10-07 MM 2010 Oversized Plans

C CMMi
SITE DATA.
A A N_ D C I
'7 A R Y S 0 0 1,
EXISTING STREET
0
-
's
TRACT AREA 596.777.47 SF (13.70 AC)
C lkil V E_ A T
4
ZONE = UNZONED
IQ% LD, 'A
EXISTING LAND USE = VACANT
LENGTH = 290, 14
V
PROPOSED NUMBER OF SPACES = 98
RADIUS = 200. 00'
`T '`-
AVERAGE SPACE AREA = 301Z 5F
CH.BEARING S34027'38"'E
�'' '""! -"-
FLOW -----.�`"
' •
---
`'-.
SMALLEST SPACE AREA = 2.025 SF
265-36'
CH
1
- � _ �_-
r'�r__-- r-
``-- `_ ___---
T4'''
--_~__
CAMA LAND USE PLAN CLASSIFICATION LIMITED TRANSITION/CONSERVAT[ON
-LENGTH
-`�--'_~
�`'��-
\
FLOOD ZONES = AE EL6, AE EL7 8,VE EL8
LENGTH = 62. 18
O
TAKEN FROM NC FIRM PANEL 7335, MAP NUMBER 3720733500i
DATED JULY 1-6,
RADIUS = 150.00f
L�
2003.
CH 7 4,1 E
-BEARING
LINEAR FEET OF STREETS k
CH - LENGTH
HA RR K r. R -S I
SOUND POINTE DR 1.109-30 LF
TURTLE POINTS DR 144.61 LF
LEN"H = 112.78'
FIRE AND RESCU_­
c�)
RADIUS = 150. 00'
CH BEARING N580 41 1 19 '/E
0-
0
1
H R! ERS
-
LENGTH N G T 110. 15'
CH H =
F R E A N", D IR E-- S C U
CAROI A-AWiRENCE
N
<
A41/vIA" 'tAVG ONS 20 ` F I RE ACCESS i,�iSEMENT
sjjRP -GRADED FOR HEAV) VEHICULAR A C C Els 5
OF EMERGENCY/V�!`HICLES
GR41) 'ICE IM, WA-rc-'
8'! 'A/d
Xr -:��,iATED/FE"I" Tn' P R EVEN T G_ E N L
'I" N!) i".'V E L 0 P F D, Lu AR, I Fql_L�v I'v
cc t- A F?DutvD I 0tv PUBLIC USING EMERGENCY ACCESS v
-lRt?lGArlSPOSAL AREA
I N S T Ait NLA, �yubN ;fDF "EMERGENClY/VEHICLE
'fJ-SE 0 'SIJGNS AT ACCESS,
SS A C DlSrtjR8ANCE
0
575' C
01()
i A \1 \ �_\_ / I
IN
4�
ILAWIZZLNCE'
;T 9
05 �"> N RESIDENtl
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14
' �y _ ram%? 4 `t r Q'`-�f c'� -- ! i 1 fif ` i l.J � � Ta,~ - ,?�.:. "� 4_�� �•�.. .,Y�'•-.•,Yl `t� .ti. Q 10
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W E T L A N D -:- - -
N S I D - 1 1
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r
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4;
�It
LOT13
S4 5 04 8 13 "W
1 .48 2
/I At "21" 74 A\
7'
RESDE I
41,
20
7
O'A TAL
LEGEND
- �z
3
AC ACRES
BUFFER
3
AEG AREA ENVIRONMENTAL CONCERN
CH CHORD
CL CENTERLINE
EX EXISTING
FE FINISHED ELEVATION
INV INVERT
LF LINEAR FEET
MBL MINIMUM BUILDING LINE
MH MANHOLE
N/F NOW OR FORMERLY
NHW NORMAL HIGH WATER
R RADIUS
RCP REINFORCED CONCRETE PIPE
R/W RIGHT OF WAY
SF SQUARE FEET
TS&V TAPPING SLEEVE & VALVE
