199-08 OVERSIZED PLANS 10/2008

;ROGUE SOUND
SE W. FORT MACON BLVD.
F
OJIT
MACON BLS
ITE ATLANTIC OCEAN
VICINITY MAP N.T.S.
LEGEND
EIR
EXISTING IRON ROD
EIP
EXISTING IRON PIPE
EPK
EXISTING PK NAIL
ECM
EXISTING CONC. MON,
ERRS
EXISTING R/R SPIKE
SIR
SET IRON ROD
CP
CALCULATED POINT
MHW
MEAN HIGH WATER
N/F
NOW OR FORMERLY
MB
MAP BOOK
DB
DEED BOOK
PG
PAGE
PP
POWER POLE
LP
LIGHT POLE
OE
OVERHEAD ELECTRIC
ELEC
ELECTRICAL PEDESTAL
TRANS
ELEC. TRANSFORMER
TEL
TELEPHONE PEDESTAL
TV
CABLE TV PEDESTAL
WM
WATER METER
CO
CLEAN OUT
MW
MONITORING WELL
-----'
LAND DISTURBANCE LIMITS
SILT FENCE
m
DEMOLITION
N=351 770
E-2664862
N/F GLIC, LLC
D.B. 900 PG. 627
NCPIN 636519513829
SHUTTERS AT SEACREST
N C G S NOV 0 4 2008 i
MONUMENT
"HOLIDAY" DIVISION OF
N — 352 , 377. 035
COASTAL MANAG MENT
E = 2 , 665,947.076
N C G S
---_--_-
L
------- MONUMENT
---------- ------------------ "SHERATON „
-------------_-_------------
SALTER PATH ROAD
10o' PUBLIC RIGHT OF WAS
BACK
E I R OF CURB.
BESIDE ,
RIGHT OF
WAY MONUMENT m.�I- "7 PP;
SILT FENCE, t p `
rf TYP ` f
N 8 5° 16 ` 59
pp
`,. CONtROL — Q
_ ow is r BOX —
PLACE SILT FENCE ALONG —
PROPERTY LINE AFTER ASPHAL
HAS BEEN REMOVED
O
t}s
LAND DISTUBANCE---' G
LIMITS (3.75 AC)
FNCE7
N=351967
E=2665437
0---�
r
TANKS (6 )
13
r
d
EDGE OF
CO
�• /��F I �' � f r � r -• � -
REMOVE'APSHALT
PARKING LOT
+� J' ,r j r1l' 1,/f r",r�tr r��}/` f �J,.ff✓ r. .� ! � , t��' `�'�
t \ 'ASPHALT
f �3 r ; ,r hY f / !` tom•' CO FOR SEPTIC(20) j Ctt ING
rfrf
1 rS f r! elf f/ !/rrff Q-OOOOOOOI VO.CTzSb'dE?`60000 `
14.0
a
F
t
rr rrh-3 /`f 1l/rrrfr/fr fff /fri,r/rr /rfrr�/rf rk' f
O /r
o / %
LP r /
I R REMOVE APSHALT PUM
CURBING
REMOVE APPHALT—j HOUSE
PARKING LOT — --- -- - ----_-. ----.__-----_-
BtKOFURB�
LAND DISTUBANCE f
LIMITS (3.75 AC) }
FENCE
f
i
i
t
---------------------
t3't
� N
m
LO CO
co c0
i CO
0
r
624 85 _ _^--_------- —� GP
—„
S85045 27 W
SHEET #1 OF S
PROJECT #: PM1539-2
DESIGN FILE #: PM1539/PM1539-2/PM1539-2,DGN
O
LP
USE EXISTING ASPHALT ENTRANCE
AS TEMPORARY CONSTRUCTION
ENTRANCE
LAND DISTUBANCE
LIMITS (3.75 AC)
SILT FENCE,
9 x ----- _
WOOD
WALK
BACK/
OF CURB
1sT LINE °sSTABLEvEG.----------�=�51999 ----
—`_--_: —_ _--------`-- E=2665857
MEAN HIGH WATER LINE
78.08 CP
s85° 45 ` 27 "W N =3 51 822
E-2665563
ATLANTIC OCEAN
0 20 •
SALTER
PATH
ROAD
N= 3 5 2, 5 8 4.3 41
E= 2, 6 6 7, 9 31 - 6 2 3
80p PDBJI.,IC
RIGHT OF WAY
2 0 - 5 [
1995.51
N72035' 27 "W
°
N84 _02` _
o
0—N87Qa'37E
__— ---
- --------__---
—
EIR#LEIP
r
�___°
— 0-76.5 —
GUY RjW
'
MON
/f
LAND DISTUBANCE
LIMITS (3.75 AC)
j %
SILT FENCE,
TYP
x
L
o
SEEDING SCHEDULE
f
P CTI
O
OD
m
Lx
of
x CA
t CT)
Lod
I
I
421.64 CP
S85° 06' 33 "w
I
ro ^
00 0
V '
o�
Qrn
zrn
0-)
© 0)
�O
CDC
SEED BED PREPARATION
LIME----------------------------- 2 TONS/AC.
10-10-20------------------------- 1,000 LBS./AC
0-20-0---------------------------- 500 LBS./AC (AFTER SEEDING)
ASPHALT TACK -------------------- 200 GAL./TON OF MULCH
SEEDING MIXTURE
(FEBRUARY 1 -APRIL 30)
TALL FESCUE ------------- --------- 50 LBS./AC
PENSACOLA BAHIAGRASS--- ----10 LBS./AC
KOREAN OR KOBE LESPEDEZA (SCARIFIED) --- 50 LBS./AC
( MAY 1 -AUGUST 31 )
TALL FESCUE---------- ---------- 50 LBS./AC
KOREAN OR KOBE LESPEDEZA(SCARIFIED) ---- 50 LBS./AC
BROWNTOP MILLET-------------------- 25 LBS. /AC
(SEPTEMBER 1 -JANUARY 31)
TALL FESCUE ---------------------- 60 LBS. /AC
N/F TUCKER, BUNN INN KOREAN OR KOBE LESPEDEZA (UNSCARIFIED)--- 60 LBS./AC
D.B. 709 PG. 482 RYE (GRAIN)------------ ------ 25 LBS./AC
NCPIN 6365/962 0037 FOR SLOPES 2:1 OR STEEPER ADD 30 LBS./AC SERICEA LESPEDEZA
LOTS 5-7 LANDSCAPING MIXTURE
(JANUARY - MARCH 31)
FENCE ENCROACHES
OVER PROPERTY LINE
COMMON BERMUDAGRASS (UNHULLED)-----20 LBS./AC
(APRIL 1 - JULY 31)
COMMON BERMUDAGRASS (HULLED)-------12 LBS./AC
WETLAND SPECIES (PLANTED AROUND POND PERIMETER)
ARROWHEAD (SAGGITARIA LATIFOLIA)
BUTTONBUSH (CEPHALANTHUS OCCIDENTALIS)
BROOMSEDGE (ANDROPOGON VIRGINIANUS)
CATTAIL (TYPHA SPP.)
