219-06 Oversized Plans

I FrFNIn-
4
EXIST'G CONTOURS
4
PROPOSED MINOR CONTOURS
S
PROPOSED MAJOR CONTOURS
��XX
Z. 1 25
NEW SPOT ELEV.
UNO
UNLESS NOTED OTHERWISE
R/W
RIGHT OF WAY
C/L q
CENTERLINE
C.O.
CLEAN OUT
W.M.
WATER METER
F.H.
FIRE HYDRANT
M.H.
MANHOLE
M.B.L.
MIN. BLDG LINE
N.D.
NOSE DOWN CURB
TW7.4
TOP OF WALL ELEVATION
TC3.7
TOP OF CURB ELEVATION
TBR
TO BE REMOVED
-0HE
OVERHEAD ELECTRIC
—{JGE
UNDER GROUND ELECTRIC
— ,,,,, — — — — -,,,,, —
30' & 20' TAR/PAMLICO RIPARIAN BUFFER
— ®°°°° — — —
75' AEC SETBACK
— — — — — — — ®
HIGH WATER LEVEL (HWQ
COASTAL WETLAND LIMITS (CWQ
LIMITS OF
DISTURBANCE
42,266 S.F. — 3,282 S.F. (EXIST. BLDG/CISTERN.) = 38,984 S.F. =0.89 ACRES
GENERAL NOTES:
1. OWNER INFORMATION: DEPT OF ADMINISTRATION
NC CENTER FOR THE ADVANCEMENT CF TEACHING (NCCAT)
301 N. WILMINGTON ST.
RALEIGH, NC 27601
919-247-3394
2. ENGINEER CONTACT INFO: GEORGE ELLINWOOD, PE
4140 PARKLAKE AVE, STE 300
RALIEGH, NC 27612
919-781-1083
3. TOTAL PROPERTY AREA (SURVEYED): 3.6 ACRES
4. FEMA INFORMATION: SUBJECT PROPERTY AND ALL STRUCTURE LIE ENTIRELY WITHIN
FEMA FLOOD ZONE AE (EL 9) PER FIRM NUMBER 3702950100J, EFFECTIVE 5/15/03.
FEMA ZONES SUBJECT TO CHANGE BY FEMA
FIRM COMMUNITY: HYDE COUNTY, NUMBER: 370133 PANEL: 9501. SUFFIX: J
5. VERTICAL DATUM: NAVD 1988, REFERENCE BENCH MARK: "NORTH BASE" ELEV. = 1. 12'
6. PROPERTY ZONING: UNZONED (HYDE COUNTY)
ADJACENT PROPERT ZONING :UNZONED
7. ZONING JURISDICTION : HYDE COUNTY INSPECTION OFFICE
PAMLICO SOUND
500' RIPRAP REVETMENT
UNDER CONSTRUCTION PER CAMA
GENERAL PERMIT #46569;
STEVE TROWELL; 18 OCT 2006
Io'
A
r�
/
00,�
/
�
I
SITE
S
F` NOW OR FORMERLY OCRACOKE ISLAND
`o COASTAL WETLANDS U.S. DEPARTMENT OF THE INTERIOR HYDE COUNTY
^^ NATIONAL PARK SERVICE
le CAPE HATTERAS NATIONAL SEASHORE RECREATIONAL AREA NORTH CAROLINA
TRACT 539
TRACT 15-102
OCRACOKE FERRY TERMINAL
DWQ ZONE 1
\ PAMLICO SOUND
GUY DWQ ZONE 2 POLE 0,
OCRACOKE FERRY SITE
TERMINAL
b
1
REMAINS OF OLD wLE /� —/75' AEC BULKHEAD SILVER \ \ ,o
LAKE
\\ y N.C. 12
s LCIGHTH�USE
20' INGRESS -EGRESS
O ` \ EASEMENT (FOLLOWS
\ CENTERLINE OF EXISTING
�\
SAND ROAD)
d' O-
p EXISTING TREE
\\ TO BE REMOVED
EX. CONCRETE DRIVE
6
Cp� p �O i' ' , OLE
'1 \ EXISTING ! pQ ,'10" PINE
Cif 9O CONCRETE P,9'RK1, -
�S S AND DRIVES
\� gyp'• � \ �, ��
co
i \
PIN-
P L� �L GRASSED AREA"
c p \ \BE \SdDEP
'EEC\DTL`p5. �$l 0-1) \
p
APPROXIMATE LIMITS OF EXISTING
( v G
4D WASTEWATER DRAINFIELD
7 1 G F\\ \ \ \ 8 LINES, 110 L.F. EACH AT 6' O.C.
d fr /: c o�/ \� \\ \ ` \ \
I \ EX. CONCRETE
I
I i GF 1 eQ \\ \ \ \\ \ DIST. BOX
EX. 4" SAN. SEWER
7 I F ID v v
�2r >N�� I I� I v� F 5� �� �, � •/ vv��
— -
c 111 \k4PQF�� POLE
' r
II 01 I \\ ,' \ o r S� 3' WOOD WALK EXISTING WOODEN WALK
C.7 r
Y ,/,' i 6 CACKFLOW P REVENTER
IN CONIC. VAULT
Y
�J �`N�,0 ,�, , �� x IP RAP
ti OF TEFL C
�Y gAVL 11 NCR JC i
6- CONTROL CORNER "6"
1 \\� 5 •(� •�. i i 510723.90
STING = 2900758.18
_'C TANK r/ �'� BENCH MARK
N.O.S. SURVEY DISK
UNO\ 3' 4792A"
\ C CONCRETE
/ WALK N 510725.04
a gg \ \ E 2900714.36
ELEVATION
NAVD 1988
N.C.G.S. STATION "FLAGPOLE'
F� N.C. GRID COORDINATES
38"24'44"W`\ / ' N 510719.0442 FT.
2.23 E 2900716-4096 FT-
NAD
1983
1CFC / SCALEFACTOR= 0-9998754
v . `\ �\fi'1 oOC LAT 35-06-56-66688
LONG 075-59-15.10054
\ Fell,
SEX. S
C � 0Ap BULK -
CAD
\
�\, ` � / ZC
�� � ,� / PARCEL 1
roc \ -EA - 73x -.FT.
/ .._
WALKVI{AY ,
� �." NT
-L OF 10' UTILITY '' EASE
EASEMENT j% / AC(; SS EASEMy4T
N=DRMERLY
CAROLINA CENTER FQP THE
• ANCEMENT OF TEA6HI '
% AREA _ 460 SQ. FT. +LL 68�'c
AREA TO §HORELINE B-CO0 INPTES
/ PARCEL N0. i,363 /
WL
N 9 30' E—
/ 60.47
/ �cATIC 46,58
-
ITAP 108.68'-
�� I v
_zO. 713'
1 _ 0d
O`,.ov.�i�°uanu00000000tl0,�',,�
=U t�l1 W Cat jj�� m O OCRACOKEFERRY TO HATTETERMINAL
AS o W m I
FERRY TERMINAL � � op (yV 00
N.C. 12
A's (To
e�♦r . w
- to _
rt 0 La
A l
Lo
ATLANIaSn EANN
LtJLu tCi o
511
CD
0 °
'_
a E 3 c o o m o s s
o m
au% VICINITY MAP c ° °
NOT TO SCALE W ¢ a o m .S z
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O rn .�z. O° 1°
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=�4 OR FORME=_
'
�
yv
�;
EXISTING SITE
L'• - _ATES CC- _
C = UNIT,
\
O
i` _NTY, NCR--
Z
LAYOUT
400 AND - _47
` O ?
p
1
RE 3,212 s
10
��
GRAPHIC SCALE
ID
=11'31"E _ _
_
1" = 30'
==` MARK g
'� I
\ �`
>
i' N
_ - -ASE° i
n �r
LINE
\
= 1.12'
:�8
c:
\
U "OC - HOUSE'
-C Coc-
30 15 0 30 60
♦
I
`__58.4749 = O
242.0712 y N
FACTOR = 19998757 �\ rn
EROSION &
SEDIMENTATION
CONTROL PLAN
2004414
ISSUED: 10/28/2005
DWG BY: JPM
CKD BY: GHE
REVISIONS
1 11/27/2006
SHEET NO.
CAMA
OF

LEGEND:
4
EXIST'G CONTOURS
4
PROPOSED MINOR CONTOURS
PROPOSED MAJOR CONTOURS
�XX
12.25
NEW SPOT ELEV.
LINO
UNLESS NOTED OTHERWISE
R/W
RIGHT OF WAY
C/L
CENTERLINE
C.O.
CLEAN OUT
W.M.
WATER METER
F.H.
