105-09 NC Wildlife Resources Commission

54TH STREET. -- I
777
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�� SCALE: N.T.S.
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RELOCATE EX S :LIGHT POLE �► - =-- -- x x. Y--=: "' REM]IVE EXIST: FENCE ` a�� APPRO_ Xj NCWRC PARE - -, ° ' I I I / ( 1
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TO REM IN 4-!- t-
EXT. WOOD DECK < 0 _EX. MH 556 x U.N.C. FE\INSTITUTE OF MARk SCIENCEd
� W28" OAKwHOLLY G EXIST. DORM O W Wp EXIST, STORMWAiER
LARGE\ I _
\KSCEDARS TREATMENT AREA o m � CZ Q W F- W
xJ OAK o
fi
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SEALoAKs o \ '8
I
24" OAK-_-- / I I
12" OAK o ----- GENERAL NOTES:
j 3 1 A ` o ` ,`t'I \'s \ \ \ \ 1. TOPOGRAPHY AND BOUNDARY SURVEY PERFORMED ""'�"- =---. LEGEND PERM DRAW, NGS
o IRON PIPE (NEW OR EXISTING)
• IRON ROD (NEW OR EXISTING) EASEMENT LINE
1 14" BY ROBERT H. GOSLEE &ASSOCIATES, PA. CONTROL MONUMENT o 0 0 0 o a CHAIN LINK FENCE LINE
2. HYDROGRAPHIC SURVEY PERFORMED BY GAHAGAN & BRYANT ASSOCIATES GRAPHIC SCALE NCGS GRID MONUMENT P-K NAIL OR MAG NAIL SF o c POST & ROPE FEN CE LINE NOT F _"
-
IN DUNE 2007 AND REPRESENT CONDITIONS AT THAT TIME. 30 0 15 30 SF SILT FENCE Cf7`NSTRUC�'I'ON
OLD AXLE -X -•X -.X ---X -X -�(- FENCE TO BE REMOVED
,� \ \ 3. HORIZONTAL DATUM: NORTH CAROUNA STATE PLANE NAD83 - CURB INLET - TO BE REMOVED
4. VERTICAL DATUM: NORTH AMERICA VERTICAL DATUM 1988 (NAVD88) ® Rfw MONUMENT -- - - - - - ---
NSF/COASTAL PROCESS
AND ENVIRONMENTAL HEALTH
\ \ BUILDING
3 \ \
1
MH 555
( IN FEET ) ® ELECTRICAL BOX 75 AEC LINE
1 inch = 30 ft. ® LIGHT OR UTILITY POLE 30' CAMA BUFFER &
ID TELEPHONE PEDESTAL 3O' DWO REDEVELOPMENT BUFFER
T4 WATER VALUE .......................................•........ COASTAL WE71AND LINE
®
STORM DR41N MANHOLE
INV
INVERT
®
SANITARY SEWER MANHOLE
EL.
ELEVATION
®
TRANSFORMER BOX
D WQ
DEPARTMENT OF WATER QUALITY
GW
GUY WIRE
NLW
NORMAL LOW WATER
®
SANITARY SEWER CLEAN OUT
MLW
MEAN LOW WATER
uT-
DROP INLET
5
EXIST. CONTOUR
®
WATER METER
Ok EXIST SPOT ELEVATION
® RELEASE VALVE � 1 5. FEMA FLOOD MAP INFORMATION: NORTH CAROLINA FLOOD INSURANCE m /-L4G POLE RIP -RAP
RATE MAP: MAP PANEL No. 3720637600J �� colvcRETE SPEED HUMP FLOOD ZONE: X, AE 9' MAP PANEL DATE: JULY 16, 2007 HANDICAPPED PARKING TEMPORARY DREDGE
'
3 / (BY OWNER) 6. NORMAL HIGH WATER LINE AND COASTAL WETLAND LINE CONFIRMED - - - � - _ RIPARIAN CORRIDOR LINE STORAGE AREANE - _
/ BY DCM ON 12/16/08. _ �� _ NCWRC PARCEL BOUNDARY PAVEMENT
- NORMAL HIGH WATER
/ 7. OFFSITE SURVEY INFORMATION FROM ADJOINING PROPERTY (U.N.C. - - NORMAL LOW WATER DOCK
INSTITUTE OF MARINE SCONCE) TAKEN FROM MAPS PROVIDED BY I.M.S. -- - PROPERTY LINE
-- NON -SURVEYED LINE COASTAL WETLAND
ESIGNED BY: R A W
DRAWN BY: H WL�
QUALITY CONTROL M TA
SCALE: NOTED
FILE NUMBER: 5818
DATE: 01-15- 09
EXISTING SITE AND
DEMOLITION PLAN
MOREHEAD CITY
SHEET NUMBER:
C3.0
OF

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SITE
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COASTAL WETLAND ONE
— EXIST. PRIVACY FENCE r 1 04
CANAL WETLAND LINE / ` f { 1 m E
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JUTILI�TY U EXIST. ROAD TO REMAIN. �� y� I ) /� \ Z
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ASPHALT ASPHALT f NEW. PAVEMENT
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/ 5a5' 75i ! 15 L �\ I �� 1�1 E
REST AREA FACILITY s O 6.5 Q R 1 { - / O C!)
o '' l I % I
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:16'` `15 :12" 33.43 7 1 �J'. \` 1 I �� I / N Q
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\ �+ FLOATING DOCK
EX T. AVE NT 0 MAI I - �, T
-j - 1 i .. Icn
- C RBED MULCH I ..,;. WAVE , ATTENUATION / 1 1
ELEVATED MULCH N ISLAND - --v k EXIST. PAVEMENT n m - II �' I $I 'WIDE /FLOATWG DOCK 1 i I fl
ASPHALT INSIDE CURBED ISLAND t'' I' o— -3TO REMAIN \ X
SAW UT E IST. C&G & BEGIN NEW w ''� EXIST. C&G - - GREEN . SPP�GE- ExIST. FENCE \ I W WAVE ATTENUATION 1 I I (D �}
- SEE SECTION A -A w �? o /
C&G & RAISED MULCH ISLAND I-.- U 1 PF�OPOS D DREDGE AREA
ON DETAIL SHT. - ROCK /
GROIN TO 8.0 NAYD88 (-6.0' NLW)
BEGIN RAISED CONC. ISLAND ; • - -> •` NEW :GSCG \��. - — — — .LITS —
�' APPROX RIPARIAN CORRIDOR SEE SHT. C�3 5 / \
BEGIN GUARD RAIL RCEL B - - - -" - _
' F��G/a CWRC pq OUNDARY - -- PROPOSED CONC 6 5' WIDE GROI)ND OUT ��
SAWCUT EXIST. C&G.ENQ RAISED' -CONC, . P APPOO_ - - ----- j BOAT RAMPS - I I FLOATING DOCid�-
-1 - 4
- - C
W m j 8.0' WI FL0/`�TIN
---� ° SEE SHT. 3 i I �
- - Y OWNER) .. .. �2 $ OWNR � � D ' / / Z
B / / /
fl �� EXIST. ENC l �/
J
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28" OAK O
0 HOLLY
O 9" OAK
0
OAKS o 12" OAK
O
24" OAK
12" OAK 0
0
4" TREE
a
i
Nr
SPEED HUMP
(BY OWNER)
GUARD RAIL ON o PROPOSED CONC.
Y 13" OAK a ABUTMENT (TYP.) I Cz
EXIST. FENCI; RAISED CONC. - o ' II _ SEE SHT II I h ! \ ,I I / C..)
.�= SEE SECTION B-B v / BY OWNER)C3'4 9 ` 1 �, �- CU
BEGIN NEW ON DETAIL SHT. (
Q ASPHALT EXIST. WOOD DECK M t� I \ 0 H
U.N.C.