LIZARD'S TAIL (SAURURUS CERNUUS)
COiV3TRUGTION SEQUENCE
1. INSTALL SILT FENCING AT SPECIFIED LOCATIONS.
2. INITIATE AND COMPLETE DEMOLITION
3. REMOVE ALL UTILITIES ON SITE.
4. SEED ALL DISTURBED AREAS.
--------------�1=352015 EXISTING IMPERVIOUS AREAS
E 258,445.70 SF
DRIVE/ PARKING = 68,11I5'93 AC}
5.08 SF
BUILDINGS = 26,234.00 SF
SIDEWALKS = 4,30S.05 SF
POOL/ APRON = 4,737.52 SF
CONCRETE PADS = 257.43 SF
;TOTAL = 103,653.08 SF
N=351873
E-2666159
S85° 06' 33"w -- ---0
�" --- --- 176.54
EROSION 8: SEDIMENTATION CONTROL MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED
FOR STABILITY AND EFFECTIVE OPERATION FOLLOWING EVERY RUNOF=
PRODUCING RAINFALL EVENT OR AT LEAST ONCE A WEEK. REPAIRS
REQUIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AN:
FUNCTIONS INDICATED ON THE PLAN.
2. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING
WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE FENCE SHALL
REPLACED OR REPAIRED AS NECESSARY TO MAINTAIN BARRIER.
3. ALL SEEDED AREAS SHALL BE FERTILIZED. RESEEDED AND MULCHED
AS NECESSARY ACCORDING TO THE CONTRACT DOCUMENTS TO
ESTABLISH AND MAINTAIN A DENSE VEGETATIVE COVER.
12 GAUGE WIRE- MINIMUM
FILTER FABRIC
FIL R FABRI - -.T _.� ..__, ,
TYP 3. CLASS B -
F__ -4— I —.(—
COMPACTED FILL --__..;. _.
4
SILT FENCE DETAIL
NOTES: SCALE: NOT TO SCALE
I- USE WIRE A MINIMUM OF 32' IN WIDTH, AND A MINIMUM OF
6 LINE WIRES WITH 12= STAY SPACING.
2. USE FILTER FABRIC A MINIMUM OF 36' IN WIDTH AND FASTEN
ADEQUATELY TO THE WIRES-
3. PROVIDE 5' STEEL POST OF THE SELF -FASTENER ANGLE STEEL TYPE.
NOV 2 51008
REVISIONS:
Morehead city
REFERENCES:
OWNER: N/F OCEANFRONT RESORT REVEL.
Q.B. 1153 PG. 78
NCPIN 636519526065, 636519524034
ULMULIIIUN & LRUSION CONTROL PLAN
OCrEdAN1FIR0NI T DELWELO P ENM LL
MOREHEAD TOWNSHIP, CARTERET,i,, COUNTY, NORTH CAROLINA
CLIENT: OCEANFRONT DEVELOPMENT, LLC DESIGNED:
BTM
ADDRESS: 5113—B HWY 70 WEST CHECKED:
MOREHEAD CITY, NC 28557 RDC
PHONE: [phone] APPROVED:
RDC
/A STROUD ENGINEERIN(
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
t 47-7479a RONALD D4CLkLIPH 1
P.A.
OT—i07.°(61A1>��_
DATE:
1 aI27/08
SCALE:
�
�
" --
1 40
SHEET:
I'.L.
C E 1
Iq°I - (IA

----
----
------------------- --- ------------------------_______-____--------- - I - -- _------------------------ ------------_____---
--- . -_..--------------•_-------
-
ZONE X(SHADED)
S LTER AT ROAD S�:��CE� ��� ��.
T� •� �t RIGHT
WAY
p PUBLIC
RIGHT
y�c WAY
- ZONE X
��$ S J �& �f< rOF YT & (7�' V SDLAl� [R YGSl A �� Yi 9 0
.__ _--_---•,. ._EX..-F-I-RE--HYBRA1Vi"-` ..._
TO �r
•_ - RELOCATED _
SEPTIC ACCESS
DRIVE
f rr
N8So 6, 59 PR. FIRE
�r HYDRANT
ITIC PLANT AREA _
._ —1---------------------------------
_--___-
STANDARD
�/ HC
P a
400.20 /
STANDARD •{, � ��-�. y a ^
CURB 8. GUTTER
PROJECT SIGN
3'X 5' MAX E
25' PARK SETBACK-
---•-50' BUILDING SETBACK-�---•_ _ 4
1
} PERVIOUS PAVEMENT
STANDARD
CURB & GUTTER
H C V2/" H 0 ��l
,
ASPHALT��
ROLLOVER !
CURB i PERVIOUS PAVEMENT �
m
---1
0
c�
co
m
SITE DATA
TRACT AREA
VICINITY MAP N.T.S.
= 261 -440 SF ((
EXISTING LAND USE: VACANT
ZONING: MF1
BUILDING SETBACKS
FRONT: 50 FEET
SIDE: 10 FEET
REAR: 120 FT CAMA BUFFER
> . 002 AC)
�yl \u
D
DIViSi )N F
COASTAL MANAGEMENT
a ti, i
Qom.-
`���°' 1 , PROJECT PROPOSED TO BE SERVED BY SEPTIC
PLANT AND FIELD LOCATED ON SITE
." 37.92 f
m WATER TO BE PROVIDED BY TOWN OF PINE KNOLL SHORES
"�• I = 37.92 v"Ip OUNTAIN Pt { ° 924 I
N/FCAREA f
, TUCKER, BUNN INN
o
DB709 PG482 BOUNDARY AND EXISTING -FEATURES TAKEN'FR-OM MAP PREPARED
NC'IN:636519620037000 AND SURVEYED BY STROUD ENGINEERING, P.A.
y 9.24 i ,i_ — 4v.00 , o ,
II � 1055 ! { I ENTITLED POST DEMOLITION TOPOGRAPIC SURVEY:
ROOSEVELT PROPERTY
wp- PROPERTY VE FLOOD ZONE. FLOOD`�
9.21
-- ! 2 s`rORY a I i! „ . I I + , , ZONE X ZONES ARE TAKEN FROM FIRM PANEL 6365 MAP NUMBER
y m w o p 4 #9Y97' —__`� ._. — — { } CLUBHOUSE o ' �' -iF t I.i ---- ! zas� v �I 3720636500J, DATED JULY 16, 2003.
