.31E 2435158.3241 N 245990.5067 PI 1+99.18 E 2435158.3241 N 245990.5067 PI 1+99.18 N 246,100 N 246,200 N 246,300 E 2,435,000E 2,435,100E 2,435,200E 2,435,300 QUARTERHORSE AVENUE BEACH ACCESS NO. 35 SITE PLANSC51SC54 SC52 SC53E 2,434,900ELEVATION IN FEETPROFILE BEACH ACCESS 35 C-407 0 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -10 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00EL 11.68PVI 0+00.00EL 15.32PVI 0+04.38EL 15.32PVI 0+14.90EL 18.32PVI 0+18.31EL 18.37PVI 0+52.85EL 18.00PVI 0+71.18EL 18.00PVI 1+32.37EL 14.00PVI 1+40.37EL 13.88PVI 1+52.37EL 10.00PVI 1+60.00EL 9.76PVI 1+72.37EL 3.76PVI 1+84.37-15 2+20 -15 -0+20-0+20 6183.035.DGNFILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 4 .4 4 .4 4 .5 4 .5 4 .6 5 5 + + 6 .6 + 7 .5 + 7 .6 + + + 7 .6 + 7 .7 7 .7 + 7 .7 + 7 .7 35001 CONTROL POINT 12" SPIKE N=246268.9330 E=2434997.1960 EL=7.86 35002 (NTS) CONTROL POINT 12" SPIKE N=246347.0590 E=2435095.5650 EL=7.21 + 7 .9 7 .9 8 .0 W+ ++ + 8 .1 + + + 8 .2 + 8 .3 + + + + + + + . + + 9 .3 + + 9 .6 9 .7 +1010 10 + + +10 .1 10 .1 + ++ + + + 10 .3 +10 .5 10 .5 10 .5 + + 10 .8 + + 10 .9 11.3 + + + 11.7 + + ++ + + + 15 .0 15 15 15+ + 15 .2 + 15 .2 + + + 15 .615.6 POST+ + 16 .6 16 .7 17 .0 35003 CONTROL POINT 12" SPIKE N=246121.8260 E=2435087.7180 EL=17.20 17 .3 17 .4 17 .7 + 18 .3 + 18 .4 36 19 .0 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: NN NAD 83NC GRIDWOOD BOARDWALK OR DECK OVERHEAD ELECTRIC & TELEPHONE LINES CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF GRAVEL FENCE SHRUBS SEWER LINE SANITARY SEWER MANHOLE SURVEY CONTROL POINT POST COMMUNICATIONS PEDESTAL UTILITY POLE SIGN SPOT ELEVATION LEGEND: U.S. ARMY ENGINEERS DISTRICT TOPSAIL BEACH W912HN-10-D-0013 IFB NO. 20 POST POST POST POST POST POST BEACH REGULATIONS SIGN POST POST CAMA ACCESS SIGN HANDICAP PARKING SIGN 14 .4 POST POST W OOD RAM P W OOD RAM PWOOD R AMP DECKWOOD 4' B O A R D WA L K TOP=6.80 IN= 2.15 OUT= 2.11 S. SHORE DRIVE C H A R L O T T E A V E. 10 DOG STATION S 7 .9 SHRUBS GRAVEL PARKING AREAWO O D F E N C E CHARLOTTE AVENUEBEACH ACCESS NO. 36SITE PLANSTA 0+04.38 36001 CONTROL POINT 12" SPIKE N=247877.9630 E=2437029.8280 EL=6.56 36002 CONTROL POINT 12" SPIKE N=247811.7820 E=2437006.8770 EL=6.36 36003 CONTROL POINT 12" SPIKE N=247725.4360 E=2437122.3880 EL=21.33E 2,437,000E 2,437,100E 2,437,200E 2,437,300N 247,900 N 247,800 N 247,700 N 247,600 BICYCLE RACK ROPE FENCE SC63 SC60 SC61 SC62 ELEVATION IN FEETPROFILE BEACH ACCESS 36 C-408 0 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -10 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40EL 18.38PVI 0+04.38EL 18.00PVI 0+47.57EL 18.00PVI 1+03.55EL 15.50PVI 1+33.55EL 15.50PVI 1+46.80EL 13.00PVI 1+76.80EL 13.00PVI 1+90.05EL 10.50PVI 2+20.05EL 10.50PVI 2+33.30EL 8.00PVI 2+63.30EL 8.00PVI 2+76.55EL 4.50PVI 3+18.55E 2437146.1946 N 247742.9360 PI 0+00.00 2437175.5687 N 247699.4227 PI 0+52.50 E 2437234.3162 N 247674.7990 PI 1+36.17 E 2437239.0306 N 247668.3357 PI 1+44.17 E 2437246.9196 N 247656.6116 PI 2+22.67 E 2437251.6341 N 247650.1483 PI 2+30.67 E 2437269.1388 N 247643.1364 PI 3+19.88 E 2437227.8697 N 247622.9119 PI 2+73.92 E 2437223.1553 N 247629.3752 PI 2+65.92 E 2437215.2663 N 247641.0994 PI 1+87.42 E 2437210.5518 N 247647.5627 PI 1+79.42 E 2437202.6628 N 247659.2868 PI 1+00.92 6183.036.DGNFILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 11.7 5 .0 5 .2 5 .3 5 .4 5 .6 5 .7 5 .8 5 .9 5 .9 6 .0 6 .0 6 .0 6 .1 6 .1 6 .2 S 7 .3 7 .4 7 .7 7 .8 17 .9 20 .0 10 10 TRASH CAN POST15 151515.3 15 .3 15 .9 16 .5 16 .4 16 .5 16 .6 16 .6 16 .7 16 .8 16 .9 17 .2 17 .7 17 .7 17 .8 18 .2 18 4 18 .6 18 8 18 .9 37 + 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: NN CBNAD 83NC GRIDU.S. ARMY ENGINEERS DISTRICT TOPSAIL BEACH W912HN-10-D-0013 IFB NO. T W COMMUNICATIONS PEDESTAL SANITARY SEWER MANHOLE SPOT ELEVATION EXISTING IRON CORNER DROP INLET CATCH BASIN CLEANOUT SEWER LINE FENCE CENTER LINE EDGE OF ASPHALT PAVEMENT OVERHEAD ELECTRIC & TELEPHONE LINES WATER METER TELEPHONE PEDESTAL UTILITY POLE GUY WIRE SIGN POST SURVEY CONTROL POINT LEGEND: CO + + 12 .9 TOP= 7.03IN= 0.43 O U T= 0.39 POST POST POST POST DURHAM AVE. SIGN BEACH REGULATIONS SIGN + 4' WO O D R A MP SHRUBS HOUSE 3 STORY DRIVEWAY CONCRETE AREA PARKING GRAVEL S. SHORE DRIVE D U R H A M A V E N UE 5 STEPS 6 STEPS DOG STATION 7 .9 DECK ACCESS SIGN PUBLIC BEACH B O A R D WA L K 4' WO O D DURHAM AVENUEBEACH ACCESS NO. 37SITE PLANSTA 0+79.04 STA 2+08.76 E 2437445.1025 N 248042.5151 PI -0+10E 2,437,300N 248,100 N 248,000 N 247,900 SC68SC66 SC65 SC64SC67E 2,437,400E 2,437,500E 2,437,600E 2,437,700PROFILE BEACH ACCESS 37ELEVATION IN FEETC-409 0 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40EL 12.88PVI 0+00.00EL 19.54PVI 0+49.25EL 15.49PVI 0+53.57EL 15.48PVI 0+79.04EL 17.98PVI 0+83.04EL 18.00PVI 1+09.75EL 18.00PVI 1+45.64EL 14.00PVI 1+53.64EL 13.88PVI 1+65.64EL 9.88PVI 1+73.64EL 9.76PVI 1+85.64EL 3.76PVI 1+97.646183.037.DGNFILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHXXX 3 LINESDRAWING TITLEJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 + 12 .8 5 .8 + + 5 .8 5 .9 + 6 .0 + 6 .2 + 6 .6 + 37002 CONTROL POINT MASONRY NAIL N=248096.9240 E=2437350.6430 EL=6.64 6 .7 + + 6 .7 + 6 .8 6 .8 + + 6 .8 + + 6 .8 + + 6 .8 + + + + S 7 .3 + + 7 .4 + 7 .5 + + 7 .8 + 37001 CONTROL POINT 12" SPIKE N=248105.2300 E=2437415.0980 EL=7.84 + S +8 .1 + 8 .2 + + + 8 .5 + 8 .5 + + 8 .8 + 8 .9 + W+ + 9 .4 + + + + 10101 0 + + 10 .3 + POST + + + + 10 .7 + + +POSTTRASH CAN POST + + + + + + + + + + + 12 .9 + + + + + 13 .7 + 13 .9 + + 14 .4 + 14 .5 + 14 .8 +151515 15 .0 15 .3 + 15 .4 15 .5 + 15 .5 + + + 16 .5 + + 37003 CONTROL POINT 12" SPIKE N=247987.3390 E=2437501.1350 EL=17.33 17 .9 + 18 .5 + + + + + 19 .5 + 19 .9 20 .4 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: NN NAD 83NC GRIDU.S. ARMY ENGINEERS DISTRICT TOPSAIL BEACH W912HN-10-D-0013 IFB NO. 38 .613 + + + + + + S + + + + + + + ++ + + + SIGN W SIGN + + + + + POST + + + + + + + + + ++ + + + + + DOG STATION POST + + POST + + + + + + + + LID SEALED TOP= 7.23 R A MP 8 STEPS 9 STEPS 4 STEPS B O A R D WA L K 4' WO O D HOUSE 2 STORY COVERED DECK HVAC UNITS BLOCK WALL WA L L W ALLS. SHORE DRIVE R A L EIG H A V E N U E ATLANTIC OCEANWOOD WALKWOOD WALK15 .2 9 .8 7 .3 17 .3 18 .3 15 .9 13 .9 14 .2 16 .1 15 .4 7 .1 7 .2 7 .1 7 .2 7 .3 7 .1 6 .9 6 .9 7 .0 19 .2 17 .6 16 .2 20 .5 13 .4 13 .0 12 .5 12 .611.4 11.1 9 .6 11.0 8 .3 8 .1 9 .0 9 .8 8 .8 4 .9 4 .7 5 .5 6 .0 15 .6 7 .9 8 .5 8 .5 7 .7 15 .415.4 12 .2 16 .7 17 .1 22 .6 22.2 14 .1 16 .9 16 .5 16 .2 18 .4 16 .4 17 .6 15 .6 16 .2 15 .6 15 .2 17 .6 16 .6 18 .1 17 .7 ACCESS SIGN PUBLIC BEACH BEACH REGULATIONS SIGN 2X4 POST (TYP) SHRUBS THICK SHRUBS THICK POSTS WITH ROPE DRIVEWAY GRAVEL CURB STOP (TYP) WOOD FENCE LINE POST CLOTHES LINE POST CLOTHES POSTS (3) POLE PHONE RALEIGH AVENUEBEACH ACCESS NO. 38SITE PLANSTA 0+99.31 STA 2+17.44 E 2437752.4270N 248279.0845PI 0+10 E 2437758.1802 N 248270.9052 PI 0+20 E 2437790.8363N 248222.8523PI 0+78.10 E 2437795.4112N 248217.3498PI 0+85.25E 2437896.3725 N 248075.1035 PI 2+59.69 38001 CONTROL POINT 12" SPIKE N=248372.9920 E=2437675.8220 EL=6.98 38002 CONTROL POINT MASONRY NAIL N=248369.7630 E=2437746.4250 EL=7.22 38003 CONTROL POINT 12" SPIKE N=248215.5640 E=2437807.6330 EL=17.61E 2,437,700E 2,437,800E 2,437,900E 2,438,000N 248,300 N 248,200 N 248,100 SC69SC71 SC72 SC73SC70 ELEVATION IN FEETPROFILE BEACH ACCESS 38 C-410EL 12.16PVI 0+00.00EL 15.38PVI 0+10.00EL 22.18PVI 0+63.22EL 22.55PVI 0+78.10EL 17.08PVI 0+85.25E L 1 6.7 0 P VI 0 + 9 9.3 1 EL 17.70PVI 1+00.31EL 18.00PVI 1+32.22EL 18.00PVI 1+65.44EL 14.00PVI 1+73.44EL 13.88PVI 1+85.44EL 9.88PVI 1+93.44EL 9.76PVI 2+05.44EL 3.76PVI 2+17.440 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 -15-15 6183.038.DGNFILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHXXX J. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 5 551010 10 101010 101015 15 151515151515151515 15S W SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE GUY WIRE ANCHOR SURVEY CONTROL POINT POST TELEPHONE PEDESTAL WATER METER UTILITY POLE SIGN SPOT ELEVATION LEGEND: 6 .7 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: U.S. ARMY ENGINEERS DISTRICT TOPSAIL BEACH W912HN-10-D-0013 IFB NO. W 39 NN NAD 83NC GRID8.468.5 POSTPOST BEACH REGULATIONS SIGN D E C K S H O WE R 9 STEPS 10 STEPS 8 STEPS SHRUBS SHRUBS SHRUBS L A N D S C AP E TI MB E RS WOODEN WALL WOODEN WALL AC UNIT ELEVATED HOUSE 3 STORY HOUSE 3 STORY SHRUBS DRIVEWAY GRAVEL DRIVEWAY GRAVEL GRAVEL PARKING AREA S AN D S. SHORE DRIVE HIG H P OIN T A V E N U E MONUMENT CONCRETE L A N D S C A P E TI MB E R S DECK DECK 4' WO O D B O A R D WA L K ATLANTIC OCEAN 16 .7 17 .3 16 .3 17 .3 22 .1 21.7 21.4 21.7 21.1 22 .4 22 .2 17 .5 14 .514.2 14 .1 20 .7 20 .8 21.3 20 .3 18 .0 17 .4 17 .1 17 .7 20 .2 20 .9 20 .8 20 .2 5 .3 5 .4 5 .6 6 .7 5 .4 21.1 14 .0 13 .1 20 .2 19 .1 16 .2 15 .0 20 .9 22 .1 21.8 23 .1 23 .3 22 .2 21.6 CO HIGH POINT AVENUEBEACH ACCESS NO. 39SITE PLANE 2438116.2300 N 248456.3500 PI 0+54.70 PI E 2438133.8600 N 248427.7400 PI 0+88.30 PI STA 1+87.49 E 2438211.5972 N 248314.2118 PI 2+25.90 E 2438081.4668 N 248510.9138 PI -0+10.00 39002 CONTROL POINT MASONRY NAIL N=248616.4320 E=2438074.5070 EL=7.99 39001 CONTROL POINT 12" SPIKE N=248592.0340 E=2438003.0450 EL=7.72 39003 CONTROL POINT 12" SPIKE N=248467.0080 E=2438128.2490 EL=21.99E 2,438,000E 2,438,100E 2,438,200E 2,438,300N 248,600 N 248,500 N 248,400 SC74 SC77 SC76 SC75 ELEVATION IN FEETPROFILE BEACH ACCESS 39 C-411 0 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40EL 17.36PVI -0+15.55EL 17.34PVI -0+07.74EL 23.03PVI 0+00.00EL 23.00PVI 0+54.00EL 22.99PVI 0+76.97EL 18.00PVI 0+82.68EL 18.00PVI 0+98.41EL 18.00PVI 1+35.49EL 14.00PVI 1+43.49EL 13.88PVI 1+55.49EL 9.88PVI 1+63.49EL 9.76PVI 1+75.49EL 3.76PVI 1+87.496183.039.DGNFILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECH3 LINESDRAWING TITLEJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 4.124.1 4.154.2 4.164.2 4.194.2 5 5 5 17.3417.3 7.797.8 7.857.8 7.887.9 7.92 7.92 7 .9 7 .9 7.937.9 7.95 7.95 7.95 8 .0 8 .0 8 .0 7.968.0 8.068.1 8.688.7 + 8.798.8 POST POST POST POST 9.99 9.99 10 .0 10 .0 101010POST POST POST POST POST 12.1612.2 POST POST 12.4912.5 POST 15 STEPS POST 13.3713.4 + POST 14.1214.1 14 .2 14.4114.4 + POST 14.6014.6 14.7114.7 POST CO 15 1515 CO 15.5615.6 POST 16.5516.6 + 16.6116.6 POST 16.7016.7 16.7716.8 16.80 POST 17.1217.1 + DOG STATION 17.36 17.36 17 .4 17 .4 + + 17.4017.4 18.2118.2 18.5518.6 19.4819.5 20202021.0021.0 21.3421.3 POST POST POST POST POST 23.0023.0 + 23.0323.0 + SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SEWER CLEANOUT CONCRETE MONUMENT SURVEY CONTROL POINT POST ELECTRIC METER WATER METER UTILITY POLE SIGN TREE SPOT ELEVATION LEGEND: 6 .7 S U.S. ARMY ENGINEERS DISTRICT TOPSAIL BEACH W912HN-10-D-0013 IFB NO. 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: NN NAD 83NC GRIDW 40 15 DOG WASTE POST LITTER, ACCESS, NO PARKING SIGN CAUTION SIGN POST POST POST POST POST POST POST POST KEEP OFF DUNES, WARNING SIGN NO PARKING SIGN NO PARKING SIGN HANDICAP PARKING SIGN W W 12" PINE TREE POST POST POST POST POST POST 7 .4 7 .3 7 .3 7 .3 7 .2 7 .2 14 .5 14 .0 22 .0 23 .5 7 .3 7 .2 7 .3 7 .2 15 .5 15 .2 15 .6 5 .5 5 .4 5 .9 5 .5 5 .6 11.6 10 .1 9 .0 8 .0 SIDEWALK TIMBER LANDSCAPE W OOD W ALL 10 GRAVEL PARKING AREA TIMBER (TYP) LANDSCAPE L A N D S C AP E TI MB E R L A N D S C AP E TI MB E R SIGN REGULATIONS BEACH FENCE PRIVACY WOOD MONUMENT RIGHT-OF-WAY F O R H A N D IC APPE D S A N D A C CES S S. SHORE DRIVE KINSTO N A VEN UE RESTROOM SCONCRETE DECK DECKWOOD POST TRASH CAN POST TRASH CAN PZ MONITORING WELL #1 ATLANTIC OCEAN STEPS 25 .0 24 .0 23 .9 23 .525.4 15 .1 16 .0 18 .0 21.1 22 .0 22 .5 21.9 20 .9 22 .3 22 .8 23 .0 22.6 21.5 13 .0 13 .5 13 .9 20 .5 17 .4 14 .8 14 .5 14 .8 18 .1 20 .7 20 .5 14 .4 16 .1 16 .3 20 .9 19 .6 19 .6 16 .322.8 23 .2 22 .7 KINSTON AVENUEBEACH ACCESS NO. 40SITE PLANE 2438489.7905 N 248516.9064 PI 2+39.86 40002 CONTROL POINT 12" SPIKE N=248808.3950 E=2438343.5330 EL=7.86 40001 CONTROL POINT CONCRETE MONUMENT N=248876.7160 E=2438356.8660 EL=7.05 40003 CONTROL POINT 12" SPIKE N=248673.2800 E=2438443.2480 EL=18.42E 2,438,300E 2,438,400E 2,438,500E 2,438,600N 248,800 N 248,700 N 248,600 6183.040.DGNSC82 SC81 SC79 SC80 PROFILE BEACH ACCESS 40ELEVATION C-412EL 13.06EL 14.56EL 15.31EL 15.31EL 15.31EL 15.31EL 14.87EL 14.44EL 14.00EL 14.00EL 14.00EL 14.00EL 13.17EL 6.00PVI 2+26.000 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 -15-15 E 2438415.1250 N 248736.2300 PI 0+00.00 E = 2438481.8415 N = 248636.5715 PI = 1+19.93 PC 0+81.55 PT 1+56.55 20' VC 20' VC 20' VC20' VCPVI 0+00PVI 0+30PVC 0+020PVT 0+40PVC 0+050PVT 0+70PVI 0+90PVC 0+080PVT 1+00PVI 0+60PVI 1+30PVC 0+120PVT 1+40L = 75.00' T = 38.38' R = 143.24' PI = 1+19.93 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHXXX J. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 10 10 15151520 2020 SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE RIGHT-OF-WAY MONUMENT SURVEY CONTROL POINT POST ELECTRIC METER WATER METER LIGHT POLE SIGN TREE SPOT ELEVATION LEGEND: 6 .7 W NN NAD 83NC GRID13 .4 + 15 .8 41 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES:6183.041.DGNPOST POST POST POST P W W CO POST 3" PINE TREE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 12 .7 17 .016.1 17 .3 10 .9 11.4 7 .6 8 .3 9 .6 10 .2 7 .4 7 .6 16 .4 15 .8 16 .9 16 .9 14 .8 14 .8 15 .0 15 .1 13 .9 12 .2 11.9 13 .7 8 .0 8 .2 8 .7 8 .4 12 .1 12 .5 11.2 9 .5 17 .3 17 .8 17 .8 16 .1 16 .3 12 .7 12 .5 11.1 16 .1 11.8 8 .6 9 .7 10 .1 8 .6 7 .7 7 .7 12 .5 11.3 15 .4 15 .5 16 .4 15 .9 17 .8 12.5 14 11.0 12 .1 11.9 11.0 11.2 12 .9 11.9 14 .7 16 .7 13 .4 15 0 15 .2 14 .9 12 .7 13 .7 13 .5 13 .3 17 .0 4 12 .0 11.6 11.4 17 .817.6 18 .3 11.7 17 .3 16 .8 16 .8 15 .8 6 .7 6 .2 6 .0 5 .7 RESTROOMS DECKCOVERED POLE FLAG VISITOR CENTER CRAB HOUSE BUDDY'S RACK BICYCLE 10 WO O D R A MPR A MP RAM P POST CAN TRASH POST SIGN 12 .4 PAVED PARKING LOT PAVED PARKING LOT WHEEL STOP (TYP) CONCRETE TIMBERS LANDSCAPE TIMBERS LANDSCAPE S. SHORE DRIVE R O L A N D A V E N U E W OOD RAMP DECK DECKRAMP BOARDW ALK PARKING AREA HANDICAP BOARDW ALK 2 STEPS 12 .2 SIGN (TYP) PARKING CO P UTILITY POLE SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SEWER CLEANOUT COMMUNICATIONS PEDESTAL SURVEY CONTROL POINT POST ELECTRIC BOX WATER METER LIGHT POLE SIGN TREE SPOT ELEVATION LEGEND:ROLAND / CENTRALBEACH ACCESS NO. 41SITE PLAN41001 CONTROL POINT 12" SPIKE N=249204.3040 E=2438800.8450 EL=8.60 41002 (NTS) CONTROL POINT 12" SPIKE N=249252.7710 E=2438881.4430 EL=8.67 N 249,200 N 249,100 N 249,000 E 2,438,800E 2,438,900E 2,439,000E 2,439,100SC84 SC91 SC85 SC86 SC87 SC90 SC88 SC89 PROFILE BEACH ACCESS 41ELEVATION IN FEETC-413 0 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40EL 17.19PVI 00+-0.00EL 16.94PVI 0+47.50EL 16.94PVI 0+58.77EL 18.00PVI 0+88.77EL 18.00PVI 1+11.81EL 15.50PVI 1+41.81EL 15.50PVI 1+55.06EL 13.00PVI 1+85.06EL 13.00PVI 1+98.31EL 10.50PVI 2+28.31EL 10.50PVI 2+41.56EL 8.00PVI 2+71.56EL 8.00PVI 2+84.81EL 4.50PVI 3+26.81E 2438893.2456 N 249057.6656 PI 0+00.00 E 2438923.4232 N 249017.7993 PI 0+50.00 E 2438956.0173 N 249016.1623 PI 0+82.64 E 2438972.0440 N 248994.9901 PI 1+09.19 E 2438985.8222 N 248977.6756 PI 1+95.69 E 2438999.6004 N 248960.3611 PI 2+82.19 E 2438968.3301 N 248926.6813 PI 3+28.15 E 2438948.0597 N 248969.1576 PI 1+44.44 E 2438952.8881 N 248962.7790 PI 1+52.44 E 2438966.6663 N 248945.4646 PI 2+38.94 E 2438994.7720 N 248966.7397 PI 2+74.19 E 2438961.8379 N 248951.8432 PI 2+30.94 E 2438980.9938 N 248984.0542 PI 1+87.69PVI0+58.77 16.94PVI0+88.77 18.00 PVI1+11.81 18.00 PVI1+41.81 15.50P VI1+55.06 15.50 P VI1+85.06 13.00PVI1+98.31 13.00 PVI2+28.31 10.50 P VI2+41.56 10.50 P VI2+71.56 8.00 PVI2+84.81 8.00 POE3+26.81 4.50 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 20206 .7 SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 2051010RA MPDECK WOOD 1515 U.S. ARMY ENGINEERS DISTRICT TOPSAIL BEACH W912HN-10-D-0013 IFB NO. S NN NAD 83NC GRID3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: W 42 6183.042.DGNPOST REALTOR SIGN BEACH ACCESS SIGNPOST UNDERTOW WARNING SIGN SURFSIDE MOTEL SIGN TRASH CAN POST STEP S MOTEL SURFSIDE RACK BICYCLE BENCHES SIGN PARKING HANDICAP AREA PARKING GRAVEL N. SHORE DRIVE GRE E NSBORO A VEN U E DRIVEWAY CONCRETE POST 4X4 14 STEPS 7 STEPS 11 STEPS 12 STEPS SHRUBS SHRUBS SHRUBS SHRUBS S HR UBS 7 .9 DRIVEWAY CONCRETE 4' WO O D B O A R D WAL K ATLANTIC OCEAN 21.2 22.9 22 .0 22 .2 24 .1 23 .9 23 .8 22 .8 23 .0 12 .7 15 .8 13 .9 15 .0 12 .2 11.3 12 .8 13 .1 12 .5 13 .2 12 .0 11.4 13 .2 13 .3 12 .8 17 .1 17 .0 16 .4 17 .9 19 .2 20 .9 . GREENSBORO AVENUEBEACH ACCESS NO. 42SITE PLANSTA 1+53.34 E 2439433.5259 N 249491.9345 PI -0+27.55 E 2439456.7299 N 249459.9642 PI 0+11.95 E 2439464.5758 N 249448.8887 PI 0+25.53 E 2439550.3825 N 249339.7358 PI 1+64.37 42001 CONTROL POINT 12" SPIKE N=249602.0090 E=2439335.9650 EL=9.78 42002 CONTROL POINT MASONRY NAIL N=249616.5790 E=2439372.1140 EL=9.49 42003 CONTROL POINT IRON PIPE N=249450.9510 E=2439412.8980 EL=23.25E 2,439,300E 2,439,400E 2,439,500E 2,439,600N 249,600 N 249,500 N 249,400 SC93 SC96 SC95 SC94 ELEVATION IN FEETPROFILE BEACH ACCESS 42 C-414EL 26.18PVI -0+15.00E L 2 6.0 2 P VI 0 + 0 6.9 5 EL 21.99PVI 0+12.17EL 22.27PVI 0+25.58EL 17.77PVI 0+33.28EL 18.00PVI 1+01.34EL 14.00PVI 1+09.34EL 13.88PVI 1+21.34EL 9.88PVI 1+29.34EL 9.76PVI 1+41.34EL 3.76PVI 1+53.340 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -15 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 -15 -10 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHXXX 3 LINESDRAWING TITLEJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 + 5 .3 + 5 .5 + 5 .5 + 5 .5 + 5 .7 + 19 .9 + + + + TRASH CAN 8 STEPS 9 .0 + + + 9 .3 + 9 .3 + + 9 .4 + 9 .5 + + 9 .5 + +9 .5 + + 9 .6 + 9 .7 + 9 .8 + 9 .9 + 9 .9 +101010 10 + + 10 .3 + W+ + 10 .5 + + + + 10 .6 10 .6 + + ++ + 10 .9 + + + + + + + + + + 11.3 + + + TIMBER LANDSCAPE + + + 11.6 + ++ + + + + + + 11.8 11.8 + + + + POST+ + + + + + + + + + + + + + + + + 12 5 + 12 .5 + + + POST+ + +POST STATION DOG + + +12 .8 + 12 .8 + + POST+ 13 .1 + + + + + + + + + 15 .0 + 15 151515+ + 16 .3 + 16 .5 + + 17 .0 + + + 17 .3 + 17 .3 + 18 .2 + + + + 19 .2 + 19 .2 + 19 .8 + 19 .9 + +202020 20 + + 20 .7 + + 22 .0 + 22 .0 + ++ 22.3 + + + + + + + + + 26 .0 + 26 .3 + GUY WIRE SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE COMMUNICATIONS PEDESTAL SURVEY CONTROL POINT POST UTILITY POLE WATER METER LIGHT POLE SIGN TREE SPOT ELEVATION LEGEND: 6 .7 S NN NAD 83NC GRIDU.S. ARMY ENGINEERS DISTRICT TOPSAIL BEACH W912HN-10-D-0013 IFB NO. 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: 43 6183.043.DGN10156" PALMETTO TREE HANDICAP PARKING SIGN GOLDSBORO AVE. SIGN RIPRAP RIPRAP GRAVEL PARKING MARKER RIGHT-OF-WAY SHRUBS SHRUBS SHRUBS3 STORY HOUSE DECK 2 STORY HOUSE DRIVEWAY CONCRETE N. SHORE DRIVE G O L DS B O R O A V E N U E SIGN ACCESS PUBLIC 15 .0 14 STEPS 8 STEPS 7 STEPS 4 STEPS 4 STEPS 5 STEPS FENCE SAND FENCE SAND FENCE SAND FENCE PRIVACY WOOD WALK GRAVEL 4' WO O D B O A R D WA L K ATLANTIC OCEAN 22 .4 20 .5 21.823.3 14 .2 14 .0 17 .1 14 .0 16 .5 17 .2 19 .7 19 .2 20 .2 20 .7 18 .8 19 .3 18 .9 19 .5 19 .1 20 .1 20 .3 17 .4 19 .9 19 .2 12 .613 .3 13 .0 14 .1 14 .4 14 .4 14 .0 12 .5 20 .1 INV OUT=3.96 TOP=7.61 WALL RETAINING BLOCK CB GOLDSBORO AVENUEBEACH ACCESS NO. 43SITE PLANSTA 0+50.96 STA 1+79.44 E 2439874.5533 N 249571.1684 PI 1+97.92 E 2439755.0853 N 249741.2352 PI -0+10.00 E 2439780.9200 N 249704.3600 PI 0+35.11 E 2439779 .6100 N 249707.5400PI 0+31.68 43001 CONTROL POINT 12" SPIKE N=249832.4100 E=2439675.1810 EL=7.94 43002 CONTROL POINT MASONRY NAIL N=249859.9720 E=2439723.3100 EL=7.94 43003 CONTROL POINT 12" SPIKE N=249717.3290 E=2439760.9460 EL=20.55 N 249,800 N 249,700 N 249,600 SC98 SC99 SC100 SC101E 2,439,700E 2,439,800E 2,439,900E 2,439,600ELEVATION IN FEETPROFILE BEACH ACCESS 43 C-415EL 19.12PVI -0+10.00EL 19.11PVI -0+02.57EL 21.57PVI 0+00.00EL 21.58PVI 0+16.88EL 19.16PVI 0+19.72EL 19.01PVI 0+31.68EL 16.07PVI 0+35.11EL 16.02PVI 0+50.96EL 18.00PVI 0+53.96EL 18.00PVI 0+70.38EL 18.00PVI 1+27.44EL 14.00PVI 1+35.44EL 13.88PVI 1+47.44EL 9.88PVI 1+55.44EL 9.76PVI 1+67.44EL 3.76PVI 1+79.440 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -15 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 -15 -10 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 5 .3 5 .4 5 .6 5 .6 5 .8 CB 7 .8 7 .8 7 .9 7 .9 7 .9 S WATER FULL OF TOP=7.96 8 .1 8 .1 8 .1 8 .1 8 .1 8 .2 8 .3 8 .3 + 8 .6 9 .0 9 .49.9 10101 0 10 10 10 10 .4 10 .4 10 .6 10 .9 + 11.3 + 11.4 + + + 12.4 + 12 .4 + 12 .6 + 12.9 12 .9 12 .9 SIGN BEACH REGULATIONS 13 .2 14 .0 14 .7 14 .8 15 .0 +15151515 + 16 .0 + 16 .1 + 16 .6 16 .7 16 .917 .4 18 .0 18 .1 18 .2 18 .9 19 .0 + 19 .1 + + 19 .1 19 .2 +20202020 POST 21.6 + 21.6 + GUY WIRE SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE RIGHT-OF-WAY MONUMENT SURVEY CONTROL POINT POST UTILITY POLE CATCH BASIN LIGHT POLE SIGN TREE SPOT ELEVATION LEGEND: 6 .7 S NN NAD 83NC GRIDW 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: POST TOP= 8.00 IN= 1.75 NO PARKING SIGN 402 N SHORE SIGN RESTROOMS TIMBER WALL LANDSCAPE 12X12 WALL WOOD CONC GRAVELTIMBER LANDSCAPE GRAVEL PARKING AREA N. SHORE DRIVE NE W BERN A VEN UE HOUSE 3 STORY 12 STEPS 2 STEPS 7 STEPS 14 STEPS 4 STEPS RA MP SHRUBS SHRUBS RA MP BO A R D WALK 4' WO O D DECK SHOWER SHRUBS IN= 1.75 CO CO CO NEW BERN AVENUEBEACH ACCESS NO. 44SITE PLANTOP OF DUNE +14.0' NAVD 88 BERM +6.0' NAVD 88 STA 1+59.86 E 2440604.5100 N 250284.9900 PI 0+31.69 E 2440579.9084 N 250318.6429 PI -0+10.00 E 2440706.7048 N 250165.3011 PI 1+89.07 44002 CONTROL POINT MASONRY NAIL N=250376.9450 E=2440429.8820 EL=7.81 44001 CONTROL POINT 12" SPIKE N=250431.5840 E=2440474.6290 EL=8.06 44003 CONTROL POINT 12" SPIKE N=250298.9490 E=2440584.2550 EL=22.64E 2,440,400E 2,440,500E 2,440,600E 2,440,700N 250,200 N 250,300 N 250,400 SC103SC105SC106SC104ELEVATION IN FEETPROFILE BEACH ACCESS 44 C-416EL 22.71PVI -0+07.01EL 2 2. 7 7 P VI - 0 + 0 1. 2 6 EL 23.38PVI 0+00.00EL 24.66PVI 0+08.00EL 20.82PVI 0+13.23EL 20.74PVI 0+31.69EL 18.24PVI 0+35.69EL 18.00PVI 0+61.02EL 18.00PVI 1+07.86EL 14.00PVI 1+15.86EL 13.88PVI 1+27.86EL 9.88PVI 1+35.86EL 9.76PVI 1+47.86EL 3.76PVI 1+59.860 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -15 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 -15 -10 6183.044.DGNFILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHXXX 3 LINESDRAWING TITLEJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 3 .6 3 .7 3 .8 3 .9 4 .0 5 5 5 5 7 .6 7 .6 7 .7 7 .7 7 .8 O U T= 1.7 2 S SHRUBS 9 .0 W 9 .0 W + 10 .01010 1010 10 .5 W 10 .8 10 .9 11.5 + 12 .3+ 12.4 12 .5 12 .5 12 .9 13 .0 13 .8 RACK BICYCLE 14 .1 14 .2 SHOWER POST W 14 .2 14 .3 + 14 .8 15 15 15151544 15 .9 16 .6 17 .2 18 .8 19 .3 19 .8 202020 20 BENCH + 20 .6 + 20 .7 + 20 .7 + 20 .7 + 20 .8 20 .9 21.1 POSTDOG STATION + 22 .7 + 22 .8 KEEP OFF DUNES SIGN 23 .4 + + +24 .6 GUY WIRE SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE COMMUNICATIONS PEDESTAL SURVEY CONTROL POINT POST UTILITY POLE WATER METER SEWER CLEANOUT SIGN TREE SPOT ELEVATION LEGEND: 6 .7 S NN NAD 83NC GRIDW 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: 45 6183.045.DGNPOST POST POST POST HOUSE 3 STORY 2 X6 R E T AI NI N G WA LL AS LANDSCAPE BORDER TELEPHONE POLE TANK LID PROPANE SAND FENCES DUNES SIGN KEEP OFF 19 .9 10 STEPS 9 STEPS 4' WO O D R A MP 4' W OOD RAMP 4' W OOD RAMP S H R U BS SHRUBS SHRUBS SHRUBS N. SHORE DRIVEWIL MINGTON AVEN UE AREA GRAVEL PARKING 15 POST STATION DOG 4' WO O D B O A R D WAL K DECK SHOWER 6'X6' 15 CO WILMINGTON AVENUEBEACH ACCESS NO. 45SITE PLANSC148 45001 CONTROL POINT 12" SPIKE N=250829.9910 E=2441026.4300 EL=8.24 45002 CONTROL POINT MASONRY NAIL N=250839.5630 E=2441089.0940 EL=8.97 E=2441144.2710 N=250689.9090 12" SPIKE CONTROL POINT 45003 EL=21.68E 2,441,000E 2,441,100E 2,441,200N 250,600 N 250,700 N 250,800 E 2,441,300Sta 0+95.7799 SC110 SC111 SC112 SC109 0 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 3+90EL 17.05PVI 0+00.00EL 19.03PVI 0+30.29EL 19.03PVI 0+40.29EL 20.03PVI 0+55.29EL 20.03PVI 0+65.29EL 18.46PVI 0+88.96EL 18.46PVI 0+97.85EL 18.00PVI 1+27.85EL 18.00PVI 1+66.53EL 15.50PVI 1+96.53EL 15.50PVI 2+09.78EL 13.00PVI 2+39.78EL 13.00PVI 2+53.03EL 10.50PVI 2+83.03EL 10.50PVI 2+96.28EL 8.00PVI 3+26.28EL 8.00PVI 3+39.53EL 4.56PVI 3+80.82ELEVATION IN FEETPROFILE BEACH ACCESS 45 C-417 POB0+00.00 17.05 PVI0+40.29 19.03 PVI0+55.29 20.03 PVI0+65.29 20.03 PVI0+88.96 18.46 PVI0+97.85 18.46 PVI1+27.85 18.00 P VI1 + 6 6.5 3 1 8.0 0 P VI1 + 9 6.5 3 1 5.5 0 P VI2+0 9.7 8 1 5.5 0 P VI2+3 9.7 8 1 3.0 0 P VI2 + 5 3.0 3 1 3.0 0 P VI2 + 8 3.0 3 1 0.5 0 P VI2+9 6.2 8 1 0.5 0 P VI3+2 6.2 8 8.00 P VI3 + 3 9.5 3 8.0 0 P OE 3 + 8 0.8 2 4.5 6 E 2441245.6015 N 250613.0725 PI 2+85.66 E 2441267.8207 N 250599.5974 PI 3+82.87 E 2441232.9981 N 250631.2599 PI 1+99.16 E 2441237.7125 N 250624.7966 PI 2+07.16 E 2441250.3160 N 250606.6092 PI 2+93.66 E 2441221.8371 N 250585.8361 PI 3+28.91 E 2441226.5516 N 250579.3729 3+36.91PI E 2441209.2337 N 250604.0236 PI 2+42.41 E 2441213.9481 N 250597.5603 PI 2+50.41 E 2441201.3447 N 250615.7477 PI 1+63.91 E 2441181.8729 N 250641.9510 PI 1+31.26 E 2441184.1685 N 250680.7763 PI 0+92.37 E 2441129 .0743 N 250754.9169 PI 0+00.00 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 2 .7 2 .7 2 .8 2 .8 5 5 5 8 .6 8 .68.7 8 .8 8 .8 8 .9 8 .9 + 9 .4 POST CAN TRASH 9 .9 W 1010 10 .1 W W 10 .9 10 .9 11.4 11.5 11.8 + 12 .0 12 .1 + + 12 .2 + 12 .2 12 .4 12 .6 SHOWER POST RACK BICYCLE 12 .9 13 .213.5 P 13 .8 14 .1 + + 14 .6 14 .6+ + + 14 .7 1515 1515 .0 15 .1 POST POST 15 .9 + 16 .1 16 .2 POST + 17 .0 + + 17 .3 18 .3 18 .6 + 19 .5 + 19 .5 2020+ ++ 21.721.7 GUY WIRE SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE COMMUNICATIONS PEDESTAL SURVEY CONTROL POINT POST UTILITY POLE WATER METER SEWER CLEANOUT SIGN TREE SPOT ELEVATION LEGEND: 6 .7 NN NAD 83NC GRIDW 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: 46 6183.046.DGNGRAVEL PARKING LOT N. SHORE DRIVE SPLIT R AIL FE NCE APARTMENTS 3 STORY APARTMENTS 3 STORY TIMBERS LANDSCAPE DECK ON DECK AC UNITS FENCE SAND AC C ES S R O A DWO O D GR AT E SIGN BLOCK DO NOT VEHICLE SIGN ENERGENCY ACCESS SIGN DO NOT BLOCK ACCESS SIGN PUBLIC BEACH SIGN REGULATIONS BEACH LITTER SIGN DO NOT PARKING SIGN HANDICAP 12 STEPS 8 STEPS 11 STEPS SHRUBS SHRUBS B O A R D WAL K 4' WO O D ASPHALT PARKING ATLANTIC OCEAN 22 .3 PMB 508 N. SHORE DRIVEBEACH ACCESS NO. 46SITE PLANSTA 1+92.25 STA 0+62.53 E 2441322.7519 N 250877.7945 PI -0+10.00 E 2441449.9376 N 250701.8391 PI 2+17.11 46001 CONTROL POINT MASONRY NAIL N=250983.2970 E=2441247.5980 EL=9.11 46002 CONTROL POINT MASONRY NAIL N=251022.5090 E=2441305.7450 EL=9.09 46003 CONTROL POINT 12" SPIKE N=250841.6400 E=2441395.6140 EL=16.35E 2,441,200E 2,441,300E 2,441,400E 2,441,500N 250,900 N 251,000 N 250,800 PVI 1+09.66SC114 SC115 SC116 SC117 ELEVATION IN FEETPROFILE BEACH ACCESS 46 C-418EL 14.13PVI 0+00.00EL 14.40PVI 0+03.30EL 22.25PVI 0+12.88EL 22.19PVI 0+37.58EL 17.16PVI 0+43.85EL 17.11PVI 0+62.53EL 18.11PVI 0+63.53EL 18.00PVI 0+79.67EL 18.00PVI 1+40.25EL 14.00PVI 1+48.25EL 13.88PVI 1+60.25EL 9.88PVI 1+68.25EL 9.76PVI 1+80.25EL 3.76PVI 1+92.250 5 10 15 20 25 30 -5 -10 0 10 20 30 -15 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 -5 -10 -15 25 15 5 1+002+00PC 0+79.65 PT 1+54.65E = 2441407.4317 N = 250810.1266 PI 1+18.03 L = 75.00' T = 38.38' R = 143.24' PI 1+18.03 E = 2441535.7688 N = 250754.8563 PI 2+56.00 E = 2441336.8943 N = 250904.7594 PI 0+00 12'0 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+70EL .14.04EL. 15.71EL .16.54EL. 16.59EL. 16.64EL .16.69EL. 16.15EL. 14.81EL. 14.00EL. 14.00EL .14.00PVI 1+60.00EL. 12.75EL .6.008.333% 0.500% -5.386% 0.000% -8 .333% 30' VC 20' VC 20' VC 30' VC PROFILE VEHICLE BEACH ACCESS 46ELEVATION IN FEETPVI 0+30PVI 0+60PVI 0+00PVC 0+20PVT 0+40PVC 0+50PVT 0+70PVC 0+95PVT 1+25PVC 1+45PVT 1+75PVI 2+56FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHXXX J. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 9 .3 9 .3 9 .3 MB MB 9 .9 10MB + 10 .2 WW W WWWW 11.5 W S H R U BS 13 .1 13 .3 13 .8 + 14 .1 14 .3 + 14 .4 14 .5 15 15151515.2 P 16 .7 + 17 .1 17 .1 ++ 17 .217.2 17 .7 17 .7 18 .0 18 .1 18 .2 19 .0 20 .6 20 + 22 .2 + 24 .1 RIGHT-OF-WAY MONUMENT SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE ELECTRIC BOX COMMUNICATIONS PEDESTAL SURVEY CONTROL POINT POST UTILITY POLE WATER METER MAIL BOX SIGN TREE SPOT ELEVATION LEGEND: 6 .7 + S NN NAD 83NC GRIDW 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: 47 6183.047.DGNPOST POST 23 STEPS 6 STEPS 2 STEPS 12 STEPSDECKWOOD FENCE N. SHORE DRIVE D O LP HIN STREET HOUSE 2 STORY D E C K DECK AREAPARKINGGRAVEL FE N CE L ATTICE SHRUBS STOP SIGN CORNER PROPERTY IRON PIPE POST DOG STATION B O A R D WAL K 4' WO O D ATLANTIC OCEAN DOLPHIN STREETBEACH ACCESS NO. 47SITE PLANBERM +6.0' NAVD 88 STA 0+62.18 STA 1+95.78 E 2442206.1736 N 251231.4547 PI 2+23.26 E 2442072.7291 N 251422.7719 PI -0+10.00 47001 CONTROL POINT 12" SPIKE N=251468.2850 E=2442048.5310 EL=10.83 47002 CONTROL POINT MASONRY NAIL N=251415.3730 E=2441994.7470 EL=11.70 47003 CONTROL POINT 12" SPIKE N=251377.7980 E=2442129.7570 EL=17.37E 2,442,000E 2,442,100E 2,442,200E 2,442,300N 251,300 N 251,400 N 251,500 SC119 SC121 SC123 SC120 SC122 PROFILE BEACH ACCESS 47 C-419ELEVATION IN FEET0 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20EL 13.44PVI -0+08.25EL 13.46PVI 0+00.00EL 20.59PVI 0+09.64EL 20.57PVI 0+29.68EL 21.57PVI 0+30.74EL 21.56PVI 0+50.49EL 20.67PVI 0+62.18EL 18.21PVI 0+66.18EL 18.00PVI 0+97.08EL 18.00PVI 1+46.20EL 14.00PVI 1+54.20EL 13.88PVI 1+66.20EL 9.88PVI 1+74.20EL 9.76PVI 1+86.20EL 3.76PVI 1+98.202+40 -15-15 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 3 .0 3 .0 3 .0 3 .1 + 4 .7 BE NC H 5 5 5 TOP OF DUNE +14.0' NAVD 88 10 10 POST 10 .6 10 .7 10 .8 10 .9 POST 11.1 POST 11.9 12 .0 12 .9 13 .4 + 13 .4 + 13 .5 13 .5 15 1515 + 16 .9 + 17 .2 17 .3 17 .3 18 .2 POST POST 18 .8 POST 19 .1 19 .6 20 .0 20 20 .5 20 .6 + + 20 .6 + 20 .7 21.0 21.4 + 21.6 + 21.6 PROPERTY CORNER SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE COMMUNICATIONS PEDESTAL SURVEY CONTROL POINT POST UTILITY POLE WATER METER GUY WIRE SIGN TREE SPOT ELEVATION LEGEND: 6 .7 S NN NAD 83NC GRIDW 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: 48 6183.048.DGNTOP SEALED TOP= 8.88 CANS TRASH 16 STEPS 6 STEPS 6 STEPS 4 STEP S SHRUBS SIGN REGULATION BEACH SIGN ACCESS PUBLIC HOUSE 2 STORY HOUSE 2 STORY DECK DECK N. SHORE DRIVE MECKLE NBURG AVEN UE POSTS POSTDOG STATION 4' WO O D B O A R D WA L K10 MECKLENBURG AVENUEBEACH ACCESS NO. 48SITE PLANSTA 1+85.58 STA 0+76.14 E 2443898.4769 N 252799.7225 PI -0+10.00 E 2444024.7256 N 252614.5440 PI 2+14.12 48002 CONTROL POINT MASONRY NAIL N=252806.3780 E=2443818.7230 EL=8.01 48001 CONTROL POINT 12" SPIKE N=252861.7210 E=2443869.0640 EL=8.40 48003 CONTROL POINT 12" SPIKE N=252746.5810 E=2443952.3090 EL=18.76E 2,443,800E 2,443,900E 2,444,000E 2,444,100N 252,600 N 252,700 N 252,800 N 252,900 SC130 SC131 SC132 SC133 ELEVATION IN FEETPROFILE BEACH ACCESS 48 C-420EL 11.26PVI -0+04.38EL 14.55PVI 0+00.00EL 14.45PVI 0+43.03EL 18.52EL 18.54PVI 0+76.14EL 18.00PVI 1+59.42EL 14.00PVI 1+67.42EL 13.88PVI 1+79.42EL 9.88PVI 1+87.42EL 9.76PVI 1+99.42EL 3.76PVI 2+11.420 5 10 15 20 25 30 -5 -10 0 10 20 30 -15 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 -5 -10 -15 25 15 5 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 1.9 2 .2 2 .4 2 .5 5 5 5 5 5 + 5 .3 BERM +6.0' NAVD 88 8 .4 8 .3 8 .3 8 .3 8 .3 8 .4 8 .4 POST S + 8 .9 POST POST 9 .5 9 .5 10 10101010.1 10 .3 10 .310.4 10 .5 10 .5 POST 10 .7 + 10 .8 POST POST POST 11.2 + 11.3 11.3 11.3 11.4 18 .2 POST + 14 .4 + 14 .5 1515 1515 + 15 .1 + 15 .1 17 .9 + 18 .5 + 18 .519.2 GUY WIRE SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE COMMUNICATIONS PEDESTAL SURVEY CONTROL POINT POST UTILITY POLE WATER METER LIGHT POLE SIGN TREE SPOT ELEVATION LEGEND: 6 .7 NN NAD 83NC GRIDS W 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: 49 6183.049.DGNPOST POST POST POST 11 STEPS 9 STEPS 8 STEPS 12 STEPS N. SHORE DRIVE C R A VE N STREET AREA GRAVEL PARKING DUNES SIGN KEEP OFF SIGN REGULATIONS BEACH OLD SAND FENCES WELL MONITORING SURF CITY ON POST TRASH CAN TIMBERS LANDSCAPE 4' WO O D B O A R D WA L K ATLANTIC OCEAN 15 CRAVEN STREETBEACH ACCESS NO. 49SITE PLANSTA 0+67.92 STA 2+30.46 E 2444504.5283 N 252973.8953 PI 2+35.51 E 2444363.1411 N 253174.6052 PI -0+10.00 CONTROL POINT MASONRY NAIL N=253160.1170 E=2444297.1880 EL=7.30 49002 49001 CONTROL POINT 12" SPIKE N=253218.1070 E=2444352.4190 EL=6.51 49003 CONTROL POINT 12" SPIKE N=253108.4550 E=2444416.8040 EL=16.87E 2,444,300E 2,444,400E 2,444,500E 2,444,600N 253,000 N 253,100 N 253,200 SC135 SC136 SC137 SC138 ELEVATION IN FEETPROFILE BEACH ACCESS 49 C-421 0 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -15 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40EL 7.55PVI -0+09.43EL 14.30PVI 0+00.00EL 14.34PVI 0+27.02EL 19.91PVI 0+33.69EL 19.89PVI 0+67.92EL 17.89PVI 0+70.92EL 18.00PVI 1+08.00EL 18.00PVI 1+78.46EL 14.00PVI 1+86.46EL 13.88PVI 1+98.46EL 9.88PVI 2+06.46EL 9.76PVI 2+18.46EL 3.76PVI 2+30.46-15 -10 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 + 2 .3 + 2 .4 + 2 .5 + 2 .7 5 5 5 + 5 .9 + 7 .0 + 7 .2 + 7 .2 + 7 .2 + 7 2 + 7 .3 + 7 .3 + + 7 .3 7 .3 + 7 .3 + 7 .3 + 7 .4 + 7 .4 + 7 .4 + 7 .4 + 7 .4 + + + 7 .5 7 .5 7 .5 + 7 .5 + 7 .5 + 7 .5 + + 7 .5 7 .5 + + 7 .6 7 .6 + 7 .8 + 7 .9 101010 10 + 14 .2 + 14 .3 + 14 .3 + 14 .8 + 14 .9 + 14 .9 15 15 1515+ 15 .0 + 15 .5 + 15 .8 + 15 .9 POST+ 16 .1 + 16 .7 + 16 .8 POST+ 17 .1 + 17 .2 POST+ 17 .3 + 17 .5 POST + + 17 .5 17 .5 + 17 .6 + 17 .7 POST+ 17 .7 + 17 .9 +19 .9 + 19 .9 GUY WIRE SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE COMMUNICATIONS PEDESTAL SURVEY CONTROL POINT POST UTILITY POLE WATER METER LIGHT POLE SIGN TREE SPOT ELEVATION LEGEND: 6 .7 S W NN NAD 83NC GRID50 6183.050.DGNN. SHORE DRIVE J O N ES A V E N U E IN DISREPAIR SAND FENCE PAVER (TYP) CONCRETE SHRUBS SIGN BEACH REGULATIONS ACCESS SIGN PUBLIC BEACH 14 STEPS 5 STEPS 5 STEPS TRASH CAN MOUNTED HOUSE 1 STORY DECK D E C K ATLANTIC OCEAN POST STATION DOG 4' WOOD BOARDWALK MBTIMBERS LANDSCAPE 15 .0 14 .2 13 .6 13 .0 14 .0 16 .5 14 .7 13 .7 16 .4 14 .8 16 .6 14 .9 15 .9 JONES AVENUEBEACH ACCESS NO. 50SITE PLANTOP OF DUNE +14.0' NAVD 88 BERM +6.0' NAVD 88 STA 0+44.89 STA 2+04.86 E 2444917.3318 N 253560.8197 PI -0+10.00 E 2445038.4922 N 253379.1379 PI 2+08.38E 2,444,900E 2,445,000E 2,445,100N 253,400 N 253,500 N 253,600 SC140 SC141 SC142 SC143 SC144 ELEVATION IN FEETPROFILE BEACH ACCESS 50 C-422EL 7.04PVI 0+00.00EL 9.43PVI 0+03.24EL 9.44PVI 0+11.32EL 14.22PVI 0+17.24EL 14.22PVI 0+23.62EL 17.26PVI 0+26.62EL 17.26PVI 0+44.89EL 18.00PVI 0+80.74EL 18.00PVI 1+52.86EL 14.00PVI 1+60.86EL 13.88PVI 1+72.86EL 9.88PVI 1+80.86EL 9.76PVI 1+92.86EL 3.76PVI 2+04.860 5 10 15 20 25 30 -5 -10 0 10 20 30 -15 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 -5 -10 -15 25 15 5 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHXXX J. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: 4 .3 4 .3 4 .4 4 .5 5 5 5 5 .8 CONTROL POINT N=253617.6060 E=2444893.1370 EL=5.80 50001 12" SPIKE 5 .9 5 .9 5 .9 50002 CONTROL POINT N=253553.0050 E=2444833.5860 EL=5.92 MASONRY NAIL 5 .9 5 .9 6 .0 6 .1 6 .1 6 .1 6 .1 S SEALED LID TOP= 6.33 MB 6 .6 + 7 .07.1 7 .9 + 9 .4 + 9 .4 + 9 .510 10 10 R A MP 8 STEPS + 14 .2 14 .4 1515 15 .1 POST POST EL=16.19 E=2444971.8300 N=253543.4360 CONTROL POINT 50003 12" SPIKE POST + + 17 .3 17 .3 SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE PROPERTY CORNER SURVEY CONTROL POINT POST MAIL BOX WATER METER UTILITY POLE SIGN TREE SPOT ELEVATION LEGEND: 6 .7 51 6183.051.DGNWATER METER WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF GRAVEL SEWER LINE SANITARY SEWER MANHOLE SURVEY CONTROL POINT POST LIGHT POLE SIGN SPOT ELEVATION LEGEND: LID SEALED TOP= 7.28 7 .0 7 .2 6 .9 7 .0 7 .1 7 .0 15 .7 14 .3 17 .4 16 .4 7 .4 7 .2 7 .3 7 .4 15 .8 16 .4 17 .1 14 .7 2 .5 17 .8 18 .5 18 .5 19 .0 7 .3 9 .2 2 .4 2 .4 2 .3 2 .3 17 .4 16 .1 18 .6 18 .0 16 .4 17 .1 16 .7 17 .6 16 .6 8 .1 18 .1 13 .6 13 .6 14 .6 15 .0 14 .6 17 .3 17 .6 13 . + + + + + + + + + + + + + + + + LE N OIR A VE N U E N. SHORE ROAD ACCESS SIGN PUBLIC BEACH BEACH REGULATIONS SIGN RIP TIDE WARNING SIGN PARKING AREA GRAVEL TRASH CAN ATTACHED 4 STEPS 15 STEPS 9 STEPS 10 STEPS 4' WOOD BOARDWALK S ATLANTIC OCEAN W LENOIR AVENUEBEACH ACCESS NO. 51SITE PLANSTA 0+57.27 STA 1+95.65 E 2445529.5052 N 253742.2766 PI 2+24.20 E 2445395.4355 N 253934.3094 PI -0+10.00 51003 CONTROL POINT SPIKE N=253877.4500 E=2445414.3480 EL=15.9 51003 CONTROL POINT SPIKE N=253877.4500 E=2445414.3480 EL=15.9E 2,445,300E 2,445,400E 2,445,500E 2,445,600N 253,800 N 253,900 N 254,000 SC149 SC150 SC151 SC152 ELEVATION IN FEETPROFILE BEACH ACCESS 51 C-423EL 7.97PVI 0+00.00EL 13.54PVI 0+07.18EL 13.47PVI 0+22.18EL 18.55PVI 0+28.45EL 18.00PVI 0+57.27EL 18.00PVI 0+96.65EL 18.00PVI 1+62.63EL 14.00PVI 1+70.63EL 13.88PVI 1+82.63EL 9.88PVI 1+90.63EL 9.76PVI 2+02.63EL 3.76PVI 2+14.630 5 10 15 20 25 30 -5 -10 0 10 20 30 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+30 25 15 5 -15-15 -5 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECH3 LINESDRAWING TITLEJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 51001 CONTROL POINT SPIKE N=253972.3910 E=2445380.4370 51001 CONTROL POINT SPIKE N=253972.3910 E=2445380.4370 EL=6.7 51002 CONTROL POINT MASONRY NAIL N=253917.0420 E=2445329.2980 EL=6.9 51002 CONTROL POINT MASONRY NAIL N=253917.0420 E=2445329.2980 EL=6.9 5 5 5 5 5 NN NAD 83NC GRID+ + 6 .9 + 7 .0 + 7 .0 + 7 .0 + 7 .0 + . + 7 .1 + + 7 .1 WW+ + + 7 .1 + + 7 .2 7 .2 + 7 .2 + 7 .2 + 7 .2 + + 7 .3 SS+ + 7 .3 + 7 .4 + + 7 .4 + + 10 10 10 10 10101010+ + 15 15 151515 151515+ . + 18 .6 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: NN NAD 83NC GRID52 6183.052.DGNWOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF GRAVEL SEWER LINE SANITARY SEWER MANHOLE SURVEY CONTROL POINT POST UTILITY POLE SIGN SPOT ELEVATION LEGEND: LID SEALED TOP= 7.79 N. SHORE DRIVE PE N D E R A V E N U E SAND PARKING AREA 4' B O A R D WA L K 12 STEPS 7 STEPS 9 STEPS ACCESS SIGN PUBLIC BEACH STOP SIGN ATLANTIC OCEAN POST DOG STATION S PENDER AVENUEBEACH ACCESS NO. 52SITE PLANSTA 0+34.44 STA 2+02.48 E 2445967.6712 N 254351.3035 PI -0+10.00 E 2446106.4061 N 254156.7357 PI 2+28.96E 2,445,900E 2,446,000E 2,446,100E 2,446,200N 254,200 N 254,300 N 254,400 SC157 SC158 SC159 SC160 SC155 SC156 ELEVATION IN FEETPROFILE BEACH ACCESS 52 C-424EL 13.52PVI 0+01.78EL 13.59PVI 0+14.80EL 17.68PVI 0+20.00EL 17.67PVI 0+34.44EL 18.00PVI 1+01.50EL 18.00PVI 1+50.48EL 14.00PVI 1+58.48EL 13.88PVI 1+70.48EL 9.88PVI 1+78.48EL 9.76PVI 1+90.48EL 3.76PVI 2+02.480 5 10 15 20 25 30 -5 -10 0 10 20 30 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+30 25 15 5 -15-15 -5 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 2 .2 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: 2 .4 2 .4 2 .5 52001 12" SPIKE CONTROL POINT 5 5 5 5 + 6 .1 7 .3 7 .5 N=254394.2600 E=2445955.8390 EL=7.55 7 .6 7 .6 7 .6 52002 CONTROL POINT MASONRY NAIL N=254334.1840 E=2445896.5850 EL=7.61 7 .6 7 .7 7 .8 S 7 .8 7 .8 POST SIGN + 9 .3 7 STEPS 10 1010 10+ 13 .5 + 13 .5 + 13 .5 + 13 .6 15151515 CONTROL POINT 52003 12" SPIKE N=254324.9080 E=2446000.8230 EL=17.50 + 17 .7 + 17 .7 17 .7 22.6 NN NAD 83NC GRID53 6183.053.DGNWOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT OVERHEAD ELECTRIC LINES SEWER LINE SANITARY SEWER MANHOLE SURVEY CONTROL POINT POST LIGHT POLE SIGN SPOT ELEVATION LEGEND: S POST BO A R D WALK 4' WO O D 19 STEPS 8 STEPS 11 STEPS PARKING NO ON-SITE SIGN STOP N. SHORE DRIVEB R O A DWA Y STREE T REGULATIONS SIGN SURF CITY BEACH DUNES SIGN KEEP OFF ON STEPSTRASH CANS HUNG 6 .7 ATLANTIC OCEAN 4' BOARD WALK BROADWAY STREETBEACH ACCESS NO. 53SITE PLANO N S L O W C O U N T Y P E N D E R C O U N T YSURF CITY NORTH TOPSAIL BEACH STA 0+39.09 STA 2+15.07 E 2446777.8505 N 254678.5668 PI 2+39.09 E 2446623.3801 N 254861.0590 PI -0+10.00E 2,446,500E 2,446,600E 2,446,700E 2,446,800N 254,700 N 254,800 N 254,900 PROFILE BEACH ACCESS 53ELEVATION IN FEETC-425 0 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -15 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40EL 7.28PVI 0+00.00EL 13.19PVI 0+08.31EL 13.23PVI 0+23.14EL 18.14PVI 0+29.52EL 18.09PVI 0+39.09EL 18.00PVI 0+71.85EL 18.00PVI 1+63.07EL 14.00PVI 1+71.07EL 13.88PVI 1+83.07EL 9.88PVI 1+91.07EL 9.76PVI 2+03.07EL 3.76PVI 2+15.07-15 -10 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: 53001 CONTROL POINT 12" SPIKE N=254888.8060 E=2446589.5590 EL=6.88 2 .3 2 .4 2.5 2 .5 5 5 5 ++ 6 .6 6 .6 6 .6 6 .6 6 .6 6 .7 6 .7 6 .7 6 .7 6 .8 6 .8 53002 CONTROL POINT MASONRY NAIL N=254828.6860 E=2446565.2270 EL=6.78 6 .8 6 .8 6 .8 6 .9 6 .9 ++ 7 .3 7 .4 POST10 1010 10 ++ 13 .2 ++ 13 .2 POST DOG STATION 1515 151516 .1 16 .3 15 .5 53003 CONTROL POINT 12" SPIKE N=254838.1900 E=2446664.3620 EL=16.02 17 .1 17 .5 ++ 18 .1 ++ 18 .1 54 NN NAD 83NC GRID6183.054.DGN12 STEPS 9 STEPS 15 STEPS N. SHORE DRIVE SAND PARKING AREA IN SAND BURIED ATLANTIC OCEAN B O A R D WA L K 4' WO O D 1719 N. SHORE DRIVEBEACH ACCESS NO. 54SITE PLANTOP OF DUNE +14.0' NAVD 88 STA 0+50.74 STA 2+43.74 E 2447110.8622 N 255260.8165 PI -0+10.00 E 2447252.0114 N 255046.9182 PI 2+46.27E 2,447,000E 2,447,100E 2,447,200E 2,447,300N 255,100 N 255,200 N 255,300 NT1 NT2 NT3 NT4 ELEVATION IN FEETPROFILE BEACH ACCESS 54 C-426EL 7.63PVI 0+00.00EL 14.53PVI 0+09.05EL 14.47PVI 0+25.83EL 20.07PVI 0+32.99EL 20.14PVI 0+50.74EL 18.14PVI 0+53.74EL 