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Home My WebLink About20160517 Ver 2_Design/Maps/Site Plans Revised_20240402NORTH CAROLINA PORT�.r PORT OF WILMINGTON RECEIVED MAR 2 6 2024 DCM WILMINGTON, NC AREAS F—WEST AND H YARD IMPROVEMENTS PROJECT NCSPA CONTRACT NO. C-1650(W) Hn)nLcville Y t':Jmmgton I n![raZ!;Unnt non Wilmington Vicinity Map WILMINGTON, NORTH CAROLINA SCO ID # 21-24072-01A Kr.:gs Graul OAKS'TH GATE t'J O 00PINECRES— 45MTH TERRACEARK UNScT SOUTH PORT OFWILMINGTONSOUTH VI Lot I UG TO f: PLACE GATE Go ale 0ELMINT Location Map e ADDRESS: 1 SHIPYARD BOULEVARD WILMINGTON, NORTH CAROLINA 28401 PROJECT SUMMARY: THE PROJECT INCLUDES THE FOLLOWING WORK ITEMS. UTILITY AND SITE DEMOLITION, EROSION CONTROL, REMOVAL OF APPROXIMATELY 13 ACRES OF DEGRADED ASPHALT PAVEMENT AND REPLACEMENT WITH NEW ASPHALT PAVING (NO ADDITIONAL SURFACE AREA), STORMWATER DRAINAGE (NO NEW OUTFALLS), FIREWATER LINE REPLACEMENT, HIGH MAST LIGHT POLE AND FIXTURE REPLACEMENT, BULKHEAD REPAIR, AND CONCRETE ACCESS RAMP REPLACEMENT. The No" Carolina Stale Pods Authority does not and cannot guarantee the accuracy of this drawings). Use of the Inlameta, and data contained within this comings) Is at your sole risk. It you rely on the intensifier, on this drawing you are responsible for ensuring by independent verification its accuracy, currency or completeness. Nx WSP USA INC. 43 FAYETTEVILLE STREET SUITE 1500 RALEtGH. NC 27601 LICENSE 9 F-0165 SEAL 65571 NORTH CAROLINA PORT a a z O W F- W a = U NO J W J Z ra Z v NCSPA PROJECT 4 1959i 5So I. PddOT141A SHEET 1 PORT OF WILMINGTON CUD, - �m INDUSTRIAL ROAD _P .. W Ul I I LU AREA F Llu co (EAST) I \I - ^ .PROJECT I=s-- - LIMITS i AREA H - (EAST) LU y I ,—AREA F F �\ % _ \I� REPLACE PAVEMENT, Ii AREA H / DRAINAGE, POTABLE I 'WATER, AND LIGHTING (WEST) WITHIN THIS AREA. y _ _ —_ —�-�.J — —.� REPAIR BULKHEAD AT'''` "`•' _ _ _. LAND/ WATER INTERFACE BY CLEANING AND ENCAPSULATING IN CONCRETE WHARF . ,. F lie µ" �r + • bb CAPE FEAR RIVER _ Sea �pLp %%%p WSP USA INC. too' so' ap'p 50' Coo' aoo' The NOM Carolina Slate Ports Aulhori does not and Cannot guarantee the accuracy of this drawing(s). SUITE1 ETTEVILLE STREET b 9 If SUITE 1600 Useis drawing you resptamnlair enuring byIdrependentvatyoursole risk lra, curyan the noyoriCompleten IlAkLLICENSE F-01601 scnLE: i =Coo' on tbisdrzwing you are responsiGe for ensuring by Independent verRcagpn ilsaauracy. cunenry or mmpkleness. LICENSEN F-0165 U z Z 0 ' V z U 0 SEAL 455]1 NORTH CAROLINA PORT r� off 1 z w w O a i p z x Q § QIL Y J x W w z N NCSPAPRpJECiIX 1059] 6C010 R 31-]a0]S-0tA WSP PR0.1ELTp 1PP8]YL SHEET 2 ; � I Y 1 1 PORT OF WILMINGTON I I r ; -F- :w ;AREA (EAST) i r _ 'LIMITS i v 'mot( I I. r : I � CAPE FEAR RIVER nov LEGEND ® EXISTING STORM DRAIN ry EXISTING WATERLINE —E EXISTING ELECTRICAL -x—r—.