TWSP TOWNSHIP
TYP TYPICAL
-1-1 404 WETLAND
,4/ COASTAL MARSH
SUBMERGED AQUATIC VEGETATION (SAV
WOOD PARKING
10'EASEMENT
i 1 1-ij 1" ­V : I
li E'_1 I i
4"CONCRETE
DRIVE
EXCAVATE ADDITIONAL 2' BELOW
PROPOSED SWALE INVERT, S'EACH
SIDE CENTERLINE OF PROPOSED
SWALE AND BACKFILL WITH COARSE SAND
R'
SAV LOCATIONS NOT DELINEATED
Al'
(GRAPHICAL REPRESENTATION FOR NOTIFICATION
ONLY, SAV'S EXIST WITHIN THE BOUNDS
OF THE PROPERTY
1&4 eQ
LL IA
Uri
1�30 00' C'
20'EDGE CLEARANCE- J-
---20'EDGE CLEARANCE
R,/-W - - - - - - - - - - - _L - - - - - - -
R30' 1 ��30
Eunp STOP
- - - - - - - - - - - - - - - - - - - - - -1-
EX I S T I NG ROAD
DRIVEVIAY/ INTERSECTION DETAIL
SCALE: iNOT TO SCALE
IVEWAY CULVERT 50'R,'If
LOT. TYPICAL
CL
11, "BCSC
iK5A MINIKW. ROAD EL4. 5
'-14"/FT '14 FT
'yy-i
ILL FEZ, 1 T 17-
L
it \Z'CABC
0-92'STORAGE DEPTH NOTE: MAIN ENTRANCE DRIVES, ACCESSING SPACES 18-94 TO BE CqNSTRUCTED
WITH A 8"DIP DRIVEWAY CULVERT AT THE RIGHT Dr- WAY LINE (15 FROM, EDGE OF
EXISTING PAVEMENT) WITH THE INVERT AT 16.5" BELOW THE EXISTING EDGE OF
PAVE,MIENT AT PRDPOSED CULVERT LOCATDN
EXISTING STREET CROSS-SECTION (TYP.)
SCALE: NOT TO SCALE
8
A
91
+ 8"DIP DRIVEWAY CULVERT TO BE INSTALLED ONLY AT MAIN ENTRANCE
SHEET #1 OF 4 DRIVES ACCESSING SPACES 18-94, REMAINING MAIN ENTRANCE DRIVES
-I-X: F) k A 4 ")-.1 TO INSTALL 15" RCP CULVERT PLACED IN BOTTOM OF DITCH
In-RuniECT ++ FIV1163r I
DESIGN FILE #: 1632/1632-1/PM1632-1-BARBL4ND.dgn
'Z
4
- 42 20
L
- 4-0
14 ERCi Ai
3
0 JACKSON
44
RES 1 D LF N I k-,
N
�lli t I I S
4
i F 1 LiER
SEWER HOaUP
S i
Ll Cl A RDIWALIK
IWO
C
e4*"
Q,
I O'EASEMENT
EXISTING OFFSET
CUL-DE-SAC DETAIL
WITH IMPROVEMENTS
SCk :7: !d3T TO SCALE
R 50.
R 5C.
HARKERS
ISLAND
EXISTING
ASPHALT
RADIUS 35'
:XIS-ING
kSPHALT
RADIUS 35'
35-00
EXISTING
CUL-DE-SAC DETAIL
WITH IMPROVEMENTS
SCALE: NOT TO SCALE
/-WATER HOOKUP
JIM I N I lh--Vl
'1 L.i"L0 Lli
BAY
SITE-'
&ACK SOUND
VICINITY MAP
RV SPACE AREAS
Space#
Space Area sf)
.ipa WArea_(
Space #
-e Area (sf)
Space
1
2451.28
34
4305.51
67
2836,70
2
2400.00
35
2460.99
68
7938.50
-
-
36
2198-52
69
2067.60
4
- 2400.00
37
1010,00
70
5047.70
5
2400,00
---3191.72
38
2190.00
71
3298.49
6
39
3110,08
72
2275.00
7
203ROO
40
2028.78
73
3317;6-1
8
2010.00
41
T72188
74
3418.69
9
2010.00
42
2122.49
75
2030,00
10
3237.18
43
2325,69
76
1 3307,98
13.