NSF { 48.5 T ,
I 4 (-EL
LLC 1',o.52 _ -r--�,---,-_-, -T�- ICI � t, ,� v I } � - - .__.— — _ y _.._.__ 170' CAMA SETBACK
L I C -,T - I { I , _ t—
I -r--} I I I ;�;#t l� ' ----_- -- ADJOINING PARCELS ARE COMMERCIAL AND RESIDENTIAL
DB900 PU62' + ;, i
i 1, y I y t t y }, i I I , ;; t, ice_= L =: , STORY BUILDING ` 1
NGP I (� • 63519513829000 I I I ' i i ( i " } ; I , ;i \ _.., a }3 4 I CONDOS.
0 tER 1 LEVEL PARKING ; I
18,064 5f
j c I
F�I fli1dG FF 16�0Q
-------•---- STDR-yf•$
}i
-- ----- • PARKIN I ` — — I }
i
OVER L T
, I , I", I t I} i I
1$ : 054
1 F� _-
I
ZONE X - • ( - - -
E 11) w• It'4 ?iI POOL PATIO `l I ' 4t _. --
ZON VE (EL , o , I , it` 17.00 -
j { t
't —_--- —
- .— — — —. — — — — — —r —-- _l
CAMA SETBACK BACK 2a
( EL
------ -E VE (EL 141
--- ZON
-
- --- I
El R .....----
- - POOL
---.
I
W[DTH PER {
CONSULT VI/ y
{ a.0 ENVIRONMENTA _ I
HEALTH
{ - I
s —------------;- ---- 60' CAMA SETBACK
). --
ZONE- V { --
4EL 14) I
ZONE VE
{ i EIR
--- , _ - 6 FT
- - TOP OF y\
DUNE RIDGE \ _ CRAMP
►- o- ; T C
LINE
INE
PRE -NO .._---__ — ----�
UR 1 SHMENT TAT--r®---------------. _ E215
-3ss
N 9
- �_ y ZONE VE (EL 14 )
--- -
HC RAMS E�2& ZONE VE (EL 15 )
E _'`- I
_ - cst
TOP OF--r'I , — - _ — 6 FT - TOE OF BANK
DUNE RIDGE -m STAIR --------
! C.1
N=351967 0— i - — - --- }_.._ _ - -
E=2665437
4
y TOE OF RANK ------
-----
---------- 1 D
--
ZONE VE (EL 14)--- ------------------ ---- i I f
ZONE VE i ( EL 15) y
co
o I I
cn
I REVISIONS.
I I No. 6Y DATE
{ 1
I 1 ONG 1013010
I NO WETLANDS
� ON SITE
N I S
I l ,
(n { I
t
ono j NE ......
LEGEND: SITE PLAN
O i E (EL -15?
{ ----- TONE E (EL 18) ADRES
PROPERTY BOUNDARIES
----_-----•------••----• � CENTER LINE
1 DROP INLET - - - - - - BUILDING SETBACKS
- - - - - - - - DIA DIAMETER OCRANft 4
{ £L ELEVATION " `� -` EXISTING VEGETATION
-•-- -----••--- - , IR u` N T I LK E S C"'
EP EDGE OF PAVEMENT
{ EX. EXISTING EXISTING CONTOURS
I I
- i FE FINISHED ELEVATION — s. 0,— PROPOSED coNrcx�Rs MO R MOREHEAD E A WN S N I P, C A R T E R E T COUNTY, n
ZONE VE (EL 15)------- �-- ---
I _ , r Gv c,vE VALVE O ' � t.l (� T Y ; t � OR T
... ZONE VE (EL --- INV INVERT - SALT FENCE
t UNE �K� cav0 DISTURBANCE LlMfrs CLIENT: OCEANFRONT DEVELOPMENT, LLC DE
us I MH MANHOLE
I MIN M/h7MUM
I N/f NrX OR FORMERLY PRO TREES H
q NH,h Nrs N`;- To SCALE `,use'i� €Pe�yr� ADDRESS: 5`l 1 3-B HWY 70 WEST
� S85006`33W 421.64
OC �'. -'ENTER
_ ��� q,�o•MOREHEA_ CITY, NC 28557
PC w'.� OF CURVATURE �� Q o,.a.aac � `wI
1 FIG PAGE
5 8 5' 4 5 2 7 W - PSI PC1Jh0S PER SOUME /ACH 0 0' s
78. 12 CP v '� Q 3 60PVC PO_'Y VINLY CLORIDE : �r��S/ �"� PHONE: {252) 241 -2780 AP
sHEET #2 of 5 CP ATLAN TIC RED REDUCERA
RCP REiNF.CONC.PfPE S�EAp�T,', �� m ►�v ENGINEERING,
n _ TBO RMHT-0F4VAY V't1 :e 133` 3 j * � � ! ���� ENGINEE�$ING, P.A.��
PROJECT #: PM1539-2 0C'EAN
!f / TEMPORARY BLOW Off , c� a� . 151A HIGHWAY4
3 O rrP TYPICAL :�y.°°-.*GINS.X \x MOREHEAD CITY, N.C. 28557 SC.
DESIGN FILE: #: OCEAN FRONT RESORTS. DGN v o0`' � .,� ,`,�o,� t -)-247-7479
;jlili4 t N� !2 t Xl /�

--------y
---------- !