—. —..- EXISTING FENCE — —v EXISTING SANITARY FORCE MAIN �i v - v ^ ° Y r AREA F j (WEST) ; I r-- } I I I 1 AREA H �1 (EAST) i:ll Aw f 3i __.,. !' t�.AREA Hj (WEST) a`; �' mii _ � J lao' so' ao'o so' loo' mo' The NOM Carolina State Pods AuNonty dcesnof and rannof guarantee Meaavnaq of lhls drawing(s). Use of Ne information and data contained within this drowirg(s) is al your sole risk. If you rely on dre information SCALE: f -'De on Nis drawing you are responsible for ensuring by independent v nfimtion its a=mny, maenet or Eumpletene,e. WSP USA INC. 43 FAYETTEVILLE STREET SUITE 15M RALEIGH, NC 27601 LICENSE # F-0165 w � aw = o� � Fz , z �z a w� K ¢ w da ago-= aW�� am p LLO s a Y- V ad 2 � F O K o z a 0 SEAL 45571 NORTH CAROLINA PORT f� 1. ICSPA PROJECTN Ib59] !CO IDA 21-240]2LIA VSP PRWEDT9I�a]2L SHEET 3 2994± WHARF ■ Z------------ S ■ FACE OF EXISTING WHARF Z EXISTING WHARF I p11 p LL N CD Z IO IJ-� CAPE LU 2 FEAR m ■ U c3c: J RIVER APPROX W UJ Q EXISTING MUOLINE —__— _ --_—_ _—� y -----— IL ■= p Dill 111 IQ Is Dyy � � ■� 2 i2 ■ 0 au Iso G Q G Qz m ■ o Q 0 0 e w U waL OCT.PISPIS S0. PILE CONC PILE CO P CONC ILE 2 2 w J W g m ed 0 w U Z us o a £ z n W 0 EXISTING WHARF EXISTING SECURITY FENCE yq e.. EXISTING EXISTING TIE ROD PAVEMENT NORTH WE - - CAROLINA a — - __ - PORT Z W EXISTING W TIE BACK 1 EXISTING SHEET PILE ANCHOR W BULKHEAD(WALL) W Z_ J > N K _ Z O F- ~ o It Z O 4€ r O F £ Z Z N ■ w W W x 3 W I LL N Q I Q WSP USA INC. NCSPAPROJECTk IN97 6' 1. 21 434 FAYETTEVILLE STREET SCO toa 21-24r122-01A hOM Carolina Slate Pods Authority does not and cannot guarantee fire eansq of this tlrawing(s). SUITE 15M WSPPROJECTM18SM FT,.-..,, scut: apY- f-o' infovnationanddatacontainedwithinthisErawing(s)isatyoursolerisk.Ifyourelyontheinfornation RALEIGH,NC27601SHEET4is tlrawing you are responsible for ensuring by intlepentlent verification its aaurs , wnenoy or completeness. LICENSEAF-0165 ■ ■ I I ■ NEW WALE=33'6" NEW TIE RODS 3 SPA Q 9.1W TURES BEYOND FINISH PAVEMENT EL.+6.50 10 q BEYOND ENCAPSULATED B 5-301 EXIST SHEET PILES S�1 -- OF CONCRETE WALL EL. g________ ______________________________________________________________________________ 9. TIE RODS _ _ EL. +1.56 ic 0 I —CONCRETE ENCASEMENT , 0 11 EXIST WALES AND TI E RODS J Rl ui --------------------------- IW y1W 5 r 5 — — . `APPROXIMATE MUDLINE -10 BOTTOM OF CONCRETE NAVD88 ENCASEMENT EL.