2100.00
44
2418.74
77
471 -C,
12
2100.00
45
4352,01
78
2552.95
13
2100.00
_46
1 2682.49
-79
3S25.06
14
2929.12
47
1 2432,33
80
2025,00
15
2100.00
48
2635.0
16
2100.00
49
-
355236
-
82
2737.50
17
2100.00
so
5990.80
83
352S.00
18
3585.45
51
2222.69
84
2025.00
19
2100.00
2025.00
20
2100.00
53
2039.46
-5
86
Z137.50
21
2100.00
54
2099,08
87
3525.00
22
3171.99
55
2316.69
88 1
2025.00
23
2100.00
56
2250.00
891
T025.00
24
2100.00
57
3162,17
90
'737.50
25
2100.00
58
3698.99
91
3484.16
26
3190.93
59
3944A3
92
2025.00
27
2312.01
60
3863,57
93
28
jIoo.oO
61
43 ;S. 29
94
2737.50
29
2864.27
62
3695.D4
95
2888.88
30
2100.00
63
2460.01
96
2050.14
31 1
2100.00
64
3340.53.
97
2339,9732
1
2100.00
65 I
2945.i8
98
33
2100.00
66
2100.00
_549-9.57
NOTES fl,
1. VEGETATED BUFFERS SHALL BE APPLIED AS SHOWN.
2. A 201 FIRE ACCESS EASEMENT SHALL BE MAINTAINED BETWEEN
LOTS 17 AND 18.
3. TWO 15' WATER ACCESS EASEMENTS SHALL BE MAINTAINED BETWEEN
LOTS 4 AND 5; LOTS 11 AND 12.
4. WATER TO BE PROVIDED BY HARKERS ISLAND WATER & SEWER.
5. SEWER TO BE PROVIDED BY PRIVATE ON -SITE TREATMENT PLANT.
6. ELECTRIC TO BE PROVIDED BY CARTERET COUNTY ELECTRIC CORPORATION.
ALL ELECTRIC TO BE UNDERGROUND WITHIN PROJECT.
7. A 10' UTILITY EASEMENT TO BE PROVIDED IMMEDIATELY OUTSIDE
PRIVATE RIGHT OF WAY.
8. COASTAL MARSH AND NORMAL HIGH WATER LINE FLAGGED BY TERE BARRETT WITH
THE DIVISION OF COASTAL MANAGEMENT.
9. OUTDOOR STORAGE OF ANY MATERIAL• STOCKS, OR EQUIPMENT (OTHER THAN
WITHIN AN INDIVIDUAL RECREATION VEHICLE SPACE) MUST BE SCREENED
FROMANY ABUTTING RESIDENTIAL USE OR DISTRICT, IN ACCORDANCE WITH THE
REQUIREMENTS OF CARTERET COUNTY ORDINANCE,
10. ALL GARBAGE AND REFUSE SHALL BE STORED IN SUITABLE WATERPROOF AND
RODENT PROOF RECEPTACLES WHICH SHALL BE KEPT COVERED WITH TIGHTLY
FITTING LIDS.
11. OFFICE/MAINTENANCE BUILDING NOT PROPOSED FOR THE RV PARK
12. NO BOAT STORAGE IS PROPOSED FOR THE RV PARK.
13. PARK MUST MEET ALL REQUIREMENTS OF THE FLOOD DAMAGE PREVENTION ORDINANCE.
RECREATIONAL VEHICLES THAT REMAIN ON SITE FOR 180 DAYS OR MORE,
PPCREATIONAL VEHICLES MUST MEET ALL REQUIREMENTS FOR NEW CONSTRUCT 1ON
'i�IHUD!NIG ANCHORING AND ELEVATION REQUIREMENTS AS OUTLINED IN THE FLOOD
DAMAGE PREVENTION AND PROTECTION SECTION OF -THE CARTERET COUNTY ORDINANCE.