---'----
!{ - -_
-----------__
-------------- --__
-_____-_�______-_------
f---------_ROAD
� 1� a L X
SALTER.. ..
w. 511
100, PUBLIC RIGHT OF WAY go, PUBLIC RIGHT OF
o
71
SUMNER SUITES
.01 - O - - r . t l - - - - - - _ - _ �,_ _ - BERMUDA GREEN
CID
-
---- - -C€�
-
_ -
• ..._.\ ;56 _ FS a0 / ALT����R�AIl
_ _ _ _ SSFtiF1I CONSTRUCTFON 465 , -S L 12.8
.. Q � 6. $�5
ETL t�-.
FP
ENTRANCE _ - 6 _ Y-CEP 13. t� . _ _ rf'/�'�d✓ f P__--:--- _ EX._FIRE--ifYfiii�tii"_.`_'T.
_--` ETL 12.29 CRUSH RUN --
Pfr Ck$ 3 O B - - ------ -
--� RELOCATED ------%'
360 ETL 3 -
_- - C 1 57
_. 364"
ETL 11 - -� - D #1
r E REL
ETL�_.1...-...•---•••'---.
_,- 542 - }--._._ ti 11.3 12 I T
�_. _ _
......_---_- �. -�.,� t5,,r 7 � 4.4� e-•,�k,�f -;�,� GRA7 5 // � J%/` 33x \ S
� Vol\ E
541 ETL 10.-5-1_ -- + ..__� .__. R. _ ___ ....-_,7 l a< r,t. « �Ls�:...i ,? INV 8.6$ \
ETL 10.27 DI #4 ---'- GRATE"10.$2 c r +K '- 10 FT CLASS B / � -- -x a ATLANTIC OCEAN
{ GRATE 9 68 -_ - i..tfi3-'_ �__®. ROCK DONUT-' INV 8. 15 - 4 p �\ a��.�. • � x RIP RAP OUTLET ` _ ___ ___ - x - -- -- % t \
- EL_111 _ PROTECTION xx --- ---x ! \
A^t6i - - � T 18 25 R N .- x-------x - x SWAL \
23 5:1 LE x, - CESS N E f -rt ° D A E
RCP -
r
DRIVE
PRJB �` 13.0 'x \ ICINITY MAP N.T.S.
r
6.6 * � _ x\ 14 '` -ram �t �. ` � t
{ V
11 \ rI v .� \ 0.57. 13.0 --- ,
EX. 1$
jCPP f' •' \ \\ �z' (\ \ S Q.'TRAP f: \ F0 get SEC s � _ �- - - __ - TE' x `FE at
1 c� \ - r '� 6 �J / l- #2 r ,\ J --`�i t3'i17,_ F 7 r t3.8 3 j
!{DI {i \ t _ _ _ _ _ 12 5h k- E SETBACK- c 74.30
Ve,v 9. 5o j t - Z or - 1 - ' t ` �, _ ` 2 PARKING 13.80 - TEMP SWALE
-�., ____ -- r�--=-..''-_ cC�aFj SED. TRAP r E5 a = 1.76 FPS { I
-- x
S \ - � _ i � A DATA
CLASS B \ 3 { TCx 13 t2 br
_ (
-_
RIP P OUTLET (E 1 13.8 _ - -_ _-_- _ z-.--- - -- ___a {%
P RA SPOIL PI 9 t B U
-.�n..Fi .3 .ram I ta. s9'' -___• i ® v i N'T
(_- _ _ x____ _ a _------- TOTAL PROJECT AREA = AC
Cmf' ; SEPTIC pcNt .kRE'A tj--------- ' __ I `101,
h ✓ BUI ~` } 6, d AC) Co
A
-- - � �lr v �O 1 +F,`'73.94 PERVIOUS PAVEMENT \��j
I STAND D 02
♦1 _-=_ - � r---t"' -! y ` CURB 8 UT R 14.0 y x PROPOSED IMPERVIOUS t
r ` PIL T 14.50 {- ; BUILDINGS
- I I 42,566 SF
: (PATIO AREAS WI CLUBHOUSES
SPOIL F xla.00 { DRIVEWAYS
i t .• ..- �-3 g o = 1 t9
r
1 13 SF'
J C) PERMEABLEPARKING = 19,399 SF'
t3.73 + T 1 73 r' POOL DECK AREA
E 13.23 , f FE F 3. 23 ` � O ,
! / e = 2,697 SF
j !j\\ RESERVED = 13+000 SF,
Z ASPHALT / `x ` O \
I s - ' O TOTAL = 89,575 SF
l Oct
STANDARD f H�. p FEE FE FE 14.18 ' ACTUAL %IMPERVIOUS = 34.26%
{ { 1 t CURB & GUTTE ` RAMP 14.00 CURB f 11 C5 C5 PERVIOUS PAVEMENT �
i m S t�1
r
t 14 . \ 14.31 PREVIOUS IMPERVIOUS AREA = 103,653 SF (39.87.) IMPERVIOUS
1a.so 1a•so i Fe 14.�-_-------------- .- �" i ;w
roc .81
rt
/ E 37.92 19.08 Ff 1 1 Ff FE
? - 3T.92 \ E 5 OB 1a.40 5 14.40'
yt , i v FOUNTAIN PATIO ` I" ' 1= N/F
AREA SITE DATA
{ l N{ ! 1f b8 \ }5.08 i' x \ 9J2a \ FE! r
I t� ► o{ i r` 1 /14 40 14�4` i FUCKER, , BUNN INN
I i FE i 9.21 v NCP I N�63651 9620037
15.00 FE E 38.90 r4E° \ I 000
48 RESIDENTIAL UNITS
F �.' - �----= 40.00 F15.00 5.00 ra.55 j 4
Y Ft a8.59 FE i ( a -
PARKING REQUIRED = 72 SPACES
49,07
v 1 16- Q0 { I _ v � cs FE
9.21
a
j 3e.90 °' • L1 1 ao �- \ % FE I f / ` y PARKING PROVIDED = 132 SPACES
w v FE i Ln 2 S+ ORY
N/F { I o \ ' 9.8T ( 16.00 E / o
b CLUBHOUSE D
;\ + I 43.6 \ I l �` FF A7.25 i i , {
COLIC LLC!`so.sz - siI i -i t { __ �r
D� PG627 II ! j _ -' ._.. _ --�--- { 1 7 Q-AMA SETBACK
NCP i N: 6 6519513829000 \` /!� ; i .0 ! --' T ORY BUILDING
` ' I Ivv 0tER1 LEVEL OARKING
FE g 1 g , 004E
! IT-
J.4 __�,vv F. FE �o ,7.00 7.00 v, FF 16.0� MAINTENANCE PLAN
1 _
3 STORY BUILDING ! \ l �, lit
y`�l { rj 1-ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED
`-- ? I OVER 1 LEVEL PARKINS �- _ I \\
_ t- y ` �{ , D
i FOR STABILITY AND EFFECTIVE OPERATION FOLLOWING EVERY RUNOFF
I 18,064 SF j j \ - - -j FF PRODUCING RAINFALL EVENT OR AT LEAST ONCE A WEEK. REPAIRS
1 6. �2� - POOL PATIO
Ft 1700 / i
i o _ .j
c. � I REQUIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AND
�
FUNCTIONS � TIONS INDICATED ON THE PLAN.h I - = - - -- --- 120 n CAMA SETBACK
I 2 / _ _ V l•-,. .SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING
WHEN IT BECOMES 0.ET DEEP AT THE FENCE. THE 5 FEFENCE SHALL BE
E REPLACED OR REPAIRED .45 NECESSARY TO MAINTAIN BARRIER.