-5.00 BULKHEAD - ELEVATION LOOKING EAST SCALE: 1:20 (1 H:5V) I NEW 3 NEW TIE RODS 6 SPA @ 9.84' = 59'612" W FINISH PAVEMENT EL. +6SO > NEW CONCRETE RAMP BEYOND 1D O B ENCAPSULATED A m� C SJOt EXIST SHEET PILES 5301 ul m s301 TOP OF CONCRETE WALL EL. +. rn 5 '------ — — — — — — — — — — — — — — — — — ZI L J 0 Q. ■ 7-1 —� BOTTOM OF CONCRETE ' APPROXIMATE MUDLINE ENCASEMENT EL -5.00 -10 NAVD88 2 BULKHEAD - ELEVATION LOOKING EAST 1 1 SCALE: 1:20 (1H:5V) 0 -10 J NAVD88 U Z Z p'1 s O LL CV O F- co Z W MHHW A +2.08� J W a MLLW EL.-2.50 C U p tETE ENCASEMENT EXIST WALES AND TIE RODS 1181 ST CONCRETE RAMP TO WHARF BEYOND 10 -r-----------� 5 NOTE: FOR VERTICAL DATUM CONVERSION TABLE, SEE SHEET 9. HORIZONTAL 1 20 0 20 40 SCALE 1 — 20 scale reat 4 0 4 B The North Carolina Stale Ports Authority tices not and rannol guarantee the actuary of Ibis drawinA(s). VERTICAL SCALE 1' = 4 OR Use ofthe information and data containeB within this comaing(s) is at yourmle risk. Ifyou rely on the information scale feet on this Bawing you are responslMe for ensuring by inbepencent venfic,lion its a=mq, cononq or mmpleleness. -5 -10 J NAVDBB SEAL ' 2yy.\ 45571 t NORTH CAROLINA PORT �- MHHW EL. +2.06 y z Z W MLLW EL. -2.60 W K O a Z � Z O oS O a > Lu Z Z -i e Q F W U) W LL N%%p WSP USA INC. 434 FAYETTEVILLE STREET SUITE 1500 RALEIGH, NO 27601 LICENSE k F6165 OSPA PROJECTt 10E97 =11)# 21-2072L1A NSPPBOJECTY18shil SHEET 5 I z T 299.0"t WHARF € Z FACE OF EXISTING WHARF I Q y O EXISTING WHARF W N I'^ V LED Z O W N CAPE I W U Q J ac FEAR , m w 7 ,% RIVER APPROX. W 7 tl EXISTING ___ CC MUDLINE -- -- G --_ — — — ------ ----- - 1 w C) d IU a U w I=z �a o W� 0, ^, W d m i m 16" OCT. PIS 20" SO. PIS CONC PILE CONC PILE Z w g F w g m K O Q F- U 2 p K d 2 to S to O 3 .-0.. ➢5'-0•+ SEAL �t $46671 i ��a'�%i I EXISTING WHARF NEW SECURITY FENCE NEW `^4�"��n�� PAVEMENT NORTH W CAROLINA e o PORTS/� 0 W ENCAPSULATION OF CONCRETE MAINTAIN EXISTING TIE RODS FN- N EXISTING BULKHEAD AND ANCHORS. ADD NEW TIE Z RODS AND ANCHORS IN TWO W AREAS WHERE THERE W CURRENTLY ARE NONE W Z EXISTING SHEET PILE > J 1 BULKHEAD (WALL) K Z = a O U H Q U W > fn 3o UJ Oa og a w I 3 a a WSP USA INC. NCSPA PROJECT p 10597 e' ts' 2�' 434 The No" Carding State Pods Authod does not and cannot uaantee the aqua ofthis cla ng(s). SUITE 1ETTEVILLE STREET 56010RJECTelM7 N g c'/ SUITE 15G0 WSP PROJECTp10%]4L scut: a/IY-Y-a' Use ofthe inhadation and data contained within this drawings) is at yoursole risk. If you