INSTITUTE OF MARINE SCIENCE o I I I ' / ( Q} m 0
EXIST. DORM
0
LARGE LARGE �MER WILL BE RESPONSIBLE
OAKS CEDARS FOR MAINTAINING A VISUAL
BUFFER BETWEEN NEW ACCESS
ROAD & EXIST. UNC-IMS DORM
NSF/COASTAL PROCESS
AND ENVIRONMENTAL HEALTH
BUILDING
EXIST. STORMWATER
TREATMENT AREA
L E
G E N D
C7
RIP -RAP
PILES
EXIST. SPOT EL.
w
EXIST. GRASS AREA
0
PROPOSED SPOT EL.
,,
ACCESSIBLE PARKING SPACE
[77777177++
NEW LANDSCAPE AREA
R/W
R/W- RIGHT-OF-WAY
C&G
CURB & GUTTER
NEW PAVEMENT
FC/FC
FACE OF CURB To FACE OF CURB
DWQ
DEPARTMENT OF WATER QUALITY
VISUAL BUFFER AREA
NLW
NORMAL LOW WATER
1177
DREDGE AREA
MLW
MEAN LOW WATER
c o
EXISTING FENCE
CONCRETE
-- —
NORMAL HIGH WATER LINE
(1.11 ' NAVD88)
FLOATING DOCK
- _
NORMAL LOW WATER LINE
(-1.97' NAVD88)
FLOATING DOCK W/
30' CAMA BUFFER & 30' DWQ
WAVE ATTENUATION
REDEVELOPMENT BUFFER
NEIRIEffild
RAMP CONCRETE VEE
75' AEC LINE
TROWELED FINISH
- - - - _ - - - 5 - - - - - - -
EXIST CONTOUR
COASTAL WETLAND
RIPARIAN CORRIDOR LINE
— —
NCWRC PARCEL BOUNDARY
..............................................
COASTAL WETLAND LINE
9
a
NORMALf I
HIGH NORMAL
WATER I I I LOW WATER
i
IUD83 GENERAL NOTES:
GRAPHIC SCALE 1. TOPOGRAPHY AND BOUNDARY SURVEY PERFORMED
30 0 15 30 BY ROBERT H. GOSLEE & ASSOCIATES, PA.
09 2. HYDROGRAPHIC SURVEY PERFORMED BY GAHA.GAN
{ IN FEET) & BRYANT ASSOCIATES IN JUNE 2007 AND
1 inch = 30 ft. REPRESENT CONDITIONS AT THAT TIME.
3. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE NAD83
EXISTING TRAILER PARKING
TRAILER 31
ACCESSIBLE TRAILER 2
TOTAL TRAILER 33
CAR -
ACCESSIBLE CAR -
ACCESSIBLE VAN -
TOTAL CAR -
PROPOSED TRAILER PARKING
TRAILER 39
ACCESSIBLE TRAILER 2
TOTAL TRAILER 41
CAR PARKING IN OVERFLOW AREA APPROX. 37
(EXIST. U.N.C. I.M.S. PARKING)
CAR -
ACCESSIBLE CAR -
ACCESSIBLE VAN
TOTAL CAR APPROX. 37
4. VERTICAL DATUM: NORTH AMERICA VERTICAL DATUM 1988 (NAVD88)
DATUM CONVERSIONS
NORMAL HIGH WATER (+3.1' MLW)
1.11ft
NAVD 1988
1.02ft
NGVD 1929
0.95ft
NORMAL LOW WATER (0.0' MLW)
5. OFFSITE SURVEY INFORMATION FROM ADJOINING PROPERTY
(U.N.C. - INSTITUTE OF MARINE SCONCE) TAKEN FROM MAPS
PROVIDED BY U.N.C. I.M.S.
6. NORMAL HIGH WATER LINE AND COASTAL WETLAND LINE CONFIRMED
BY DCM ON 12/16/08.
r—
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0
FOR ENLARGED BOAT LAUNCH,
SEE SHT. C3.4 (BY OWNER)
SEAL
NOTE: BOAT RAMP (INCLUDING CONC. APRON,
CAST -IN -PLACE AND CAST -ON -SITE
CONC. SLABS), FLOATING DOCKS
PERMFT DRA1fVIN�aS
(INCLUDING ABUTMENTS), AND
SCOUR APRONS BY OWNER.
NET
FOR ; =
ARENDELL STREET
P
UCACE SETBACK _ _ _­7�D
TNTRACOASTAL WATERWAY
E2667007.66 E2677633.37
N361199.1 N360912.28
NOTE: THE US ARMY CORP OF ENGINEERS DOES
NOT CLAIM ANY RIGHT-OF-WAY TO THE
ATLANTIC INTERCOASTAL WATERWAY AT
THIS LOCATION
SETBACK REFERENCE PLAN
SCALE: 1" = 1000'-0"
DESIGNED BY: RAW
DRAWN BY: HWL
QUALITY CONTROL: MTA/JRT
SCALE: NOTED
FILE NUMBER: 5818
DATE: 01-15- 09
SITE IMPROVEMENT
PLAIN
MOREHEAD CITY
SHEET NUMBER:
C3.1
OF

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NORMAL LOVY WATER
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IN/F KING �P ) /
,4 �� Y?�o DB.367PG.280
I� �. � �R '�. �; ` =,,_ ;,, L am''� PIPE ALIGNMENT TAKEN FROM ( / ( / r
I APPRbX. RIPARIAN CORRIDOR LIME 1
ti i Qr
T A' <p % '�, ti °' Q NCDOT PERMIT DRAWING ti� i
I I s i i ° �� . x ° - o- QATED 4 jE26 j03 /// , , / x -L- / - s - - . ). _
1 t x ti a\ _ __.w ojt UTED Oi'ERTY LINE______ -- x X - ( I l
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;I � ,, -_ 6._- _ ,e-_ g� ` N. - y >„ 4, ,w - "` - _ LIMIT OF DISTURBANCE E ,JOINT NHW/ \
_ -.,
I _L_ � I
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iX y .�� �� _._� _� ._x �x l 3.4� DIP ,,IN - =." - (UPLAND XIS !V ) >
= _., _ __j
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J` , ,� __ a. _._ ._._. 5' RCP I 71 - ! h . ,. 1/ _. 5 s `_-V I 1 _ 1 t�•1 O
1 I ^ _ 1 24 y 0 P INV 3.1 4 RCP sINV 1.95 INV 1.75 _ � - _ FES` N R I \ W O �y J
_ 4 __. __._ . 5" 1N tNvy --- _ "`pICH 0 MAL HIGH I 1 r / z .• o �aii . C", �, 4.,. a INV. 1. v '0 ( z W x
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o' RIM EL. 7.48 . 15" DIP'i RIM L 6.98" _. t x \ r : N aD
s j - ^o. l - 134 L. 9.66 - _„, F* RIM EL 5.�1" r1. ,. y/�� y / \ / / Z ei a^>
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;a UTILITY <` i INV --6-16 SS a' TOf�" ;�:J 0 - -, o' x ) ( E W Q Z N (`
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i � t : , 4.s � -.- ❑ �_ / INV 1.0 ;s, m ` , I \ Z a) N N
s{ ;5 " `'' 1, o� _ 1.© PVC I V IN -5.7 4 -. 3= --_• _� u a 4; � � '. ) 1 �� � � " � \ \ 'I = i O
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l I I n �/ °'a v _C M M �j
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ko4' Y �.._ \ STORMWATER r�'INV 1.0 / \ M
- Oul LET / I' w
4 k �R ".�.. � STRUCTURE I
1 ` �� . __ �� _ ti� P�PRo �o �o LODa:i a o TREATMENT IN1Y. 1.0 4 / t \ I I I
t o� o � � ;,. O h a v �:
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L RCP fV 2.79 �� ", EXIST. PAVEMENT TO REMAIN Zm h xk. 4----fir y `
! �k 79 k END C&G D I 2- XI x y: 11
_ I I ` t p
i >, INV _6 o ., Q , )
. o o. : ` TOP 4. fi,, I
I \ l
• ,IV ti = 4 ` NEW',-PAVEMEIJT. INV 1,33, a y �ti Z I
I
{'.. �:11
aaI 5.4' 4.9 T08 GREEN SPACE Y = ` ' j , / y I Lu
Igi
= o � ASPHALT` \. _ .' 9.f} TC o ... EP \ EP �3.
k. ASPHALT <- _ - :.RIDGE cD INV 1.24 � ' I - I \ I / / /
.