14. LOT NUMBERS COINCIDE WITH STORMWATER PERMIT SW8 060726.
15. ROAD PREVIOUSLY CONSTRUCTED AS PERMITTED,
4 GAM9 ;;�T N I'R 20'ACCESS DRIVE
(MINIMUM 4" NCDOT
ANDS[QQASTAL WF,*I. APPROVED TYPE
f
10'X 20'PAR ABC STONE)
S F All I
N,
CRUSHED STC'P4z MARK
OR WOOD, AS
DINIS'ON OF
Mcu MANAGEMEWVISIONS:
C
-C/vo OAZ) I
NOTES.
1- SIZES OF LOTS VARY 1200 ISLAND ROAD
2. EACH _SITF To BE DESIOMATt7n rWJ TWC nOrlimin BY LAAO ro A r% I/
/V
A!
I U I fj T Uzv
>
Z 0$ -
4�
re "E-4 ?
.3 Un
3. ALI SPACES SHALL BE GRADED TO PREVENT WATER FROM PONDING
OR"ACCUMU
-LATING ON"OR AROUND THE RECREATION VEHICLE SPACES
4. ALL SPACES ARE WITH IN A FLOOD ZONE AND SHALL �' COMPLY WITH THE
FLOOD DAMAGE PREVENTION OR�­NANCE
I,, �
PIN# r
-335.19.61.
DBI136
AND,
114 Lj
PG375
NCEY4
2926
285--�'
Na
BY
DATE
DESCRIPTILV
i
GYT
9129106
ROAD X-SECTION DAIF
2
GYT
1013.1106
R040 X-SECTION
3
GY?
3113107
DELETE SEWER
4
GYT
TO RV PARK
�­ ' / 1 11 ISITE r_ C� STAKING PLAN
LAYOUT r
YHICAL SPA
SCALE: l'=
INTE
0
E
7
• SFAL
1334-i
0
.0 1� % e AZ'
..INE
C u
FORMERLY BARBOUR'S LANDING
HARKERS ISLAND TWSP, CARTERET COUNTY, NORTH CAROLINA
CLIENT: BARBOUR'S LANDING, LLC DESIGNED:
C/O FRANKIE PENDERGRAPH RDC
ADDRESS: P.O. BOX 19691 DRAWN:
RALEIGH, NC 27619-19691
PHONE; 919-755-0558 CHECKED:
RDC
STROUD FNGINFERING, P.A. APPROVED:
151A HIGHWAY 24 RDC
MOREHEAD CITY, N.C. 28557 DATE:
(3,5"7 7 4 7 9 t R/I 210
SCALE:
R LD D. ULLI HE P. 60

D
Y
S 1 S, L A;,,! D L Vlt�
ls zu
0
WAM PT EIP
45 00 3
40. 00
Vat; iiaIN
s
0
70 0 R E ANi D R E S min0. 0 20 6 AC/ s
10'x 20' 00/ 11-
BATHHOUSE
6"WOODEN WALK
TO BATHHOUSE AND Rr
AC/S
fN A IWIR E
N/1
e_ S :EASEMENT
1 0/vs, 20'FIRE ACCESS "'NIA44� S1JRf-_4 p'rrE- W4S IN -GRADED FOR KzAVY VEHICULAR ACCE,�S
rE­ n 1
OR OF EMERGENCY."VEHICLES
ADI­�: 01?lp ;'1Ar1E_R 7"-­9ATE D/FENCED� TP PREVENT GENE 'AL
1VG lVb r
N V �E L12M La 1PRIC DISPO
RE�
GROUjVD A �101V
S4� AREA P05-LIC USING EMERGENCY ACCESS
55 4C Djs�tJR4'vc I N S T ALL A T I I -ON t)F "EMERGENCY/VEHICLE
Co CD U ONW"`SIjGNS AT ACCESS '
EC
S. 0o
50
0 Iw
25 T C
uj CID
C
D E N
1110 R E
48.03
24 cl/
R C,
0 A, LYN 1. A R i' rf7
-3
A_
17 J0
I?
22
0 21
75
.00
SO
20 .
. . . . . . . . . . . .
u 7-5.0
4.4
S76c-1 IT ....... A I L
ov
> 4Z 16 � V
1� 2 H 75 X
<
4t:
6Z 55. IR8\
... . .... 0_3
cp
N
Z
c!I
01
6L
4
5
N, 0
c�
N* 2 3'
14 ETLANDS IX
RE, S: I A t
E
4E- Qw
42' QAI� c�
cl-
co rn
rq
5
N, 01
A4
�,
-A %\
N
9
17,09.