rely on the information RALEIGH, NO 27601 SHEET7 on this drawing you are responsible for ensuring by independent veri0cation its accuraq, cudanq or completeness. LICENSE A F-0166 , , I , I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I f I I I I I I I I I I I I I I I I CONCRETE BULKHEAD ENCAPSULATION ENLARGED PLAN - TYPICAL SECTION SCALE- 1-=19 TIE RODS AND ANCHOR �O10 W FAV � Find. A 1 No, �i/.. Illllpllryl iII IIIIIII�II`II III II �lil I�I III IIII d III I�I�IIIIID� illllj�VA0AF0 mw®n%mevmeT•�®as®oae VAP 11 UU CONCRETE ENLARGED PLAN - AT RAMP REPLACEMENT SCALE: 1'-10' ENLARGED PLAN - NEW TIE RODS AND ANCHORS SCALE: 1"=10' fare 's'4'Zp to The North Carolina State Pods Authority does not and cannot guarantee Me accuracy of Nis drowing(s). scn�. r—ro, Use 00einformation and data contained within this drawing(s)Is at your We risk. If you rely an Me information on His drawing you are resp mible for ensuring by independent verigwtion its amraq, cadency or completeness. QI �I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I E a ------------- o ------------ TIDAL DATUM REFERENCE: NOAA STATION 8658120 WILMINGTON, NC 4BIr MHHW 4.43MHW �. or 3 V - 399 r 6 32 W' W WATERWARD FACE OF i EXISTING ENCAPSULATION 2.60' NAVD88=0.00 MEAN SEA LEVEL (MSL) r i - 2'-3" 2'8'± 290Y WHARF < w41 6 ce CAPE FEAR RIVER BEYOND w ce g i S i CONCRETE ENCASEMENT r ba q = se z w g m T.O.C. EL+10.10 f OJ = I K O W 5 CHAIN LINK SECURITY FENCE, om, MI -LW ¢ 5 9 MATCH EXISTING O < rc BOTTOM ENCASEMENT((ANDSIDE) - ad 0 p y - EL *5.08' p MHW +4.43' ORSi�s'b�/y5;- — I I I -2/SEALtd S •4- 45571 so IIII`�q w d- -III EXIST EXIST STEEL SHEET PILE -III DOUBLEC NORTH WALE, TYP pMLLW 0.00' (FACE OF STEEL VARIES) — I':-' — CAROLINA MUDLINE PORTS EL-2.40 BOTTOM ENGASEMENT(WATERSIDE) ELEVATIONVARIES i- I11 111 1 ,III z w Ii W a w a � Z NOTE: O F Re ALL ELEVATIONS ARE REFERENCED TO MLLW. } V_o SECTION - PROPOSED BULKHEAD (WALL) ENCAPSULATION z o 6 SCALE: 318" = 1'-0" STA. 10+50 TO STA 11+26 STA 12+03 TO STA 13+80 Q CID w STA. 14+79 TO STA 19+22 t% 0 w a 3 O w Cc m a LU LU WSP USA INC. NCSPAPRQIECTR 1M97 2' V 0 2' s' 434 FAYETTEVILLE STREET SCOID42624m2-01A rT7horth Carolina State Pods Authority does not and cannot guarantee the actuary of this@awing(s). SUITE 1500 WSP PROTECT K IW72L suu[: S/e'- Y-0' Ne in(ormationand data mnlained wiNin thisdawiy(s)is at your safe dsk.li you rely on the information RALEIGH, NC 27601 SHEET 9 on this drawing you are responsible for ensuring by independent verification its awunacy, wrmnq or wardefeness. LICENSEff F-0165