TIE' TO a �° a L e ! k + 1 I 1 ^ / / ( /
. ti a �� . • I TEMPORARY CONSTRU0TJON ENTRAIaCE EXIST..: ' $'S B0 _ , } �*
LINE . + 1 r
'-9:3-'TC'-CI * :,+ -_ + CONSTRUCTED WETLAND I \
7 �r 1
s' ^k i_ ^7h ti �� ti Lc 1F ^ S� 4 el o �..' = Q�i*++ ++ + 4� EP 1
k .� 1k, � 0 8.8 B.C., TAT' 7:9 GR+***+*'*'* XIST., I TO BE U$ED AS SEDIMENT > I r ) j '� - - '' n I I J
`�` INV: 4:5 :5 +I' i +.++ fi., GRASS,\ /
\ k. I. op BASIN D�JRING CONSTRUCTION) ! I ( / �" �'
r �kv a :j s T1 r` v 8. r>1 "TC +I P . 'FOP++ : + S�x�� ARfrA I I I
" , ft. /91 ±ROP, ti . fi,6 A . . V l f /
:�4L,` i ,_� \ /
C.I. ' ,/ . k -,. k' s _ = f J \ \
./ z / . . a - - 4.3 EP` $ � I / J I \
RIM EL 12-.1'S �.-.-.-__-- __�.� � _ �._ � �` . .
:=
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s F INt u �, 11 PVC IT� �Nv `� o ; ooRAIN z rTEMPORARY SILT FENCE _
,r i 1 TNV 7.87 1 RC j , W SOLID TOP -ykk )
{ x12" RAP I ' Ir 2 GREEN I+ _ `
y_ 11 r^
. rr f . a C.I.clf - r t v 4 c.l. r a' z - � -DC � I 1 ° \ J ti� r \ V )1 /
1. ( 1, C:I. ") � -�ti* I RIM EL. 10.95 ' ..''" I � SPACE 'FOR PRIOR APPROVED � ( /
IN INV RIM EL':•8.86 - Y'r 4 I \ ! / / 1
a F / RkM ` EL. 12.31 C0 _ I � %. \/AI T un y U
x ,
j r , 6 24" '' �.. k -- --�' ow � /\:.- .. 1.-- t�tl�,=€pdr---�,�.T DIPPED. w ' 1 r /
LIMIT OF DISTURBANCE � k ( / j ( /
zy' o�o�_ o c '( ? 1 oUT INV 4`84, / j F, s^o6 m .._._. x�� ; � CONVERT V e GALVANIZED' FRAME >: I f
°- r 1 t < s \ / S 5bwF ; ' 9' * ° E;J( I � - 1 _ 7 I
f � � + &TOP UPLAND / I
-D o _ n r,' R J. L. 12.06 ,` x f - _ C I TO REQ D. I ( ) ), - \ 1 j
1-- < G z ss .9 - fi0P .7:9 r: �' / > \ , m I 1
w 1 - z z z I t r . ry ASPHALT jj � /
�_ < < y 6" Pam' INV IN/2 ' a _ - .:z y p ? 1� _ �f"'r... s-sf l i
w ! G zz uo p i a a 3ti`I r / .t 416 ``. - - k 1 i `� ' / ` / r > �` ra' ,
E �', i k� S r ' ,j ® Y .i _ 1 k. I, R ' ;`I / // 1e`-/ f t j II O 0
Q ; t` < o o a 8' C• AY,.IIVV rf`I 87 -_ - v ' ti '><I x .r f Il / /It' f r f I t- - ((} PXXZ
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GLAY I V OU 6.83 . / t` �' _ I / U)
i, - o'OZ i ,, LIMIT OF, DISTURBANCE as . / / cV
oUJI I" JIt �> , PRbPC�SE - Q -
ti
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r' ti Df� GCE l
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( �y 'k. \ "j �• ELEV. -fi:0 LW 1 / / - �> on
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_a EXIST. k f~ o HOT f P C. i \ 9� tt7
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_ _...-._ k k. -', t *tea+,•� :1 1 I /� tJ. O W t� r-
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.. EX T, AVE ENT 0 MAT . .. , 1 + + + + + - x.' . \ I 1
s, x;' k EXIST. CI ;� s� - * x. + * 5 �C 6 '*`*' TEMPdRARY SILT FENCE Q 1 _ �, �' (FLOATING DOCK
ti .. ,' k Qi FCC' - ATTENUATION 1 l
/ _ k EKIST. C I TO =REMAIN t p ++,+;*+- ... - E ' 9. I ` _�
++
1 OF DISTUR I �I AVE / /
r-'-.___ ' h �� ASPHALT f TOh t11.2 t' �:= �y o" LIMIT BANCE �b x m 8. WIDE. FLOATING DOCK ! /
¢,; i ,\ Tc� REMAIN , �_. .... C ' ,9 > X . x �D ( ) x FENCE X ' I W WAVES A NUATION I .�
.r _h�� TOP t1.2.7 ... •••• ° r1.2 , _b + . GREEN . SPACE- UPLANi) xk EXIST. \ � TIT 1
1 r ` » L OD 15' R.G P
� �j ,. TIE TO EXIST. �;,,, .,.. rw. ww " 1ry� 15" R ' i . '�' '�' DOCK � \ Pf�OPOS�D DfiEDGE AREA i ( / ""
o. �' p h _ - LOD :�+ d? ■..■ APRROX. DIRECTION OF 15 RCf3r=► _ GROIN �` / I T(� 8.0 NAt✓D$8 ( 6.0' NLW) / /
f='o : ti :END. RAISED , p :' ' ,�,,,,.,, (UNABLE TO LOCATE oUTl,ETj SEE SHT. 3.5 \
\'� -.� 9 -_• ' 14.9 T% t,e., • �, - ' • CONC ' X- S� APPROX. RIPARIAN CORRIDOR LINE ^� ' /
BEGIN NEW ASPHALT * �N'. . � . __ <: � ' y ' 12:O::TC �+ {; Y \ �� UNDARY -'` ----'-- PROPOSED CONC. 6.5 WIDE GRO N - �,
i _>. 0
W '.�` s r. '• -� -TOP. 1�1: < GAVE APPRO�?NRC PAF'CEL BO E >) D OUT 1
:i _ - -' � BOAT RAMPS I FLOATING' DOCK �_-10� o ' i s-
:. ` - . .7 _ 1 Injy;_�:fi_ �/ �,,:!!_ =-- _ 1�. cr m SEE SHT. C3.4 l Q <C
- _ o . ? '; ■ I- = _ x I / 8,0 WIDE FLOATING DOCK
_ `> / Z
h h` 1,3 ,r, . .. t_ --- x- _ - r . -\T (BY OWNER) / ( / /
IM6 26 _ 15" RCP ®1 ,,.�._.m _ j4 EXi T. FENCE `' ~ 13 - - \ t i `��i 1 t m
- -- --- r>- 1 t!) -1
__ r __- 4 a PROPOSED CONC. I 1 I (Ll :: I�Iv Ya _5� 0
13" OAK � -13 -- \
�. ' �- ABUTMENT (TYP.) I 1 I f {,� Q
��� CONVERT EXIST. E=XfST. FENCE'k-_ w l\ X 1 I 1, 7 1, I t -SEE SHT. C3.4 I �_ 1 � L_ a) v
�� Et `r• , , y Ci TO JB - 1k� x \ ` I 1 I v f (BY OWNER) � I I I ~ -9 ` ' I 1 \ ) n � i
