EX GROIN REFERENCE DRAWINGS FOR FEASIBILITY STUDY

I
D
L �JD
C
\\\`
H,
7�
77
u
A.
r 2
N\ x Cap
MET tt MA
.—M
rl
1,,KLAN NO2 070
1 lk" 4a- , Al A
T
u
KEY PLAN
Ue
T-: z
vz
�'GROIN �,Z -7—
A
— ------ - ------ ...... ....
=T - 4--
A
ot
A It I
A
AM,
Q, I• \ •`i.:n -... , IHHA o
PROFILES
IDS WIN W.3 SML[ BE BUILT FIAGIT If MI MS WE OUNSTRUCTUDOME AT A TIME.
@W. IN CONI CAD I I N..A A. M.SI UUITMN .111. CDE.*.S SHALL
AD. \ NOTES I.NE �CEOM THE MUTH SIDI
MARE ATELFEEPTRE
! D'
OF TH ',..E��NC�719'WEWiluIFCPWEtiLLLEN�HTCF
E.SU.SG46V� C
I \\ FFiCEAINQHARGEJNEUD.
NHEUBEBNWTNEWr.AA=AAND�BM=Gl,!TlE
3 A" M,11A.:L, BE BY ITTICU'RIN AS TO .W SUALL UNTLE'D
It WED ON PROFILE INUORBATION.
IOFAFaL IMLITUDI ..I.. W.MAND
RAI SCALVE
BTI, GM1v .1 alatICH PROTECTION
4 •I / / I / v—.. T
Ems`0. SITE PA. j PROP LS
tI /
e.'MV
I
A C

HILL AT 1Lr y
DETAIL X"
CI I L
I IT —I I
It
v,Vlfb To COWIPAW TV tE Wn•:jI
• I TIN
lItEL �VIA PIR WT-V_--
It
,no 11MILKE.T. (eeU ru.I
L PoE`TTlIInI, PILI X
LX.L. AM"':'
W 4� �
L T., ; 11 wt
I.L �l �I.ITJIV W. 1,16.;
,,S. MINN ..14cu L .1 .lrb
c PrlNr0RcFn Pi
-2 lArla tj 4
.....................
V.
VO �r. A I!
E gj X r L i MIT 10
10
L
-3114 MAC
IK I I L 1 111 1.1910)
I II I a VTI rw
01
_PRESTRESSED PILE
ILL-

9-1'7 7.. N/H
f{Yernec, Sca.lc eF 'fL,ls "12c �uc��io-�: li_��
r
_ Thte is au +grease ��^��'r eF t�b;
- in order kn 2re d�ek a ano-P s

�� .-_fl IJ- 2-. CsiJ.Tl-:. _ ,> pa keeE lase\ /m w.e�r♦
=L+_PI-[�IIJ 1�'� i �sIL11GN -Y•W pN Oaf! LMe�
- 9CMlC: {BaI P•4J v[I:T: 11-5'
I <
4
row
Q
/1 ✓Y
ra
a
!f•
� Kr,• PLal1 k
e
GeWCRe.L hl T ..... .... 0
L /JL --v T— 4 s g N I 1.
i Ga1TOu[ WiSNwL a LPI.
Gw110✓Lf aL! 6.1ep ON L 1K•6. fawYip
PNL, 19t4.
W %Ca I.T YVV/fi
% we,o ,, _
9*.9 L[4f T+LN Ll r(,
1.4 ugaTEa TyV ILPic'
' crLu-f w+lleL KLuuyT Ie[ L9Y.
4 noesa �u>pT lac rPc
uNr [
IIiW TR lNR 1-�
MLW e.0
LaNlLT -2.0
c�-.fTlWyaK.V. 19TeW su[6e
[ wme-CYrxlLr LYEWe)
O'.ef 1 4-2lI51
LG-.e T..LV S [Miry
s. s aLlxrra rxLN u LNmv
[. INNPnI`TttY lereu ne iu.tllLtq.l r. sveei PWV+ Pa[
I M1oryu Ir nc cwsTw4 auuxi f.lau O! exmrtLtTL a) [ P MLOV.cNi6x MWn4e ILIX.[[t V MT..M.
5ebWSiVcl NtTC To i.BOiA[co.T.1ix
.pv 71 .,Cc 44 O nLL
i 0 PNa.Ii! MFacwTloV.
ILL .LL NMI-{xp[T/Ye tO D[ 2410[GaVly. 1lLT �V p>'LPV4, a .,Z T-1 ! tixpV eVY
M1 fi>Hn.�}pr. WV R'. K+rre YIDLC ♦ "Cx .2Z ,ae,.i x:li.TU
+sPY.
•
ycLl. ��• fO.
�._J..d....^ SGA Y. S
�.
• - .•
•{ r4� E"
O ALS A
10 I a I a
•-ad L._'
aW'Ih
I T I a
I—_. a
.Y. _ --
I Y
116-46a-