9 2 1
-�A A 1.
�k
IGO.
A, AL
C
TLAN
N!R_
FFE 10
R
ul
5'ELEVATED WOODEN4'
ACCESS OVER WETLAND 30
4 8N.
W7
AND COASTAL MARSH V_
T7T.- : - t ('
x,
S[J ;N
12
IZAXI I n(-ATT T K I T A -rr 917 9
ONS NOT DEL 1 IN 1 A I LL) /V
D E I Al
(GRAPHICAL REPRESENTATION FOR NOTIFICAI
ONLY, SAV'S EXIST WITHIN THE BOUNDS
01
03
OF THE PROPERTY
Il
&•
. 17
A 3
'4
F,� R E S ID17.NT 7 Al.
,q
IA,
AC ACRES EX - ROARDWAL K
AEC AREA ENVIRONMENTAL CONCERN
CH CHORD
7,?
CL CENTERLINE
DECO DOWN EAST CONSERVATION ORDINANCE
N 7'
vk
P
EX EXISTING N't
-AMR FINISHED ELEVATION
A,
FE
p
LC COASTAL 1-11 ­,­;
INV INVERT �S�TA*C )VEaND4
E I P-
N'T 1 A 1
LF LINEAR FEET -v �T S
MBL MINIMUM BUILDING LINE
EXMH EXISTING MANHOLE
5'ELEVATED WOODENJ
N/F NOW OR FORMERLY
ACCESS OVER WETLAND Q:I
NHW NORMAL HIGH WATER AND COASTAL MARSH S�Af01) C)
R RADIUS N,
RCP REINFORCED CONCRETE PIPE
5/
R/W RIGHT OF WAY
SF SQUARE FEET
TS&V TAPPING SLEEVE & VALVE
TWSP TOWNSHIP
TYP TYPICAL
U.E. UNDERGROUND ELECTRIC
-1- 404 WETLAND
,,I, COASTAL MARSH
SUBMERGED AQUATIC VEGETATION (SAV)
VEGETATED BUFFER YARD/SCREEN
HEET #1-A OF 4
ROjE-T #: PM1632-1
ESIGN FILE #: 1632/1632-1/PM1632-1-RV Sketch 5.dgn
411z'I Dw ­­s, -1 .4-- iiniinno mA
610 30 0 60 120
SCALE: 1"= 60'
IRS
�rf
111112 FRIST "21
LOT NUMBER
WETLANDS (SF)
UPLANDS (SF)
TOTAL (SF)
1
4566-04
16263.34
20829-38
2 _
2132_58
- 11736-13
13868.71
3
3535.24
9457.19
12992-43
4
2318.54
9975.69
12294.23
5
2840-84
10250.19
13091-03
6
4645.58
9752-18 -
14397-76
7
8419-99
-
7767.70
16187.69
8
1576.
57 76
1 6
13448.66
150257_42_
__9
759-10
15168-57
15927.67
10
1429.28
8955.12
10384.
11
3196-60
13608-37
16804.97
12
4298.17
19331.84
?3630.01
13 -
9455,
10827.05
20282.40
14
24912.77
15967.65
40880.42
15 -
9567.71
12091-96
21659.67
16
7489.48
18315.911
45805.42
17
0.00
-15207 �.23
15207.23
18
0:00
15830.38
15830.38
19
0-00
16006.42,
16006-42
20
0.00
16026-14
16026.14
21
0.00
10312-50
10312-50
22
0. 01,
10312 50
10312-50
23
0.00
10312-50
10312.50
24
0.00
1-0271.6-6
10271-66
25
0-00
12778-57
_12778.57
TIE LINE FROM CENTERLINE____,�_
INTERSECTION OF
ISLAND ROAD; NCSR 1335
AND YEOMANS DRIVE, NCSR 1424
V 1,8- INS
- � A
haw °i
4o.- By DATE DESCRIPTION
1200 ISLAND ROAD
A3
HARKERS ISLAND, NC 285
PIN#- 7335.19. 61. 2926
DB1136 PG375
LOT DIMENSIONING PLAN
r-
/At---#t PO 11 NTE­
FORMERLY BARBOUR'S LANDING
1. ING'
HARKERS - ISLAND TWSP, CARTERET COUNTY, NORTH CAROLINA
CLIENT: 9ARBOUR'S LANDING, LLC DESIGNED:
C/O FRANKIE PENDERGRAPH _RDC
0ststleff"tt, ADDRESS: P.O. BOX 19691
0
DRAWN:
tA CA
RALEIGH, NC 27619-19691
GYT
0•% PHONE: [phone] CHECKED.