_ yf EX. MH 556 TOP 14.3 _ X EXIT. WOOD DECK I I I o W5 1 ,/
- Q o `y'N \ /_ - h6 / U.N.C. \ 1 I 1 1 . "� 1\ I I (� / 1 I \ \ / 1 I_
3 ) � FQ�lX�X_�Gf _, , 15.6 I x _ \INSTITUTE OF MARINE SCIENCE I I o I
_= - - � 28" OAK Ca" C T IEP EXIST. DORM \ / _ I to
/ CO O
_ _ I 1 ` 11 I / / f / I I QC (V Z
z � r A_ � 0 HOLLY f 0 0 \6 \ � r' I I EXIST. STORMWATER
I � _ I- - - - � __ \ LARGE LARGE \ WNER WILL_ BE RESPONSIBLE \ \ i / � I I I TREATMENT AREA 1 1 �' I I I I Z
y- o I OAKS CEDARS \ ( Ig I N �" >-
�1 )l � �0 9" OAK �� I \ FOR MAINTAINING A VISUAL \ ( ( � i -1 i 1 I I I y I / I I y- 0 t- Z) I-
Q \ \ x v I \ BUFFER BETWEEN NEW ACCESS � l / I � I i I ( O -
�I / fl1 / \� \ I� `e \ ROAD & EXIST. UNC•-I ' � \ � I \ 1 1 1 1 NORMAL 1 l I I I I I I ® Q U U U
�I Ij1f111 \ �r MS DORMITORY x \�, \ \ I I ! I HIGH NORMAL ' I I I / I I I
�I I N I I, OAKS o \ 12" OAK �7BS � 1 \ \ss \ \ \ \ \ � i ` _ _ _ _ - 1 1 WATER 3 � LOW WATER I I I I / I I I I 1- C Z �t w Q
3:O w
I 0 c1 ( \ /s \ -- �' I I r 1✓ l I I I w a=+ t= = w=
I I Il/l/ \ 24" OAK C' ) \ J , , \\ \ I`-- _-- -----/ tI I I I I I ( � I I I I o r b CZ Q W F- W
I /\ 12"OAK0\ i \> \ j �\ I I I I 0 U vo®CC QO
/ 3 / \~ �4 `� I\ \ � \�s `\ _ KAD�3 L E G E N D r2 Z CO _j M 3
11 w '1 \ �s \ ` - - \ \ \ o EXISTING FENCE + e EXIST. SPOT EL_L LLJ! �i�� �11� I I Iv V Ill v 1! SEAL
I I / \ \ \ \ GRAPHIC S C P, ` E PROPOSED SILT FENCE + 4, 3 ® PROPOSED SPOT EL. 34 TH STREET U) I ° / /\)I Ir 1\ I J� Il/ { J
1 ( / I 30 0 1 30 ------ ---- V (1 / . I J l
i � LIMIT OF DISTURBANCE V l
7 \ SD �. ` :: STORM DRAIN MANHOLE z 1
I I \ \ - Ex/sT. conrrouR Q ;' ! { I III l ✓ )rPERMIT DRA4IVINGS
5 PROPOSED CONTOUR DI3 5 DROP INLET �! - �'� �/ ) (-`-� ljl�l \JI (/I /// 71I�1
t 3 \\ j l \ ' \x \\ NSF/COASTAL PROCESS (iN FEET } T�"t ''\� II
CONSTRUCTION ENTRANCE STONE 11 TEMPORARY INLET PROTECTION Ij �- ti � , 11) a ) 1 / / f (I d , .
AND ENVIRONMENTAL HEALTH 1 inch - 30 ft. To _ - I 1) 1 /R� .°/ t/// / I I'� a-�- .,
\ \ \ / r \ , BUILDING GENERAL NOTES: RIP -RAP NLW NORMAL LOW WATER F- . m' _ I ' } i ��� 1( �'T )i / I1
v ,� / _ MLW MEAN Lt>w WATER " l y � IIV1 / 1 1 CC I fiSTRU�TI ?N
11-1 \ 1 \ 1. TOPOGRAPHY AND BOUNIDARY SURVEY PERFORMED FE FINISH 1}' //J l r , I
\ \ ! BY ROBERT H. GOSLEE & ASSOCIATES PA �„ v EXIST. GRASS AREA F - jl ) I vc ;j/� I II , � I
- \ TC TOP OF CURB ✓ t / I �j1 ° - y 1 "� J
\ \ 2. HYDROGRAPHIC SURVEY PERFORMED BY GAHAGAN & BRYANT ASSOCIATES _j = 1��-f��" _ I 1 r. )i� 1 f
1 MH 555 - Li- - NEW LANDSCAPE AREA $C BOTTOM OF ClJ'RB -� tl /. i �iy \ ,j� _ a `J� �`� j III
\ �� IN JUNE 2007 AND REPF,ESENT CONDITIONS AT THAT TIME. w I; r f 1
H.P. HIGH POINT O � 1
\ 3. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE NAD$3 - z j II� II /lI t I ) II
i 4. VERTICAL DATUM: NORTH AMERICA VERTICAL DATUM 1988 (NAVD88) NEW PAVEMENT INV. INVERT Qw - ��� ��'- I r°4 ,_)( / � I_ 11 I
/
3 / SPEED HUMP
/ (BY OWNER)
I //
\1
I
yy� RCP REINFORCED CONCRETE PIPE <t -I p ' ` 1 � J
VISUAL BUFFER AREA FES FLARED END SECTION I �( / 11(( I� / p �, a
17-- , %7� 71 DREDGE AREA DWQ DEPARTMENT OF WATER QUALITY ` ' r l ��1)/,�
� I t'
�/ ,,IN /11 �� i
� "�' -' - NORMAL HIGH WATER LINE -_• ..� j� S�? 1
CONCRETE (1. I I' NAVD88) Ej ,I I I I () !I I 1,1 r f I f I J r
NORMAL LOW WATER LINE 11 \ lI I r1111( /_, 11 I G �u I I I I( \,
1111111111111111111 FLOATING DOCK (-1.97' AmVD88) \ I I )1 1(1 � -/ � 1 I � l I1 I ,) .mil '
30' LAMA BUFFER & 30' DWQ I I I �l(II I+ 1 i(/jj IV I1// ) 1 /J jI
fffts' FLOATING DOCK W/ WAVE ATTENUATION REDEVELOPMENT BUFFER y I \ / 1
5. OFFSITE SURVEY INFORMATION FROM ADJOINING PROPERTY (U.N.C. - 75' AEC LINE
INSTITUTE OF MARINE SCONCE) TAKEN FROM MAPS PROVIDED BY I.M.S. x MMENd RAMP CONCRETE VEE TROWELED FINISH - - NCWRC PARCEL BOUNDARY
6. NORMAL HIGH WATER LINE AND COASTAL WETLAND LINE CONFIRMED caasrAL WETLAND - ' ' . - RIPARIAN CORRIDOR LINE
-- - �;�- �
BY DCM ON 12 j16 j08. " .......................................... . COASTAL WETLAND LINE
I
I � ,hn I!I) , IIII "//"1 f'1i I
) �1 NAD83
ADJACENT DOCK L®CATIONS
- SCALE: 1 = 200
DESIGNED BY: RAW/MTA%
DRAWN BY: H WL
QUALTY CONTROL: M TA
SCALE: NOTED
FILE NUMBER: 5818
DATE: 12-11-08
GRADING, EROSION
;ONTROL, & STORMWATER
MOREHEAD CITY
SHEET NUMBER:
C3.2
w OF -100

j W
�L
57.5 L� w
CST`'=IN-PLACE
ANC. BOAT FRAM'
j (BY OWNER)
5 15 F
APRON
i-
PROPOSED CONC. 1
APRON - 1
SEE., SHT. C5.5 ,.