l
5
4
3
J.
O.6
{L` V -i•�
MMSn � � /1-' I " }} 1 ' 1 92 / N l fl T H
216
Site
D N D / �� o 1 ;/D o;;° W °, ,G
I r W
/\ 1 At j 1 uwenem cry ro
l / f S:AR.x / / ,/ / A
III NSITOR9 � O` lHtIdOL' D
cEN1ER : 1 1/I / cean
° S PROXIMATE LIMITS OF EXISTING H
SAND BAG REVETMENT
/ VICINITY MAP
+ 6� \\,,� + sJ \/\ /: _ + x.66go°
17
1. %'_qPE HgnEPAS
p,nc ALE PI /
C / /}+' .)1.. �e.e \ y, a.9 ��
/ I X4':21DETERIORATED
sN 41, E%ISTING CONCRETE EXISTING SOUTH GROIN
SxEETPIIES
E.9
x 565>5q xr' .6) J
—SHEETPILE WALL
�✓ / d aJ i ,� '�l c, _Z / '.l ITHIs cpxTRgcT:
;.,/ —�>AREA DAMAGED \\ I
J' 51 STORM—AppHEIGABTE LIMBS OF EKIS]ING J
TT 9.3 ' \'� SCONE/GABION SCOUR 4PRON
�- j _. EMERGENCY STEEL
SHELTPILE EXTENSION C
(CONS
TPUCTEO 1900 6 19821 `'I
�!PRCSEn:1LY BELOp GRADE �
86 r{��/ .E" ^•: �.•`� // L I ,. /' + + + N 5655J0
/
g � s
9 -
LEGEND
1 nLvlscD ID aLnen r°sr sl u mxDlums v.°
- INTERMEDIATE CONTOUR SyrTpl Desv ipiiois 'x0aty
INDEX CONTOUR 51.1 9°
t6 Reai6'm
0q0
U.S. NlNY ENGINEER DISTRICT
WATER LINE CORPS OF ENGINEERS
scu[ m rtCT PENCE WILMINGLON. NORTH CIROLNA
A TOPOGRAPHY I5 BASED ON PHOIOGRAPMETRIL' MAPPING BY Oeslgne06y'f WAD CAPE HALLER $LIGHTHOUSE NORTH C ROLINA
---------- 1RNL PMERCAN GEOGRAPHIC DATA; INC., WILMINGTON. N.C.. DATED - - >wC A
MMCH B. 1993. CHANGES IN BEACH TOPOGRAPHY ARE i0 BE AIR- - .yom :,iw L'—' SOUTH GROIN
iREELINE EXPDUEEiOENATURAL VAP.lAf31LIiY OF WAVE NJG CURRENT CONDITIONS. apseCa"ueNs, tm enslma me emceo two n�. u5.s y aoI Dram oy:fi LLJ REHABILITATION
10.3 SPOT ELEVATION ""°"'x°c"'s3'^a'="
L >J en.uxea Dy:. wan GENERAL MAP
SINGLE BUSH ID3 p1' f JTJ
® MISC. UTILITY Y"'
sw:f Y..1 f . CfasT DP.xcx 'e A5 SHOWN Nuroar:
O POLE qa De u
p°,LYf%JvJTJ Dote: DM FI Ie:
u ELECTRIC POLE .nne.nuem en .. Y—a.vp.5. - SX. ep.NC 1DEC DIM uro..tN P- q 1
cOa: sNe I of A
5 4 3 2 1
As >uR.vs.etrao r NPs ya/,�/q,�

5 q
3
2
1
�PZ[T
i' 1FENUVEI
u
- \—LE%o
I
�I-e9CONCE SIEFT PILE
110 REMAINI Ii(CNp'/CI
C\ ,
B DETAIL (EXIST)
\(
••�-,t
Ex151 STEEL SHED?P ES
/�(\,`L-\ //\ /` C ND ,EXIST SABARBS
�.�
-
III III '.RETE SHEE 111LES
TIC REND N
' r a —NEW PZ9D SHVEiF1LE`
iCl
/
Sk-
IE%I SI IND COND I ON:
FAIL4Ew PRINCE SIUfIE CREST (AS tlVl'_I 3L VN1
P STONE
/ S L C91..TTION 'AR Fc
lASOBUILT P Nr
/
/
r?IFn.,I
�/ NS1R. ,Wfl FE CH
01 1PU 11 N E4 i
/
iEXIST I Me1UNBlUm
E%1 i / i ]N PIE
. -r E I$II L LUNI N' SX Lk IL REMAIN. /
IN RF iF HFFTPF f: LUC '-TUNA,\
\`
CC. Is- .LLT N x Z40 ViL. AND Pilri I i0 CCNC9ETC
SY_ RD
ET
PF 1 = 6iM ffN F GIFT F iU F'
Pi (:Yi PF PI IN .1:P a EEi.I E-' -FiCr ENTER:�
`�\ \'
-
LINSHDL FIS Na.C-FJRS:.
P:0'J L LV...c lcl. .....
\...
APPROX. LOS
9F ARMUl i JFE 'AS BUILT 1-LPN'
i'
-- COaSIRJCi1011 R4A_l i
(E� COMOT::N
YPF FSI
SOUTH GROIN PLAN
N'_'ES
I. L%ICTINL fd IMUR S1 BE Alp GPBIDNS
VE BEEN 5CPTT=RED BY WAVE PCIICN
Pro THE R LOCPT10% VATIC S S,GN,F1
GROUND LINE
Ci1JTLY FROM TiF L'i b!1_T OUTLINES
�APPROX
i' 1.WN. THE CINTRPl I_F ^v.All
IZ97 CU10=E MALL
'IFV ?'a(J iH=FIF'I :E CVIrJFF xuLL :213"
P.=Mf :'C GIRIONS FF{ Grf:,E Fi NEC-
_
- - EFe511:JG yFW SI'_%'.-1 WHILE (EA SIDE! —,
ESS:.P' iC PLA-E S.CCTPIV=S.
M
EL 5.5 CL
.. .. ..
_ SEL C FY Lh Cw_VPH: ZEO.
N.0 N`
—'—FI
A B A " I:LL Ui FF' FfIVPF ALL BE rYFE 316
STP F ... FF ,C Er1CIFICPT:ON,.
B
"pprllx El l T. IRE EL -
_
.\:
.MFY "P LIGMf IC'FIr LY'IiL
AyjAr CPN
EL 1
I
7
I
III-
I wl: :u[crikr.
I 1
li
I I I
III' I I I � �'
I
I
I (
- TE 1 -, U EF E[ IC UIf.
I ! i
11121/9'
E ISCO It E EC ] E I. [.D RCAFL[ I('I/9f UN.
UD TEX IA
11
1 FF hFO G FL 0.- 15 �H OF.vFI! II/I/9� WG
T,F EL
SrnB0. OESCRIP110x5 MlE wmllv[0
REV"UN,
U.S. ARNY ENGI BEER DISTRICT
CORPS OF ENGINEERS
VILA I NGTON. NORTH CPNOLINA
SOUTH GROIN PROFILE
DESIGNED BTr. :APE HAT?RAS L:GH-HOpSE
®"'
N'n "11LB nOGIE CIRDLIKA
Il
A
-
oAFxxBn• xo:Neu 'sGU?H sFlIIM 3EHPBILIT➢T10\
1'-k I.
cHEc%EO Brr • SOUTH GROIN
,B= PLAN & ELEVATION
Nt'XIEvfG//�� r .
:ZAP'"K SCALE. PLATE
xl EF. tttttt .^YCTIG AU.BEPr
pvvegvEp BYr perE• ,
VxerEx
F. 1.nr
[pPVIXG _ _
1FjT'.
Cam... SHEET pF u-i v_n ..::... _:.
5 q
3
2
1
T