18.00PVI 0+88.68EL 18.00PVI 1+91.74EL 14.00PVI 1+99.74EL 13.88PVI 2+11.74EL 9.88PVI 2+19.74EL 9.76PVI 2+31.74EL 3.76PVI 2+43.740 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 -15-15 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECH3 LINESDRAWING TITLEJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 2.7 2 .7 2 .8 2 .8 5 5 5 6 .8 6 .8 54002 CONTROL POINT MASONRY NAIL N=255241.2060 E=2447039.6990 EL=6.88 7 .0 7 .0 7 .0 7 .0 7 .1 7 .1 54001 CONTROL POINT 12" SPIKE N=255285.8750 E=2447076.4410 EL=7.11 ACCESS SIGN PUBLIC BEACH REGULATIONS SIGN SURF CITY BEACH ++ 7 .6 SIGN 1800 N. SHORE WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT OVERHEAD ELECTRIC LINES SEWER LINE SANITARY SEWER MANHOLE SURVEY CONTROL POINT POST UTILITY POLE SIGN SPOT ELEVATION LEGEND: S 6 .7 1010 10++ 11.2 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: ++ 14 .5 ++ 14 .5 1515 54003 CONTROL POINT 12" SPIKE N=255203.3250 E=2447125.7390 EL=18.46 ++ 20 .1 ++ 20 .1 17 .5 17 .7 14 .5 18 .0 18 .4 19 .4 55 BOLTED TOP TOP= 6.71 AREA PARKING SAND AREA PARKING SAND N. SHORE DRIVE IN SAND BURIED 10 STEPS 15 STEPS 4' WO O D B O A R D WAL K PARKING SIGN HANDICAP REGULATONS SIGN SURF CITY BEACH 1900 NSHORE SIGN ACCESS SIGN PUBLIC BEACH ATLANTIC OCEAN 5TH STREETBEACH ACCESS NO. 55SITE PLANSTA 0+39.89 STA 2+28.45 E 2447922.4355 N 255564.1725 PI 2+37.55 E 2447790.7529 N 255749.7454 PI -0+10.00E 2,447,700E 2,447,800E 2,447,900E 2,448,000N 255,600 N 255,700 N 255,800 NT5 NT6 NT7 NT8 E 2447938905.4886 N 255548372.8667 E 2447938905.4886 N 255548372.8667 E 2447938905.4886 N 255548372.8667 E 2447938905.4886 N 255548372.8667 PROFILE BEACH ACCESS 55 C-427ELEVATION IN FEETEL 7.03PVI 0+00.00EL 15.89PVI 0+11.67EL 15.81PVI 0+39.89EL 17.81PVI 0+42.89EL 18.00PVI 0+90.04EL 18.00PVI 1+76.45EL 14.00PVI 1+84.45EL 13.88PVI 1+96.45EL 9.88PVI 2+04.45EL 9.76PVI 2+16.45EL 3.76PVI 2+28.450 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 -15-15 6183.055.DGNFILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 55001 CONTROL POINT 12" SPIKE N=255782.7870 E=2447764.6500 EL=6.82 3 .1 3 .1 3 .2 3 .2 5 5 5 5 6 .2 6 .5 6 .5 6 .6 6 .6 6 .6 6 .7 6 .7 S 55002 CONTROL POINT MASONRY NAIL N=255811.5770 E=2447815.8530 EL=6.74 POST SIGN 6 .9 SIGN 6 .9 6 .9 7 .0 7 .0 SIGN ++ 7 .0 SIGN AT END TRASH CAN10 1010 1010 .1 NN NAD 83NC GRID15 15 1515POST ++ 15 .8 55003 CONTROL POINT 12" SPIKE N=255702.6300 E=2447803.6340 EL=15.86 ++ 15 .9 16 .1 16 .3 16 .7 DOG STATION POST 17 .0 17 .8 17 .8 LIGHT POLE WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES SEWER LINE SANITARY SEWER MANHOLE SURVEY CONTROL POINT POST UTILITY POLE SIGN SPOT ELEVATION LEGEND: S 6 .7 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: 16 STEPS 56 6183.056.DGNPOST 6" PALMETTO TREE 15TOP= 6.43 IN= 0.11 O UT= 0.02 6 STEPS 11 STEPS 4' WO O D B O A R D WA L K TO STEPS ATTACHED TRASH CAN AREA SAND PARKING ACCESS SIGN PUBLIC BEACH REGULATIONS SIGN SURF CITY BEACH SIGN 2000 NSHORE N. SHORE DRIVE HOUSE3 STORY B O AR D WALK SPLIT RAIL FENCE DECK ON RAISED A/C UNITS POSTDOG STATION ATLANTIC OCEAN IN= 0.13 2001 N. SHORE DRIVEBEACH ACCESS NO. 56SITE PLANSTA 0+71.64 STA 2+31+49 E 2448240.0435 N 256088.9662 PI -0+10.00 E 2448387.9411 N 255877.4586 PI 2+48.09E 2,448,200E 2,448,300E 2,448,400E 2,448,500N 255,900 N 256,000 N 256,100 NT10 NT11 NT12 NT13 PROFILE BEACH ACCESS 56 C-428ELEVATION IN FEETE 2,448,100EL 6.43PVI 0+00.00EL 13.27PVI 0+09.29EL 13.23PVI 0+33.40EL 16.99PVI 0+38.03EL 16.70PVI 0+71.64EL 18.00PVI 1+20.44EL 18.00PVI 1+79.49EL 14.00PVI 1+87.49EL 13.88PVI 1+99.49EL 9.88PVI 2+07.49EL 9.76PVI 2+19.49EL 3.76PVI 2+31.490 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 -15-15 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECH3 LINESDRAWING TITLEJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 1.8 56001 CONTROL POINT 12" SPIKE N=256115.5710 E=2448220.3260 EL=6.24 2 .4 2 .6 5 5 5 5 .7 5 .8 6 .2 6 .3 S ++ 6 .4 6 .4 6 .5 6 .5 56002 CONTROL POINT MASONRY NAIL N=256148.0050 E=2448275.5460 EL=6.60 6 .7 6 .7 6 .7 6 .7 7 .0 7 .0 ++ 7 .3 7 .5 6" PALMETTO TREE 8 .4 10 101010.3 56003 CONTROL POINT 12" SPIKE N=256019.0780 E=2448262.7450 EL=17.33 ++ 13 .2 ++ 13 .3 13 .7 14 .0 14 .8 15++ 16 .7 ++ 17 .0 17 .4 NN NAD 83NC GRID19 .2 20 .4 WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE SURVEY CONTROL POINT POST UTILITY POLE SIGN TREE SPOT ELEVATION LEGEND: S 6 .7 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: 57 6183.057.DGN108" PALMETTO TREE POST POST POSTPOST POST POST POST POST 9 .8 9 .5 9 .6 9 .6 9 .9 9 .8 9 .9 10 .1 9 .5 4 .4 1.8 1.6 1.9 1.8 9 .6 18 .6 18 .5 12.2 13 .2 18 .7 9 .5 N. SHORE DRIVE E. NINT H STREET 5 STEPS 9 STEPS 14 STEPS 10 STEPS 4' WO O D B O A R D WA L K .213 9 .8 10 .9 STONE (TYP) STEPPING 9 .7 4X4 POSTS (TYP) ROPE FENCE WITH NO PARKING SIGN ACCESS SIGN PUBLIC BEACH SIGN REGULATIONS BEACH ATLANTIC OCEAN 9 .7 18 .9 9TH STREETBEACH ACCESS NO. 57SITE PLANSTA 0+53.27 STA 1+85.35 E 2448958.3837 N 256264.4209 PI 2+32.43 E 2448819.6891 N 256463.2619 PI -0+10.00 57003 CONTROL POINT 12" SPIKE N=256435.1490 E=2448856.1320 EL=19.79E 2,448,800E 2,448,900E 2,449,000N 256,500 N 256,300 N 256,400 NT14 NT15 NT16 NT17 ELEVATION IN FEETPROFILE BEACH ACCESS 57 C-429 0 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40EL 10.86PVI 0+00.00EL 13.16PVI 0+03.41EL 13.18PVI 0+15.23EL 18.74PVI 0+22.74EL 18.00PVI 0+60.00EL 18.00PVI 1+33.35EL 14.00PVI 1+41.35EL 13.88PVI 1+53.35EL 9.88PVI 1+61.35EL 9.76PVI 1+73.35EL 3.76PVI 1+85.35-15-15 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 57002 CONTROL POINT 12" SPIKE N=256451.1800 E=2448774.6650 EL=9.21 ++ 5 5 5 57001 CONTROL POINT 12" SPIKE N=256501.1230 E=2448791.4880 EL=8.22 POST POST ++++++ 19 .4 19 .5 19 .6 10 10 108" PALMETTO TREE 20 .2 ++ POST NO OUTLET SIGN POST ++ ++15151515+++++ ++ NN NAD 83NC GRIDWOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE SURVEY CONTROL POINT POST LIGHT POLE SIGN TREE SPOT ELEVATION LEGEND: S 6 .7 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: 58 58003 CONTROL POINT 12" SPIKE N=256623.1930 E=2449115.9130 EL=16.64 6183.058.DGN+ + + + + + + + + + + + + + + + + + + WW + + + + + + + + + S POST POST SIGN POST + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 11.5 9 .8 11.6 11.5 9 .8 8 .2 9 .8 13 .3 11.7 8 .0 8 .3 8 .1 7 .8 7 .5 7 .9 15 .2 15 .2 17 .2 15 .1 13 .2 13 .3 15 .2 13 .2 17 .2 7 .6 7 .3 7 .6 7 .3 7 .3 7 .5 10 .0 10 .0 7 .8 7 .8 14 .9 12 .5 12.6 5 .2 6 .9 7 .5 8 .1 7 .7 7 .4 7 .5 2 .1 2 .2 2.2 1.9 1.9 8 .0 7 .87 .8 7 .9 TOP= 7.28IN= 2.68OUT= 2.71 3 .3 9 .8 W OOD RETAINING W ALL PALMETTO TREES SIGN NO PARKING WOOD FENCE WO O D R A MPWO O D R A MPWO O D R A MPWO O D R A MPWO O D R A MP 5' WO O D B O A R D WALK 14 .7 5' W OOD RAMP RAMP RAMP ACCESS SIGN PUBLIC BEACH ONLY SIGN POST 2111 NSHORE SIGNS LOCATED ON RAMPS NO PARKING, BEACH REGULATIONS, AND SIGN BURIED IN SAND KEEP OFF DUNES DOG STATION POST ++14 .8 PARKING AREA GRAVEL & SAND N. SHORE DRIVE W 2111 N. SHORE DRIVEBEACH ACCESS NO. 58SITE PLANELEVATIONTOP OF DUNE +14.0' NAVD 88 58002 CONTROL POINT MASONRY NAIL N=256621.7020 E=2448993.2390 EL=8.14 58001 CONTROL POINT 12" SPIKE N=256659.9160 E=2449034.1150 EL=7.61E 2,449,000E 2,449,200E 2,449,300N 256,600 N 256,700 N 256,500 NT18 NT19 NT20 NT21 NT22 PROFILE BEACH ACCESS 58 C-430 0 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80EL 15.12PVI 0+00.00EL 17.17PVI 0+24.82EL 17.20PVI 0+55.05EL 17.00PVI 0+84.28EL 17.00PVI 0+91.32EL 18.00PVI 1+33.24EL 18.00PVI 1+59.03EL 15.50PVI 1+89.03EL 15.50PVI 2+02.28EL 13.00PVI 2+32.28EL 13.00PVI 2+45.53EL 10.50PVI 2+75.53EL 10.50PVI 2+88.78EL 8.00PVI 3+18.78EL 8.00PVI 3+34.03EL 5.50PVI 3+64.03-15 -15 POB0+00.00 15.12 PVI0+55.05 17.20 PVI0+84.28 17.00 PVI0+91.32 17.00 PVI1+33.24 18.00 P VI1 + 5 9.0 3 1 8.0 0 P VI1 + 8 9.0 3 1 5.5 0 P VI2+0 2.2 8 1 5.5 0 P VI2+32.2 8 1 3.0 0 P VI2 + 4 5.5 3 1 3.0 0 P VI2 + 7 5.5 3 1 0.5 0 P VI2+8 8.7 8 1 0.5 0 P VI3+1 8.7 8 8.0 0 P VI3 + 3 4.0 3 8.0 0 P OE 3 + 6 4.0 3 5.5 0 E 2449090.7324 N 256671.2424 PI 0+00.00 E 2449151.1501 N 256594.8262 PI 0+97.42 E 2449229.5120 N 256523.3333 PI 3+75.36 E 2449183.5285 N 256509.5721 PI 3+21.40 E 2449188.2429 N 256503.1088 PI 3+29.40 E 2449207.2928 N 256536.8084 PI 2+78.15 E 2449152.6262 N 256552.6501 PI 1+39.62 E 2449163.0360 N 256539.4837 PI 1+56.40 E 2449194.6894 N 256554.9959 PI 1+91.65 E 2449212.0073 N 256530.3452 PI 2+86.15 E 2449170.9250 N 256527.7596 PI 2+34.90 E 2449175.6395 N 256521.2963 PI 2+42.90 E 2449199.4038 N 256548.5326 PI 1+99.65 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 5 5 5 5 5 5 BERM +6.0' NAVD 88 10 10 10 101010151515 15 NN NAD 83NC GRIDWOOD BOARDWALK OR DECK WALL CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE SURVEY CONTROL POINT POST WATER METER LIGHT POLE SIGN TREE SPOT ELEVATION LEGEND: S 6 .7 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: 59 6183.059.DGNSEA SHORE DRIVE SAND HOUSE 3 STORY DEC K DEC K 3 STEPS 13 STEPS 19 STEPS 4' WO O D BO A RD WALK SAND FENCE (TYP) DUNES SIGN KEEP OFF ACCESS SIGN PUBLIC BEACH BEACH REGULATIONS SIGN ATLANTIC OCEAN 14 STEPS #232 SEA SHORE DR. HOUSE 3 STORY SEA SHORE DRIVEBEACH ACCESS NO. 59SITE PLANSTA 0+97.65 STA 2+24.83 E 2450410.3735 N 257366.8756 PI 2+45.32 E 2450248.5053 N 257564.3305 PI -0+10.00E 2,450,200E 2,450,300E 2,450,400E 2,450,500N 257,400 N 257,500 N 257,600 NT25 NT26 NT27 NT28 PROFILE BEACH ACCESS 59 C-431ELEVATION IN FEETEL 7.21PVI -0+01.90EL 8.30PVI 0+00.00EL 8.35PVI 0+60.70EL 15.39PVI 0+70.14EL 15.28PVI 0+97.65EL 17.78PVI 1+01.65EL 18.00PVI 1+20.03EL 18.00PVI 1+72.83EL 14.00PVI 1+80.83EL 13.88PVI 1+92.83EL 9.88PVI 2+00.83EL 9.76PVI 2+12.83EL 3.76PVI 2+24.830 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 -15-15 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECH3 LINESDRAWING TITLEJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 1.9 2.02.0 2 .1 ++ 4 .2 5 5 59002 CONTROL POINT MASONRY NAIL N=257633.7290 E=2450273.9540 EL=5.23 5 .5 5 .5 59001 CONTROL POINT 12" SPIKE N=257599.4220 E=2450220.6240 EL=5.52 5 .5 5 .6 5 .6 5 .6 W 6 .2 6 .3 6 .4 6 .5 7 .0 7 .1 W 7 .2 ++ 7 .2 7 .3 7 .4 7 .4 7 .5 7 .6 7 .9 ++ 8 .3 ++ 8 .3 8 .6 10 10 .6 12 .3 13 .1 59003 CONTROL POINT 12" SPIKE N=257489.7470 E=2450296.4650 EL=14.90 ++ 15 .3 ++ 15 .4 NN NAD 83NC GRIDWOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE SURVEY CONTROL POINT POST WATER METER UTILITY POLE SIGN TREE SPOT ELEVATION LEGEND: S 6 .7 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: 60 6183.060.DGNPOST POST + + + + POST W + + + + 6 .0 6 .1 6 .0 5 .9 6 .0 6 .0 5 .8 5 .9 6 .9 14 .0 14 .0 9 .5 + + + + + + + + S P LIT R AIL FE N C E DECK DECK HOUSE 2 STORY HOUSE 3 STORY L A N D S C AP E TI MB E R LANDSCAPE TIMBER TREES PALMETTOSH R U BSSEA SHORE DRIVE R E E V E S S T R E E T 2 X4 P OSTS WIT H R OPE FE N C E SIGN NO PARKING S A N D P AT H 5'-3" WOOD BOARDWALK 8 STEPS 13 STEPS A/C DECK ELEVATED DECK REGULATIONS SIGN NO PARKING, BEACH ACCESS SIGN PUBLIC BEACH TIMBER LANDSCAPE REEVES STREETBEACH ACCESS NO. 60SITE PLANBERM +6.0' NAVD 88 STA 0+15.91 STA 1+51+61 E 2451359.6905 N 258053.3095 PI 1+82.24 E 2451245.3741 N 258207.8712 PI -0+10.00 60001 CONTROL POINT 12" SPIKE N=258317.5270 E=2451176.5320 EL=6.01 60002 CONTROL POINT MASONRY NAIL N=258257.1640 E=2451129.7280 EL=5.69 60003 CONTROL POINT 12" SPIKE N=258188.1000 E=2451248.7850 EL=13.02E 2,451,100E 2,451,200E 2,451,300E 2,451,400N 258,100 N 258,200 N 258,300 NT37 NT38 NT36 NT39 ELEVATION IN FEETPROFILE BEACH ACCESS 60 C-432ELEVATION IN FEETPROFILE BEACH ACCESS 60EL 9.49PVI 0+00.00EL 13.96PVI 0+06.24EL 13.95PVI 0+15.91EL 17.95PVI 0+22.91EL 18.00PVI 0+54.31EL 18.00PVI 0+99.61EL 14.00PVI 1+07.61EL 13.88PVI 1+19.61EL 9.88PVI 1+27.61EL 9.76PVI 1+39.61EL 3.76PVI 1+51.610 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -15 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 -15 -10 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHXXX 3 LINESDRAWING TITLEJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 5 5 W 10 10 NN NAD 83NC GRIDWOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE SURVEY CONTROL POINT POST TELEPHONE PEDESTAL WATER METER UTILITY POLE SIGN TREE SPOT ELEVATION LEGEND: S 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: 61 6183.061.DGNPOST POST POST POST POST POST ++ POST POST POST POST POST POST POST POST +++POST POST POSTPOST POST POST POST POST POST POST + + + + + + + 6 .0 5 .7 5 .9 6 .2 6 .1 6 .0 5 .4 5 .7 10 .1 11.2 9 .8 13 .4 11.1 3 .8 3 .9 3 .9 8 .2 6 .7 7 .0 6 .7 7 .5 5 .2 5 .3 16 .1 15 .6 + + + + + + HOUSE 1 STORY RAISED DECK A/C UNIT ON DECK L A N DSC APE TI MBERS DRIVEWAY GRAVEL OCEAN DRIVE GREEN STREET NO PARKING SIGN SHRUBS S A N D P A T H ROPE FENCE SAND FENCES 4' WO O D B O AR D WAL K 8 STEPS 14 STEPS W ARNING SIGN SIGN BEACH REGULATIONS ACCESS SIGN PUBLIC BEACH 7 .7 SIGN 3 .8 17 .4 18 .1 GREEN STREETBEACH ACCESS NO. 61SITE PLANTOP OF DUNE +14.0' NAVD 88 BERM +6.0' NAVD 88 STA 0+43.63 STA 1+91.02 E 2454122.3151 N 260319.3580 PI -0+10.00 E 2454262.0918 N 260137.5422 PI 2+19.33 61002 CONTROL POINT PK NAIL N=260393.9600 E=2454066.1140 EL=6.20 61001 CONTROL POINT 12" SPIKE N=260424.8540 E=2454068.1540 EL=6.70 61003 CONTROL POINT 12" SPIKE N=260294.9950 E=2454156.2060 EL=13.62E 2,454,000E 2,454,100E 2,454,200E 2,454,300NT50 NT51 NT52 NT53 ELEVATION IN FEETPROFILE BEACH ACCESS 61 C-433 N 260,200 N 260,300 N 260,400 0 5 10 15 20 25 30 -5 -10 0 10 20 30 -15 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 -5 -10 -15 25 15 5PVI 0+00.00EL 18.00EL 18.00EL 14.00EL 13.88EL 9.88EL 9.76EL 3.76EL 8.23PVI 0+11.88EL 16.05P VI 0 + 4 3.6 3 E L 1 5.6 4 PVI 0+46.63EL 17.64PVI 0+92.07PVI 1+33.05PVI 1+41.05PVI 1+53.05PVI 1+61.05PVI 1+73.05PVI 1+85.05FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECH3 LINESDRAWING TITLEJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 5 5 510 1010 13 .2 1515 W NN NAD 83NC GRIDSHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE SURVEY CONTROL POINT POST TELEPHONE PEDESTAL WATER METER UTILITY POLE SIGN TREE SPOT ELEVATION LEGEND: S 6 .7 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: 62 POST 6183.062.DGNPOST POST POST POST + POST P OS T + + POST POST POST POST 6 .4 6 .3 6 .1 6 .2 6 .4 9 .3 9 .6 10 .3 6 .5 6 .3 6 .0 6 .3 6 .3 6 .7 7 .1 4 .5 4 .6 4 .3 4 .0 6 .9 6 .6 8 .8 9 .7 8 .98.2 6 .6 10 .3 12 .1 12 .2 12 .2 12"POST REGULATIONS SIGN BEACH DRIVING BEACH REGULATIONS SIGN NO PARKING SIGN ACCESS SIGN PUBLIC BEACH SEA SHORE DRIVE G R A Y S T R E E T BEACH ACCESS 8 SIGN ATLANTIC OCEAN 7 .5 B E A C H, 12'± WI D E A C C E S S T O S A N D V E HI C L E F E NCE S AND9 .0 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES:GRAY STREETBEACH ACCESS NO. 62SITE PLAN62003 CONTROL POINT 12" SPIKE N=260625.2090 E=2454607.3050 EL=10.87 62001 CONTROL POINT 12" SPIKE N=260700.0440 E=2454566.3160 EL=6.51 62002 CONTROL POINT MASONRY NAIL N=260659.6650 E=2454505.4830 EL=6.03 E 2,454,500E 2,454,600E 2,454,700E 2,454,800N 260,500 N 260,600 N 260,700 NT57 NT58 PROFILE BEACH ACCESS 62 C-434 0 5 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80EL 6.39PVI -0+07.79EL 7.58PVC 0+015.98EL 8.08PVI 0+25.98EL 8.78PVT 0+35.98EL 12.94PVC 0+095.00EL 14.00PVI 1+10.00EL 14.00PVT 1+25.00EL 14.00PVC 0+145.00EL 14.00PVI 1+60.00EL 12.75PVT 1+75.00EL 6.00PVI 2+56.00ELEVATION IN FEET0+001+00 2+000+00E 2454640.1571 N 260433.3874 PI 2+56.00 E 2454561.7518 N 260679.8568 PI -0+10.00 PC 0+83.65 PT 1+58.65 E 2454633.3863 N 260568.9538 PI 1+22.03 L = 75.00' T= 38.38' R = 143.24' PI 1+22.03 20' VC 30' VC 30' VC FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECH3 LINESDRAWING TITLEJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 12 .7 12 .8 5 5 5 16 .5 17 .810 1 0 1010 15 W NN NAD 83NC GRIDSHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE SURVEY CONTROL POINT POST TELEPHONE PEDESTAL WATER METER GUY LIGHT POLE UTILITY POLE SIGN TREE SPOT ELEVATION LEGEND: S 6 .7 63 6183.063.DGNIN SAND DUNE STEPS BURIED VISIBLE 8 STEPS B O A R D WA L K 4' WO O D ACCESS SIGN PUBLIC BEACH SIGN NO PARKING SEA SHORE DRIVE C H ES T N U T A V E N U E ATLANTIC OCEAN 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES:CHESTNUT STREETBEACH ACCESS NO. 63SITE PLANSTA 0+33.13 STA 1+67.42 E 2455048.5521 N 260976.7225 PI -0+10.00 E 2455149.8769 N 260815.7864 PI 1+80.18E 2,455,000E 2,455,100E 2,455,200N 260,800 N 260,900 N 261,000 NT60 NT63 NT61 NT62ELEVATION IN FEETPROFILE BEACH ACCESS 63 C-435EL 7.08PVI 0+00.00EL 14.43PVI 0+11.68EL 14.46PVI 0+33.13EL 18.09PVI 0+39.13EL 18.00PVI 0+52.71EL 18.00PVI 1+15.42EL 14.00PVI 1+23.42EL 13.88PVI 1+35.42EL 9.88PVI 1+43.42EL 9.76PVI 1+55.42EL 3.76PVI 1+67.420 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -15 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 -15 -10 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 5 .2 5 .2 5 .5 5 .7 6 .3 63002 CONTROL POINT MASONRY NAIL N=260940.8340 E=2454986.5210 EL=6.39 6 .4 6 .5 6 .5 6 .8 6 .8 6 .8 6 .8 7 .0 ++ 7 .1 7 .1 63001 CONTROL POINT 12" SPIKE N=261010.8690 E=2455046.8870 EL=8.24 ++ 8 .5 ++ 9 .21010 10 10 10 .5 10 .7 10 .9 11.2 11.5 11.8 12 .1 12 .2 12 .3 13 .4 13 .5 ++ 14 .4 ++ 14 .5 15 1515 1563003 CONTROL POINT HUB W/TACK N=260964.3210 E=2455076.7770 EL=16.45 16 .5 17 .7 18 .3 18 .6 W NN NAD 83NC GRIDSHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE SURVEY CONTROL POINT POST TELEPHONE PEDESTAL WATER METER GUY LIGHT POLE UTILITY POLE SIGN TREE SPOT ELEVATION LEGEND: S 6 .7 64 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES:6183.064.DGN64003 CONTROL POINT HUB W/TACK N=262102.2830 E=2456706.9160 EL=12.47 515 P OS TP OS TP OS T P OS TPOST (TYP)POST (TYP) SHRUBS BOARDWALK5' WOODVISI BLE3 S TE P SVISIBLE4 S TEP S COVERED PICNIC TABLE 3 S T E P S B OAR DWAL K4' WOOD 6.7 5.8 GRASS MEDIAN SAND FENCE ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + DECK 7 S T E P S GRAVEL PARKING LOT GRAVEL PARKING LOT GRAVEL PARKING LOT ISLAND DRIVE WARNING SIGN KEEP OFF DUNES BEACH ACCESS SIGN REGIONAL PUBLIC HANDICAP RAMP5' WOOD BOARDWALKSHOWERSNNATLANTIC OCEAN 4' HANDICAP RAMP4' HANDICAP RAMP4' HANDICAP RAMP4' HANDICAP RAMP4' HANDICAP RAMP4' HANDICAP RAMP CURB & GUTTER (TYP) CURB & GUTTER (TYP)RE S TROOMS P UBLI C OCBA#2 SIGNS PARKING HANDICAP SAND FENCE SIGN WARNING RIP TIDE BULLETIN BOARD SAND FENCE SAND FENCE SIGN BEACH REGULATIONS OCBA #4BEACH ACCESS NO. 64SITE PLANSTA 0+21.88 STA 1+74.92 E 24 5 6 5 2 0.635 5N 26 2023.90 7 8 PI -0 +10.00 E 2456629.9838 N 261863.6208 PI 1+84.03N 26 2,10 0 N 262,20 0 N 262,30 0 N 261,900 E 2,456,800E 2,456,700E 2,456,600E 2,456,500E 2,456,400N 262,000 Sta 0+74.2284 NT67 NT68 C-436 OCBA #4BEACH ACCESS NO. 64SITE PLAN1POB0+00.00 14.91 P VI0+37.73 14.89 P VI0+57.80 14.89 PVI0+95.13 18.00 PVI1+28.24 18.00PVI1+58.24 15.50PVI1+71.48 15.50PVI2+01.48 13.00PVI2+14.74 13.00PVI2+44.74 10.50PVI2+57.99 10.50PVI2+87.99 8.00PVI3+01.24 8.00POE3+43.24 4.50E 2456714.4560 N 262144.9910 PI 0+00.00 E 24 5 6 8 2 5.43 8 4N 2620 1 7.18 1 9 PI 3 +44.58 E 24 56 8 03.2192N 26 20 3 0.657 0 PI 2 +47.37 E 24 56 7 33.9574N 26 2 0 70.77 4 6 PI 0 +80.59 E 24 56 75 8.96 24N 26 2 0 33.33 23 PI 1 +25.62 E 2456 7 9 0.6158N 26 2 0 48.84 4 4 PI 1 +60.87 E 2456 7 9 5.330 2N 26 20 42.38 1 2 PI 1 +68.87E 2456 7 66.851 4N 262 02 1.6081 PI 2 +04.12 E 245 6 7 79.45 4 9N 2620 03.420 7 PI 2 +90.62 E 24 5 6 7 8 4 .16 9 3N 26 199 6.95 7 4 PI 2 +98.62 E 24 56 8 07.93 37N 2620 2 4.193 7 PI 2 +55.37 E 2456 7 3 5.409 5N 26 2 1 13.61 5 4 PI 0 +37.73 E 245 6 77 1.565 9N 2620 1 5.1448 PI 2 +12.12 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 20201POB0+00.00 14.91 P VI0+37.73 14.89 P VI0+57.80 14.89 PVI0+95.13 18.00 PVI1+28.24 18.00PVI1+58.24 15.50PVI1+71.48 15.50PVI2+01.48 13.00PVI2+14.74 13.00PVI2+44.74 10.50PVI2+57.99 10.50PVI2+87.99 8.00PVI3+01.24 8.00POE3+43.24 4.50E 2456714.4560 N 262144.9910 PI 0+00.00 NAD 83NC GRIDSCALE 1' = 20' HORIZONTAL 0 20 4010 1.5 1.5 1.5 1.5 1.6 1.6 1.6 1.7 64001 CONTROL POINT PK NAIL N=262219.4740 E=2456655.5670 EL=5.27 1.8 4.4 4.5 4.6 4.6 4.6 4.7 4.7 4.7 4.7 4.7 4.7 4.7 4.7 4.8 4.8 4.8 4.8 4.8 4.9 4.9 4.9 ++ 4.9 5.0 5.0 5.0 5 555 5555555555555 5 5555555555 55555555 5 5 5 5.0 5.0 5.0 5.1 5.1 5.1 5.2 5.2 5.2 P OS TP OS T5.4 5.4 64002 CONTROL POINT PK NAIL N=262254.5510 E=2456706.4890 EL=5.43 5.4 5.5 5.5 5.5 + + 5.5 5.6 5.7 5.7 5.7 5.8 + 5.9 + 6.0 W 6.1 11 .4 + 6.5 +6.7 6.7 +++++ 6.7 6.8 6.8++ 6.8 6.9 6.9 6.9 + 7.1 7.2 + 7.3 7.3 7.4 7.4 ++ 7.47.4 7.5 7.5 ++ 7.6 7.7 7.7 7.8 7.8 7.8 7.9 7.9 8.0 8.0 ++ 8.0 + 8.1 8.1 8.2 8.2 8.4 8.4 ++ 8.6 ++ ++ 8.8 ++ 8.8 8.9 4' HANDICAP RAMP 9.1+++Rand o mSI TE 64 64 2 7 6V-MIS C-NE WS E E FI ELD NOTES T RUET ABLE + 9.4 +++ 9.8++ 9.8++++10101010101010 10 10 10 10 10 ++++ 10 .5 + 10 .5 ++ 10 .6++ 10 .6 +++++ 10 .7 +++ 10 .8 ++ 11 .0 11 .1 11 .1 11 .1 11 .2 + 11 .3 11 .5 ++ 11 .8++ 11 .8 11 .8 ++++ 11 .9++ 12 .3 ++ 12 .3 13 .2 + 13 .3 13 .7 13 .8 + + SI GN13 .9 + +++++ 14 .8++ 14 .8 ++ 14 .9 ++ ++ 14 .9 ++ 14 .9++ ++ 14 .9 1515151515 1515 15 ++ 15 .1 +++ 15 .2 + + + ++ 17 .4 17 .9 18 .1 18 .8 W 19 .9 2020 20 .4 20 .6 SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT CURB & GUTTER EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SANITARY SEWER MANHOLE SURVEY CONTROL POINT POST TELEPHONE PEDESTAL WATER METER GUY LIGHT POLE UTILITY POLE SIGN TREE SPOT ELEVATION LEGEND: S 6.7 6183.064.DGN0 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 EL 10.57PVI 0+00.00EL 15.20PVI 0+11.15EL 15.10PVI 0+21.88EL 17.60PVI 0+25.88EL 18.00PVI 0+56.42EL 18.00PVI 1+22.92EL 14.00PVI 1+30.92EL 13.88PVI 1+42.92EL 9.88PVI 1+50.92EL 9.76PVI 1+62.92EL 3.76PVI 1+74.92EL 14.91PVI 0+00.00EL 14.88PVI 0+20.67EL 14.89PVI 0+37.73EL 14.89PVI 0+57.80EL 18.00PVI 0+95.13EL 18.00PVI 1+28.24EL 15.50PVI 1+58.24EL 15.50PVI 1+71.48EL 13.00PVI 2+01.48EL 13.00PVI 2+14.74EL 10.50PVI 2+44.74EL 10.50PVI 2+57.99EL 8.00PVI 2+87.99EL 8.00PVI 3+01.24EL 4.50PVI 3+43.240 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -15 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 -15 -10 PROFILE BEACH ACCESS 64-2ELEVATION IN FEETPROFILE BEACH ACCESS 64-1ELEVATION IN FEET-15-15 C-437 OCBA #4BEACH ACCESS NO. 64PROFILESFILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 65 6183.065.DGNTOPSAIL ROAD 2 1 S T AVE NUE S AND P A T H HOUSE 3 STORY DECK STREET SIGN S AND F E NC E S AND F E NC E HOUSE 2 STORY DECK DECK WO O D R A MP T O D E C K BOARDWALK 4' WOOD SAND FENCE (TYP) SAND FENCE SAND FENCE SAND FENCE (TYP) ATLANTIC OCEAN 10 1 0 ACCESS SIGN PUBLIC BEACH SIGN WARNING RIP TIDE P 7 STEPS VISIBLE 8 STEPS VISIBLE 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES:21ST AVENUEBEACH ACCESS NO. 65SITE PLANTOP OF DUNE +14.0' NAVD 88 BERM +6.0' NAVD 88 STA 0+20.34 STA 1+70.81 E 2458322.1579 N 262983.9692 PI 1+91.28 E 2458225.1925 N 263160.3491 PI -0+10.00 65002 CONTROL POINT MASONRY NAIL N=263290.3860 E=2458192.3260 EL=7.17 E 2,458,100E 2,458,200E 2,458,300E 2,458,400N 263,100 N 263,200 N 263,300 N 263,000 NT76 NT79 NT78 NT77 ELEVATION IN FEETPROFILE BEACH ACCESS 65 C-438EL 10.02PVI 0+00.00EL 14.57PVI 0+10.11EL 14.49PVI 0+20.34EL 17.99PVI 0+26.34EL 18.00PVI 0+64.49EL 18.00PVI 1+18.81EL 14.00PVI 1+26.81EL 13.88PVI 1+38.81EL 9.88PVI 1+46.81EL 9.76PVI 1+58.81EL 3.76PVI 1+70.810 5 10 15 20 25 30 -5 -10 0 10 20 30 -15 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 -5 -10 -15 25 15 5 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 2 .6 2 .7 2 .8 2 .8 65003 CONTROL POINT HUB W/TACK N=263127.7390 E=2458231.2390 EL=13.40 5 5 ++ ++ ++++ 14 .6 65001 CONTROL POINT 12" SPIKE N=263284.7170 E=2458135.5610 EL=6.91 7 .3 7 .4 7 .5 + ++ 7 .6 7 .7 7 .7 ++ 7 .8 7 .8 W ++ 8 .0 ++ ++ P 8 .0 8 .0 ++ ++++++ ++ 8 .2 W +++++8 .4 + ++ ++ 8 .5 S 8 .5 TOP= 8.51 LIFT STATION SEWER 8 .6 8 .7 ++++ 9 .0 9 .0 ++ ++ 9 .4 9 .4 9 .4 ++++ 9 .7 9 .8 ++ 10 10 +++ 10 .0 + + 10 .4 + ++ 10 .5 +++ 10 .8 11.7 11.7 11.8 ++ 12.2 ++ 12 .5 12 .6 ++++ 13 .3 ++ 13 .9 14 .1 ++ 14 .5 ++ ++ ++ W NN NAD 83NC GRIDSHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE SURVEY CONTROL POINT POST TELEPHONE PEDESTAL WATER METER ELECTRIC BOX LIGHT POLE UTILITY POLE SIGN TREE SPOT ELEVATION LEGEND: S 6 .7 66 6183.066.DGNS NN POST SHRUBS S HR U B SSHRUBSTOPSAIL ROAD 2 0 T H AVE NUE ATLANTIC OCEAN HOUSE 3 STORY DECK DRIVEWAY CONCRETE 3 STEPS 4' WOOD B OAR DWAL KDUNES SIGN KEEP OFF SAND FENCES SAND FENCE WARNING SIGN RIP CURRENT PARTICLE BOARD RAILS SHORED UP WITH 4 STEPS BELOW GRADE, TIMBER WALL LANDSCAPE TIMBER PLANTERS LANDSCAPE 20TH AVENUEBEACH ACCESS NO. 66SITE PLANSTA 0+79.81 STA 2+30.70 E 2458453.6055 N 263402.7361 PI -0+20.00 E 2458583.7162 N 263185.1132 PI 2+33.55E 2,458,400N 263,400 E 2,458,500E 2,458,600E 2,458,700N 263,300 N 263,200 NT80 NT83 NT81 NT82 PROFILE BEACH ACCESS 66ELEVATION IN FEETC-439EL 11.09PVI -0+01.05EL 11.75PVI 0+00.00EL 11.75PVI 0+21.52EL 13.45PVI 0+23.67EL 13.27PVI 0+79.81EL 17.77PVI 0+87.81EL 18.00PVI 1+31.98EL 18.00PVI 1+89.31EL 14.00PVI 1+97.31EL 13.88PVI 2+09.31EL 9.88PVI 2+17.31EL 9.76PVI 2+29.31EL 3.76PVI 2+41.310 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 -15-15 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020NAD 83NC GRIDSCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 2 .42.4 2.42.4 2 .42.4 2 .72.7 11.111.1 66001 CONTROL POINT HUB W/TACK N=263392.9290 E=2458450.4850 EL=10.67 11.7 6.12 5 5 5 15 .815.8 +8 .78.7 8 .88.8 8 .9 8 .9 8 .9 8 .9 8 .98.9 8 .98.9 9 .09.0 9 .19.1 9 .29.2 9 .39.3 9 .89.8 9 .99.9 101010.010.0 10 .110.1 10 .210.2 10 .310.3 +10 .510.5 10 .510.5 10 .6106 +++ 11.111.1 11.411.4 11.711.7 ++ 11.711.7 + +++ + 11.811.8 EXISTING IRON PIN 12 .512.5 12 .512.5 POST ++++12 .912.9 ++++ 13 .313.3 + 13 .313.3 ++ 13 .413.4 + 14 .114.1 14 .414.4 15 1515151515 .515.5 POST POST 66002 CONTROL POINT HUB W/TACK N=263305.0440 E=2458491.4440 EL=17.55 W SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE EXISTING IRON PIPE OR PIN SURVEY CONTROL POINT POST TELEPHONE PEDESTAL WATER METER UTILITY POLE SIGN TREE SPOT ELEVATION LEGEND: 6 .7 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: 67 6183.067.DGNS NN + + + + P SIGN + + + + + + + + + + + + + + + + 7 .9 7 .9 8 .0 7 .7 7 .8 8 .07.7 2.9 13 .7 3 .7 9 .1 13 .8 8 .1 9 .4 7 .8 8 .8 10 .0 9 .0 9 .6 8 .7 1.4 8 .5 9 .4 8 .4 10 .4 9 .1 1.4 1.4 1 8 T H AVE NUE TOPSAIL ROAD ATLANTIC OCEAN 5' WOOD B OAR DWAL K18 STEPS 9 STEPS SAND FENCE SAND FENCE HOUSE 2 STORY DECK DECK ELEVATED A/C UNIT ON S STATION LIFT SEWER ACCESS SIGN PUBLIC BEACH OFF DUNES SIGN WARNING, KEEP SHRUBS SAND FENCES 1.5 18TH AVENUEBEACH ACCESS NO. 67SITE PLANELEVATION+ + + + NT106 STA 0+86.86 STA 2+15.61 E 2459080.5760 N 263474.9487 PI 2+27.01 E 2458962.0856 N 263680.2106 PI -0+10.00 67001 CONTROL POINT 12" SPIKE N=263726.1010 E=2458959.5320 EL=6.87 67002 CONTROL POINT PK NAIL N=263727.0480 E=2459026.8750 EL=7.84E 2,458,900E 2,459,000E 2,459,100E 2,459,200N 263,500 N 263,600 N 263,700 NT88 NT91 NT89 NT90 NT92 PROFILE BEACH ACCESS 67 C-440 0 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60EL 9.08PVI -0+07.11EL 13.77PVI 0+00.00EL 13.69PVI 0+86.86EL 17.69PVI 0+93.89EL 18.00PVI 0+99.20EL 18.00PVI 1+63.61EL 14.00PVI 1+71.61EL 13.88PVI 1+83.61EL 9.88PVI 1+91.61EL 9.76PVI 2+03.61EL 3.76PVI 2+15.61-15-15 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020NAD 83NC GRIDSCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 5 5 5 67203 CONTROL POINT HUB W/TACK N=263637.5490 E=2459016.9450 EL=12.4610101012.8 12 .8 13 .1 13 .9 W SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE PROPERTY CORNER SURVEY CONTROL POINT POST TELEPHONE PEDESTAL WATER METER LIGHT POLE SIGN TREE SPOT ELEVATION LEGEND: 6 .7 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: 68 6183.068.DGNS NN + + + + + POST + + + + + 10 .2 14 .7 12.3 7 .0 14 .6 6 .1 5 .9 6 .0 5 .9 5 .8 6 .2 15 .3 15 .0 15 .2 6 .3 6 .3 6 .5 6 .3 6 .1 15 .7 16 .3 15 .9 1.6 1.9 1.7 TOPSAIL ROAD 1 5 T H AVE NUE COVERED WITH SAND 3 STEPS VISIBLE 5.8' WOOD BOARDWALK