SEE'ISHT. C5.5 .
ELEV. +4•0' NAVD88
_ +6.0' NLW
;1
PAVEMENTS!
1
� I
r C3.402
I,
f. I 2%
• I • SLQPE '
i
II / _j
0
50.2 LF
C ST-ON-SITE
CONCH BOAT RAMP /
I42.5 I LF (BY�OWNER) /. 1 I
BR OM FINISH 87' > - /I 60 '
�
PROPOSED FL ATING DOCKS / _ - -
8.0' W bE FLOATING
PROPOSE CONC.k,� DOCK 13Y OWNER / -
ABUTMEN (TYP.) 8.0WIDE FLOATING i
SEE SHE: C5.5 DOCK W WAVE
(Y OWNER) \ ATTENUA11ON c�.,l'03 EXISTI iv11fiDL11
-4.0'NiW'
.. \ \ t
i■ivrium�remeae�,�e�msm�:�e�i�
ma
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C3.402 C�
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r I A
l
111m t� d r
-- -- -T �- .r0 .•••{/
f -
f t Hif flifflif Alf tf t IN 1
,
r
�. ELEV.1.0 NAVb88 I
Y , NLW I \ I PRIG 0' O DR1=D VE `_►
EXIST. FENCE ELEV
EXIST. m= 1 C3.40�3
(vNAe TO 15 RCP �_ ` 1 �� _ / �/
�9+✓xiTE OU / PROPOSfitD 6.5' WIDE /FLOATING DOCK
APPROX. NCV RC PARCEL B,4iUNDARY TLE f ' ROCKt,GROIN i / I I GROUND/ -OUT FLOATING W/ WAV� ATTENUATION
-- _ _ �- 3 , / /33' WIDE PARE -CAST DOCK (PY OWNER)
PUSH SLAB - 7.5" DEEP (TYp.) PROPgkD DREDGE AREA
- SEE �HT. C5.5 I TO 8.0 NAVD88 (-6.0 NLW
PROPOSED CAST -IN PLACE A` -FOX• R1PAR1�/� C0RR1D
q / CONIC. BOAT RAMP -� OR �t�E
- SEE SHT. C5.5 1 1
C3.401 BOAT LAUNCH PLAN GRAPHIC SCALE: 1 "=20'-O"
SCALE: 1" = 20'-0" 20 0 20
�9�83
57.5 LF
PROPOSED CAST -IN -PLACE CONC. BOAT RAMP
15 LF APRON 1 42.5 LF BROOM FINISH
50.2 LF
PROPOSED CAST -ON -SITE CONC. PUSH SLAB BOAT RAMP
km
0
4
°
o f w
w
- - ° APPROX. NLW o
(-1.97' NAVD88)
- ° a
� o
I � �
in w
I ° N
° cn
'IM2
^ I
O cV O
OE O �
%0 oz ~ �z
Ki as `n Lu 0 EX. MUDUNE -5.0' TO -5.5' NLW
Tzz__�z Iz
/ DREDGE DEPTH = -6.0' NLW
WAVE ATTENUATOR/ CROSS SECTION
NORMAL LOW WATER CONDITIONS
48'
WAVE ATTENUATOR/ PLAN VIEW
BOAT RAMP NOTES
1. TOPOGRAPHY AND BOUNDARY SURVEY PERFORMED
BY ROBERT H. GOSLEE & ASSOCIATES, PA.
2. HYDROGRAPHIC SURVEY PERFORMED BY GAHAGAN
& BRYANT ASSOCIATES IN JUNE 2007 AND REPRESENT
CONDITIONS AT THAT TIME.
3. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE NAD83
4. VERTICAL DATUM: NORTH AMERICA VERTICAL DATUM 1988
DATUM CONVERSIONS
NORMAL HIGH WATER (+3.1' MLW)
1.11ft
NAVD 1988
1.02ft
NGVD 1929
j�.95ft
NORMAL LOW WATER (0.0' MLW)
5. NORMAL HIGH WATER LINE AND COASTAL WETLAND LINE CONFIRMED
BY DCM ON 12/16/08.
6. BOAT RAMP (INCLUDING CONC. APRON, CAST -IN -PLACE AND
CAST -ON -SITE CONC. SLABS), FLOATING DOCKS (INCLUDING
ABUTMENTS), AND SCOUR APRONS BY OWNER.
5. SEE SHT. COA FOR ADDITIONAL NOTES.
r° � �•� n
WAVE ATTENUATOR/ SIDE VIEW
C3.404 WAVE ATTEN U ATOR DETAIL
SCALE: N.T.S.
00
�
00
PROPOSED 7.5" DEEP REINF. CAST -IN -PLACE CONC.
¢
1 z
¢
a
Z Z
Ln
UIM¢Z
+
VERTICAL CURVE
+
o
moo
,
a + +
SECTION = 100' RADIUS
o
+►IDE
a
o
EXIST. GRADE
cn
J w
a' w �.
- ARC LENGTH ALONG
CURVE SURFACE = 13.9
�"L'�
-1 w
o w
/-FLOATING DOCK
PIER HEAD
10
TOP OF
-'
GROUND -OUT FLOATING DOCK to "'�''�-•'
Z W/ WAVE ATTENUATION
..
EL , -F4.0 \
\
/
_ /-CONC,. ABUTMENT
- . 1 -
I
__ _ _ _
APPROX_ _ EXIST
i _ _ _ _ _ _ _
_
10
_ I
_
�� �� q
C, O c" 4.0,.
I
- I _
GRADE VARIES
_
-
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5
_
_
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PROPOSED GRADE
APPROX. ,
� NHW 1.11 NAVD88)
PROPOSED ASPHALT
_
__
_ _
-
- _
-_
7; -5"
PROPOSED DEEP
- - - (a1N _
_
_
APPROX. NLW ( 1. NAVD88)
9T NA
_
-``
_ _ - _ _
DRIVE
_
_ - _
4... ,
_ _
,..:�•
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�LCP;E-T_
I
APPROX. FIN.: GRADE -
,� HrPRO�f. t><ISI._-
-
-
5
.._-
%__
_ _
-
f-
_ -
-- -
_
I1
-
---__ .--_ ___- .----
i-
-10
---D
--`----
_ -
TO _EI_:_ -8.0 _NAVD-RA DREDGE
10
,.. , � . � ..,,.<�. Rom., ^ ,
91 Lr x & 'WIDE' PROPOSED FLUH IING DOCK--
-
_ _ _ _
_
'
(-60 NLW
_
I-
-15
FILL AREA -
1 +00
- -15
2+00
-0+15
0100
1 00
0+50
-
1 +50
LEGEND
C3.402
SECTION
/
PROFILE
-
BOAT
LAUNCH
o PILES
SCALE: 1" = 10'-0"
6.5' WIDE 30' CLEARANCE
FLOATING DOCK
(BY OWNER)
EL. VARIES 33' WIDE CAST -ON -SITE CONC. PUSH SLAB (THIS LOCATION)
(CAST -IN -PLACE CONC. FURTHER UP RAMP)
6.5' WIDE 30' CLEARANCE
FLOATING DOCK
(BY OWNER)
EL. VARIES 33' WIDE CAST -ON -SITE CONC. PUSH SLAB (THIS LOCATION) EL. VARIES
(CAST -IN -PLACE CONC. FURTHER UP RAMP)
6.5' WIDE
FLOATING DOCK
(BY OWNER)
Nil
• •
" DEEP
sf•_.r''Ja' _L•. yZ' • •1n. :1 �J •.3T ?•w .+ i t7ti .. W.•y�� G. i.:.�a..i•.•V .R 'fi. _��t
..-' �. ,_ • !i �� - • l •.d a..1iC._irs: 7... c :.s. u_� 'i •��.• •��'.`.�...�_d...:►.��.d! - ..t.c'•'':.��+�� ..:.i" �il.`•o�� l�� h � �. t�:�,S_ e.ji
(BY OWNER)
C3.403 SECTION - BOAT LAUNCH
SCALE: 1 /4" = 1'-0"
APRON
(BY OWNER) 3 NC
r�
•
r•
z• • • a • N s
II'• M
D.O.T.