4
D
C
A
A I EXiSTINu
q'-E`
1 1/2'
DIP SS ROD W/ NUTS B WASHERS (TYPI
C12X251NEWi
C12%25 (IYN)
fE%ISiI
!E%ISiI 3
1'-G� ISS ipp i0 PASS THflU EXIST S_OTTEO HOLE IN CONCRETE
(HOLE =0H 55 ROp IN PZgO ARY B= FLgrcE CUTI
SHEETPILE) PIgLE ON BOTM SI OE
WHERE SPACE PERMIT
li
C12%25
WHALE INEW1
EXIS
CONCRETE SHEET 'LLF
S%I S'I lM6 CUNCHNE SHEET PILE
/
a0 REMAIN'
/
- J
CONNECT FIRST PZgO TO r
\
E%ISi P22.
I .]/B' HS BOLT ITYP
`C12%25 (NEW!
«5' [HOLES MAY 6E 0,
OR FIELD OH ILLEOI
EXISTING PZP
NEW PZgO SH=E iP ILE3
SHEETP ILES
CONSTRVC-ION REACH 1
1
R DETAIL
Ti E'1iE I,2..,A
CONSTRUCTION REACH I
F%ISTING P]>i SHFF iP I LES NEW PZgO 5HEETPIIFS
ITO RENPTNI
I NEWT
/<—L:2x2D -1 �1 TYPI
BGLrS
VV
`PL3/8%BX12 (ER SIDE WEB)
—P.3/8X8K12 !rYF'1
E CHANNEL SPLICE DETAIL
s a._ I�Irz',I.�U.
B 1 1/2' OIA SS ROD
Y
S
S
-0• q .0'
02r8' CIA ITS BGLT (TYPI
I I P240 fTYP)
'C2I3
f
SS PL. 4X4XI/2 li
\ 2..271
WASHER
- ---
\�
�PZ <0 (TYPI
Ll2%2Y
L P.P.`_ LA£RRL BRACE—/
Z
(TYPI
NOTE. EKIST PZ27 NOT A1DWN,
REMOVE EXIST PZ22 (B PI_ESI
DETAIL
(NEW)
0 0 o O
G
0 0 0 0 ° o -o-- .---
a y
m
C
E%ISTI.3 BEECH LINE MAY VARY SIGNIFICANTLY OPTIONAL
END
DE TA I L ( NEW )
r
N
NOTE: STFEL III. ES THAT PFE INSTALLED
V I E W N'
V I E W
WIIM Th3 'HINTED END GJ'WN DUE TO
-0
L _
��
lC
)
CH NOES N-CESSI iA BY CHANGES IN
FIELD C]N]I iI DNS. SHALL BE FIELD PRINTED
B
5 SS 1��., _N.
S,B'2 1<<.,I..D�
SYSTEM REOUIBW BY
-`
THEM SPEC)FICAT10NS?
_.\
C nX10.5 I ATFRAI
DRAFT
T­
b/
IE%ISTING CONCRETE I SHEET P
ILE
\
C12%25 INEW f12%25 WHALE INEW:
\
_
g _
_ _
1-1 /2. OIA SS ROD
8
A�
VEWI
r .n
q(D SICETP'LE 70 R N nl
�•
P240 INEWi
I ( TH
FROM SHORE SHOWN MA IF FIEIFI gR.IIYTFpi
8
-
j'
-C12X25 !E%I ST1
1-I/2' DIA 55 RCO
a
b
f
c-2. I.%ISiI
8 i-. SI3EE /
rj
I PZ90
li'iPl
- IBI
i
o
\-112125 IIJEWi
of
--
4
ZC273
:.•'.
��
i .x
.. .... \..b.
!-�-22'.
P
°
—R N-/E COM=P 'HE TAIL- i F'rS PZgO NaL.
. ./Z' D 5 RO 11 TH PILE SHOWN MP! BE FIELD ADJUSTED W 1 { lit
REAC- I FLALN 2
-/TIVG GPB IOIJS E%IS INO GAOIONS
/ 9LMUVE AS R=0'0 N E OC AOT REMOVE F MP.NING HLMUVG Pi L.
� /� DE TAIL WAU_ ISECQFPLLt LU. CUNT ALIU1 � � VIEW
$EW (�� D PR. L FLAREENP]RAFY H EIPI_E EE NC`�
�� 3 Aj g.l`: 1/2•, L.n' TJ.]FF W.LL TO P'FV Q Wf SHOUI J
PR.DR
i 0 REHI 1115 A ONC
5 4 3
U.S. ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
WILMINGTON. NORTH CAROLINA
CAPE HATTERAS IN GHTHOUSE
NORTH CARJLINA
Ep ¢Ns
SOUTH BROW RFHARTIITATTON
SOUTH GROIN
PLAN 6 ELEVATION
DETAILS
PLATE
NUMBER•
S-z
I DEC 94
L
rHiH3NUO.JGN
SHEET 9 OF <
1