ATLANTIC OCEAN ACCESS SIGN PUBLIC BEACH OFF DUNES SIGN WARNING, KEEP 14 STEPS 15TH AVENUEBEACH ACCESS NO. 68SITE PLANELEVATIONSTA 0+27.59 STA 2+11.84 E 2459585.9599 N 264068.1723 PI -0+10.00 E 2459705.8668 N 263872.4763 PI 2+19.51 68001 CONTROL POINT 12" SPIKE N=264097.4680 E=2459586.7250 EL=6.35 68002 CONTROL POINT HUB W/TACK N=264106.4460 E=2459710.8670 EL=15.77E 2,459,500E 2,459,600E 2,459,700N 263,900 N 264,000 N 264,100 E 2,459,800NT93 NT96 NT94 NT95 PROFILE BEACH ACCESS 68 C-441EL 7.01PVI 0+00.00EL 14.65PVI 0+11.87EL 14.71PVI 0+27.59EL 17.71PVI 0+32.59EL 18.00PVI 0+91.70EL 18.00PVI 1+59.84EL 14.00PVI 1+67.84EL 13.88PVI 1+79.84EL 9.88PVI 1+87.84EL 9.76PVI 1+99.84EL 3.76PVI 2+11.840 5 10 15 20 25 30 -5 -10 0 10 20 30 -15 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 -5 -10 -15 25 15 5 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020NAD 83NC GRIDSCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 5 5 5 10 10 101015 15 1515W SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE PROPERTY CORNER SURVEY CONTROL POINT POST TELEPHONE PEDESTAL WATER METER LIGHT POLE SIGN TREE SPOT ELEVATION LEGEND: 6 .7 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: 69 6183.069.DGN+ + + + + POST + POST + + + + + 9 .0 8 .2 7 .7 7 .9 7 .5 7 .2 2 .2 2 .3 2 .3 2 .2 14 .9 8 .6 9 .0 8 .9 8 .6 8 .7 14 .8 14 T H A V E NU E TOPSAIL ROAD BURIED IN SAND 3 STEPS VISIBLE 5' WOOD BOARDWALK OFF DUNES SIGN WARNING, KEEP BEACH REGULATIONS SIGN ACCESS SIGN PUBLIC BEACH OFF DUNES SIGN WARNING, KEEP NO PARKING SIGN SAND FENCE ATLANTIC OCEAN 8 .4 14TH AVENUEBEACH ACCESS NO. 69SITE PLANELEVATIONSTA 0+27.17 STA 2+09.20 E 2459800.1086 N 264199.7047 PI -0+10.00 68002 CONTROL POINT HUB W/TACK N=264106.4460 E=2459710.8670 EL=15.77 69001 CONTROL POINT 12" SPIKE N=264235.6480 E=2459808.0800 EL=8.70E 2,459,700E 2,459,800N 264,200 E 2,459,900E 2,460,000N 264,100 N 264,000 E 2459917.6704 N 264007.1725 PI 2+15.59 NT97 NT98 NT101 NT100 PROFILE BEACH ACCESS 69 C-442EL 8.61PVI 0+00.00EL 14.91PVI 0+11.03EL 14.79PVI 0+27.17EL 17.79PVI 0+32.17EL 18.00PVI 0+87.77EL 18.00PVI 1+57.20EL 14.00PVI 1+65.20EL 13.88PVI 1+77.20EL 9.88PVI 1+85.20EL 9.76PVI 1+97.20EL 3.76PVI 2+09.200 5 10 15 20 25 30 -5 -10 0 10 20 30 -15 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 -5 -10 -15 25 15 5 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECH3 LINESDRAWING TITLEJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 NT99 5 5 5 5 15 .3 16 .2 16 .4 17 .0 17 .7 18 .0 17 .9 18 .3 10 1010 1014 STEPS 151515 15 S NN NAD 83NC GRIDW SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE PROPERTY CORNER SURVEY CONTROL POINT POST TELEPHONE PEDESTAL WATER METER LIGHT POLE SIGN TREE SPOT ELEVATION LEGEND: 6 .7 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: 70 6183.070.DGN+ + + + POST POST ++++ + + + + + + + + + + + + + + 10 .2 10 .2 10 .2 10 .2 10 .1 10 .0 5 .4 17 .1 17 .4 10 .6 11.4 10 .2 9 .7 9 .7 10 .0 9 .8 10 .0 10 .0 11.7 10 .3 11.6 1.6 1.7 1.7 1.8 TOPSAIL ROAD 1 3 T H A V E N U E ATLANTIC OCEAN 5'-3" WOOD BOARDWALK 36 STEPS 15 STEPS SAND FENCE ACCESS SIGN PUBLIC BEACH TRAFFIC SIGN 10 .2 13TH AVENUEBEACH ACCESS NO. 70SITE PLANELEVATIONSTA 0+23.58 STA 1+81.56 E 2460034.5239 N 264342.4210 PI -0+10.00 E 2460142.6031 N 264150.2556 PI 2+10.47 70001 CONTROL POINT 12" SPIKE N=264361.8500 E=2460004.1160 EL=9.56 70002 CONTROL POINT MASONRY NAIL N=264383.7010 E=2460076.5800 EL=9.52 70003 CONTROL POINT HUB W/TACK N=264333.1860 E=2460068.7960 EL=21.03E 2,459,900E 2,460,000E 2,460,100E 2,460,200N 264,300 N 264,400 N 264,200 NT104 NT105 NT111 NT110 NT106 NT107 NT108 NT109 PROFILE BEACH ACCESS 70 C-443EL 10.60PVI 0+00.00EL 17.37PVI 0+12.97EL 17.15PVI 0+23.58EL 18.00PVI 0+82.52EL 18.00PVI 1+53.41EL 14.00PVI 1+61.41EL 13.88PVI 1+73.41EL 9.88PVI 1+81.41EL 9.76PVI 1+93.41EL 3.76PVI 2+05.410 5 10 15 20 25 30 -5 -10 0 10 20 30 -15 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 -5 -10 -15 25 15 5 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECH3 LINESDRAWING TITLEJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 5 5 5 55 5 5 18 .1 18 .9 19 .4 101010 1010 20 .6 15 15151515 151515S NN NAD 83NC GRIDW SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE PROPERTY CORNER SURVEY CONTROL POINT POST TELEPHONE PEDESTAL WATER METER LIGHT POLE SIGN TREE SPOT ELEVATION LEGEND: 6 .7 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: 9 .1 71 6183.071.DGN+ + + + + + + + + + 8 .4 8 .7 8 .6 8 .6 8 .8 9 .1 11.1 13 .6 13 .6 8 .0 8 .1 8 .3 8 .2 13 .2 1.8 2 .0 2 .2 2 .1 12 T H A V E NUE TOPSAIL ROAD 8 .8 BURIED IN SAND 4 STEPS VISIBLE, ATLANTIC OCEAN 8 STEPS 5' WOOD BOARDWALK OFF DUNES SIGN WARNING, KEEP BEACH REGULATIONS SIGN ACCESS SIGN PUBLIC BEACH TRAFFIC SIGN 8 .8 17 .7 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES:12TH AVENUEBEACH ACCESS NO. 71SITE PLANELEVATIONSTA 0+19.72 STA 1+72.44 E 2460348.0970 N 264280.6734 PI 2+01.26 E 2460238.1466 N 264461.0698 PI -0+10.00 71001 CONTROL POINT 12" SPIKE N=264502.2500 E=2460228.2350 EL=8.04 71002 CONTROL POINT HUB W/TACK N=264482.1670 E=2460307.3710 EL=16.68E 2,460,200E 2,460,300N 264,500 N 264,400 N 264,300 E 2,460,400NT114 NT115 NT116 NT117 PROFILE BEACH ACCESS 71 C-444 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020EL 9.11PVI 0+00.00EL 13.62PVI 0+06.27EL 13.60PVI 0+19.72EL 17.60PVI 0+26.73EL 18.00PVI 0+73.44EL 18.00PVI 1+45.29EL 14.00PVI 1+53.29EL 13.88PVI 1+65.29EL 9.88PVI 1+73.29EL 9.76PVI 1+85.29EL 3.76PVI 1+97.290 5 10 15 20 25 30 -5 -10 0 10 20 30 -15 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 -5 -10 -15 25 15 5 SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 5 5 5 5 16 .3 17 .0 17 .2 17 .4 17 .6 17 .9 101010 10 15 151515 S NN NAD 83NC GRIDW SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE PROPERTY CORNER SURVEY CONTROL POINT POST TELEPHONE PEDESTAL WATER METER LIGHT POLE SIGN TREE SPOT ELEVATION LEGEND: 6 .7 72 6183.072.DGN10+ + + + + + + + POST P S POST + + + + + + + + 6 .8 6 .7 6 .6 6 .9 6 .8 9 .9 14 .0 14 .0 10 .0 10 .0 6 .0 9 .9 6 .4 6 .6 6 .6 6 .4 14 .0 3 .7 10 .9 8 .8 10 .4 11.2 10 .7 1.6 1.6 1.6 1.8 9 .9 TOPSAIL ROAD 11 T H A V E N U E ATLANTIC OCEAN 7 STEPS 7 STEPS 6 STEPS TOP= 6.82 STATION SEWER LIFT 4' WOOD BOARDWALK HOUSE 2 STORYWA L L 6 .6 7 .5 ACCESS SIGN PUBLIC BEACH WARNING SIGN RIP CURRENT 6 .5 DUNES SIGN KEEP OFF P 11.3 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES:11TH AVENUEBEACH ACCESS NO. 72SITE PLANELEVATIONNT132 STA 0+31.77 STA 1+73.38 E 2460436.7569 N 264588.4008 PI -0+10.00 E 2460547.1677 N 264407.1863 PI 2+02.20 71002 CONTROL POINT HUB W/TACK N=264482.1670 E=2460307.3710 EL=16.68 72001 CONTROL POINT 12" SPIKE N=264605.5750 E=2460418.2720 EL=7.43E 2,460,300E 2,460,400E 2,460,500N 264,600 E 2,460,600N 264,500 N 264,400 NT122 NT119 NT120 NT121 PROFILE BEACH ACCESS 72 C-445EL 7.53PVI -0+03.56E L 9.9 6 P VI 0 + 0 0.0 0 EL 9.97PVI 0+05.35EL 13.99PVI 0+10.91EL 14.04PVI 0+31.77EL 17.56PVI 0+37.82EL 18.00PVI 0+74.37EL 18.00PVI 1+47.36EL 14.00PVI 1+55.36EL 13.88PVI 1+67.36EL 9.88PVI 1+75.36EL 9.76PVI 1+87.36EL 3.76PVI 1+99.360 5 10 15 20 25 30 -5 -10 0 10 20 30 -15 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 -5 -10 -15 25 15 5 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHXXX J. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 55 5 10 105 STEPS 10 .6 15 15 .8 17 .5 17 .6 18 .8 S NN NAD 83NC GRIDW SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE POWER BOX SURVEY CONTROL POINT POST TELEPHONE PEDESTAL WATER METER LIGHT POLE SIGN TREE SPOT ELEVATION LEGEND: 6 .7 73 6183.073.DGNP + + + + + + + + 6 .4 6 .2 6 .2 6 .5 14 .2 12 .7 7 .4 13 .2 13 .1 6 .0 6 .3 6 .3 6 .0 10 .7 11.4 11.7 10 .810 .5 10 .6 11.5 16 .9 18 .0 1.6 1.7 1.8 1.7 1.7 4' WOOD BOARDWALK TOPSAIL ROAD 1 0 T H A V E N U E ATLANTIC OCEAN BEACH REGULATIONS SIGN ACCESS SIGN PUBLIC BEACH 6 .0 6 .8 6 .1 SIGN DEDICATION 6 .5 17 .8 16 .1 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES:10TH AVENUEBEACH ACCESS NO. 73SITE PLANELEVATIONSTA 0+28.80 STA 1+77.52 E 2460744.7566 N 264533.1963 PI 2+06.46 E 2460639.6205 N 264722.4126 PI -0+10.00 73001 CONTROL POINT 12" SPIKE N=264752.8820 E=2460637.0860 EL=6.98 73002 CONTROL POINT MASONRY NAIL N=264763.2610 E=2460683.5410 EL=6.34 73003 CONTROL POINT HUB W/TACK N=264705.6150 E=2460664.3340 EL=15.58E 2,460,600E 2,460,700E 2,460,800N 264,700 N 264,800 N 264,600 NT125 NT126 C-446 PROFILE BEACH ACCESS 73EL 6.79PVI 0+00.00EL 13.14PVI 0+09.29EL 13.19PVI 0+28.80EL 17.69PVI 0+36.80EL 18.00PVI 0+78.48EL 18.00PVI 1+53.05EL 14.00PVI 1+61.05EL 13.88PVI 1+73.05EL 9.88PVI 1+81.05EL 9.76PVI 1+93.05EL 3.76PVI 2+05.050 5 10 15 20 25 30 -5 -10 0 10 20 30 -15 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 -5 -10 -15 25 15 5 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECH3 LINESDRAWING TITLEJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 5 5 5 5 BERM +6.0' NAVD 88 10 10 101017 .0 17 .3 18 .1 18 .9 TOP OF DUNE +14.0' NAVD 881515 15 S NN NAD 83NC GRIDW SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE POWER BOX SURVEY CONTROL POINT POST TELEPHONE PEDESTAL WATER METER LIGHT POLE SIGN TREE SPOT ELEVATION LEGEND: 6 .7 74 6183.074.DGN+ + + + 6 .8 6 .7 6 .5 6 .6 6 .7 6 .9 10 .5 10 .3 13 .0 6 .7 6 .4 6 .6 6 .9 6 .9 6 .6 8 .6 16 .7 11.3 9 .6 8 .3 9 .1 14 .0 13 .9 12 .3 13 .6 12 .9 12 .7 1.2 1.2 9 .9 6 .1 1.3 1.2 5' WOOD BOARDWALK 13 STEPS 13 STEPS 9 T H A V E N U E TOPSAIL ROAD ACCESS SIGN PUBLIC BEACH NO PARKING SIGN .6 9 7 .2 9 .3 ATLANTIC OCEAN 11.3 9TH AVENUEBEACH ACCESS NO. 74SITE PLANSTA 0+29.22 STA 1+75.89 E 2460849.9343 N 264854.4536 PI -0+10.00 E 2460962.5637 N 264671.6604 PI 2+04.71 74001 CONTROL POINT 12" SPIKE N=264870.7970 E=2460821.8450 EL=7.48 74002 CONTROL POINT HUB W/TACK N=264894.5440 E=2460954.2540 EL=16.99E 2,460,800N 264,900 E 2,460,900E 2,461,000N 264,800 N 264,700 NT130 NT131 NT129 NT132 ELEVATIONPROFILE BEACH ACCESS 74 C-447EL 7.16PVI 0+00.00EL 14.01PVI 0+10.39EL 13.93PVI 0+29.22EL 17.93PVI 0+36.22EL 18.00PVI 0+76.89EL 18.00PVI 1+52.64EL 14.00PVI 1+60.64EL 13.88PVI 1+72.64EL 9.88PVI 1+80.64EL 9.76PVI 1+92.64EL 3.76PVI 2+04.640 5 10 15 20 25 30 -5 -10 0 10 20 30 -15 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 -5 -10 -15 25 15 5 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECH3 LINESDRAWING TITLEJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 16 .1 5 5 5 5 16 .4 16 .5 16 .9 16 .9 17 .2 P 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES:101010 10 15 1515 S NN NAD 83NC GRIDW SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE POWER BOX SURVEY CONTROL POINT POST TELEPHONE PEDESTAL WATER METER LIGHT POLE SIGN TREE SPOT ELEVATION LEGEND: 6 .7 BOARDWALK 5' WOOD 75 6183.075.DGN10 + + + + + + + + + + + + 7 .9 7 .8 7 .5 7 .6 7 .8 9 .8 11.7 10 .7 7 .7 8 .0 8 .0 7 .7 7 .6 9 .1 9 .0 9 .0 9 .510.9 10 .8 10 .3 9 .2 11.0 12 .8 13 .8 0 .7 0 .7 0 .7 0 .6 8 .4 14 .6 14 .6 10 .8 10 .8 4 .4 0 .7 TOPSAIL ROAD 7 T H A V E N U E 12 STEPS7 STEPS 7 STEPSACCESS SIGN PUBLIC BEACH OFF DUNES SIGN WARNING, KEEP 12.4 7TH AVENUEBEACH ACCESS NO. 75SITE PLANELEVATIONNT144 STA 0+28.39 STA 1+72.05 E 2461256.1451 N 265110.4024 PI -0+10.00 E 2461368.7694 N 264932.1887 PI 2+00.82 75001 CONTROL POINT 12" SPIKE N=265139.8790 E=2461249.7820 EL=8.72 75002 CONTROL POINT HUB W/TACK N=265144.4710 E=2461344.7760 EL=15.16E 2,461,200E 2,461,300E 2,461,400E 2,461,500N 265,100 N 265,000 N 264,900 NT137 NT138 NT139 NT140 PROFILE BEACH ACCESS 75EL 8.37PVI 0+00.00EL 14.62PVI 0+09.21EL 14.62PVI 0+28.39EL 18.12PVI 0+34.39EL 18.00PVI 0+73.05EL 18.00PVI 1+53.08EL 14.00PVI 1+61.08EL 13.88PVI 1+73.08EL 9.88PVI 1+81.08EL 9.76PVI 1+93.08EL 3.76PVI 2+05.080 5 10 15 20 25 30 -5 -10 0 10 20 30 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+30 25 15 5 -15-15 -5 C-448 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 5 5 5 5 5 5 10 10101515 1515 16 .2 16 .4 16 .7 17 .2 17 .4 17 .8 18 .2 P 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: S NN NAD 83NC GRIDW SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE POWER BOX SURVEY CONTROL POINT POST TELEPHONE PEDESTAL WATER METER LIGHT POLE SIGN TREE SPOT ELEVATION LEGEND: 6 .7 76 6183.076.DGN10POST + + + 8 .1 7 .9 8 .2 7 .7 8 .0 12 .3 12.5 11.6 10 .4 8 .0 8 .0 7 .7 9 .7 9 .6 9 .7 12 .5 13 .9 9 .1 10 .0 10 .0 2 .0 1.9 1.9 1.8 1.7 13 .2 13 .2 11.5 12 .5 12 .913.2 12 .0 13 2 8 .5 TOPSAIL ROAD 6 T H A V E N U E ATLANTIC OCEAN +9 .0 8 .6 BURIED IN SAND 2 STEPS VISIBLE,9 STEPS 4' WOOD BOARDWALK BEACH REGULATIONS SIGN ACCESS SIGN PUBLIC BEACH OFF DUNES SIGN WARNING, KEEP TRAFFIC SIGN 7 .7 6TH AVENUEBEACH ACCESS NO. 76SITE PLANELEVATIONNT144 STA 0+17.47 STA 1+69.58 E 2461561.9223 N 265058.3298 PI 1+98.46 E 2461457.7076 N 265238.8656 PI -0+10.00 75002 CONTROL POINT HUB W/TACK N=265144.4710 E=2461344.7760 EL=15.16 76001 CONTROL POINT 12" SPIKE N=265273.3010 E=2461466.5190 EL=8.50 N 265,200 N 265,300 E 2,461,300E 2,461,400E 2,461,500E 2,461,600N 265,100 C-449 NT141 NT142 NT143 NT144 PROFILE BEACH ACCESS 76EL 8.51PVI 00+-0.00EL 13.17PVI 0+07.12EL 13.16PVI 0+17.47EL 17.66PVI 0+25.47EL 18.00PVI 0+70.55EL 18.00PVI 1+54.66EL 14.00PVI 1+62.66EL 13.88PVI 1+74.66EL 9.88PVI 1+82.66EL 9.76PVI 1+94.66EL 3.76PVI 2+06.660 5 10 15 20 25 30 -5 -10 0 10 20 30 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+30 25 15 5 -15-15 -5 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 5 5 5 5 5 7 .7 15 .6 16 .7 16 .7 17 .2 17 .3 17 .4 17 .7 10 101515 1515 P 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: S NN NAD 83NC GRIDW SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE POWER BOX SURVEY CONTROL POINT POST TELEPHONE PEDESTAL WATER METER LIGHT POLE SIGN TREE SPOT ELEVATION LEGEND: 6 .7 77 6183.077.DGN77001 CONTROL POINT 12" SPIKE E=2461651.9820 EL=7.87 + + + + + + + + 7 .8 8 .0 8 .1 7 .9 7 .9 8 .1 11.9 9 .8 10 .3 7 .7 7 .7 7 .9 7 .8 7 .9 8 .5 8 .8 8 .712.9 13 .0 13 .011.4 1.8 1.7 1.9 8 .6 10 .4 14 .3 14 .4 9 .2 1.7 1.7 TOPSAIL