CLASS 1 RIP -RAP
2
EC1S1. SPOT EL.
0
PROPOSED SPOT EL.
NHW
NORMAL HIGH WATER
NLW
NORMAL LOW WATER
MLW
MEAN LOW WATER
7
RIP -RAP
EXIST. GRASS AREA
17, ' 7 ­71
DREDGE AREA
CONCRETE
FLOATING DOCK
FLOATING DOCK W/ WAVE ATTENUATION
RAMP CONCRETE VEE TROWELED FINISH
c o
EXISTING FENCE
------- ---------
EXIST. CONTOUR
5
PROPOSED CONTOUR
- -
NORMAL HIGH WATER LINE (1.11 ' NAV088)
- -
NORMAL LOW WATER LINE (-1.97' NAVD88
75' AEC LINE
30' CAA4A BUFFER & 3O' DWQ
REDEVELOPMENT BUFFER
EXIST. DOCK LINE
- - - -
RIPARIAN CORRIDOR LINE
- -
NCWRC PARCEL BOUNDARY
z
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SEAL
PERk..ai DRA iIN S
NOT
FOR ,
CQi' TR-IJOON
DESIGNED BY: RAW/
DRAWN BY: H WL
QUALITY CONTROL: JRT•
SCALE:
NOTED
FILE NUMBER: 5818
DATE: 01-15- 09
BOAT LAUNCH
PLAN AND DETAILS
MOREHEAD CITY
^SHEET NUMBER:
C3.4
s OF
f

w ra / QiL
,
{ f wm ~ 91' t
'03.503 l 1,
4 .
` 1 8.0' WI6E FLOATING
p ICONC.\ DOCK IBY OWNER - - ,. L„�. ... .. .
(� ROPOSE l ' Yr.°
. ABIIAT (TYP.) 8.0' Wld FLOATING / ! {
SEE SHE` C5.5 DOCK W WAVES°=-'� r-` f f
/ s r ,.' � t
ATTEND ON ,a' f
/ / r EXIS1 NIt1DLiNE • p ytlel' ..!
L i r
R OPOSED CONC.
r je
SEEON
SHT. C5.5 1
SEE` HT. C5.5 1
- r 1 ,
i r
r f
N +
•
U
r- r rf '
r
- ti
I �`\ -'1
n
ELEV 'I-'
0 NAVD88 ( { l
1 r
r , i (. O
f'
PAVEMENT i 1W _ `� �` f l
1bi
i . r C3.502
x � f
f C3.502 O
i F :
i 4r 2%,
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PE
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ELEV. 1.0 NAV�i88• f, fr, i
'rr f f
+�.C�' NLW `} PROI�OSE�(1
ExIsT. FENCE
( AB EXISt. 15 \_/
UN LE 10 o{ CA C OUTL ' ROC 1 `'� PROPOSED 6.5' WIDE-OATING� DOCK
APPROX. -NCWRC PARCEL BOUNDARY K< ROM► I GROUNQ/-OUT FLOATING I W/ WAVE ATTENUATION
33' WIDE PARE-CASTC3.503 -.� DOCK (BY OWNER)
PUSH SLAP - 7.5 DEEP (TYP.) i PROP�S�'ED DREDGE AREA
' - SEE �HT. C5.5 I J TO .0' NAVD88 (-6.0' NLW
I
�h r' m 1,�-' - r l l /� PROPOSED CAST -IN PLACE: AA1�ROX• R. lPARI/�N CORRI
CONC. BOAT RAMP 1 ---. DOR. VE 4
-SEE Stir. C5.5
GRAPHIC SCALE: 1"=20'-0"
C3.501 PLAN - DREDGE AREA. 20 0 20
SCALE: 1" = 20'-0" N��3
10
5
0
-5
-10
-15
r-Fi nAl Kin nnr v
,'• , GI NOTEI
1. TOPOGRAPHY AND BOUNDARY SURVEY PERFORMED
BY ROBERT H. GOSLEE & ASSOCIATES, PA.
2. HYDROGRAPHIC SURVEY PERFORMED BY GAHAGAN & BRYANT ASSOCIATES
IN JUNE 2007 AND REPRESENT CONDITIONS AT THAT TIME.
3. 'HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE NAD83
4. VERTICAL DATUM: NORTH AMERICA VERTICAL DATUM 1988 (NAVD88)
DATUM CONVERSIONS
NORMAL HIGH WATER (+3.1' MLW)
1.11ft
NAVD 1988
1.02ft
NGVD 1929
0.95ft
NORMAL LOW WATER (0.0' MLW)
5. NORMAL HIGH WATER LINE AND COASTAL WETLAND LINE CONFIRMED
BY DCM ON 12/16/08.
6. U.N.O. ALL ELEVATIONS SHOWN ARE NAVD88.
7. SEE SHEET COA FOR ADDITIONAL NOTES.
8. CONTRACTOR RACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK.
9. DREDGE CONTRACTOR SHALL VISIT THE SITE TO SATISFY HIMSELF OF ALL EXISTING CONDITIONS.
10. DREDGING WILL BE BY MECHANICAL MEANS.
11. APPROXIMATELY 500 CY OF MATERIAL IS ESTIMATED TO BE EXCAVATED BY DREDGING
CONTRACTOR AND PLACED IN AN APPROVED OFF -SITE DISPOSAL AREA.
12. BOTTOM OF DREDGE AREA SHALL BE CUT TO ELEVATION -6 NLW AT WIDTHS SHOWN ON
DRAWINGS (BOX CUT METHOD). ALIGNMENTS SHOULD BE FIELD ADJUSTED AS REQUIRED TO
PREVENT THE DISTURBANCE OF ANY MARSH GRASSES.
13, CONTRACTOR SHALL TAKE CARE OF DREDGING SO AS NOT TO OVERCUT IN DEPTH OR WIDTH.
14� CONTRACTOR SHALL FIELD VERIFY ALL DREDGING TO BE A MINIMUM OF 10 FEET FROM EXISTING
WATERWARD EDGE OF ALL COASTAL WETLANDS, EXCEPT AS NOTED OTHERWISE. ANY POSSIBLE
INTRUSION SHALL BE BROUGHT TO THE ENGINEERS ATTENTION.
1 +00 -- ""`"
C3.502 CROSS SECTION - DREDGE AREA
SCALE: 1" = 10'-0" _
119't DREDGE EXTENTS
DISPOSAL AREA NOTES
"
1.