SEAL RDC
13343 STROUD ENGINEERING, P.A. APPROVED
151A
0, VA', Aw 14' HIGHWAY
-4v 60 , 0 i N S 16�06 *Z% 4% RDC
....... mo AD CITY, 'N.C. 28557 DATE:
0o cov\� 2) 7-7479 1
I I n- SCALE: 3/11/09
RI
60

FRAME AND SOLID LID PER
CONSTRUCT PER ---1 / NCDOT STANDARDS
NCDOT STANDARD 840,.02., /
r--- f•� i' � L
A s rE L SEE PLAN FOR RCP
_ tt LL_ _ [[���� 44 PIPE DIAMETERS
iiA CC\� t� I.. r5- 1._7-,- \<�:. �': r\',-'•�}-t,. t�L.: i.: L.
\` / ri,'};' `_ - - - r •= 6 ANC S
" EX e 4 x4 PRECAS i
\ JUNCTION BOX 2.,--<
_ v- -:- - JUNCTION BOX D E T A I L
SCALE: NOT TO SCALE
You
r,
E 4_7, Q___._-FLOW-_---� IN\t1 8(
a
EX.24"FLARED
END SECTION
J.
f.r j _ �•__ `Z_ "� iz?\ " " ;•iARK ER C. EaND t f
E"•^ . '" }l •1! ,g )..!TVia= " \\ ``---.f7i' �, tf
c�` "u, EX e 64LF 18 RCP �, c �� \�. ''. f/
w, =� TO DROP INLET `` BAN rS 3 _ fD 1,
fi it
2 _ .^'�C(l ar •. "`` f ''.2 AC/S �
A:i-
R'.t'FL.` i \ -' •S• �7/v4 'j``i ` 'i f RDI ft t
' N
.J{
i' '. \�' _ ,
% ■�` 2Q F IRE ACCESS .EASEMENT
rjY 4.0 0 tt
p = ' `� ~��. " -GRADED FOR HEAVY VEHICULAR ACCE'§S
L ri f% M�� �VSJ�E �Y.,. -�= �`���-s.� OF EMERGENCY ;'VE'iICLES -,
i' i 1AL URF-A WAS-r 3
{� ., c� ,t`\ , , Rq 7 �CJE p p '}vq �T} {� =e\'\, �'-'-QATED/FENCED TD PREVENT GENERAL
`).� ,),..r i� { \ \\ f �r I Lit !� `� t-7R't� J .'` �., _h�.� �. _ ..:) \`� - "1- Ll�p 1L i- "EMERGENCY,,/VEHICLE
f �[A i (�J % J
'f \ lY�j B U.?1 Yli FYit_.I%v IY\j A44r L."
ors �Tr� cT�rrLrcor rry rcec \'
OP � G `� ��{ 7 S " �'' I NS\TXt LAT I -ON f6F EMERGENCY,'` VEH I CL E
�f r ` U ,� XF ` ,• 8 t ` 2. S %,V io' A E `�, �. \ '`�, -: `
�- �_ -s ' S O DI R A -- , E QNL`Y, <' S I DNS AT ACCESS
a7_ \- _ ? i Alf r ", "\ ,r
Q: .r r a
4 1.' 1
PROPOSED DUAL
40LF 15 RCP
IN Y E r 20 :: ,- *''1 -� `_ I_... \\\;`.\\\ \ \, r'f _,_h0 , \,,,: } W EN
INV W 1.00
t ��''/`• i F 3.