1, V � - � ._ _ 2p4.25 t ..._-_ _..,. � -'_ '_..'•• ._"..... --•_ `.C' I � - { . V - - - / _ � i _-. I a f'
_FE0 •' ,i f I i
.ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AND MULCHED
ESTABLISAS H
ACCORDING TO THE CONTRACT DOCUMENTS TO
_ T H AND MAINTAIN A DENSE VEGETATIVE COVER.
POOL - - _ _ _ �-/ `'t LAND DISTURBANCE AREA
.0 WIDTH PER i 1 3.86 ACRES
CONSULT W! _ _I
\ \ � ` ENVIRONMENTAL 0•qi 1 -
t HEALTH NOTES
17 50 - ( !` i GO LAMA SE PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY:
- r -='
---- t=-- OCEANFRONT RESORT DEVE` OPMENT, LL
L�
- -- - ,
13-B HWY 70 WEST
,.»f�_ - t HEAD CITY.
\ - - -- -
' ! MDF2E NC 28557
\ t t\ `--; \ ��� '-� __.,�r�---�_=--__-, - ;. J ^- _ - , _ r- , ash- _ i I
SIL I { I\ r \ / - / i r / �l� `�� ------ - - - - -- ' FE+ {` 252-241-2780
_ _ _ I
FENCE r , = - _ _ -
A
•�5--'------' \ 1 .�C..� .� ` + -- 4, ._ � '• ` ~ - � J' f � r � /, � � __ a � \ J g t, _ 1 ` - - _ _.. _ _ _ _ -, L_ - .� _ � _ ' 6 ` - _ � 1 t \ � R 2 . ANY BORROW
rI ?� i " /`; 0 \ c - 1. i_ 0 \ \ R
/ .! / f-� - }"- „ 3r _ r _ f a �\ - 6 f \ U }� -�_ 1 - , + 4 _ _ T\ACTIVITY REQUIRED TO BE OBTAINED FROM A PERMITTED MINE.
-z
r
;' _ _ o z
_ 0 - I! -=�' \ `' ,-S.T-A•1-R--� _ \ f i _ �^� ` z \\ \ \ +i 1 / 44 ` \` \ 3
b,_ r 's ��- f a t _�__� \ ` __ \ -�� \ \ _ _ 4 p. \ r t - LAND DISTURBANCE LIMITS = 3.86 ACRES
V / 0 t _' -�••'_ f=- -. - G ,., ,. •_r--•- ' o - `cam\\ ` \-i ? 1' 'TOP OFF
V E`RWGE \ \ l 1
y { -- t� • N j / / , , / / /' f Y _ - - y ' = ,.•'•' I '`_ \ ` \\` u ' .. / ' a a -icl� N / ' _ _ ,_.. - - - `.\ i \ } _ _ ' _ _ _. _ - --- � i•----. • C VEG.
r `
NDUR I_ MC-
INT S T AT I, ---®-----_ ._.__ ----�
-_.RY ,.3 t,i 1 ._- - __.----_.--__.._ N=352015
t .. - _ �- .. i _� ' , .=.-•--• . -d .. - " - _ T - :f - _ - - - _ � - - - _ - � , - .�.. �_ _ - E 2666269
f
r-
- - Ste- ► _ f
+ _
e -- - - - -- - _ - _.,11..- •... " - C; ' 6K _ �fL-�i.�. _ '� .�.----�_-- Z�=' � ' _ ; , - :;. _ _ ... r , / r _ __ _ _ -- •-_ _- _ _ -- - - _ - -/ i _ - �. �•-- -- •_-'• ='� '� _ 16 • G N= -- - _ ¢ � - -- " -- - - -- - - _- - - - _ � � . 0 , �`•"`/ ( t
-
�' , ?t 151v-2 8 7
�+ = 14 0 � v �+ ( CONSTRUCTION SEQUENCE
_
�.�-'__�_ _ _- -- -- -- _ - 1 ---- \'' 1. INSTALL STONE CONSTRUCTION E
I13.0
TOP OF - _ ^ t y - - =+- �P•� ___ __ _ _1- tv - FT-_ c _ _ - \\ i`i TRANCE.
."".��-- - _ _ - - t _ r" c 1 _ _ - - _ - Q - I
~
DUNE RIDGE --= __,_-----_------` _-T-- -' _ j�_4 ---- -- _ - - 57AI _ __ TOE OF BANK \ INSTALL SILT FENCING AS N
- - I =- -- - 01 1 ;, _ - --- - �- _ _ t.c - - ! N 0 PLANS.
r
_ __ - J 3. INSTALL
_
N-351 _ '+.� __----- - -_ - - - � i� \\\ SEDIMENT TRAPS, RIPRAP
--
� 2.
E=2665437-----__ `� € OUTLET PROTECTION AND STONE
,____-- _ _� jq;•po __- _--____ .__ -1 _" ---- ,-,`_01 _ __ --- - \\ \�r CHECK DAMS AS SPECIFIED ON PLANS.
4. CONSTRUCT DRAINAGE SWALES WITH APPROPRIATE SEDIMENT CONTROL
--- = r ----- - - rGE OF B __ --- 11.0 _ . ------ ---- ANK/ `\L--,.B5 _--_____ o o \ MEASURES.