ACTOR SHALL VISIT THE SITE TO FAMILIARIZE THEMSELVES WITH
THELD
CONSTRUCTION CONDITIONS. CONTRACTOR SHALL PROVIDE ALL
LAYOUT REQUIRED TO CONSTRUCT THE WORK.
2,
COMPACTION: COMPACT AS NECESSARY TO PROVIDE A STABLE DISPOSAL
z
AREA CROSS-SECTION. FILLING & DOZER - TRACKING IN 8" TO 12"
O
LAYERS IS NORMALLY ADEQUATE. USE COMPACTOR % TESTING
>
PROCEDURES IF NECESSARY FOR A STABLE CONDITION.
3.
DIMENSIONS FOR DISPOSAL AREA ARE FOR REFERENCE ONLY.
CONTRACTOR SHALL PROVIDE WIDTHS AND HEIGHTS AS NECESSARY TO
SUIT THE RATE OF THE DREDGING OPERATION.
z
4.
a
SITE WORK CONSTRUCTION SEQUENCE FOR DISPOSAL AREA: I
I
A. INSTALL TEMPORARY SILT FENCE AS SHOWN.
H
S. CONDUCT PRE -DREDGE MEETING WITH ENGINEER AND THE
N.C. DIVISION OF COASTAL MANAGEMENT.
_LL
C. UNLOAD DREDGED MATERIAL TO DISPOSAL AREA.
a E
D. STABILIZE ALL EXPOSED SLOPES WITH SEEDING / FERTILIZER.
z � M
E. REMOVE SILT FENCE AFTER COMPLETION OF ALL EARTH WORK.
Z L � X
5.
CONTRACTOR SHALL PROVIDE GROUND COVER ON EXPOSED SLOPES WITHIN
�' z 04
21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING.
0 6 � 00i vq as
ra as s
^�
6.
CONTRACTOR SHALL PROVIDE PERMANENT GROUND COVER FOR ALL
cn
sV0R Q C 04 "
DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
um Z 2 In rz r­z
(WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION
v v� c
ACTIVITIES.
2 E v
wZ0.o�m
Ln00
E
U oo
m
TEMPORARY DISPOSAL AREA (SEE C3.0 FOR LINEAR DIMENSIONS)
DREDGE MATERIAL
�11 1_;
"PROVIDE SILT FENCE APPROX. EXIST. GRADE
ALONG TOE OF SLOPE
MID.)
NOTE: SEE C3.0
C3.504
EXISTING SITE PLAN
DETAIL -
FOR TEMPORARY DISPOSAL AREA LAYOUT, LOCATION,
TEMPORARY DISPOSAL
AND LINEAR DIMENSIONS.
AREA
SCALE: N.T.S.
FLOATING DOCK
W/ WAVE ATTENUATION
10
5
i.I
APPROX. NHW 1.11' NAVD88)___�z_
0 APPROX.-NLW (-1.97' NAVD88)
-5
-77 --
-1p - ------- -- - - - -
I
- i
--�- -15
2+00
I_ FLOATING -DOCK ._ !.:.
_
FLOA_nNG_ DOCK
_ I
a - FLOATING_D-OCK
5
- -
W/-WAVE -ATTENUATION
5
-
APPROX. M.H_W 1.11' NAVDS
0
:.
-
_
0
-APPROX: FINISH GRADS - --_. __ _ _^ : __._._ _ - __f _ - - _ __.
__ _
__ _ . APPROX. FINISH GRADE __ _
APPROX. M.L.W (-1.97' NAVD88
- AFTER SIDE - SLOUGHING- _ _ _ _._ ... _ _-- _ _ ;_ :. ___ _ -
_ _ _ _ - _
_ _ - _ -AFTER- SIDE SLOUGHING _
5
--- -
__F... ....__..
- -
_.. _. _.__..._...._.. _._ _ __� ..-
- -
-
�� ---✓:=.�S�C
1-
- - -
-10
__ _ _ __ _ _- _
�-
_ _ __- -�
_--
-10
15-
I ----- -
--�-- -
- 15
0+00 DREDGE AREA 0+50
APPROX. EXIST. GRADE
1+00 DREDGE AREA,
DREDGE CUT LINE
TO EL, -8' NAVD88 :'-6' NLV,
C3.503 CROSS
SECTION - DREEIGE A
'SEA
SCALE: 1 /2" = 1'-O"
L E G E N D
o
PILES
EXIST. SPOT EL,
PROPOSED SPOT EL.
NHW
NORMAL HIGH WATER
NLW
NORMAL LOW WATER
MLW
MEAN LOW WATER
a
RIP -RAP
EXIST. GRASS AREA
DREDGE AREA
CONCRETE
FLOATING DOCK
FLOATING DOCK WJ WAVE ATTENUATION
RAMP CONCRETE VEE TROWELED FINISH
oc
EXISTING FENCE
------- 5--------
EXIST. CONTOUR
5
PROPOSED CONTOUR
- -
NORMAL HIGH WATER LINE (1.11 ' NAVD88)
- -
NORMAL LOW WATER LINE (-1.97' NAVD88)
--.
75' AEC LINE
JO' CAMA BUFFER & 3O' DWO
REDEVELOPMENT BUFFER
EXIST. DOCK LINE
-- -
RIPARIAN CORRIDOR LINE
- -
NCWRC PARCEL BOUNDARY
4-
r
Z
cn
co
.�
-
_�
Lij i
•
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'._REVEW
i
DESIGNED BY: RAW°Wl f 1,1
DRAWN BY: HWL
QUALITY CONTROL: JR T
SCALE: NOTED
FILE NUMBER: 5818
DATE: 01-15-09
DREDGE
Pb%N AND DETAILS
N.';)REHEAR C= TY
yET NUMBER:
C3.5
s �F

M
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
ui
0
Z
w
NOTE
5'-0" STEEL POST
U
STEEL POST
WIRE FENCE
FILTER MEDIA EXXON
GTF 100E OR
APPROVED EQUAL
x
0
N M Z rStioeti
M
. " BACKFILL & COMPACT
MIN. 8" TRENCH AFTER
-� PLACING FABRIC
INDICATED ON PLAN AS -SF- SF -SF
NOT :
1.) WIRE FENCE SHALL BE A MIN. OF 32" IN WIDTH AND SHALL
HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY SPACING.
2.) FILTER FABRIC SHALL MEET OR EXCEED 150 LBS. GRAB
TENSILE (ASTM-D-1682), 180 PSI. BURST (ASTM-D-2263)
AND 70 ON COE E.O.S. TEST.
3.) STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE
SELF -FASTENER TYPE.
4.) STEEL POSTS FOR SILT FENCE SHALL BE NO WIDER THAN
8' APART O.C. WITH WIRE BACKING.
5.) CONTRACTOR TO FIELD LOCATE AS NECESSARY TO CONTROL
SURFACE EROSION.
TEMPORARY SILT FENCE DETAIL
SCALE: N.T.S.
STANDARD METAL POSTS
2'-0 IN GROUND
GALVANIZED HARDWARE WIRE
EXTENDS TO TOP OF BOX
57 WASHED STONE PLACED
0 A HEIGHT OF 12"-18 MIN.
ABOVE TOP OF BOX
o�ONR
- -moo
o°e 0 -- - --_Oo °�� �Qf�o o(o��° o OCo0
0od 0° oQCJ O�C o �o�� p
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_---�
�ooGo0OoosoO �Oocp. Co° �00000 0000000�000 -
INLET SEDIMENT CONTROL DETAIL
SCALE: N.T.S.