\R`1IAC"> \��\ \\\\ `� . C, i,, ,`. �1IF�c1aC.E
- j\ Cr'SS r , "�':,�3 } 0 .�'.'�!'� C:
SWALE 1 1 64% fj , �: - �. t.nY\\ `t ; \ \1V7 1 ` \, \ 3;!.y 1=E.E. ``�ik��
Q10� 15 - 31 CFS K
V= 3.49FT/S> \ \\ r
PISCHARGES
UPSTREAM ' , r ° c:,. \
�QF WETLAND y� ( 75 \ i (T 18 h . } � r V �; , , +t• ., c
t .'` i \ - �`.\\ i yam" �� \ �, AR 1� i 3\,i
'� • [ti':.,�.+ I - : E 1' ?�
a i L j .�
w
ty'•t',`{ i !jf f ``\ '` 2.5
EA • 8 2 •�,,, • . f3,•�yt ` :� i `i � j . ' f
.).} �"C :?.'L \ � E 1j " \ " ����� w i4 i 1 .. i / '�• a
L{\. 413.0 i. �r Q tfi vai
r. _
`` i
j ,:.r - f -.a 7'• , V .l 4 V` \ Lv \ :Vv \, \ ,A% f
� ✓s � Cpr Al �4\ I.;�' .I.NV2 ..8
� 2.1 ' -�' •3? Gnu NI
//J v
'r.28
A6 4 SWALE3 @0
/V� Q10= 5.43S /SAY <I GH:� •F�N�� "� E 2
�3E5. FE5.66 ,
�+\ \
DEC,'' i 7 ko-r XFE 45 4 %/i z ~•-,„f[ Y J%^�l \,+ ,i
.' -`.�t , 7_wfy `a 1
e404
•r , �E ,� I, \
} •t` ` +
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1-
�_\ �_. ... *�i " • a.L ,� i1� ?.•' \\ +\ '".i ... � . -ya' " -' .++. \., v a-.v '-- - J•rt +
Q�rlr^ j .. \ \� •.`- ve \ ``` f fr, .vs' �a.1 aL. , a-, fix, r .�. �i j + \i ? 1
, I l
� . 4 "' -, . _ _. t FfE5.00 LOT13 ua +
` ` .\ �:: . v.- : v •a.- - .3 ` � : t5 vv 'S � v''' vc v s. ! J `: / \ \ j i.f
•. � ' :. J i `. ."7 .aa ,.,ay'L,�0.h L \
-
4\;
'� -..e•+ '.rn`.1 ,.,,,, l-.:':Zic_, .a:V ,' ``\ *E�4
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__\ Np ^�, ` ,.. ` 1. `�.: �` =�� 5... �'3i\t.. '" •, , 'a , .+-�-- \ � j' � -
l1• 4` :� v v __/ `:\ v,. •'` •` \• i\: \\ ..}fie' rW :.:` G c.- 1•T.ly v� a" //v1+:- _ •, . ^'_ y`- .::• ` -L Tl0 r'> Q \ ` �„ �' . c t \
-...r.--{+.,, + v'., `!. .Y, /\t v y. vwv • L.'3 40
t < ,J. 4 ♦ S'�'7 '= 1
FE
i
SAV LOCATIONS NOT DELINEATED-/
(GRAPHICAL REPRESENTATION FOR NOTIFICATION j
ONLY. SAV'S EXIST WITHIN THE BOUNDS �
OF THE PROPERTY 40
L. LE G-1E i_YD
AC ACRE S
AEC AREA ENVIRONMENTAL CONCERN
CH CHORD
CL CENTERLINE
EX EXISTING
FE FINISHED ELEVATION
INV INVERT
LF LINEAR FEET
MBL MINIMUM BUILDING LINE
MH MANHOLE
N/F NOW OR FORMERLY
NHW NORMAL HIGH WATER
R RADIUS
RCP REINFORCED CONCRETE PIPE
R/W RIGHT OF WAY
SF SQUARE FEET
TS&V TAPPING SLEEVE & VALVE
TWSP TOWNSHIP
TYP TYPICAL
,le 404 WETLAND
,j/ COASTAL MARSH
SUBMERGED AQUATIC VEGETATION (SAY)
- EXISTING CONTOUR
------ NORMAL HIGH WATER
EXISTING SPOT SHOT
WOOL PARKING
�SHEET
'� H E E T #2O F 4
r-R0JLC• rj' 't•�`.t-�.: PM11 632-1
DESIGN FILE it: 1632/1632-1 /PM1632--1-BARBLAND. dgn
V A lh
G7
v
V= 1.17FT S
-•
3.4
\ .7. \
DAYLIGHT
(T
6.