FIRE HYDRANT
M.H.
MANHOLE
M.B.L.
MIN. BLDG LINE
N. D.
NOSE DOWN CURB
TW7.4
TOP OF WALL ELEVATION
TC3.7
TOP OF CURB ELEVATION
TBR
TO BE REMOVED
SHE
OVERHEAD ELECTRIC
GE
UNDER GROUND ELECTRIC
EXISTING TREE LINE
- - ,",,, - - - - -
30' & 20' TAR/PAMLICO RIPARIAN BU
-
75' AEC SETBACK
- - -
- - ,,,,,, - -----
HIGH WATER LEVEL (HWL)
COASTAL WETLAND LIMITS (CWL)
LIMITS OF
DISTURBANCE
42,266 S.F.
- 3,282 S.F. (EXIST. BLDG/CISTERN.) = 38,984 S.F. =0.89 ACRES
GENERAL TES:
1. OWNER INFORMATION: DEPT OF ADMINISTRATION
NC CENTER FOR THE ADVANCEMENT OF TEACHING (NCCAT)
301 N. WILMINGTON S'T.
RALEIGH, NC 27601
919-247-3394
2. ENGINEEI CONTACT INFO: GEORGE ELLINWOOD, PE
4140 PARKLAKE AVE, STE 300
RALIEGH, NC 27612
919-781-1083
3. TOTAL PF,)PERTY AREA (SURVEYED): 3.6 ACRES
s
9 NOW OR FORMERLY
�CIO U.S. DEPARTMENT OF THE INTERIOR
COASTAL WETLANDS NATIONAL PARK SERVICE
�^ CAPE HATTERAS NATIONAL SEASHORE RECREATIONAL AREA
TRACT 539
TREE LINE TRACT 15-102
OCRACOKE FERRY TERMINAL
SITE
!,fir
• -
HYDE •
NORTH CAROLINA
DWO ZONE 1
PAMLICO SOUND
\ a SITE
POLE
\ GUY OCRACOKE FERRY
R \� DWQ ZONE 2 TERMINAL
a
b
c
LE y -/75' AEC SILVER
REMAINS OF OLD LAKE 1 N.C.12
BULKHEAD
� O••;. CCRRpp�� KKEE
LOIGHTH�USE
\a0000, 0
ate`
20' INGRESS -EGRESS
EASEMENT (FOLLOWS
a / O CENTERLINE OF EXISTING
a <� PS SAND ROAD)
40 EXISTING TREE
TO BE REMOVED
EX. C ONCRETE DRIVE
`9A � N�
3H0 3HO
Hp
\� �`•• S • O l� 3HO �O
CIO, v 3HO
�a
c
\'. EXISTING y 10" PIN
C/ A9. \ �` • -'; .;.'. . ; CRETE
D D y� ,
ti �o
PDI
7r
NEW REFUSE
1 ,CONTAINER STORAGE
141
Z a / PL S o \ \ \ \ \
�F-)LE / o RA E \'.; 6" PINE\\ \ \ \\ \ \ \\ \
A�L GRASSED\XREA\\ \\ \\\
\
\ T \BE \$EED� \\ \\ \ \\
o� � SEE\DTL\P5, 'S\HT D-1) \ \ \
Ar
APPROXIMATE LIMITS OF EXISTING
Y @ SPLASH 12" PINE\\ \\ \\ \\ \\ \� \\ \\ WASTEWATER DRAINFIELD
�s TO GRAD \ \\ \\ \\ \ \ \\ \ 8 LINES, 110 L.F. EACH AT 6' O.C.
EX. CONCRETE
I \ \ \
�i L• j D.. L �g D.S DIST. BOX
�'I` P S �•. �� '91
.5P.DASH D. SOLGRH E \\ \ EX. 4" SAN. SEWER
�/rr ; " o l �t`a IINCs' B� BRAD D S \ ✓/
\ `\IN .. I off. B�+ rciV • O
P! IA$E;il CRETE SLAB
4 REMOVED
J\ / 1 COU �ETF �� w. �-/ _2" POTABLE WATER SERVICE LINE
may. a 1 ��, .'•. • ORM
} Cr •.S, }} i�.
D.S. TO C Tom.
�a f r� 1 • �� I / POLE
o qM � S.41
R/ s.
p o SPLASH /
y r r / w RAILS 2T TO GRADEeY
PAMLICO SOUND y p,�9 Q oJR/ EXISTING WOODEN WALK
\ D.S. n/
D.S� � D.S. ,
BACKFLOW PREVENTER
POLE I ,' z/\ ` N CONC. VAULT
TO BE OV �.'
\ it FFEE V '� /O �� � � RIP RAP
a� , s
0 1 , / /\yo" , � � �
Y�00' RIPRAP REVETMENT � ;�� ,�° � ,,
UNDER C ' D's O CONTROL CORNER "B"
NSTRUCTION PER CAMA N,5° 6.
TEN URT� !�� ,' N 510723.90
CINERAL PERMIT #46569;�� REMgPE1g a��' 1 EXISTING
S TE VE OF CO 1. D.S �, ,� E 2900758.18
�`\
TROWELL, 18 OCT 2006 BENCH MARK
N.O.S. SURVEY DISK
CON"4792A"
FENGE 81B N 510725.04
- � W up4 ;��. `NEW ASPHALT 3' WONKRETE E 2900714.36
/ ry z CNA �`• PAV ENT ,° ELEVATION = 5.1T
NAVD 1988
N5 ,erg 0"E >�, �`o�O N.C.S.GSTATION "FLAGPOLE"
X \ a i 87 �pc N.C. GRID COORDINATES
��'�138°24'44"W' N 510719.0442 FT.
2,23' ' E 2900716.4096 FT.
V
NAD 1983 SCALE FACT
OR 0.9998754
.HW/• PS LAT 35-06-56.66688
LONG 075-59-15.10054
/,�ir-"� ,fin-,-�✓ O � O- ., •,-• .--\.'••. •i'• /' �o
�� l�!i�%i,l� \GjfAVEL \\
\ : A
� ki,
Fes*, *,��/ ,' ' • / \` / �o�l
WALKVAY
EASE
/' /
/ CL OF 10' UTILITY , / TREE LINE '
~� EASEMENT / ,/' ,�' ACCeLSS EASEMENT
Fry NOW OR FORMERLY
NORTH CAROLINA CENTER F(,p T
v ADVANCEMENT OF TE;���
AREA = 160,460 SQ. FT. +LL 68&'ac.
AREA TO SHORELINE BY CO INF TES /
PARCEL NO. 63'
N. 60.47'
LOCATION 46.58
01
�d OF MILITARY TOWER 108.68'
40
��
�0. �3
FENCE� 15.
\00,
NOW OR FORMERLY \ I
3 UNITED STATES COAST GUARD Lj
SIP OCRACOKE UNIT, 5th DISTRICT Z ? _
HYDE COUNTY, NORTH CAROLINA O O
{, D.B. 27 PG. 400 AND D.B. 29 PG. 447 N
c AREA = 63,212 sq. ft. (1.541 cc.) N
0 0
0
BEN �-I�MARK a�
"NORTH BASE"
ELEVATION!i = 1.12'
TREE LINE NAVD 1988
METER
PANEL
' EX. ST 'FUEL
"BULKHEAD ' PUMPS i I
O
60� oT o�
Pq�F
I A
�C.36
I
GO
0V 06.
G,) yi c
f00
i HWL
i
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rri
1
1
�03
Ln
CO
N89°11'31 "E -�
i
2'
N C,
y 1
I �
o
N.C.G.S. STATION "OCRACOKE LIGHTHOUSE"
v
1 \ N
N.C. GRID COORDINATES
n
>�
N 508268.4749 FT.
C
*, `S
E 2901242.0712 FT.Lp
m
SCALE FACTOR = 0.9998757
0 0
J �
N.
AV
o=
= o � I
}}�� HATTERAS
OCRACOKEFERRY _RMINAL G� �7d 0'00 (Or
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VICINITY MAP �c" 3E«D oo�
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OUP a-" E
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PROPOSED TE
LAYOUT
GRAPHIC SCALE
1 " = 3 0'
I I ( I I
30 15 0 30 6()
i
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�1
EROSION &
SEDIMENTATION
CONTROL PLAN
2004414
ISSUED: 10/28/2005
DWG BY: JPM
CKD BY: GHE
REVISIONS
1 11 /27/2006
SHEET NO.
CAMA

LEDGERALUMINUM
Wl MTL CLADDINGFLASHING
5ED OF SEALENT
O.C..
TOOTHED
ADD PIECESINTO
JOINT
STANDING.—..