- —TYPN" MICE
. i
I„L
� 1
I
1
aeN(arc nlc
CICVATION
(mnr+ri'
DETAIL A'
nI or "DIN IwCA. I PILL
VAtlf �' . LIT Att.I•[.T ON
NOT TO n ur
1 L�
I to• 1 .•11 {DLT "GIE i
Tir
•R Cr F(i,M-. l ,. rAnN H
- ^ Wtlf IIN:1E
. r:... VrCa rTral [ LJ. uan
STRANIDi
i . .
SAYE OIITSID(
OlWN. W s AS
•I) NABS
J o1{ARS "
Y
m
..5
UnTE
LALL frllL S.uu u rasa ra ArloPLa L D
TWr A MNPMYM LaIILP(Tl C -b J M'
.D 1-
YNMT.I.E
S.TONSLI AND 1.00.'i Dl tl[' i MOr^E L
Yu fI.EMII "MILD TD C014/ORY1 •TV r:LE
0 N Nl STANUAAD .
l I0[N rvK EYILPfTI MlEC1b rT.JSTT60 T\r0 _rcl'
I YCEL AM A PERYAL rim r CT
s TP[4Yl"'m YAUIET .[:'�
FIELD TLACCNLNT.(O6f1 RL4J
L ■PRE•TPET<*n PILES `.•'
Lra<iPErE S L NAVE A MW 1 !CfP1YE
AININITN OF 4P00 NUIIC' <•{.i tC 91 ?,=:I /.i.A^ CWf
AJq IL ...ANDf tNAll-� .] R .J'•"I'."="•-" •-
"PIXSTN > LS4RM A-c: ':f' i Y•.1.. .
_ ( STl4 STRANOl 14'-' L . I T:=:.11
MTEAL UNIT "Al" W Il{RD:N_ "L':.Jl I`'u I@
INLN
♦ENDS Dr In1YDr twut " TSRLIINATED MP 4TROUT
P0<MIrI A NNOtS DEEf4 Pa.t TP IN L .E 69OUrF0
YPM CPOIr PESIN GROUT AFTER FASRI E ATION.
f PPINPORCCD 'PILU %TI[ JL bq 1
L LDNC RETE SNAIL NAYS A MYR O <W I
STatYIrN Or vw 11TTRl PER [
. TT.A..a�..O...LenNN2T
EI.4-11'pt,..Ar VA. Yk:s
• oornro rerrn our .. _
Im
1 11�
fI�
•
(I I i I
I!
I�
1
�
l �
I
I
i
1
—
1
1 �
I
{III
Y'll
i
it
1
I
IJ UT.UrID MILE
I fA<. nR[ w SnY NO" -

to I+
MIiT. coNG OY¢C1P4.LL
L e+.Sr. e.io
CN sue)+
ME
GxoII.: u? 1 -
sulr 11••P.d - - -
wT¢N To/ -1 s¢eeT
Ts .. "*T -
PC It
C
M• I I I
it
.r� icL
'I
cR- ..
T. NRv 14raLL Ilq FT u lv]]ef y4f[441W
t I PAC MP G1.
I � '61 ', _... .. I � A•bOe[MIFLL ee x�Nc —fi!!L—LH2-..
.:IN•d ¢.s rdlr� '_YY1J1 rcr44 wxls wnuwr urun
' '•' 9�-1 xen. suer Holt Yi ¢� -�-i- ....:, li4Zi nos .,Ivc
ICI I r I � TYPICAL I45ALLALICN DlTAIL TYPICAL duocE CETALL
=1 i w W4C Aln_SrYn
PACT 4T
l ' . "JAGRIf`IUFL ANODES
RECORD ^RAWIN^ xourx+muauAi _
_ETTER DATED,,--,tx:us a.:rvlr.
.- _ �ATIAHiIC WVRION
-
CD en 9Y'-T P L CLGVATIdI
_ see.vC.-/.f-o•
�ACftFIPN2 ex1A
F ._.• ^-•
-
:
-- •Tv �. )" - -. :.+G.:=� �i� ..
GRAPHIC SCALES
�r < e r � r r r
f•f-C•. r r r
�CPAIR (j RAIN 5
Rpv.us
A
:'
., .'�.�.
� nuns-s
401 _ sz�
- _ ...
---�Yf YW.
i tttD+l c•; c-iY]
-
74-13 90
�15453