ROAD ATLANTIC OCEAN 5 T H AVE NUE 9 .1 14 .1 12 .3 .710 9 .4 9 .5 BURIED IN SAND 6 STEPS VISIBLE, BURIED IN SAND 6 STEPS VISIBLE, ACCESS SIGN PUBLIC BEACH OFF DUNES SIGN WARNING, KEEP 5' WOOD BOARDWALK 8 .4 5TH AVENUEBEACH ACCESS NO. 77SITE PLANELEVATIONNT153 STA 0+10.79 STA 1+59.53 E 2461761.2189 N 265187.1975 PI 1+88.41 E 2461662.1561 N 265359.1043 PI -0+10.00 77002 CONTROL POINT MASONRY NAIL N=265349.5340 E=2461604.1060 EL=7.87 N=265405.4480 77003 CONTROL POINT HUB W/TACK N=265361.3190 E=2461694.2810 EL=16.14E 2,461,600E 2,461,700E 2,461,800N 265,400 N 265,300 N 265,200 C-450 NT145 NT146 NT147 NT148 0 5 10 15 20 25 30 -5 -10 0 10 20 30 -15 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20EL 8.60PVI -0+09.71EL 14.32PVI 0+00.00EL 14.35PVI 0+10.79EL 17.85PVI 0+16.79EL 18.00PVI 0+60.82EL 18.00PVI 1+47.62EL 14.00PVI 1+55.62EL 13.88PVI 1+67.62EL 9.88PVI 1+75.62EL 9.76PVI 1+87.62EL 3.76PVI 1+99.62-5 -10 -15 25 15 5 PROFILE BEACH ACCESS 77 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 5 5 5 5 510 1010 10 1515 15 1515 .5 16 .8 17 .2 17 .3 17 .7 17 .7 17 .6 P 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: S NN NAD 83NC GRIDW SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE POWER BOX SURVEY CONTROL POINT POST TELEPHONE PEDESTAL WATER METER LIGHT POLE SIGN TREE SPOT ELEVATION LEGEND: 6 .7 78 6183.078.DGN15 SIGN + + + + 7 .2 14 .1 14 .1 8 .0 7 .8 7 .8 7 .8 DE C K8 .4 4 T H AVE NUE TOPSAIL ROAD 11 STEPS 10 STEPS 5' WOOD BOARDWALK BEACH REGULATIONS SIGN 7 .9 4TH AVENUEBEACH ACCESS NO. 78SITE PLANELEVATIONSTA 0+21.97 STA 1+69.41 E 2461866.8819 N 265498.8646 PI -0+10.00 E 2461983.5128 N 265326.1403 PI 1+98.41 78001 CONTROL POINT 12" SPIKE N=265529.5740 E=2461866.4340 EL=7.83 78002 CONTROL POINT MASONRY NAIL N=265543.7090 E=2461912.0970 EL=7.62 78003 CONTROL POINT HUB W/TACK N=265487.7460 E=2461893.8330 EL=16.04E 2,461,800N 265,500 N 265,400 N 265,300 E 2,461,900E 2,462,000C-451EL 8.39PVI 0+00.00EL 14.08PVI 0+08.29EL 14.11PVI 0+21.97EL 18.11PVI 0+28.97EL 18.00PVI 0+70.38EL 18.00PVI 1+56.93EL 14.00PVI 1+64.93EL 13.88PVI 1+76.93EL 9.88PVI 1+84.93EL 9.76PVI 1+96.93EL 3.76PVI 2+08.930 5 10 15 20 25 30 -5 -10 0 10 20 30 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+30 25 15 5 -15-15 -5 PROFILE BEACH ACCESS 78 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECH3 LINESDRAWING TITLEJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 5 5 5 15 .0 15 .5 15 .6 15 .7 15 .9 16 .5 16 .9 17 .1 101010 10 SIGN 1515 P 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: S NN NAD 83NC GRIDW GUY WIRE SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE POWER BOX SURVEY CONTROL POINT POST TELEPHONE PEDESTAL WATER METER LIGHT POLE SIGN TREE SPOT ELEVATION LEGEND: 6 .7 79 6183.079.DGN+ + + + + + + + SIGN SIGN + + + + 6 .0 13 .5 13 .6 7 .27.2 7 .2 6 .6 6 .7 7 .0 11.7 9 .2 9 .1 6 .7 7 .0 7 .1 6 .7 6 .9 14 .5 11.4 7 .9 9 .0 11.2 1.4 1.4 10 .4 1.0 1.1 2 N D A V E N U E TOPSAIL ROAD 10 STEPS VISIBLE 13 STEPS 5' WOOD BOARDWALK 7 .5 7 .4 7 .4 9 .8 9 .7 OLD SIGN ACCESS SIGN PUBLIC BEACH OLD SIGN SAND FENCE ATLANTIC OCEAN 14 .7 2ND AVENUEBEACH ACCESS NO. 79SITE PLANELEVATIONE 2462366.1899 N 265585.9451 PI 1+73.64 E 2462265.4794 N 265751.3404 PI -0+20.00 79003 CONTROL POINT HUB W/TACK N=265717.6730 E=2462260.4720 EL=15.07 EL=6.79 79002 CONTROL POINT MASONRY NAIL N=265788.7790 E=2462309.8550 79001 CONTROL POINT 12" SPIKE N=265788.5060 E=2462256.5030 EL=8.23E 2,462,200E 2,462,300E 2,462,400N 265,800 N 265,700 N 265,600 C-452 NT155 NT156 NT157 NT158 0 5 10 15 20 25 30 -5 -10 0 10 20 30 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+30EL 7.36PVI -0+09.55EL 13.59PVI 0+00.00EL 13.52PVI 0+16.74EL 18.02PVI 0+24.74EL 18.00PVI 0+48.36EL 18.00PVI 1+48.42EL 14.00PVI 1+56.42EL 13.88PVI 1+68.42EL 9.88PVI 1+76.42EL 9.76PVI 1+88.42EL 3.76PVI 2+00.4225 15 5 -15-15 -5 PROFILE BEACH ACCESS 79 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECH3 LINESDRAWING TITLEJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 15 .0 15 .2 18 .3 18 .4 18 .6 5 5 5 5 STA 1+46.79 STA 0+16.74 101010 10 1515 P 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: S NN NAD 83NC GRIDW SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE POWER BOX SURVEY CONTROL POINT POST TELEPHONE PEDESTAL WATER METER LIGHT POLE SIGN TREE SPOT ELEVATION LEGEND: 6 .7 81 6183.081.DGN+ + + + 7 .0 6 .8 6 .9 7 .1 7 .4 7 .2 16 .6 16 .4 6 .0 7 .2 7 .5 7 .6 7 .3 9 .9 10 .4 11.4 .6 9 .0 12 .8 13 .5 12 .9 11.7 1. 1.8 1.8 1.9 TOPSAIL ROAD 8 T H A V E N U E ATLANTIC OCEAN 8 .6 7 .3 8 .3 4' WOOD BOARDWALK 21 STEPS 17 STEPS 10 .6 BEACH REGULATIONS SIGN ACCESS SIGN PUBLIC WATER 10 .4 16 .3 17 .1 3RD AVENUEBEACH ACCESS NO. 81SITE PLANELEVATIONPROFILE BEACH ACCESS 81 + STA 0+21.06 STA 1+72.96 74002 CONTROL POINT HUB W/TACK N=264894.5440 E=2460954.2540 EL=16.99 74003 CONTROL POINT 12" SPIKE N=265000.5070 E=2461021.4950 EL=7.81E 2,461,000N 265,000 N 264,900 N 264,800 E 2,461,100E 2,461,200C-453 E 2461050.6088 N 264978.9691 PI -0+10.00 E 2461155.1124 N 264794.6769 PI 2+01.86 NT133 NT134 NT135 NT136 11 EL 8.61PVI 0+00.00EL 16.58PVI 0+15.22E L 1 6.3 8 P VI 0 + 2 1.0 6 EL 17.88PVI 0+23.06EL 18.00PVI 0+73.92EL 18.00PVI 1+51.39EL 14.00PVI 1+59.39EL 13.88PVI 1+71.39EL 9.88PVI 1+79.39EL 9.76PVI 1+91.39EL 3.76PVI 2+03.390 5 10 15 20 25 30 -5 -10 0 10 20 30 -15 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 -5 -10 -15 25 15 5 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 5 5 5 5 5 10 101010 1515 15 1516 .9 16 .9 17 .0 17 .1 P 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES: S NN NAD 83NC GRIDW SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE POWER BOX SURVEY CONTROL POINT POST TELEPHONE PEDESTAL WATER METER LIGHT POLE SIGN TREE SPOT ELEVATION LEGEND: 6 .7 82 6183.082.DGN+ + + + + ++++++++++ + + + + + + + 6 .8 7 .1 7 .1 7 .2 7 .1 7 .0 6 .9 14 .8 14 .8 8 .2 8 .1 8 .8 7 .4 7 .8 7 .8 8 .8 9 .3 6 .9 6 .6 6 .5 6 .8 11.1 7 .5 10 .9 2 .0 2.3 2 .1 11.3 HOUSE 2 STORY DE C KS T E P S TOPSAIL ROAD 3 R D A V E N U E 7 .3 15 STEPS 16 STEPS SAND FENCESOFF DUNES SIGN WARNING, KEEP ACCESS SIGN PUBLIC WATER 8 .2 7 .7 6 .8BEACH REGULATIONS SIGN 13 .1 14 .0 12 .4 14 .4 12 .9 14 .3 14 .2 7 .2 7 .2 7 .8 7 .3 14 .0 12 .9 7 .1 13 .4 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES:8TH AVENUEBEACH ACCESS NO. 82SITE PLANELEVATIONPROFILE BEACH ACCESS 82PI713+49.88STA 0+19.58 STA 1+72.67 E 2,462,000E 2,462,100E 2,462,200N 265,500 N 265,600 N 265,400 C-454 E 2462061.3901 N 265623.0683 PI -0+10.00 E 2462169.7596 N 265441.7800 PI 2+01.21 NT151 NT152 NT153 NT154 EL 7.70PVI 0+00.00EL 14.79PVI 0+12.58EL 14.77PVI 0+19.58EL 17.77PVI 0+24.58EL 18.00PVI 0+73.61EL 18.00PVI 1+58.49EL 14.00PVI 1+66.49EL 13.88PVI 1+78.49EL 9.88PVI 1+86.49EL 9.76PVI 1+98.49EL 3.76PVI 2+10.490 5 10 15 20 25 30 -5 -10 0 10 20 30 -10 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+30 25 15 5 -15-15 -5 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020SCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 5 5 5 82001 CONTROL POINT N=265635.9650 E=2462035.5900 EL=7.70 101 0 10 P S NN NAD 83NC GRIDW SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE POWER BOX SURVEY CONTROL POINT POST TELEPHONE PEDESTAL WATER METER LIGHT POLE SIGN TREE SPOT ELEVATION LEGEND: 6 .7 83 5 .0 6183.083.DGNNN +++++ + + + + + 83003 CONTROL POINT N=262804.3950 E=2457742.3230 EL=15.00 + + + + + + + + + 4' MU L C H P A T H 23 R D A V E N U E S. SHORE DRIVE HOUSE 2 STORY DECK L A N D S C A P E TI MB E R S DRIVEWAY GRAVEL COVERED IN SAND 6 STEPS VISIBLE, ACCESS SIGN PUBLIC BEACH BURIED IN SAND 9 STEPS VISIBLE, 6 .2 6 .1 6 .0 6 .1 6 .1 5 .9 4 .9 4 .9 4 .9 4 .9 7 .1 7 .3 7 .1 7 .5 8 .5 8 .0 7 .7 7 .7 7 .8 7 .7 5 .8 6 .0 6 .0 5 .7 7 .4 7 .6 5 .9 6 .1 5 .8 6 .0 6 .0 6 .2 6 .6 6 .8 7 .1 6 .5 6 .5 7 .2 7 .4 7 .6 7 .8 7 .9 8 .0 7 .2 7 .98.2 9 .3 14 .3 14 .3 11.4 2X4 POST (TYP) SIGN PATH" "FOX S HR UB S S HR UB S B O A R D WA L K 5.4' WO O D DUNES SIGN KEEP OFF ATLANTIC OCEAN PROPANE TANK LID PLATFORM ELEVATED A/C UNIT ON 7 .3 3. ELEVATIONS SHOWN HEREON ARE NAVD 88 BASED ON GPS. 2. PROJECT NORTH IS N.C. GRID NAD 83/NSRS 2007 BASED ON GPS. UTILITY LINES THAT MAY EXIST ON THIS PROPERTY. SHALL CONFIRM AND VERIFY THE LOCATION OF ANY UNDERGROUND 1. PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR NOTES:23RD AVENUEBEACH ACCESS NO. 83SITE PLANPROFILE BEACH ACCESS 83 STA 0+24.94 STA 1+57.46 E 2457845.4132 N 262670.6069 PI 1+85.86 E 2457739.4930 N 262835.3525 PI -0+10.00 83002 CONTROL POINT N=262939.7290 E=2457564.4050 EL=5.75 83001 CONTROL POINT N=263009.6450 E=2457638.4360 EL=5.65E 2,457,600E 2,457,700E 2,457,800E 2,457,900N 262,700 N 262,800 N 262,900 N 263,000 C-455 NT71 NT74 NT72 NT73 ELEVATION0 5 10 15 20 25 30 -5 -10 0 5 10 15 20 25 30 -5 -15 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00EL 11.39PVI -0+04.58EL 14.27PVI 0+00.00EL 14.33PVI 0+24.94EL 17.83PVI 0+30.94EL 18.00PVI 0+58.57EL 18.00PVI 1+16.39EL 14.00PVI 1+24.39EL 13.88PVI 1+36.39EL 9.88PVI 1+44.39EL 9.76PVI 1+56.39EL 3.76PVI 1+68.39-15 -10 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020NAD 83NC GRIDSCALE 1' = 20' SCALE 1' = 10' VERTICAL HORIZONTAL 0 20 4010 0 10 205 5 5 5 15 .5 16 .4 16 .5 16 .5 101010 10 17 .5 18 .3 1515 15 15S W SINGLE SHRUB SHRUBS WOOD BOARDWALK OR DECK CENTER LINE EDGE OF ASPHALT PAVEMENT EDGE OF PARKING AREA OVERHEAD ELECTRIC LINES FENCE SEWER LINE SANITARY SEWER MANHOLE SPRINKLER HEAD GUY WIRE ANCHOR SURVEY CONTROL POINT POST TELEPHONE PEDESTAL WATER METER UTILITY POLE SIGN SPOT ELEVATION LEGEND: 6 .7 0 SCALE: 1" = 1000' 1000 2000500250~PIERSURF CITY52 SURF CITY NORTH TOPSAIL BEACH 79 ~~~~~~~~@ 36"~~1 ROW BITTER PANICUM @ 24" O/C 1 ROW SEASIDE LITTLE BLUESTEM OATS @ 24" O/C 1 ROW SEA OATS @ 24" O/C PLANT SPACING 24" O/C 1 ROW SEA OATS @ 18" O/C 1 ROW SEA OATS @ 18" O/C 1 ROW SEA OATS @ 24" O/C BEACH FILL SLOPE INTERCEPT 24" O/C PLANT SPACING SEAWARD CREST OF DUNE THE WALKOVER STRUCTURES. BEACH GRASSES UNDERNEATH THE DECK AREA OF WALKOVER STRUCTURE. THE CONTRACTOR SHALL PLANT RAMPS AND STAIRS OF EACH PUBLIC BEACH ACCESS NO BEACH GRASSES WILL BE PLANTED UNDERNEATH THE ROW SPACING & PLANTING PATTERN@ 24"@ 18"@ 18"@ 24"@ 24"1 ROW BITTER PANICUM @ 18" O/C SHALL BE AMERICAN BEACHGRASS FOURTH ROW SEAWARD OF DUNE ALL PLANTING EIGHT, TENTH, TWELVETH ROW LANDWARD AND EXCEPT FOR CENTERLINE, FOURTH, SIXTH, ROWS9ROWS17@ 36"36" O/C PLANT SPACING ~GRASSING LIMITS (LANDWARD)SCNTBeachDuneStabilization.dgnLEGEND 26 LIMITS STABILZATION DUNE LIMITS STABILZATION DUNE LIMITS STABILZATION DUNE LIMITS STABILZATION DUNE GENERAL SITE PLAN GENERAL SITE PLAN N 24 0,000 E 2,425,000 N 24 5,00 0 E 2,430,000 N 25 0,00 0 E 2,435,000 E 2,440,000 E 2,445,000 N 26 0,00 0 N 26 5,00 0 N 27 0,00 0 N 25 5,00 0 E 2,450,000 E 2,455,000 E 2,460,000 E 2,465,000 PI 512+14.85PI 502+15.50PI 492+15.89PI 219+78.13PI 229+77.21PI 239+76.19PI 249+74.65PI 259+74.27PI 269+72.89PI 279+71.78PI 289+70.82PI 299+69.88PI 309+68.82PI 319+67.84PI 329+66.43PI 339+63.28PI 349+62.63PI 359+62.13PI 369+61.24PI 379+60.27PI 389+59.60PI 399+59.42PI 409+58.42PI 419+58.21PI 429+57.45PI 439+57.64PI 449+56.43PI 459+55.00PI 469+70.13PI 480+54.65 PI 522+13.62PI 532+13.76PI 542+12.42PI 552+11.35PI 562+50.23PI 572+72.23PI 582+70.78PI 593+05.20PI 603+07.20PI 613+45.86PI 623+45.27PI 633+56.00PI 643+55.29PI 653+53.08PI 663+52.92PI 673+59.28PI 683+58.23PI 693+51.77PI 703+50.83PI 713+49.88PI 723+83.72PI 733+82.10PI 743+81.09PI 753+79.99PI 763+79.06PI 773+78.20~~DUNE 25' ~ ~~DUNE 25' ~CBRA ZONECBRA ZONE S. Shore Dr N. Shore Dr N Shore Dr Island Dr N. Shore Dr Island Dr Island DrONSLOW CO.PENDER CO.26 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 4546 47 48 49 50 51 53 54 55 56 57 58 59 60 61 62 63 64 83 65 66 67 686970 71 7273 74 81 75 77 82 80 DUNE STABILZATION PLANPUBLIC BEACH ACCESS LOCATIONS W/ NEW WALKOVER STRUCTURES PROJECT BASELINE DUNE STABILIZATION AREA BEACH FILL (DUNE AND BERM - AREA) LP101FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020BERM CONSTRUCTION 300' BERM CONSTRUCTION 300' BERM CONSTRUCTION 300' BERM CONSTRUCTION 300' ATLANTIC OCEAN ATLANTIC OCEAN C/L EXISTING DUNE BERM +6.0' NAVD 88 BERM +6.0' NAVD 88 BERM +6.0' NAVD 88 BERM +6.0' NAVD 88 N78 DUNE 25' ~~~GRASSING LIMITS (SEAWARD) Surf City North Topsail 36" O/C PLANT SPACING DUNE 25' ~ (TYP.) ACCESS BEACH (TYP.) ACCESS BEACH TOP OF DUNETOP OF DUNE76 PLANT SPACING 24" O/C PLANT SPACING 18" O/C PLANT SPACING 18" O/C ROWS4ROWS4ROWS4ROWS4ROWS VARIABLESouthshore RD South Shore Dr PARTICULAR BEACH GRASS. AND WITHIN THE APPLICABLE PLANTING SEASON FOR THE PLACEMENT OF THE NEW DUNE CONSTRUCTION IN AN AREA DUNE STABILIZATION MAY BE ACCOMPLISED FOLLOWING BITTER PANICUM - (MARCH 1 TO MAY 15) SEA OATS - (MARCH TO MAY 15) AMERICAN BEACHGRASS - (NOVEMBER TO MARCH) BELOW: PLANTING SEASON FOR BEACH GRASSES AS INDICATED 2. DUNE STABILIZATION TO BE ACCOMPLISHED DURING 1. IMAGERY DATED MARCH 2016 NOTES: SEE SITE PLANS NEW RAMP, DECK, AND/OR STAIRS ADDED NEW DECK ADDED SEE SITE PLAN VARIES A BDISTANCE VARIES STRUCTURE EXISTING WALKOVER~~ELEV. D VARIES DISTANCE VARIES DISTANCE UNDER RAMP TYPICAL 6' UNDER DECK TYPICAL 6'-0" 10'-0" (TYP.)2"X6" HANDRAIL STRUCTURE WALKOVER WITH EXISTING STRUCTURE WALKOVER TIE-IN NEW PROFILE BEACH TYPICAL UNDER DECK TYPICAL 6' DISTANCE VARIES 2X6 HANDRAIL 8X8 POST (TYP.) (TYPICAL) PLAN BOARDS (TYP.) BETWEEN W/ 1/8" GAP 2X6 DECKING " = 1'4 1SCALE: 1 S101~~~~~~~~~~~~~~1S103 C-401 THRU C-455. 