_
MATCH EX15TING PHASE ROOF.WALLC.
_
PLYWOOD
12
METAL CLAD
FASCIA
(2) 2XIO W1 METAL
1 F — —�� 22" CMU W/PRECAST
— J _ — _ J CONCRETE CAP E
HORIZONTAL
4" CONCRETE CURB LADDER
REINFORCEMENT
EVERY OTHER
COURSE. PARGE ALL
FACES.
(2) 4'-0" CHAIN LINK GATES
W/WOVEN VINYL SLAT BLINDERS
4 ZINC —GALVANIZED STEEL PIPE
FRAME
REFUSE CONTAINER STOR04GE
SOUTH ELEVATION
SC4LE: 1/4 1 I _ 0
J
J
9
GRADE
LOWER LEVEL
NEW FINISH
FLOOR
ROOF BRCS
U.L. FIN.
FLR.
ROOF
CONC. WALK
t \il L+tli ire A ^2 1 A[ T
i.. 1 ... VI y/♦_\ I\
EXISTING UTILIT*too BUILDING 8
2-1NEW E3UILDING—EAST ELEVATION
LEI SCL ,/�� .4 = 1 — 0 11
4
NEW IX6
CEMENTITIOUS
CORNER
BOARD — PTD.
NEW COPPER GUTTER
E DOWNSPOUT SYSTEM
TO MATCH EXISTING
NEW IXS CEMENTITIOUS
RAKE BOARD, PTD. —
12
6.5
NEW ASPHALT SHINGLE
TO MATCH EXISTING
OR ALT. NO.4 IF
NEW ASPHALT SHINGLE
TO r1ATCH EXISTING
NEW IX6
CEMENTITIOUS RAKE
BOARD, PTD. — TYP.
NEW COPPER GUTTER
4 DOWNSPOUT SYSTEM
TO MATCH EXISTING
EXISTING ASPHALT SHINGLES TO REMAIN.
REPLACE DAMAGED OR MISSING SHINGLES
W/ MATCHING SHINGLES, TYP., BASE BID.
ALTERNATE NO. 4 — REMOVE EXISTING
SHINGLES E FELTS. INSTALL NEW 40 YEAR
HIGH WIND ARCHITECTURAL STYLE SHINGLE
ON (2) LAYERS OF 150 FELT. PROVIDE ALL
FLASHING 4 NECESSARY ACCESSORIES FOR
WATERTIGHT COMPLETE JOB.
1X4 CEMENTITIOU°
NEW 1X4 CEMENTITIOUS CORNER BOARD,
PTD. — TYP.
SUS — FASCIA PTD.
=4
NEW 1X6 CEMENTITIOUSNk
N
CORNER BOARD — PTD.
NEW IX4 ri EXHAUST FLASHING — TYP.
m
CEMENTITIOUS TRIM,
PTD. — TYP.
NEW
DS
NEW STANDING
SEAM ROOF DS
NEW IX4
CEMENTITIOUS
TRIM, PTD. — TYP.
NEW TOP OF
CEMENT I T IOUS MID —LANDING NEW
CEDAR SHAKE, — ALUM.
PTD. — TYP.7 DS
NEW WOOD RAMP
E RAILS �i
EXISTING UTILITY BUILDING 8
NEW BUILDING NORTH ELEVATION
TnP e-r- PI Ali
NEW 1X6
CEMENTITIOUS
CORNER BOARD —
PTD.
fn
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NEW CEMENTITIOUS CEDAR SHAKE
SIDING — PTD., BASE BID
ALTERNATE NO.1
EXISTING ALUM. SIDING TO REMAIN AND
BE REPAIRED, PATCH TO MATCH ALL
AREAS OF DETERIORATION OR NEW
CONSTRUCTION INTEGRATION
CONC. WALK
cj
Ci
XN
Eiiiii
NN
W��
W o0
E-i ;Z4 Q
rpq O
V O
A
VISED ELEVATIONS
2004414*01
ISSUED:
DWG BY: MLR
CKD BY: LDD,RMB
REVISIONS
1 I I1/2-1/200%
SHEET NO.
ELEV
OF
aC04L: 1% =11_V

111111111111/,
_ ARE{ SITE \�\�"111 g�
0 SOUND AEC LINE E�c� 3 0 xg66 \\``\\�p0®1000�000®�OT�ii':
PAMLIC a
83°40 v' o co
N OC F?ACO KE ISLAND OCRACOKE TO HAT'ERAS j,®®o�Y�},"�
�W OR FORMERLY B -QO FERRY TO HA7."
LOCATION q� U.S. DEPARTMENT OF THE INTERIOR °®sae oep0o Q.`
OF MILITARY TOWER HYDE COUNTY p nuonuno �,\,
COASTAL WETLANDS NATIOI`,IAL PARK SERVICE
IN
,' CAPE HATTERAS NATION NORTH CAROLINA '/n,,,�111111111t1�r```
IAL SEASHORE RECREATIONAL AREA
a °a` FEN ,' TRACT 539 o IIIltllllll/
�� TREE LINE TRACT 15-102 N.C. 72Nf
`IN /�
a
' v/ a,�6`L ---------------- OCRA(;OKE FERRY TERMINAL •.°°o�;O�r�y��'',,
bj� NOW OR FORMERLY ,' �ji°°ee°oo`o�Oli�'f
41111
`e3 UNITED STATES COAST G DWQ ZONE 1 _ e$ •e�%
LDew
X OCRACOKE UNIT, 5th DIS PAMLICO SOUND C W
/ SIP .G _ �c
x338 HYDE COUNTY, NORTH CAR IS = e U 4.
I° a D.B. 27 PG. 400 AND D.B. 29 *� GUY POLE SITE
a• / , \ .� DWQ ZONE 2 OCRACOKE FERRY
, G'_ AREA = 63,212 sq. ft. (1.5 01,
'10 opg �� TERMINAL
-� y
\\ o�/ b ATLA GENE /,/'/''' /// Io```\\\`\\•
\ \ C-i - 11111
TOP OF BANK _ ------ �\ /
AvLE \ /75' AEC r SILVER
\REMAINS OF OLD / j N.C.NC12 °rY5 a
BULKHEAD
TREE LINE
•�. \ ,!\\ c/ LIGHTHSUSE w rr o° N ° 3
i i ` ...o/ 0/H UTILITIES O a T 3 0
LD °�� c� ez H 6o EEC 3.
4 / SCALE w Q o o 0 0
VICINITY MAP a�
NOT TO �
.2 �\ 0 EXISTING TREE LLJ
a_ o N L �.o o m
------------------------ aE ,"\ 02 3 REMOVE[ o u Q�
o a a o o
TO BE zv o o e n ao a`o o u
/ RIP RAP SHORELINE �cV,': \ / a
- ROTECTION x5 .' _ _ 2\ _ 2 31T �l 0 : o
UNE
00
' N
x1e cn
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i' c. P 3H 3H0 3Ho x
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0.1
�� ��_��'?\ ?`� ��\� \ \ ----------- � � ��' \ ' ..•`t 'x -- \ - ----- \ f~ it
�_P�� I �� I �� I �' I,E, I �. - x�2 - � AL � \ ` ' .I:,?, / /�} oE I •-... . �, � \
END 500' FOIPRAP REVETMENT.
OF WINGWALL RIPRAP LD _ 6
BEGINNING
TO EXISTING 03
'�' ' '` NEW REFUSE °o \
REVETMENT EXTENDED ' CONTAINER STO�RAG F a
STONE JETTY. ° :,� c
i�
E- .