5 . CONSTRUCT ROADSIDE DITCHES AND SEED ALL SECTIONS NOT TO BE
PAVED WITHIN 14 DAYS OF LAND DISTURBANCE.
6. ROUGH GRADE SITE.
p i i-- ------ - - - - -- - - - -;-
7. CONSTRUCT BUILDING.
co 8. CONSTRUCT PARKING LOT.
I 9. PERFORM FINAL SEEDING AND MULCHING AND FILL SEDIMENT
TRAPS UPON STABILIZATION OF DRAINAGE SWALES
' `� REVISIONS:
NO. BY DATE DESCRIPTION
!
I DWG 'fi/3O/i7 EROSION CONTROL R
!
I NO WETLANDS
{
Iv i y ON SITE
� I !
zs { y
! 4
' ! LEGEND:
GENERAL GRADING, DRAINAGE, STORMWATER MANAGEMENT
AC ACRES EROSION 8 SEDIMENTATION CONTROL PLAN
2 CENTER LINE PROPERTY BOUNDARIES
I DI DROP INLET OCEANFRONT
! DIA D/AYETER ELEVATION
EL EIFY- BUILDING SETBACKS
I I ATlON r`"`Y`"'�""' EXISTING VEGETATION
I
1 E'P EDGE DF PAVEMENT
y EX. EXISTING - - - - EXISTING CONTOURS
I Ii FE GV FINISHED
ALYE 'VATION - 6. 0 - PROPOSED CONTOURS
GATE IVi rRr_ AD TOWNS I I P, CAR T E RET COUNTY, NORTH CAROL I NA
JNV INVERT
■ - SILT FENCE
I LF ti= a FEET ---- - LAND DISTURBANCE LIMITS � L L � DESIGNED:
Ma n CLIENT:OCEANFRONT DEVELOPMENT,
! MH
MIN :a y DWG
I
S S 5° 0 6' 3 3 "W 421.64 N H �)& NrF 7- FORMERLY PROPOSED TREES
I oc PCs -ToF CURVATURE � CAS ADDRESS: 51 1 3-B HWY 70 LEST CHECKED:
=LATER .��0 SCALE'"�`�"�+, MOREHEAD CITY, NC 28557 DvayG
PS - ^� .".'� PHONE: ( 252 ) 241 -2780! APPROVED:
! S 8 7 8 5 2 7 W N �i C P 3 ) 3 6 Psis PER BLARE rNai , "FES Sip .p'•.
C IiNLY CLORlDE e'QCK DONUT EAT. R D C
SHEET #3 OF 5 CP
ATLANTIC RCP t roN�PIPE _ 4 SF -AL '�' * ___ sTROUr� ENGINEERING,P.A. DATE
C r R/4Y
1. Too
OCEAN =�vAY 13343 urrtrwnv DA 10/27/08
w4T BLOW OFF • Q" .. G I �x , z _ e. , .. z _ x
PROJECT DESIGN
I PM: OCEAN
ALE : 1 j/ = 3 � / TYP o�. ;,FN� ��e;' �'.; MOREHEAD CITY, N.C. �85�7 SCALE:
DESIGN FILE #: OCEAN FRONT RESORTS . DGN ``•iN.,•.o �Q` E HEA CITY,
..,h j�-�-� �__ SHEET: �.
� 3

!
_a
N/F
GL IC LLC
DB900 PG627
NCPIN:63F,519513829000
-----------------,
— _____
--------- _------i — — — — — — — — —
-----___._—-- ____-------L--------
-_--__ —_—_---�.---------_------__
----------------------
PATH ROADSALTER PATH ROAD
ar. °R°'•°jR�r
SALTER 100, PUBLIC RIGHT OF WAY P0' PUBLIC RIGHT OF WAY �
O
-�� SUMNER SUITES
BERMUDA GREEN
_
--_... SAf Tl
— `TO BE RELOCATED
O
SEPTIC ACCESS
\\\ DRIVE
N850 16 59 "E.
N86°09157"E
PR. FIRE_1-Q_
400.20
STANDARD
CURB & GUTTER
99 7 f HYDRANT
I t
PARKING SETBACK- ! '
{ ({
-----------------
_-------
x`--------
-------
I F '—_.--_--•�fl BUILDING SETBACK -
1 ' —— — — — — — — PERVIOUS PAVEMENT
+ T
----------- STANDARD
t I
-- - _ _ - _ jg _ -- CURB & GUTTER I { j i
------- { { f
1 .------------
- — — — —— ___—
, 4
HC
- - - - - - - ASPHALT j% ' I It
Y/A Z
HC
ROLLOVER �
_ CUR RAMP CURB PERVIOUS PAVEMENT m
0
U) I _
1> ' —
nn
___------- ____--_ __-- _ Rn ' �V r l I
------------------irn_------__`---------------
Oj---.-----_--------_u}so_------_----_---------_-
j^-----------------ur------ ------ 4.zti
39.
9.21
I {�
4. BT
1 48.5 y - -1_
1 10.52 — '-i— l !
it I'l
} -- -- {
3 STORY BUILDING j
11
OVER 1 LEVEL PARKIN
I m f 18.064 SSF
1 ' FF 16. a>
t lit
s l t lit _
IT
it,
r -� �'�--
i �- -iL
—a EIR 1
f
• I a.o
I
1
i
1
I !�
i 6 FT—
i H C R
FOUNTAIN
PATIO
AREA 1 I ;, -1 C%C t i 4.24 I
� 1
— 40.00
i
l
''` I � 1 ;
;l
i
2 S ORY
4 i
`� i 1 t it
1
CLUBHOUSE o
FF A7 25
� I
LEVEL PARKING
I
1 { FF 16. fl l ✓ ,
l
SITE
ATLANTIC OCEAN
VICINITY MAP N.T.S.
Rr
NOV 0 4 2008
D8
DIVISION OF
COASTAL MANAGEMENT.