9. FOR LOCATION OF PUBLIC ACCESS POINTS, SEE PLATES G-002, BUILDING CODE UNLESS OTHERWISE NOTED. THE FASTENING SCHEDULE OF THE NORTH CAROLINA STATE 8. ALL WOOD CONNECTIONS SHALL BE IN ACCORDANCE WITH NOTES CONTINUED: E = 1,600,000 PSI Fv = 90 PSI Fb(repetitive member use) = 1650 PSI Fb(single member use) = 1400 PSI NO. 2 SOUTHERN YELLOW PINE: E = 1,700,000 PSI Fv = 100 PSI Fb(repetitive member use) = 1950 PSI Fb(single member use) = 1700 PSI NO. 1 SOUTHERN YELLOW PINE: 7. MINIMUM WOOD DESIGN VALUES SHALL BE: FOR ABOVE GROUND USE AND 0.4#/CU. FT. FOR GROUND CONTACT. TREATED SOUTHERN YELLOW PINE @ 0.25#/CU. FT. RETENTION STRINGERS, AND JOISTS). ALL WOOD MATERIAL SHALL BE CCA SHALL BE USED FOR ALL OTHER WOOD MATERIAL (POSTS, NO. 1 SOUTHERN YELLOW PINE. NO. 2 SOUTHHERN PINE 6. WOOD MATERIAL FOR DECKING AND HANDRAILS SHALL BE 5. ALL BOLTS SHALL HAVE 2" WASHER EACH END. OTHERWISE NOTED. " DIA. W/NUT AND WASHERS UNLESS2 14. ALL BOLTS SHALL BE 3. NAILS SHALL BE COMMON TWIST SHANK. GALVANIZED. 2. ALL HARDWARE AND FASTENERS SHALL BE HOT-DIPPED POINTS WHICH CROSS THE DUNE. EXISTING WALKOVER STRUCTURES AND AT ALL PUBLIC ACCESS 1. WALKOVER STRUCTURES SHALL BE CONSTRUCTED SIMILAR TO NOTES: STAIRS UNDER TYPICAL 4' DETAIL B/S102 DETAIL A/S102 6 12 GROUND EXISTING 8"X8" TREATED POST (TYP.) (JETTED IN PLACE)C~~~~TOP OF DUNE ELEVATION " = 1'4 1SCALE:S101 2 AND/OR STAIRS NEW DECK SCNTBeachWlkostructures.dgnPLAN, SECTION, & DETAILSTYPICAL WALKOVER STRUCTURE S101 FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020MINUS 3' GROUND EXISTING ELEV.= 18.00 18.00 18.00 18.00 18.00 18.54 18.00 18.00 18.00 18.00 17.77 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.24 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-10" 6'-2" 3'-11" 25’-0" 24’-11" 25'-0" 25’-1" 25’-0" 35’-5" 24’-8" 25’-0" 25’-0" 25’-0" 28’-5" 25’-0" 25’-0" 25’-0" 25’-0" 25’-0" 25’-0" 25’-0" 33’-4" 25’-0" 26’-5" SURF CITY ACCESS POINTS NORTH TOPSAIL BEACH ACCESS POINTS DIMENSIONS A B C D DIMENSIONS A B C D WALKOVER NOTES WALKOVER NOTES ACCESSIBLE RAMP ACCESSIBLE RAMP EMERGENCY VEHICLE ACCESS ACCESSIBLE RAMP ACCESSIBLE RAMP EMERGENCY VEHICLE ACCESS ACCESSIBLE RAMP BEACH ACCESS N0. 83 BEACH ACCESS N0. 82 BEACH ACCESS N0. 81 BEACH ACCESS N0. 79 BEACH ACCESS N0. 78 BEACH ACCESS N0. 77 BEACH ACCESS N0. 76 BEACH ACCESS N0. 75 BEACH ACCESS N0. 74 BEACH ACCESS N0. 73 BEACH ACCESS N0. 72 BEACH ACCESS N0. 71 BEACH ACCESS N0. 70 BEACH ACCESS N0. 69 15TH AVE 18TH AVE 20TH AVE 21ST AVE OCBA #4 OCBA #4 CHESTNUT ST GRAY ST GREEN ST REEVES SEA SHORE DR 2111 N. SHORE 9TH ST. 2001 N. SHORE 5TH ST. 1719 N. SHORE 23RD AVE 8TH AVE 3RD AVE 2ND AVE 4TH AVE 5TH AVE 6TH AVE 7TH AVE 9TH AVE 10TH AVE 11TH AVE 12TH AVE 13TH AVE 14TH AVE 64'-1" 12'-4" 52'-2" 44'-2" 34'-6" 19'-7" 48'-5" 38'-5" 22'-4" 51'-8" 48'-10" 50'-2" 37'-11" 33'-7" 54'-0" 52'-10" 31'-7" 48'-5" 50'-0" 53'-1" 44'-8" 47'-8" 49'-8" 42'-7" 53'-9" 58'-11" 60'-7" 25'-0" 25'-0" 24'-9" 24'-9" 25'-0" 25'-0" 24'-11" 25'-0" 25'-0" 25'-0" 25'-0" 24'-10" 25'-0" 24'-11" 25'-1" 25'-0" 24'-5" 25'-0" 24'-9" 25'-0" 25'-0" 25'-0" 25'-1" 25'-0" 25'-0" 25'-0" 25'-0" 5'-8" 5'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 5'-3" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 5'-5" 5'-0" 4'-0" 5'-0" 5'-0" 5'-0" 4'-0" 5'-0" 5'-0" 4'-0" 5'-0" 5'-0" 5'-3" 5'-0" 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 BEACH ACCESS N0. 68 BEACH ACCESS N0. 67 BEACH ACCESS N0. 66 BEACH ACCESS N0. 65 BEACH ACCESS N0. 64-2 BEACH ACCESS N0. 64-1 BEACH ACCESS N0. 63 BEACH ACCESS N0. 62 BEACH ACCESS N0. 61 BEACH ACCESS N0. 60 BEACH ACCESS N0. 59 BEACH ACCESS N0. 58 BEACH ACCESS N0. 57 BEACH ACCESS N0. 56 BEACH ACCESS N0. 55 BEACH ACCESS N0. 54 BEACH ACCESS N0. 53 BEACH ACCESS N0. 52 BEACH ACCESS N0. 51 BEACH ACCESS N0. 50 BEACH ACCESS N0. 49 BEACH ACCESS N0. 48 BEACH ACCESS N0. 47 BEACH ACCESS N0. 46 BEACH ACCESS N0. 45 BEACH ACCESS N0. 44 BEACH ACCESS N0. 43 BEACH ACCESS N0. 42 BEACH ACCESS N0. 41 BEACH ACCESS N0. 40 BEACH ACCESS N0. 39 BEACH ACCESS N0. 38 BEACH ACCESS N0. 37 BEACH ACCESS N0. 36 BEACH ACCESS N0. 35 BEACH ACCESS N0. 34 BEACH ACCESS N0. 33 BEACH ACCESS N0. 32 BEACH ACCESS N0. 31 BEACH ACCESS N0. 30 BEACH ACCESS N0. 29 BROADWAY ST. PENDER AVE LENIOR AVE JONES AVE CRAVEN ST MECKLENBURG AVE DOLPHIN ST 508 N. SHORE WILMINGTON AVE NEW BERN AVE GOLDSBORO AVE GREENSBORO ROLAND/CENTRAL KINSTON AVE HIGH POINT AVE RALEIGH AVE DURHAM AVE CHARLOTTE AVE QUARTERHORSE 1140 S. SHORE WINDWARD DR OCEANAIR ESTATES ELIZABETH ST ROBERTS ST PIRATES COVE 32'-9" 67'-1" 39'-5" 35'-10" 40'-1" 0'-0" 34'-11" 17'-2" 29'-4" 19'-5" 7'-8" 15'-9" 32'-11" 30'-9" 18'-4" 44'-0" 29'-10" 20'-1" 6'-1" 22'-6" 0'-0" CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. REMOVE EXIST. STAIRS. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW WALKOVER STRUCTURE. REMOVE EXIST. STAIRS. (7 STEPS VISIBLE). REMOVE EXIST. STAIRS (5 STEPS). REMOVE EXIST. STAIRS (5 STEPS). REMOVE 109' OF EXIST. RAMP. REMOVE 2 EXIST. STAIRS (6&16 STEPS). REMOVE 2 EXIST. STAIRS (8&12 STEPS) REMOVE EXIST. STAIRS (14 STEPS). REMOVE EXIST. STAIRS (19 STEPS). REMOVE EXIST. STAIRS (18 STEPS) REMOVE EXIST. STAIRS (3 STEPS) REMOVE EXIST. STAIRS (3 STEPS VISIBLE). REMOVE EXIST. STAIR (36 STEPS). REMOVE EXIST. STAIRS (6 STEPS VISIBLE). REMOVE EXIST. STAIRS (2 STEPS VISIBLE). REMOVE EXIST. STAIRS (6 STEPS VISIBLE). REMOVE EXIST. STAIRS (11 STEPS). REMOVE EXIST. STAIRS (13 STEPS). REMOVE EXIST. STAIRS (21 STEPS). REMOVE EXIST. STAIRS (15 STEPS). REMOVE 8' OF EXIST. WALKWAY & EXIST. STAIRS (8 STEPS). CONSTRUCT NEW WALKOVER STRUCTURE. (8 STEPS). CONSTRUCT NEW WALKOVER STRUCTURE. REMOVE 5' EXIST. WALKWAY & EXIST. STAIRS (6&7 STEPS). CONSTRUCT NEW WALKOVER STRUCTURE. REMOVE EXIST. STAIRS (19 STEPS). REMOVE EXIST. STAIRS (13 STEPS). REMOVE EXIST. STAIRS (8 STEPS). REMOVE EXIST. STAIR (4 STEPS VISIBLE). REMOVE 134' EXIST. RAMP & 2 EXIST. STAIRS (7&4 STEPS). CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW VEHICULAR ACCESS. REMOVE EXIST. STAIRS (14 STEPS). REMOVE EXIST. STAIRS. (8 STEPS VISIBLE). REMOVE EXIST. STAIR. (6 STEPS VISIBLE). REMOVE EXIST. STAIRS (4 STEPS). REMOVE EXIST. STAIRS (15 STEPS). REMOVE EXIST. STAIRS (14 STEPS). REMOVE EXIST. STAIRS (11 STEPS). REMOVE 2 EXIST. STAIRS (6&23 STEPS). REMOVE EXIST. STAIRS (15 STEPS). REMOVE EXIST. STAIRS (10 STEPS). REMOVE EXIST. STAIRS (16 STEPS). REMOVE 2 EXIST. STAIRS (14&10 STEPS). REMOVE EXIST. STAIRS (13 STEPS). REMOVE 5' EXIST. WALKWAY & 2 STAIRS (7&12 STEPS). REMOVE EXIST. STAIRS (9 STEPS VISIBLE). REMOVE 11' OF EXIST. WALKWAY & EXIST. STAIRS (8 STEPS VISIBLE). CONSTRUCT NEW WALKOVER STRUCTURE. REMOVE 80' OF EXIST. WALKWAY & 2 EXIST. STAIRS (9& 10 STEPS). CONSTRUCT NEW WALKOVER STRUCTURE. 4 STEPS). CONSTRUCT NEW WALKOVER STRUCTURE. REMOVE 4' EXIST. WALKWAY & 2 EXIST. STAIRS (15& REMOVE 8' EXIST. WALKWAY & 2 EXIST. STAIRS (7& 12 STEPS). CONSTRUCT NEW WALKOVER STRUCTURE. CONSTRUCT NEW VEHICULAR ACCESS. REMOVE 15' EXIST. WALKWAY & 2 EXIST. STAIRS (6& 15 STEPS). CONSTRUCT NEW WALKOVER STRUCTURE. REMOVE 4' OF EXIST. WALKWAY & 2 EXIST. STAIRS (14& 8 STEPS). CONSTRUCT NEW WALKOVER STRUCTURE. REMOVE 2' OF EXIST. WALKWAY & 2 STAIRS (14& 4 STEPS). CONSTRUCT NEW WALKOVER STRUCTURE. REMOVE 5' OF EXIST. WALKWAY & 2 EXIST. STAIRS SCNTBeachWlkostructures.dgnS102 DETAILS & NOTESTYPICAL WALKOVER STRUCTURE FILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020 ~~~~~3S103S103 2 GIRDER SUPPORT 2X12 STAIR STRINGER 2X12 TREATED HANDRAIL POST 4x4 TREATED TIMBER DECK 2X6 TREATED STRINGER 2X10 TREATED TIMBER POST 8x8 TREATED THRU BOLTS (TYP) " DIA. GALV. 2 1 TYPICAL STAIR STRINGER DETAILB S103 COUNTER SUNK (TYP.) 3" DECK SCREW 2X4 2X6 TOP RAIL (TYP) D/S-10 DETAIL SEE C/S-10 DETAIL SEE TO STRINGERS TO SECURE DECKING COUNTER SUNK " GALV. DECK SCREW2 1USE 3 TO GIRDER CENTER STRINGER BOLTS TO SECURE " DIA. THRU2 1WITH USE TIE STRAP SECTION - BOLTED CONNECTION NOTES: TO SECURE DECKING TO STRINGERS 2. TOE NAIL CENTER STRINGER TO GIRDER 1. USE 3" GALV. DECK SCREW COUNTER SUNK WITH 10d NAILS.S10333 S103 EASE TOP EDGES " GAP.8 1WITH 2X6 TREATED DECKING 10d NAILS EACH SIDE TOE NAILED TO 2X12 W/2 GALV. 2x10 TREATED STRINGERS (TYP) " DIA. GALV. THRU BOLTS (TYP)2 1 " DIA. GALV. THRU BOLTS (TYP)2 1 HANDRAIL POST 4x4 TREATED 1"2'-9"GIRDER (TYP) 2X12 TREATED SUPPORT 2x4 RAIL (TYP) 5'-3" (TYP) TIE STRAP 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. NO LESS THAN 2 SCREWS SHALL BE USED PER CONNECTION. OF APPROPRIATE SIZE, LENGTH AND NUMBER TO CREATE A FIRM, STABLE CONNECTION. 10. ALL CONNECTIONS NOT DESIGNATED TO BE BOLTED SHALL BE MADE WITH LAG SCREWS DECK SCREWS SHALL COUNTERSUNK AND PENETATE A MINIMUM OF 2" INTO THE STRINGERS. 9. DECK SHALL BE ATTACHED WITH AT LEAST 2 DECK SCREWS PER STRINGER PER DECK PIECE. GALVANIZED STEEL IN ACCORDANCE WITH ASTM A123 OR A153 AS APPROPRIATE. 8. ALL STEEL HARDWARE AND ACCESSORIES SHALL BE TYPE 316 STAINLESS STEEL OR COMMERCIAL NON-STAINING WOOD SEALER. WITH AWPA GUIDELINES FOR FEILD TREATMENT OF CCA AND THEN SEALED WITH A CUBIC FOOT ALL FIELD CUTS AND CUT ENDS SHALL BE FIELD TREATED IN ACCORDANCE 7. ALL LUMBER SHALL BE PRESSURE TREATED TO RETAIN AT LEAST 0.4 POUNDS CCA PER SHALL BE PERFORMED PRIOR TO PRESSURE TREATING. " RADIUS. EASING4 1 ALL EXPOSED EDGES OF DECK AND HANDRAILS SHALL BE EASED 6. ALL TIMBER AND WOOD MATERIALS SHALL BE STRUCTURALLY GRADED No, 2 OR BETTER. 5. EASE ALL EXPOSED DECK AND HANDRAIL EDGES 1#4" RADIUS. GALVANIZED IAW ASTM A153. 4. ALL CONNECTING HARDWARE (BOLTS, NAILS, ETC.) SHALL BE STAINLESS STEEL OR 3. START CONSTRUCTION OF NEW WALKOVER WHERE THE EXISTING WALKOVER BEGAN. BE REMOVED SHALL BE PULLED. 2. CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING WALKOVER. PILES & POSTS TO 1. WALKOVER SHALL BE CONSTRUCTED BEFORE SAND IS PLACED. NOTES: TIMBER PILE (TYP) 8X8 TREATED EASE TOP EDGES (TYP) SUPPORT GIRDERS 2X12 TREATED HANDICAPP ACCESS TYPICAL SECTION WALKOVER STRUCTURE TYPICAL SECTION SCALE : 1"=1'-0" COUNTER SUNK (TYP.) 3" DECK SCREW 2X6 (TYP) BEHIND 1-2X6 TREAD & 1-2X8 TREAD L L 2" = 1'-0" " = 1'-0"2 1 (TO MATCH EXIST.) EASE TOP EDGES " GAP.8 1WITH 2X6 TREATED DECKING 2X6 TREATED DECKING HANDRAIL POST 4x4 TREATED " DIA. GALV. THRU BOLTS (TYP)2 1 (TYP.) 2X10 TREATED STRINGERS " DIA. GALV. THRU BOLTS (TYP)2 1C " DIA. GALV. THRU BOLTS (TYP)2 1C 6"6"C/S-2 DETAIL 2x4 RAIL (TYP) (TO MATCH EXIST.) VARIES CLR2"3'-6"1'-9"1'-9"2X6 TOP RAIL (TYP) HANDRAIL POST 4x4 TREATED " DIA. GALV. THRU BOLTS (TYP)2 1 " DIA. GALV. THRU BOLTS (TYP)2 1 10d NAILS EACH SIDE TOE NAILED TO 2X12 W/2 GALV. 2x10 TREATED STRINGERS (TYP) TREATED 2X12 (TYP) VARIES VARIES " = 1'-0"2 1 (TO MATCH EXIST.)1'-9"3'-6"1'-9"CLRTIMBER PILE (TYP) 8X8 TREATED S103 1 STAIR DETAIL STAIR SECTION 4 S103 A S103 S103 4 HANDRAIL DETAIL 6+- 1 SECTION, & DETAILSTYPICAL WALKOVER STRUCTURES103 LOAD EQUAL TO 200 LB/FT OF RAIL. PLATE SHALL BE ABLE TO SUPPORT A STATIC NOTE: HANRAIL, SUPPORT & MOUNTING & MOUNTING PLATE MATCHING SUPPORT HANDICAPPED HANDRAIL SS OR ALUMINUM SCNTBeachWlkostructures.dgnFILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020BEHIND 1" = 1'-0" 1-2X6 TREAD & 1-2X8 TREAD (NOTCHED FOR TREADS) 2X12 RISER 2X12 STRINGER 2X6 (TYP) FOR CLARITY. NOTE: 8x8 POST NOT SHOWN 2X12 STRINGER 2X6 (TYP) 2X12 RISER EASE TOP EDGES 1'-0" (TYP)(TYP)6"1" = 1'-0" COUNTER SUNK (TYP.) 3" DECK SCREW 4X4 (TYP.) 16d NAIL GALV. EASE TOP EDGES 2X6 SCALE : 2"=1'-0"S103 C NOTES: 2. 1. TYPICAL HANDICAPPED HANDRIAL SCALE : 3"=1'-0"S103 D " DIA. SS BOLTS2 1 " DIA. SS BOLTS2 1 4X4 POST MIN3""2 11 "2 11 "2 13 NN NAD 83NC GRIDSCALE : 1"=10' LAYOUT - BEACH ACCESS NO. 412 S104 1 SCALE : 1"=10' LAYOUT -BEACH ACCESS NO. 36 S104 97°54'50" 5 @ 6' 5 @ 6' 5 @ 6' 5 @ 6' 12.60' 34.72' 30.00' 12.60' 42.00' 46.72' 12.60' 18.00' 18.00' 12.00' 1.001.00 12.60' 3.80 16.13' 98.8 3 3.72' 3.72' 4.13' 5.30'5.30' 5.30'5.30'3.40' 3.40' 3.40' 5.30'5.30' 5.30'5.30' 3.40'3.72' 4.12' 6.0 0' 6.0 0' 6.0 0' 1.00' 4.13' 3.72' 6.53' 1'1' 1'1' 12.60' 5.30'5.30' 12.60' 5.30'5.30' 12.60'5.30' 5.30' 12.60'5.30' 5.30' 3.40' 3.40' 3.40' 46.77'1' 1'1' 1' 1'1' 23.27' 1.3' 1' 1 1' 1' 47.50' 6.00'1.03' 1.33' 2.67' 3.67' 6.00'0.7' 4.00' 0.97' 18.00' 3.53'0.83' 0.53' 18.00'4.17' 24.00' 4.08'3.68' 24.00' 4.08'42.00' 3.75' 4.17'3.77'1' 30.00' 3.68' 3.72' 130°00'00" 2.33' 130°00'00" 100°BEACH ACCESS NO. 36 & 41LAYOUT PLANSS104 SCNTBeachWlkostructures.dgnFILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020 5 @ 6' 5 @ 6' 5 @ 6' 5 @ 6' 12.60' 34.72' 30.00' 12.60' 42.00' 46.72' 12.60' 18.00' 18.00' 12.00' 1.001.00 12.60' 16.13' 3.72' 3.72' 4.13' 5.30'5.30' 5.30'5.30'3.40' 3.40' 3.40' 5.30'5.30' 5.30'5.30' 3.40'3.72' 4.12'1.00' 4.13' 3.72' 1'1' 3.79' 1' 83.29 30.0024.00 7.13 140° 1'1'1'3.32 1.5'5.67'1'2.5'1'1'1'1.5'1.68'3.32'140°100°30'30"BEACH ACCESS NO. 45LAYOUT PLANS1 SCALE : 1"=10' LAYOUT -BEACH ACCESS NO. 45 S105 S105 SCNTBeachWlkostructures.dgnFILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECH3 LINESDRAWING TITLEJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020NN NAD 83NC GRID SCALE : 1"=10' 2 LAYOUT -BEACH ACCESS NO. 64-2 S106 SCALE : 1"=10' LAYOUT -BEACH ACCESS NO. 581 S106 NN NAD 83NC GRIDNNNAD 83NC GRID97°54'50" 5 @ 6 '5 @ 6' 5 @ 6 '5 @ 6'12.60'34.72 '30.00 '12.60'42.00 '46.72 '12.60'18.00 '18.00' 12.00 '1.00 1.0012.60'3.80 16.13' 3.72 '3.72 '4.13'5.30'5.30'5.30'5.30'3.40'3.40'3.40'5.30'5.30'5.30'5.30'3.40'3.72 '4.12'1.00' 4.13' 3.72 '1 '1' 1 '1' 5 @ 6' 5 @ 6' 5 @ 6' 5 @ 6' 12.60' 34.72' 30.00' 12.60' 42.00' 46.72' 12.60' 18.00' 18.00' 12.00' 1.001.00 12.60' 16.13' 3.72' 3.72' 4.13' 5.30'5.30' 5.30'5.30'3.40' 3.40' 3.40' 5.30'5.30' 5.30'5.30' 3.40'3.72' 4.12'1.00' 4.13' 3.72' 1'1' 3.64' 1'6.001.65.9836.7318.0036.0091.32 6.00.91 1.005.734.091.001.004.27 29.914.5614 .7 ++14 .8 143°40'23"1'1'1'1' 6.18'1'2.15'1'1' 102°13'24"144°40'23"12.001'1'1'1.53'0.92'4.20'144°19'21"1'1'1.63'1.02'1.02'4.60'2.99'2.07'5.80'BEACH ACCESS NO. 58 & 64-2LAYOUT PLANS106 SCNTBeachWlkostructures.dgnFILE NAME:TB100-03-52DRAWING CODE:DRAWN BY:DESIGNED BY:DESCRIPTION1 A MARKSUBMITTED BY:DATECHECKED BY:ISSUE DATE:B C D E F G 2 3 4 5 6 7 8 9 10 SHEET ID ®of Engineers US Army Corps 22"x34"SIZE:WILMINGTON, NORTH CAROLINA 2840369 DARLINGTON AVENUEWILMINGTON DISTRICTU.S. ARMY CORPS OF ENGINEERSL. DANLEYL. CREECHJ. MANNINGCONTRACT NO.:SOLICITATION NO.:TOPSAIL ISLAND, NORTH CAROLINASURF CITY NORTH TOPSAIL BEACHCOASTAL STORM RISK MANAGEMENTL. CREECHMARCH 2020