{�
UNDER Cof ,ISTRUCTION PER CAMA �''' 3 \
PERMIT 46569 ; ; ,\ 3P.P. E �� \\ FE \\\ \\
GENERAL P # :�`:
STEVE TRO JVELL; 18 OCT 2006 , °.q . \\ \\
r I • , �' / K PL S .' • • \\ \\ \ dry,
E / 0 RA E X `•'. 6" PINE \
SILVER LAKE CHANNEL ,' , u
7BR x i 32 i 3 3 ,'. ' �`." , :,:• \ L GRASS`S AkREA\\ \\ \\ W
DOWN TS ♦♦^ :; (SEE\DTL\P5, SFq\ 1) \\
LL GEND: htD� \ 5. r 6 - SPLASH\\\ APPROXIMATEi LIMITS OF EXISTING , rpM ,',` 3.1 D.; TO RAMP GRAD A t.i ..,-:.,...:.°'.:.'.'. -••.•` \ \ \ \ \ \
D.s. ` EX• C,CI TERN'.'. ,•`•'. 2" PINE
\ \ oy \\ \ \ WASTEWATER DRAINFIELD V
- 4 EXIST'G CONTOURS r�
SPLASH 4. \ \ \ \
ON M' ACT`s IMEN51 S \ \ \F \ 8 LINES, 110 L.F. EACH AT 6' O.C.
d TO GRADE \ \
2 RIPRAP REVETMENT_ \
-�-4 PROPOSED MINOR CONTOURS
PROPOSED MAJOR CONTOURS LIMITS OF
Ps
DISTURBANCEXwai ��il p� I 3
NEW SPOT ELEV. SW-1 GRAPHIC SCALE II ;; 'II 2 a
XX 1 I /.' 6"PVC D s \ \ \ \
12.25 DIRECTION OF n _ G a `� I $9G(TYP) -
LINO RUN-OFF &�'T rl # �'� `SPl'A �.DS \ o
UNLESS NOTED OTHERWISE 1 30Fr r „ I o-*� �� As, �`.'.` \o cR E \ //
R/W RIGHT OF WAY � I E1Q :, _ CrRA ` \\ \ ✓/ \ yc\ / 0/H UTILITIES
C/L CENTERLINE PERMANENT SEEDING ` L ` DTI 02 SW-3 I I l \ o TO 8E.I(N/ �G ��
C.O. CLEAN OUT O (DETAIL ) / x g I FFEr.'S8. CRETE SLAB g` '
W.M. WATER METER 30 15 0 30 60 LD / f F r 1 OC f 2" POTABLE WATER SE
FIRE HYDRANT �I �, 1 REMOVED yyo Eoy VICE LINE
r o / dA PLATFORM 'oJ C t ..'. C011
F.H. h u 1 'O, coti° o� ::',::.5. ' °�
M.H. MANHOLE �� I ,'I I a\\� or 1 �y.� ` gf O° C7ED. �, X4' p' �?
M.B.L. MIN. BLDG LINE F �'5, -- �� 1 :� a °yo POLE
N.D. NOSE DOWN CURB / x r, \ROOF DRAIN /' R P O y .
TOP OF WALL ELEVATION ' '�� '' Sor 28 -'"n LEADERS TO CORE �b 5 S. , „ ° SPLASH
�� 1' '� '�' ���` THROUGH SLAB WAILS 69 Lj oo�W TO GRADE
TW7.4 rr Y &CONNECT TO PVC. • d
TC3.7 TOP OF CURB ELEVATION PAMLICO SOUND �G \�/ �`'• EXISTING WOODEN WALK
TBR To BE REMOVED SEE on s, 7HS SHEET. D. r /
OVERHEAD ELECTRIC "z TBR -- \
A P P MINE\a ` RQ 7 .�a D.S., J
-0H / p7 , `' - ,0 l v 4 �? Oas AT CROSS NGLOCA ON OF lC SWR. i� i
/�<^ x / 2 AIV X l� s• t2t 6"PVC OVER SWR i'i' `
UGC UNDER GROUND ELECTRIC rFy 3,6 1 /O _ o a o �` BACKFLOW PREV=NTER
"PVC UN V!A R , i -3 IN CONC. VAULT
EXISTING TREE LINES \ `\ E 1\ 1 :,'F F s"MIN ARANCE
..................... ,�....,....,.,.. ,..,,.. 30' & 20' TAR/PAMLICO RIPARIAN BUFFER � � s �' �' 1 2b 29 FM- ; ,�,," �,' ° x
500 RIPRAP REVETMENT a RIP RAP
- - - - - - 75' AEC SETBACK �� °\ p "\`', ' 1'r'' _ D.s Lp 4-WAY C NECTION ♦ �' + �9 7�„ CONTROL CORNER "F3»
HIGH WATER LEVEL HwL UNDER CONSTRUCTION PER CAMA \� TENN 1 `4.51 ''' b �- -- 2�L. --______ OINV=4.6c PROX, 32
�Aa a',.
< 19 �;X �� � � i i\ar i � � N 510723.90
( ) fiS OF OOU\a CONNECT ROOF LEADER T PVC, , i a E 2900758.18
COASTAL WETLAND LIMITS (CWL) GENERAL PERMIT 46569; REMNP�E1eP� "� 'ROM
coEs BELOW cR TD \ NRN UNDER SLAB(PE DTL -,�,° ;� EXISTING
GENERAL NOTES._ STEVE TROWELL 18 OCT 2006 G- SEPTIC TANK
�K y a 1 ' \-8"PVC O INV(HORIZ)- \\ CONFECT CONDENSATE LINE TO �, �' TO - BENCH MARK
I d u, `c �# \ \. \ INV Ol?T-2.9 \ PVC 91 , .o ,,
as \ \ SCREEN END CAP \ 8 ia, ,!' N.O.S. SURVEY DISK
1. OWNER INFORMATION: DEPT OF ADMINISTRATION _ 25 \\ CONC. ONNECT DOWNSPOUT \ ate• "47925.
/ G� \ �_ 3' CONCRETE N 510725.04
1 TO PVC AND TURN °
Tu �� FEN C, ` BIB \\ NDER SLAB. s N�` ' WALK E 2900714.36
/�� V1A �.\. NEW SPHALT EE �s s i , �ar ELEVATION = 5.17'
0
NC CENTER FOR THE ADVANCEMENT OF TEACHING (NCCAT) GRAIN ., DTL s,THs s�T. td,
�� �_` PAVEMENT 2A r , NAVD 1988
301 N. WILMINGTON ST.�� A `
RALEIGH NC 601 LD "►. `'`-' \\ ��"y' N51 '9 o"E x N.C.G.S. STATION "FLAGPOLE"
27 i' N.C. GRID COORDINATES
919-247-3394 �' 1 \
',� ;may �-`' \•-• .�;:• \ `O' 12'87' Cn , 5 N 510719.0442 FT.
u u/ i. iS.. \ \1\ ' �38°24'44"W°' . E 2900716.4096 FT.
S O ` \� NAD 1983
2. ENGINEER CONTACT INFO: GEORGE ELLINWOOD, PE h'/ _ $: �� a` r\� o�� SCALE FACTOR = 0.99987s4
EDApa HWL h� nO`\a` ��ae PS :y^\\,` �O LAN 35-06-56.66688
� + :�.-':F_�REF4. t�it�ED � O� �' '�`a LONG 075-59-15.10054
4140 PARKLAKE AVE, STE 300 O a '
a 5'. : ,,{ + ,' METER
RALIEGH NC 27612 �O x4,g :z pl.E ,%� PANES 0
/_ u : `r'.'. ` :2 $ SILVER LAKE HARBOUR
\ STEEL
919-781-1083
EX . uu,'' Q 0, / '.` 60• %'.' ° PUMP
d GAvLL
itv • •'-� k a \\ _ f,BULKHEAD '
3. CONTACT ENGINEER IN CASE OF ANY DISCREPANCIES MORE THAN \' '
x ' ��,' ,
0.2 FROM SHOWN EXISTING ELEVATIONS. r �' , - % . �°�' " .�,'��1CAAAc
4. UNLESS OTHERWISE NOTED, ROOF DRAINS SPLASH TO GRADE.
5. FEMA INFORMATION : SUBJECT PROPERTY AND ALL STRUCTURE LIE ENTIRELY WITHIN J A' o� Z
FEMA FLOOD BONE AE EL 9 PER FIRM NUMBER 3702950100J, EFFECTIVE 5 15 03.�' ♦ D36 L
( ) / / GEOTHERMAL♦ h. �':`. 36
FEMA ZONES SUBJECT TO CHANGE BY FEMA ;r �� -'� y)) 23I Z •
FIRM COMMUNITY: HYDE COUNTY > WELL
NUMBER: 370133 PANEL: 9501 y/, SUFFIX: JWALK�&�y o9T p �ea
6. VERTICAL DATUM: NAVD 1988, REFERENCE BENCH MARK: NORTH BASE ELEV. = 1.12 �K� ' AREA / : ,• - �� EAS!*fE_NT EF �r®®' D. °®+
�e
CL OF 10' UTILITY EE LINE 036 +rlll�o'oo,
u r EASEMENT ' �'� ' / CC�tSS EASEMENT
STORM
WATER NOTES: ' i
APPROXIMATLEY 5240 S.F. OF ROOF IS DIRECTED TO EXISTING CISTERNS. �' uv. ' �X 'APPi LE L L.R.