N/F
TUCKER, BUNN INN
DB709 PG482
NCPIN:636519620037000
--- 170` CAMA SETBACK
-_ _ i � Ih � t�s ! I i s I 1 l !(• i
POOL PATIO t y t ll Li I----
FE 17.00 t 1 S•! 1 S E{I __._._--- -- - -----l-- - -
- 204.,T ------------r— --- 1 20' CAMA SETBACK
TOP OF —
DUNE RIDGE
N=351967-
E=2665437
I
I
1 TOE OF BANK
SHEET#4 OF 5
PROJECT #: PM1539-2
DESIGN FILE #: OCEAN FRONT RESORTS.DGN
El
N
C1
LD
OD
1ww
S85°45'27"W
78.12 NHW CP
POOL
I
_ 1
- t
.00 WIDTH PER f
CONSULT Wt 1
ENVIRONMENTAL I
HEALTH i
I 1
t I
1
6 FT t
-OP OF —��� 6 FT ---
DUNE RIDGE ` rH*`rRAMP
_--� �-1 ---�
-" N=35
E=26 7 ---- I
6 FT
STAIR
S85 06 33 "`6 421.64
ATLANTIC-
(-) (--" E_ n N I
NH+
TOE OF BANK
---- 60I CAMA SETBACK
�E I R
PEE--NOUR1SNMENT ST. TIC VEG: LINE—___------_�—__— --
�. — -� -� z•.-352fl 15
— -- — — — — — — — E=2666269
(1l
O
-i
D
r—
N
LEGEND:
AC
ACRES
q
CENTER LiNE
DI
DIA
Dl ER
EL
ELEVATION
EP
EDGE OF PAVEMENT
EX.
EXISTING
FE
FINISHED ELEVATION
GV
6ATE VALVE
INV
INVERT
LF
LINEAR FEET
MB
NAP BOOK
MH
MANHOLE
MIN
NINIWUM
NIF
MOW OR FORMERLY
NTS
ACTT TO SCALE
OC
(M CENTER
PC
DINT OF CURVATURE
PC
AAGE
PVC
INCH
�
LYYECLORDE
Q
RCP
REINF. CONC. PIPE
RED
REDUCER
RIW
WAY
TOO
fiEMPORARY BLOW OFF
TYP
TYPICAL
PROPERTY BOUNDARIES
- - - - - - - BUILDING SETBACKS
r-``r"Y' EXISTING VEGETATION
- - 8.0 - - EXISTING CONTOURS
—8.0— PROPOSED CONTOURS
PROPOSED TREES
ee O °ae°bneaaa®�� �F0
�� Q B�f0 �Ba
SFEAL
133 r
aO��
sP as°ae°eEp° ®e6
<Q stop.
REVISIONS:
UTILITY PLAN
DESCRIPTION
U'7� C N�ONT R
MOREHEAD TOWNSHIP, CARTERET COUNTY; NORTH CAROLINA
CLIENT:OCEANFRONT DEVELOPMENT, LLC DESIGNED:
DWG
ADDRESS: 5113—B HWY 70 WEST CHECKED:
MOREHEAD CITY,'NC 28557 DWG
PHONE: t 252 ? 241 —2780 PROVED:
RDC
STROUD ENGINEERING, P.A. DATE:
151A HIGHWAY 24 1 10127108
MOREHEAD CITY, N.C. 28557 SCALE:
( � 7-7479 1 " = 30'
l � 2i
RUI�.
I.� _ C E 4

SEED RED PREPARATION
LIME--------------------------'-- 2 TONS/AC
10-10-10-------------------------- 1,000 LBS/AC
SURFACE ROUGHENING: IF RECENT TILLAGE OPERATIONS HAVE RESULTED
IN A LOOSE SURFACE, ADDITIONALROUGHENING MAY NOT BE REQUIRED
EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE
TO BECOME SEALED OR CRUSTED, LOOSEN IT MUST PRIOR TO SEEDING BY
DISKING, RAKING OR HARROWING. GROOVE OR FURROW SLOPES STEEPER
THAN 3:1 ON THE CONTOUR BEFORE;. SEEDING.
TEMPORARY SEEDING MIXTURE
(DECEMBER 1 —APRIL 15)
RYE (GRAIN)---------------------- 120 LBS/AC
KOBE LESPEDEZA (SCARIFIED)---50 LBS/AC
(OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER 15 NOT
TO EXTEND BEYOND JUNE)
(APRIL 15 —AUGUST 15)
GERMAN MILLET--------------- 40 LBS/AC
(AUGUST 15— DECEMBER 30)
RYE (GRAIN)---------------------- 25 LBS/AC
(IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYON TUNE 15,
OVERSEED WITH 50LB/AC KOBE.)
PERMANENT SEEDING MIXTURE (SHOULDERS & LOTS)
TALL FESCUE------------------- -- 60 LBS/AC
PENSACOLA BAHIAGRASS---------- --- 50 LBS/AC
SERICEA Le SPEDEZA----------- 30 LBS/AC
KOBE LESPEDEZA------------------- 10 LBS/AC
1. FROM SEPTEMBER 1 — MARCH 1, USE UNSCARIFID SERICEA SEED
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE
TO 30 LBS/AC
3. WHERE A NEAT APPEARANCE IS DESIERED, OMIT SERICEA AND
INCREASE KOBE TO 40 LBS/AC.
4. BETWEEN APRIL 15 AND AUGUST 15. ADD 10 LB/AC GERMAN MILLET
OR 15 LB/AC SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15, ADD
25 LB/AC RYE (GRAIN).
PERMANENT SEEDING MIXTURE (SWALES & DITCHES)
COMMON BERMUDAGRASS-------------- 80 LBS/AC
MULCHING
ST(STRAW QUALITY SSHALL BE DRY,) SEEDING)
UNCHOPPED & UNWEATHERED)
ASPHALT TACK -------------------- 200 GAL./TON OF MULCH
1. APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,OR
A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED
AS A MULCH ANCHORING TOOL.
2. A CHANNEL LINING MATERIAL SHALL COVER THE BOTTOM OF SWALES & DITCHES. THE
LINING SHALL EXTEND ABOVE THE HIGHEST DEPTH OF FLOW WITHIN GIVEN CHANNEL.
ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT APPLY STRAW AS PREVIOUSLY INSTRUCTED.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR
WITH 500 LB/AC 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED
FROM THE MIXTURE. RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
ABC STONE
-IALT
SWALE DETAIL D5-D5
N.T.S.
4`
TEMP SWALE DETAIL E5—E5
N.T.S.
SECTION C5—05
PAVEMENT DETAIL
KEYED NOTES
V2" WEARING SURFACE OVER SUB —GRADE
COAT. �f
(NCDOT TYPE S-9.5 A)
1`J 4" PERMEABLE PAVEMENT 6" CLEAN, GRADED & COMPACTED
}= r STONE BASE (NO SLAG).