I
f-
ooa Egan I-
- Egan I ago I .
o flagon
-noHong
googo
CASTING: gag Hong
MIN. WEIGHTS:
FRAME: 195 LB=
GRATE: 160 LBS
TOP ELEVATION
CONC. COLLAR
BRICK MASONRY -
OR OR PREFAB CONC.
0 s iT;1C
FLOW
- NOTE:
L - I - - J DROP INLET PROVIDE
I SOLID COVER
PLAN
ELEV. VARIES
I
4"
co
SECTION
TOP FLUSH W/GRADE
2' X 2' DROP INLET OR JUNCTION BOX
NOT TO `SCALE
STONE PAD AT SITE EXITS TO REMOVE MUD FROM TIRES
NOTES:
1.) STONE SHALL BE #4 WASHED STONE (6" THICK)
2.) THE ENTRANCE SHALL BE MAINTAINED TO PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AND REPAIR
AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
3.) WHEN NECESSARY WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WASHING SHALL BE
DONE ON AN AREA STABLIZED WITH CRUSHED STONE WHICH DRAINS
INTO AN APPROVED SEDIMENT CONTROLLING STRUCTURE. USE SAND
BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS TO PREVENT
SEDIMENT FROM ENTERING ANY STORM DRAIN, DITCH, OR WATER -COURSE.
4.) ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO
PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY.
TEMPORARY CONSTRUCTION ENTRANCE
SCALE: N.T.S.
14
BRICK WALLS
'4" CEMENT PIS
1ET
-)Lt.; i IUN A -A " "
NOTE: SECTION B-B
1. 4" DEEP X 8" WIDE CONCRETE COPING
5'-10"MIN. ALL AROUND BASIN CASTING.
5' _4" 2. ALL CONCRETE TO BE CLASS "A"
" PVMT. 3. FOR CASTING DETAIL SEE SD 14-03
�B CURB & GUTTER
A CASTING q?
L� -A
L_
L-B
PLAN
CATC H BAS I N
NOT TO SCAEI=:
21" MIN.
DESIGN SETTLE
TOP
it7 -
NATURAL FILTER -
GROUND FABRIC
I- 5 __.l � G=
WEIR WIDTH: 6.0' MIN.
3' MIN.
if
RIC
.11, .-1 Jt'ONE
CLASS B 5" TO 15"
RANGE NC DOT
OVERFILL 6" FOR
SETTLEMENT
=1 \--2:1 SIDE
-� SLOPE MAX.
EMERGENYJ
BY-PASS
S6"
BELOW SETTLED
1:1 SIDE TOP OF DAM
SLOPE MAX.
SEDIMENT BASIN DETAILS
NOT TO SCALE
PAVEMENT SECTION PAVEMENT SECTION
_DEPRESSED LANDSCAPE ISLAND
NOT TO SCALE
CONSTRUCTION SEQUENCE:
1.
REQUEST PRE -CONSTRUCTION CONFERENCE WITH NCDENR EROSION INSPECTOR.
2.
INSTALL GRAVEL CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCE.
I "'
3.
BEGIN CLEARING AND GRADING OPERATIONS TO CONSTRUCT STORM WATER
U)
DEVICES, SEDIMENT TRAPS, AND SWALES,
I o'
!
I
4.
COMMENCE GRADING OPERATIONS FOR PARKING, TRAPS AND SWALES.
W
i
5.
STABILIZE ALL DISTURBED AREAS AS SOON AS FINAL GRADES ARE ESTABLISHED,
cy
6.
REMOVE TEMPORARY CONTROL DEVISES (SILT FENCE, ETC.) ONCE PERMANENT
VEGETATIVE COVER IS ESTABLISHED.
z
GRADING NOTES:
0
1.
INITIATE CONSTRUCTION SEQUENCE BEFORE BEGINNING CLEARING AND GRADING
0
OPERATIONS.
2.
CLEI\R AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION
BEYOND GRADING LIMITS.
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3.
STRIP TOPSOIL TO FULL AREAS TO BE GRADED AND STOCKPILE OR REMOVE
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FROM SITE.
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4.
COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY.
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5.
ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER
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THAN 3:1 SLOPES.
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6.
PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE.
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7.
OPERATOR SHALL VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED
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GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN.
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EROSION CONTROL:
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1.
ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
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VIOLATION AND IS SUBJECT TO A FINE.
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2.
STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING
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IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
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SEQUENCE SHOWN ON THE PLAN. ALL GRADING SLOPES MUST BE SEEDED AND
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MULCHED WITHIN 15 CALENDAR DAYS OF COMPLETION OF GRADING. ALL FLAT
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AREAS ARE TO BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS,
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3. ADD1T10NAL DEVICES MAY BE REQUIRED AS AGREED UPON BY FIELD INSPECTOR,
ENGINEER, AND OWNER.
4. IF ACTIVE CONSTRUCTION CEASES IN ANY SLOPED AREA FOR MORE THAN 15
CALENDAR DAYS OR 15 WORKING DAYS IN FLAT AREAS, ALL DISTURBED AREAS
MUST BE SEEDED, MULCHED, AND TACKED, UNLESS WRITTEN APPROVAL IS
GRANTED BY THE EROSION CONTROL INSPECTOR.
5. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS
WIL_ BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
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6. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
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BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL
BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
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7. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
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MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN
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A VIGOROUS, DENSE VEGETATIVE COVER.
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8. CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS
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ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE WILL BE
PEF,IODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6°' DEPTH.
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SEEDUED PREPARATION:
1. LOOSEN CLEARED SURFACE (VOID OF ROCKS, ROOTS, AND VEGETATION) AS
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NECESSARY FOR SEEDING TO ACCUMULATE.
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2. APPLY LIME AND FERTILIZER BASED ON SOIL CONDITIONS OR AS DIRECTED BY
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LAI,IDSCAPE DESIGNER.
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3. TILL LIME AND FERTILIZER INTO SOIL UNTIL WELL MIXED.
4. SEED AS PER SCHEDULE AND IMMEDIATELY MULCH OR STRAW FOR STABILIZATION.
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5. REPAIR AS NECESSARY FOR EROSION MAINTENANCE DURING CONSTRUCTION
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ACTIVITY.
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SEEDING SPECIFICATIONS:
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LIME: APPLY 100 POUNDS PER 1,000 SQUARE FEET
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FERTILIZER: APPLY 20 POUNDS 8-8-8 PER 1,000 SQUARE FEET
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SED (NON-NCDOT RIGHT OF WAY): PER ACRE I;
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NOVEMBER-MARCH BERMUDA (UNHULLED) 20 LBS.
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50 LBS. WINTER RYE (GRAIN)
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80 LBS. FESCUE
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MARCH-NOVEMBER BERMUDA (HULLED) 30 LBS.
80 LBS. FESCUE
MULCH: APPLY 1-1/2 TONS/ACRE WHEAT STRAW (OR APPROVED EQUAL)
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ON ALL SEEDED AREAS.
TACK: ALL SLOPES WITH STRAW MULCH EXCEEDING 3:1 TO HAVE
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ASPHALT TACK APPLIED AT THE RATE OF 225 GALLONS/ACRE.
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AFTER SOIL PREPARATION AND SEEDING, INSTALL JUTE MATTING.
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OF EQUAL ON ALL DISTURBED AREAS.
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* MANTAIN SEEDED AREAS UNTIL MINIMUM GROWTH IS ESTABLISHED
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AND/OR FOR CONTRACT TIME.--
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DESIGNED BY: RAW/
DRAWN BY: HWL
QUALITY CONTROL: M TA
SCALE: NOTED
FILE NUMBER: 5818
DATE: 01-15-- 09
EROSION CONTROL
AND STORMWATER
DETAILS
SHEET NUMBER: _
C5.2
OF