*RUNOFF FROM ,'�� ��'� /� I Now oR FORMERLY �'' �' I , ' CONC: LEVEL SP,READ�R o O �' �, SEE DE`�AIL 02, SHEET $W-3 N �' �
* OAD SURFACES SHEET FLOW INTO A PREFORMED SCOUR NORTH CAROLINA CENTER FOR TbiE
RUNOFF FROM 1 su_y , ,� co o
IJN-OFF IS FILTERED THEN FLOWS THROUGH VEGETATION - ADVANCEMENT of TEAHI - o 9
HOLE WHERE R �''4, - ----- -- -% a
ULTIMATELY INTO SILVER LAKE.
-ARE-Ft-- 160,460 SQ. FT. +LL 68s�'ac.
/ AREA TO SHORELINE BY/Coo IN)AS i
*RUNOFF FROM ALL EXISTING PERVIOUS DRAINAGE AREAS SHEET FLOWS PARCEL N0. k�363 i °04
AND INFILTRATES INTO NATURAL EXISTING SANDY SOILS. r ' x36
MI IIMIZE IMA T T HWt
*THE CISTERNS CONTAIN THE 25-YEAR EVENT WHEN EMPTY. --
r�r �o; 83°40'30" E,'� ' ,��/ �i'� E ISTING TRS
STORM WATER IN CISTERN WILL BE STORED AND PUMPED AS REQUIRED FOR S ,�� 60.47' E TREE P;\ CTI I / �� co
GRASSED AND VEGETATED AREAS WATERING/IRRIGATION. �yi TL 049 ES ) `' `o
*ONCE THE CISTERN REACHES ELEV 5.7, ADDITIONAL FLOW VOLUMES WILL -f'� 46 58
LOCATION �
FLOW OUT OF OVERFLOW PIPES OUT OF THE TANK TO A VEGETATED SWALE. �of MILITARY TOWER 108.68
Fu
*25-YEAR FLOW = (0.39AC)X(4.5IN) = 40,885 GAL. ry'30 713
/
a FENCE
*TOTAL AVAILABLE STORAGE = 47,000 GAL. APPROXIMATEIt
r u \\
*10-YEAR 24-HOUR PEAK FLOW TO PROPOSED PREFORMED SCOUR HOLE=4.8 CFS ---------o
*TOTAL RUNOFF FROM 1.5 INCH STORM=0.08 ACRE -FT - '��-�r'``� ���'r``-� a,Gj�\ NOW OR FORMERLY � GG OO
3 UNITED STATES COAST GUARD ----' W �h
r / SIP OCRACOKE UNIT, 5th DISTRICT c Z ` z
a a�i HYDE COUNTY, NORTH C29 PG.
` ST RMWATER PLAN
r h '' D.B. 27 PG. 400 AND D.B. 29 PG. 447 0 \ a
10-1111, AREA = 63,212 sq. ft. (1.541 ac.) N \ N`
2 SEE RIPRAP REVETMENT , N89°11'31"E SW-1
ABOVE �, ----- ➢�
,aaaa`------ ,' BEN ARK \ � I 1 7/?��/ �>/\o r�n�cNr' z
C 30 15 0 30 60
NORTH BASE" I GRAPHIC SCALE
o N.C.G.S. STATION "OCRACOKE LIGHTHOUSE"
� ON 508268.4749 COORDINATES �Ao , - '
/----/ ELEVATON= 1.12' 1' \ \N.C. GRID C�
TREE LINE NAVD 1988
1 30'
k9 0 I E 2901242.0712 FT.
101,
r r ° ( SCALE FACTOR = 0,9998757
5 E
/90MIN
�Vl
V
z
z
o`-'
'��' E-+w
.-�
R '�' E-4
O
O�cnxM�
�A
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w
O
STORMWATER PLAN
2004414
ISSUED: 10/28/2005
DWG BY: JPM
CKD BY: GHE
REVISIONS
1 11 /27 /2006
SHEET NO.
Sw-1
OF

BIB
NEW ASPHALT
W W
PAVEMENT 2,
W
w \ W W
�W
W
W4 2,3
�C-0N'C.RWWWWWRIPRAW��
PLANTING KEY:
1 Southern Cedar
(juniperus siliciola)
QUANTITY
AREA
QUANTITY
5 EA
Z S82'15'03"E
'z. 675.24'
2
SW-2
r-.\`\AI
=�I 1 .imli� p.
GRAPHIC SCALE
SCALE=1 "=10'
10 5 0 10 20
IDAMLICO SOUND
$�,lJ6
RIP RAP SHORELINE
,PROTECTION
IJI
END 500' RIPRAP REVETMENT.
BEGINNING OF WINGWALL RIPRAP
REVETMENT EXTENDED TO EXISTING
STONE JETTY.
UNDER CONSTRUCTION PER CAMA
GENERAL PERMIT #46569;
STEVE TROWELL; 18 OCT 2006
;I'A-;I
i
I
I
PAMLICO SOUND
I
1
1 500' RIPRAP REVETMENT
1 UNDER CONSTRUCTION PER CAMA
GENERAL PERMIT #46569;
1 STEVE TROWELL; 18 OCT 2006 /
SILVER LAKE CHANNEL
REMAINS OF
BULKHEAD
yg 0-40'30" E,
60.47
LOCATION
f,
OF MILITARY TOWER
FENCE
NOW OR FORMERLY
UNITED STATES COAST GUARD
SIP
OCRACOKE UNIT, 5th DISTRICT
HYDE COUNTY, NORTH CAROLINA
D.B. 27 PG. 400 AND D.B. 29 PG. 447
AREA = 63,212 sq. ft. (1.541 ac.)
Xz 92
'AL WETLANDS
LINE
DWQ ZONE 1
kxWQ
ZONE 2
u
AEC
NOW OR FORMERLY
U.S. DEPARTMENT OF THE INTERIOR
NATIONAL PARK SERVICE
CAPE HATTERAS NATIONAL SEASHORE RECREATIONAL AREA
TRACT 539
TRACT 15-102
OCRACOKE FERRY TERMINAL
7 \
W
X0 X= N+
`0
p
U
N
N
°
Q
C
l
7
BEN�y1 MARK
"NORTH 'BASE"
ELEVATION= 1.12'
NAVD 19B8
,', w�
-, I -A- I
-/l
,'0027 W S85-11'32"W
ffl!M��1111111 III!
A
PARCEL 1
AREA = 15,738 SQ.FT.
/ c
f �o
—HK
N89'11'31"E -
N
,
ZON
"OCRACOKE
o N.C.G.S.
STATION LIGHTHOUSE"
v 1
_( (d
N.C. GRID COORDINATES
n�
N 508268.4749 FT
C p i1
I *
E 2901242.0712 FT.
vl N
SCALE FACTOR = 0.9998757�
m o
6,
co
cn
SILVER LAKE
HARBOR
/
f
RIP RAP SHORELINE
PROTECTION
PROPOSEt) DRAINAGE
GRAPHIC SCALE
SCALE=1 "=40'
I I 1
40 20 0 40 80
a. o
. N
0
0
z
m
f
o
a.
N.C.G.S. STATION "OCRACOKE LIGHTHOUSE"
N.C. GRID COORDINATES
N 50B268.4749 FT.
E 2901242.0712 FT.
NAD 1983
SCALE FACTOR = 0.9998757
SILVER LAKE
HARBOR
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PROPOSED
DRAINAGE
2004414
ISSUED: 10/28/2005
DWG BY: JPM
CKD BY: GHE
REVISIONS
1 1 11/27/2006
SHEET NO.
SW-2
OF

TEMPORARY SEEDING IS REQUIRED DURING PERIODS WHEN
PERMANENT WILL NOT SUCCESSFULLY ESTABLISH. APPLY TEMPORARYloon®°p0°u000noBoo®®o
A000��, o°BA O
SEEDING DURING THIS PERIOD:
EXISTING TREE - _ e-
_(} of Cl2 ►'0 0=
AUGUST 15-DECEMBER 30ko
APPLY PERMANENT SEEDING DURING THIS PERIOD:
.�t�Q�endnuu°���Q\\,,,
MANHOLE RAME & GRATEwill I
EXISTING RAISED CONC. RINGS �I APRIL 1-JULY 15
ELEV.=7.26 'SAW -CUT 8c REMOVE NEW TOPPI G SLAB ''- 'f ° 00
SAWCU
(4 TYP.) FEATHER T EX. GRADE &fi- SEEDBED PREPARATION: �� •o�
I
0.1 MATCH WIT PROP. CONC. SLAB I PREPARE SEEDBED TO A WELL -PULVERIZED, LOOSE, UNIFORM SURFACE.
DRIPLINE �i I I APPLY LIME AND FERTILIZER TO THE SOIL AND MIX TO A DEPTH OF It TCO
' 6". APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST OR = •�'
i 3' MIN. STAKE
HEIGHT ABOVE AGRICULTURE LIMESTONE AT A RATE OF 70LBS. PER 100 SQ. FT. AND
PROTECTIVE fV•°° °°°°04
BARRIER GRADE 500 LBS PER ACRE 10-10-10 FERTILIZER. NITROGEN AT G �,
�.