`—' ' COMPACTED GRADED
DSTONE (NOS AG).
NCDOT #5 OR—
#57 WASH STONE
CLASS B RIP RAP
INSTALL REGULAR FLOW SILTSACK'
SEDIMENT TRAP AS MANUFACTURED
BY ACF ENVIRONMENTAL,
(OR APPROVED EQUAL)
SACK TO BE MAINTAINED AND
REMAIN IN PLACE UNTIL ASPHALT
PAVEMENT IS COMPLETED.
FILTER FABRIC—
NCDOT 1056
TYPE 3, CLASS B
COMPACTED FILL
CRUSH 6
(6" CAB
RNOV 4 ?8Lf)
8' MAX. WITH WIRE DIVISION OF
6' MAX WITHOUT WIRE COASTAL MANAGEMENT
nn naInr-' fa,Tnr \li AlTlli )lt
SILT FENCE DETAIL
SCALE: NOT TO SCALE
NOTES.
1. USE WIRE A MINIMUM OF 32" IN WIDTH. AND A MINIMUM OF
6 LINE WIRES WITH 12" STAY SPACING.
2. USE FILTER FABRIC A MINIMUM OF 36" IN WIDTH AND FASTEN
ADEQUATELY TO THE WIRES.
3. PROVIDE 5' STEEL POST OF THE SELF —FASTENER ANGLE STEEL TYPE.
CONTINUE RIP RAP
UP SIDES OF SPILLWAY
ROCK DOUGHNUT GRAVEL
FACE
TEMPORARY INLET 18.,
PROTECTION, TYP MIN TOP OF SWALE
NCDOT #5 OR
t?OLOL #57 WASH STONE 1�
MAN MIN C� e �C? CLASS 8 RIP RAP FLOW LINE
TOP ELEVATION OF STORMWATER CLASS B RIP RAP
y t I FLOOD STORAGE 1'
00o
r
... :.° \�l�, � n1 \,, " , \ • � % � ; ,_.._.. _. __ � �— r', SEDIMENT STORAGE
SEE PLAN
TRAP LENGTH -
(LENGTH AND WIDTH DIMENSIONS GIVEN ON PLAN VIEW AND ARE: DIMENSIONS OF BOTTOM)
TEMPORARY SEDIMENT TRAP DETAIL
S I ONE (-'IONST UCT I ON ENTRANCE.
SCALE: NOT TO SCALE
ROCK DOUGHNUT TEMPORARY INLET PROTECTION DETAIL
N.T.S.
3 STORY
BUILDING
ABOVE PARKING
MAX HEIGHT 50 F?
— ----- —
.—------- — --._ .. — ----- ..---
- .-------
-- - --- ...
— -- _... _.......................... --- -- - 25
—--------- — — ---- - — —
_,.
23
--------------
_^ 2 2
-.
---------- - ---•-
—21
— — ..... _ — — — 1 J
WALKWAY------------- - ----- -- - ---- --- - --•-•••--...-----------•--- - --
---EL.17:DO---------------------------------------- ----- ------- ---
-------------- -------­---- r COVERED _ --•---
--------- -- - - ------ - -------- -
-PAR-KING----------- .. ............ ....... ... _...STOP HQ
EL. 16.00 RAMP AT 1
- _
_. -- TOE OF DUNE
k,.. _----------------- ------ - — --- ---- ---- ------ --- -
.. .. r ---------- - - ----- -- -,.._ - -------- ----- - ._
------------- ----------------- ------- ----- ----- -- •-- -,-, _.-_-.......
- -
r 1
it, rr r- r ........... .......w-.,,_...•.,, - - 1 3
— �..
1 2
_ ........-• — _..---.. .. ...
--------------------- ..._ _----
FILL - --
— ....-.. .... -- — 1 O
----------- ---------------- -------- --- ---- -------------- - ------------------------------- ---- - -----------
120 FT CAMA SETBACK 60 FT CAMA SETBACK PRE —NOURISHMENT STATIC VEG. LINE
EX. GRADE
SECTION A5-A5
HORIZONTAL SCALE: 1" = 10'
VERTICAL SCALE: 1" = 6'
SECTION B5-B5
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 10'
SHEET #5 OF 5
PROJECT #: PM1539-2
DESIGN FILE #: OCEAN FRONT RESORTS,DGN
SCALE: NOT TO SCALE
NOTES:
1. CONSTRUCT TRAPS WITH 2:1 SIDE SLOPES MINIMUM.
2. TRAPS ARE TO BE CLEANED WHEN 1r2 SEDIMENT STORAGE ZONE IS
FILLED, APPROXIMATELY EVERY MONTH.
3. LENGTH AND WIDTH DIMENSIONS SHOWN ON PLANS ARE AT
ELEVATION OF BOTTOM OF SEDIMENT TRAP.
4. TRAPS TO BE FILLED IN WHEN VEGETATION HAS BEEN ESTABLISHED
WITHIN DRAINAGE AREA.
SILT FENCE, SEE
DETAIL THIS SHEET
SEER PER
SEEDING SCHEDULE,
i I I , I THIS SHEET
4 I�
. P
TEMPORARY SPOIL PILE
SCALE: NOT TO SCALE
DETAILS
SILT FENCE, SEE
DETAIL THIS SHEET
REVISIONS:
No, I BY I DATE DESCRIPTION
MOREHEAD TOWNSHIP, CARTERET COUNTY, NORTH CAROLINA
CLIENT:OCEANFRONT DEVELOPMENT, LLC DESIGNED:
DWG
ADDRESS: 5113—B HWY 70 WEST CHECKED:
``eceeeeee�i�r MOREHEAD C I TY, NC 28557 DWG
�(H CAq `'�,, APPROVED:
\o ..C......,,0��s PHONE: ( 252 ) 241 —2780 ! R
DC
P DATE:
o S ,y� r= S TROUD RNGINRERING9 P.A.
�,eL.� T
10/27/08
i`3343 �i -151A HIGHWAY 24 � SCALE:
:O MOREHEAD CITY, N.C. 20557
••��NEE�••�Q,� (:::7�) 247-7479 1 " = 30 `
to, •,.....•• `Q� �.� SHEET
' 1•.
ee Ro L� I . e PHiR .E. C E 5