5.5' O.7 I A RATE OF 50LBS PER ACRE THE FOLLOWING APRIL.
TEMPORARY SEEDING: o
SEED RYE GRAIN EVENLY AT 120 LBS PER �" z Q
>>
2" PVC INVERTS 2 PVC ,�, ( r Jl� 1 I, ACRE, TO NO DEEPER THAN 1/2 INCH. o �Q o �� �o
EX WHEEL VALVE AND DIP LINE TO BE REMOVED �" - ' '�' �� ` � I I II � ° °_ o 3
@ 0. 3' FROM BOTTOM �� OTHER SEEDING, RATES & TIMES REQUIRE' _�
-� ``_" A E APPROVAL. a OE Q o s
AND OPENINGS SEALED WATERTIGHT NOTE: / o a3
6" DIP OF BOX (4 TYP.) °� ` N N >> TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A PERMANENT SEEDING: 'a o �o
FROM PHASE I AND PROPERLY PLUGGED WITH CONCRETE. PVC FROM PHASE I PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE. 0 �� o o
4 TYPICAL BERMUDA GRASS AT 10 POUNDS PER ACRE. az o o a� s
ROOF DRAINS ROOF DRAINS MATCH DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO © E o C o 0 0
( THE TIPS OF THE OUTERMOST BRANCHEs. SOD WERE APPLIES FOR IMMEDIATE EROSION CONTROL. Way o o,�-
E X INVERT INTO TANK TREE PROTECTION DURING CONSTRUCTION o ° ° o
TO BE REMOVED ALL SEEDING: N a E w uE u v
EXISTING CISTERN SIDE VIEW (APPROX. 4.7). 1. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARK APPLY SEEDING USING A BROADCAST SEEDER, DRILL, CULTIPACKER a s _ o °
UNDER TREES. NO HEAVY MATERIALS SHALL BE STORED BENEATH TREES. RESULTS n c ~ ° ° o
CONTACT ENGINEER IF OF COMPACTION CAUSE WATER AND AIR NOT TO REACH THE ROOTS AND THE TREE SEEDER, OR HYDROSEEDER. BROADCAST SEEDING SHALL BE COVERED BY
WILL DIE. THESE 'FEEDING ROOTS" OCCUR WELL AWAY FROM THE BASE OF RAKING OR CHAIN DRAGGING, AND THEN LIGHTLY FIRMED WITH A ROLLER 6 o U
EXISTING INVERT NOT THE TREE TO THE EDGE OF THE OVERHEAD BRANCH CANOPY. DAMAGING OR CULTIPACKER. 4- 10 o M
> THE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE c� �, Cd
WITHIN 0.3' OF 4.7. IS PROHIBITED. APROTECTIVE BARRIER SHOULD PREVENT DAMAGE FROM MULCHING: '�' N � "x
61 ' OCCURING DURING CONSTRUCTION.
2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE APPLY MULCH IN COMBINATION WITH HYDROSEEDER SLURRY CONTAINING o c
TRUNK. THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT WOOD FIBER MULCH, OR BY HYDROSEEDER APPLIED OVER STRAW. ly� C -Z5
> UPRIGHT IN HIGH WINDS, REMOVAL OF THESE ROOTS ALONG ONE SIDE IS SPREAD WITH A BLOWER OR BY HAND. GROUND SURFACE SHOULD NOT U w
7.6 15.2 - OFTEN DONE BECAUSE OF A WALK, PAVING OR BUILDING WHICH IS BEING o
BE VISIBLE FOLLOWING MULCHING. o
CONSTRUCTED. 0 w
TYPICAL._ 3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION. MAINTENANCE: Z
RESEED AND MULCH AREAS WHERE SEEDING EMERGENCE IS POOR, OR N
8"X8"X10" TEE WHERE EROSION OCCURS. DO NOT MOW TEMPORARY SEEDING AND N
N VOU T= 5.5 PROTECT ALL SEEDING FROM TRAFFIC. FOLLOWING MULCHING. a
FLOAT TREE o
PUMP ON E L E V= 4.2 TYPICAL TREE PROTEC-ION DETAIL1041SEEDING SCHEDULE 03 0
PVC -NO SCALE o
8 ALARM ON ELEV=6.8 �" v
INVOUT=5.7
PUMP OFF ELEV=2.0
CORE 1" OPENING FOR
OVER FLOW CONNECTION TO PUMP NOTES:
w
CONC. WALL @INV= 6.8 1. ROUGH GRADE AREAS TO BE PAVED. CONTACT
ORIFICES TYP. THE ENGINEER TO OBSERVE THE SUBGRADE
6" PVC FCORE 8"DIA OPENING (SEE DTL 08, SHT C-8) UNDER PROOFROLLING. REPLACE ANY
INV, IN=4.7 CENTER OF WALL UNSUITABLE SUBGRADE MATERIALS WITH SUITABLE
EX6"DIP MATERIAL.
INV=2.5 .2. COMPACT SUBGRADE TO 95% STANDARD
.�
(3-TYP) ROOF DRAINS PROCTOR MAXIMUM DRY DENSITY. BIORETENTION XISTING GRADE
CISTERN LID (4 TYP) 2 PVC PIPE TO BE REPLACED 3. PROVIDE DESIGNATED PAVING SECTION AS POND
R-5901-E FRAME & GRATES W/ 6" PVC.
SHOWN BELOW AT THE LOCATIONS AND TOP of CONC.
SEE DTL 01 SHEE C-8 ELEVATIONS AND TO THE DIMENSIONS SHOWN ON ELEv=zz' T CLEAN
• • WATERTRONICS THE PLANS. - TYP.
( )0 WaterMAX a E-4
EDGE OF SLAB
RAMP AND RETAINING WALL Residential Landscape Turf Series a
..4 .• V -4 4' C '4 4q. C4 4 :e: < 3 HP,240V/SINGLE PHASE a Qa -
° 4 4 9 a 4 4 ` < Pump S t a t O n - #4 VERTICAL REBAR
d
17
>> #4 REBAR �. ° _
EXISTING 6 DIP FROM
MAIN BLDG. ROOF DRAINS 2" PVC (OR EQUIVALENT) @18°� O.C. a W�
IRRIGATION BEYOND PUMP PER ALLOWANCE a
TO BE REMOVED EX WHEEL VALVE AND DIP LINE TO BE REMOVED SEE ELECTRICAL FOR SERVICE FOR FLOAT 2" TYPE S9.5A ASPHALT 3> #4 HORIZONTAL
AND OPENINGS SEALED WATERTIGHT TREE AND PUMP INFORMATION. 8 ABC REBAR CONY. TYP
AND PROPERLY PLUGGED WITH CONCRETE. (SEE DTL 06, SHT C-9) a�
6"X46"X33" CONC. SLAB o Ou
EXISTING CISTERN PLAN VIEW W/ WWM @ 2"FROM 0-60. ��� P-om
BOTTOM OF SLAB JGHT DUTY Lo
(SEE DTL 06, SHT C-9) ABC d4 =
w ��cO
Fl-�
- E-4 � �
C o ^ E­oi
GRAVEL W � -<� W �
PAVEMENT AIL � � �
CISTERN DETAIL 06 102A CONCRETE LEVEL SPREADER DETAIL OZ �,
NO SCALE `0 S� _' _ SCALE: 1-1/2 =1 -o" r
80' `../ w
FROM EDGE -OF -PAVEMENT •j
-- TO TOP OF CONIC. LEVEL SPREADER
0
8 5' 10' 552'
BIORETENTION
POND 5'
CURB
(SEE 2/SW-2 FOR 994
LANTING LAYOUT) 6" CONIC.
d
6" CONC. FLUME �jy��®e® a g�►,��e®
APRON SEE 02/SW-3 ROLLOVER yerrrrrgrg"
ROAD FOR CONIC. LEVEL SPREADER _ CURB
SEE 2/SW-2 DETAIL P OR �0\�. _EVEL TREADER
ELEV-.35' - _ _ EROSION,
- - - - - - _ - - F6R�CAl�TfI�L�YOUT - - - - - -,n - - - - - - - - - 1 - - SEDIMENTATION,
-- --- -- ---- -- --- EEEV-2.- a 4:,y.�, II - & STORMWATER
_ELV _ -
-- ---- - - - - - -- - - -_ -- - - - -- - _ DETAILS
t
� v ,.I III II i I D
----- -- - ---
1.0' EEEV
- �
EEEV= _
�_ --�• =�,11=11!
III '�` •�`'• •II� III ;III III=
�I �I i - _ - - _ -
1�_;)0
I- -- - -
EE Ev 0.0 '�� � �C� o E��Ev.Illi I�i
I v. �_ -- � + � � �- � - - -- ISSUED: 10/28/2005
- -
--- - --- - - - -- �I
--- -�
� � - - _ ._ - - - -- - - - - - - - DWG BY: JPM
--- 1.0 NOTE: AT CENTERLINE, -DROP cKD BY:
FROM EL=2. '
EEEV-(-)1.0'
0 TO EL.-1.0
- SECTION B-B
WOVEN IN 8 FT REVISIONS
GEOTEXTI EE 1 11 /27/2006
FABRIC NCDOT CLASS B
RIPRAP
(2 LAYERS)
SHEET NO.
VC;TI ON A- A
PREFORMED SCOUR HOLE AND BIORETENTION / LEVEL SPREADER PLAN
SW
-3
HORIZO`.- AL SCALE: 1 =2.0' - VERTICAL SCALE: ' =2.0 101 I 1 OF

LEGEND:
4
EXIST'G CONTOURS
♦
PROPOSED MINOR CONTOURS
S-®
PROPOSED MAJOR CONTOURS
�XX
12.25
NEW SPOT ELEV.
UNO
UNLESS NOTED OTHERWISE
R/W
RIGHT OF WAY
C/L
CENTERLINE
C.O.
CLEAN OUT
W.M.
WATER METER
F.H.
FIRE HYDRANT
M.H.
MANHOLE
M.B.L.
MIN. BLDG LINE
N.D.
NOSE DOWN CURB
TW7.4
TOP OF WALL ELEVATION
TC3.7
TOP OF CURB ELEVATION
TBR
TO BE REMOVED
OHE
OVERHEAD ELECTRIC
IJGE
UNDER GROUND ELECTRIC
EXISTING TREE LINE
- - - ,,,,,, - - ,,,,,. ,,,,,,
30' & 20' TAR/PAMLICO RIPARIAN BU F
75' AEC SETBACK
,,,,, - ,,,,,, ,m,,, ,,,,,, ,,,,,, e,,, ,,,,,
HIGH WATER LEVEL (H WL)
COASTAL WETLAND LIMITS (CWL)
GRASSED (SEE DTL 03, D-2)
LIMITS OF
DISTURBANCE
42,266 S.F. - 3,282 S.F. (EXIST. BLDG/CISTERN.) = 38,984 S.F. =0.89 ACRES
EROSION CONTROL DEVICE SYMBOL LEGEND
LIMITS
O
e
DISTURBANCE
DIRECTION OF
RUN-OFF
SILT FENCE
O
� (DETAIL 03, ES-2)
o
(DETAIL 01 ES-2)
CONSTRUCTION ENTRANCE
PS
(DETAIL 02, ES-2)
PERMANENT SEEDING
(DETAIL 02, ES-2)
SOD PLANTING
TREE PROTECTION O
(DETAIL 04, ES-1)
CONSTRUCTION SCHEDULE:
1.) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2.) FLAG DISTURBANCE LIMITS.
3•) INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.
4.) INSTALL SILT FENCE. SEE DETAIL 03, D-1. ATTACH TO EXISTING
CHAIN LINK FENCE, WHERE AVAILABLE.
5.) REMOVE ROOT MATERIAL AND GRADE SITE AS REQUIRED FOR
ROAD CONSTRUCTION. (IF APPLICABLE) AND TEMPORARY SEED AREAS AS SHOWN
WITHIN 21 DAYS OF DISTURBANCE
6.) COMPLETE FINAL GRADING OF GROUNDS,TOPSOIL CRITICAL AREAS
AND PERMANENTLY VEGETATE. (WHERE APPLICABLE)
7.) INSPECT ALL EROSION CONTROL DEVICES WEEKLY AND
REPAIR/REPLACE AS NEEDED.
8.) AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND
INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS.
GENERAL NOTES:
PAMLICO SOUND
500' RIPRAP REVETMENT
UNDER CONSTRUCTION PER CAMA
GENERAL PERMIT #46569;
STEVE TROWELL; 18 OCT 2006
1. OWNER INFORMATION: DEPT OF ADMINISTRATION
NC CENTER FOR THE ADVANCEMENT OF TEACHING (NCCAT)
301 N. WILMINGTON ST.
RALEIGH, NC 27601
919-247-3394
2. ENGINEER CONTACT INFO: GEORGE ELLINWOOD, PE
4140 PARKLAKE AVE, STE 300
RALIEGH, NC 27612
919-781-1083
3. TOTAL PROPERTY AREA (SURVEYED): 3.6 ACRES
4. FEMA INFORMATION: SUBJECT PROPERTY AND ALL STRUCTURE LIE ENTIRELY WITHIN
FEMA FLOOD ZONE AE (EL 9) PER FIRM NUMBER 3702950100J, EFFECTIVE 5/15/03.
FEMA ZONES SUBJECT TO CHANGE BY FEMA
FIRM COMMUNITY: HYDE COUNTY, NUMBER: 370133 PANEL: 9501, SUFFIX: J
5, VERTICAL DATUM: NAVD 1988, REFERENCE BENCH MARK: "NORTH BASE" ELEV. = 1.12'
6. PROPERTY ZONING: UNZONED (HYDE COUNTY)
ADJACENT PROPERT ZONING :UNZONED
7. ZONING JURISDICTION: HYDE COUNTY INSPECTION OFFICE
REMAINS OF 0
BULKHEAD
NOW OR FORMERLY
U.S. DEPARTMENT OF THE INTERIOR
NATIONAL PARK SERVICE
CAPE HATTERAS NATIONAL SEASHORE RECREATIONAL AREA
TRACT 539
TRACT 15-102
OCRACOKE FERRY TERMINAL
20' INGRESS -EGRESS
EASEMENT (FOLLOWS
CENTERLINE OF EXISTING
SAND ROAD)
SITE
cg�A
OCRACOKE ISLAND
HYDE COUNTY
NORTH CAROLINA
PAMLICO SOUND
7RV SITE
GRASSED XREA\\
,/A�L
\
\\ T \BE \S\EED\Ep \\ \ \ \\
(SEE\\DTL\05, '$HT D 1)\\ \\ \\
\\ \\ \\ \\ \\ \\
\ \
\\ \\
APPROXIMATE LIMITS OF EXISTING
- PINE\ \ \ \ \
\\ \\ \ \ \\ \ \
WASTEWATER DRAINFIELD
8 LINES, 110;L.F. EACH AT 6' O.C.
EX. CONORETE
•' \ D\S \\ \\ \ %j
' - • \T\0 SPLA
\
DIST. BqX
EX. 4," SAN. SEWER
GE
41� 2" POTABLE WATER SERVICE LINE
- ,
7 , z
/
V.5 S. ....0"7 SPLASH
`\ LE
EXISTING WOODEN WALK
----_TOP OF BANK
BACKFLOW PREVENTER
IN CONC. VAULT
CONTROL CORNER "B"
N 510723.90
E 2900758.18
BENCH MARK
N.O.S. SURVEY DISK
"4792A"
N 510725.04
E 2900714.36
ELEVATION - 5.17'
NAVD 19BB
N.C.G.S. STATION "FLAGPOLE"
N.C. GRID COORDINATES
N 510719.0442 FT.
E 2900716.4096 FT.
NAD 1983
SCALE FACTOR - 0.9998754
LAT 35-06-56.66688
LONG 075-59-15.10054
j
O���p0 ` ` DOBO •CV
�
OCRACOKE TO FIATTERAS
FERRY TEREIINAL Q C e Oo
� 1� mn•(v`
12
(100
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= e�`eW=
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VICINITY MAP
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NOT TO SCALE
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SIL VER LAKE
HARBOR
EROSION +
SEDIMENTATION
CONTROL PLAN
GRAPHIC SCALE
1" = 30'
•GA
h
v
v
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A
EROSION &
SEDIMENTATION
CONTROL PLAN
2004414
ISSUED: 10/28/2005
DWG BY: JPM
CKD BY: GHE
REVISIONS
1 11 /27 /2006
SHEET NO.
ES-1
OF

TEMPORARY SEEDING IS REQUIRED DURING PERIODS WHEN \`\0\,0,111111111
PERMANENT WILL NOT SUCCESSFULLY ESTABLISH. APP:=Y TEMPORARY ��1pp0o®oon
c� SEEDING DURING THIS PERIOD: ®
EXISTING TREE
C
AUGUST 15--DECEMBER 30
o �
Q °p00000am
� �-- APPLY PERMANENT SEEDING DURING THIS PERIOD:
I
APRIL 1-JULY 15
_
�'llllll ,l
�.
SEEDBED PREPARATION:
' PREPARE SEEDBED TO A WELL-
DRIPLINE--- �i I PULVERIZED, LOOSE, UNIFORM SURFACE. � c
APPLY LIME AND FERTILIZER TO THE SOIL AND MIX TO A DEPTH OF 4 T6 Lo
i
i 3' MIN. STAKE 6". APPLY LIME AND FERTILIZER ACCORDING TO SOIL TE `3T OR
PROTECTIVE -----r —HEIGHT ABOVE AGRICULTURE LIMESTONE AT A RATE OF 70LBS. PER 10(70 SQ. FT. AND BARRIER _ ; v I GRADE 500 LBS PER ACRE 10-10-10 FERTILIZER. REFERTILIZE WITH NITROGEN AT
A RATE OF 50LBS PER ACRE THE FOLLOWING APRIL.
TEMPORARY SEEDING: _
_�— SEED RYE GRAIN EVENLY AT 120 LBS PER ca z a ~�, \l �' ACRE, TO NO DEEPER THAN 1/2 INCH. Q �W -
a"I1
OTHER SEEDING, RATES & TIMES REQUIRE
NOTE:' A/E APPROVAL. _
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A PERMANENT SEEDING: �o
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
a<
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO BERMUDA GRASS AT 10 POUNDS PER ACRE.
N
THE TIPS OF THE OUTERMOST BRANCHES. IL ° ~ g
SOD WERE APPLIES FOR IMMEDIATE EROSION CONTROL. , Q L o a o
TREE PROTECTION DURING CONSTRUCTION W
ALL SEEDING:
1. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARK APPLY SEEDING USING A BROADCAST SEEDER, DRILL, CUhTIPACKER � ` U
UNDER TREES. NO HEAVY MATERIALS SHALL BL STORED BENEATH TREES. RESULTS
> E
OF COMPACTION CAUSE WATER AND AIR NOT TO REACH THE ROOTS AND THE TREE , OR HYDROSEEDER. BROADCAST SEEDING SHALL 13E COVERED BY �� G
WILL DIE. THESE "FEEDING ROOTS" OCCUR WELL AWAY FROM THE BASE OF SEEDER
THE TREE TO THE EDGE OF THE OVERHEAD BRANCH CANOPY. DAMAGING RAKING OR CHAIN DRAGGING, AND THEN LIGHTLY FIRMED WITH A ROLLER 25 'In,o
THE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE OR CULTIPACKER. �. oc o
IS PROHIBITED. APROTECTIVE BARRIER SHOULD PREVENT DAMAGE FROM
OCCURING DURING CONSTRUCTION. MULCHINGct
: b N Q
2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE APPLY MULCH IN COMBINATION WITH HYDROSEEDER SLURRY CONTAINING a
T
RUNK. THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT WOOD FIBER MULCH, OR BY HYDROSEEDER APPLIED OVER STRAW. 0 x
UPRIGHT IN HIGH WINDS. REMOVAL OF THESE ROOTS ALONG ONE SIDE IS SPREAD WITH A BLOWER OR BY HAND. GROUND SURFACr SHOULD NOT
OFTEN DONE BECAUSE OF A WALK, PAVING OR BUILDING WHICH IS BEING
CONSTRUCTED. BE VISIBLE FOLLOWING MULCHING. ® N
3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION. MAINTENANCE: o w
N
BLANK RESEED
ANDMULCH AREAS WHERE SEEDING EMERGENCE IS POOR, OR �; N
EROSION OCCURS. DO NOT MOW TEMPORARY SEEI)ING AND '" tn
PROTECT ALL SEEDING FROM TRAFFIC. FOLLOWING MULCHING.
TYPICAL TREE PROTEGi10N DETAIL SEEDING SCHEDULE NO SCA_� S.
NO SCALE EDULE[03- 5
o t
FENCE NOTES:
NOTES: a
1. LOCATE POSTS DOWNSTREAM OF FABRIC TO HELP SUPPORT FENCING
1. ROUGH GRADE AREAS TO BE PAVED. CONTACT AND AT A MAX. DISTANCE OF 6-O.C. W/O WIRE MESH AND 8'O.C. \
THE ENGINEER TO OBSERVE THE SUBGR;\DE
UNDER PROOFROLLING. REPLACE ANYW/WIRE MESH.
UNSUITABLE SUBGRADE MATERIALS WITH SUITABLE 2. BURY TOE OF FENCE APPROX. 8" TO PREVENT UNDERCUTTING.
MATERIAL.
2. COMPACT SUBGRADE TO 95% STANDARD 3. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN TO A SUPPORT
PROCTOR MAXIMUM DRY DENSITY. POST AND OVERLAP TO THE NEXT POST.
3. PROVIDE DESIGNATED PAVING SECTION AS 4. OPTIONAL FENCING ACCEPTABLE IF APP
SHOWN BELOW AT THE LOCATIONS AND ROVED BY
ELEVATIONS AND TO THE DIMENSIONS SHOWN ON APPLICABLE AUTHORITIES
THE PLANS.
FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS
AND STABILIZERS AND SHALL CONFORM TO THE FOLLOWING:
FILTERING EFFICIENCY: 85% MIN.
SLURRY FLOW RATE: 0.3 GAL/SQ.FT./MIN (MIN)
TENSILE STRENGTHi @ 20% ELONG.: 30#/LIN.IN. (STANDARD)
50#/LIN.IN. (EXTRA STRENGTH)
1-4
2" TYPE S9.5A AS''HALT USE FENCE A OR B o
WIRE EXIST. CHAINLINK: OR ►—i 8" ABC 2 PER PIES OST METAL STAKE A � [� w
106 0 0i-O
0 00 o X B E°'� Qi CC`
°° O�
ao �o�oo � �
LIGHT DUTY ASPHeI T Z ^
� I 6 11 I — W ►� I l
4 4- � � II II o 00o A: STANDARD STRENGTH I�II I I 1: EXTRAFABRIC OVER 14 GA.
U
0 6X6 WIRE MESH. STRENGTH FABRIC
0 0
00 poo��� 00800
GIRLSL SECTION ELEVATION w
PAVEMENT DETAIL. TEMPO u E.. o o
= S - = _ 02 A RARY SILT PENCE
NO SCALE 02 r 1
w w
�w0
8' '.' ': DIVERSION j--�
PUBLIC ROAD 6" MIN DEPTH 2"-3" COARSE
AGGREGATE
8" MIN HEIGHT DIVERSION
RIDGE
2% MAX SLOPE
BLANK _ -11I- Q
0 -I = -I = -I = -
-- -� p�
m ��µ CAA
o p O GEOTEXTILE FABRIC EROSION
a UNDERLAYMENT
SEDIMENTATION
SECTION L DETAILS
s CONSTRUCTION NOTES:O •``
13
FOUNDATION AREA. GRADE AND DRAIN FOUNDATION FOR POSITIVE DRAINAGE.
�1v �
1.) AVOID CURVES IN PUBLIC ROADS AND STEEP SLOPES. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE ®4rIt0�®Iw9 200441
2.) IF THE SLOPE TOWARDS THE ROAD EXCEEDS 2%, CONSTRUCT RIDGE, 6 TO 8 INCHES HIGH WITH 3:1 SIDE SLOPES, ACROSS THE FOUNDATION ISSUED: 10/28/20
PLAN APPf�OXIMATELY 15 FEET FROM THE ENTRANCE TO DIVERT RUNOFF FROM THE PUBLIC ROAD.
DWG BY: JPM
3-) P'_` GEOTEXTILE FABRIC ON GRADED FOUNDATION TO IMPROVE STABILITY, ESPECIALLY WHERE WET CONDITIONS ARE ANTICIPATED. GK D BY:
4-) PLACE STONE TO DIMENSIONS AND GRADE SHOWN ON PLANS. LEAVE SURFACE SMOOTH AND SLOPED FOR DRAINAGE. REVISIONS
5-) DI'. _ T ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE PAD TO A SEDIMENT TRAP OR BASIN.
1 11 /27/2(
6-) INSTILL PIPE UNDER PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE,
7) AAA "'T"AIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. SHOULD MUD BE TRACKED OR WASHED
O'• THE EXISTING ROAD, THE CONTRACTOR SHALL REMOVE IT IMMEDIATELY.
SHEET NO.
�1%
05 CONSTRUCTION -
_ N EIvrRANc 2
E DETAIL 01
NO SCALE OF