fi
�yd: :ijC:i
_
v�
a
7•`7'.F
f
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r S I D EN 4 I A 7_i'
"
y
a
NI F
E ``ti
.-
L L I Sf,
,
F
� :i rf`Fr� '` r'• R_l_ PrEN1 Ai_
7
N
\ C04STAL t(Ea`F DS �: ff._'% \DES _ Er�'r I ri''
2,4
N,y -3 ,2 G,
• Mr r
ES
L`
SEED PER SEEDING
SCHEDULE
LINE SLOPES WI--'--k
tXCELSIUR BLANKS!
"SLOP7 •.w�lAtR„ ES 5' BOTTOM 51-OpE.`
q AR
`99PE 5.1 1 .0' MIN
�f�\:j jt,'t ! f �!j J •,'� "a'-:, f, rra r..s! L;.i.a' i.w.:' ::wr`: t .�1! !�F tl`,) f jr f, l`�`�
VEGETATED SWALE SECTION
SCALE: NOT TO SCALE
RV SPACES9 UNITS4 DRIVES
& PARKING SPACES NOT
SHOWN F uR CLARITY
NOTE: DRIVEWAYS LOTS 5-23 TO BE CONSTRUCTED WjTH A 8".DIP
DRIVEWAY CULVERT AT THE RIGHT OF WAY LINE (15 FROM EDGE
OF EXISTING PAVEMENT) WITH THE PIPE INVERT AT 16.5 BELOW
THE EXISTING EDGE OF PAVEMENT AT PROPOSED CULVERT LOCATION
4ia-TTI*; �'STA:rLED OSL� a 5­43dltPDorwAV r1LVE U Bni v4iiV
REMAINING DRIVES TO INSTALL 15" RCP CULVERT PLACED IN
BOTTOM OF DITCH
STDRMWATER DATA
AREA WITHIN 575fAEC = 576,013.22 SF (13.017 AC)
ALLOWABLE 25% IMPERVIOUS = 144 > 003. 30 SF
STORMWATER PERMIT SW8 060726
PERMITTED BUILT UPPN AREA
STREETS = 29,923 SF
LOT BUA = 109.O00 SF
OTHER = 5,077 SF( TREATMENT PLANT AREA,
TOTAL = 144,000 SF
Lv T
ALLOWABLE
ROPERVIOUS
AREA(SF)
+i yr RL"S
RV AREA
(SF) t
GRAVEL
(SO
TOTAL.
(SF}
1
4200
5
1990
1722
3712
488
2
4200
4,
1592
1683
3275
925
3
4200
4
1592
2296
3888
312
4
4200
4
1592
2351
3943
257
5
4200
4
1592
2535
4127
73
6
4200
4
1592
2535
43.27
73
7
4200
3
7 1194
' 2733
3927
273
8
4200
5
1990
2096
4086
114
9
4200
5
1990
2096
4096
114
10
4200
2
796
2523
3319
881
1I
4900
4
1592
2108
3700
1200
12
5500
5
1990
2147
4137
1363
13
4900
2
796
2332
3128
1772
14
42r70
3
1194
1773
2967
x1233
15
4200
3
1194
2614
3808
392
16
5500
4
1592
3781
5373
127
17
42.00
3
1194
2919
4113
87
18
4200
4
1592
2407
3999
201
19
4200
5
1990
2053
4043
157
20
4200
5
1990
2157
4147
53
21
4200
4
1592
2247
3839
361
r 22
r 4200
4
r i592
2247
3839
r 361 7
23
4200
4
1592
2247
3839
361
24
4200
4
1592
2247
3839
361
25
4200
4
1592
2235
3827
373
1
i t a `� e•a �JS '0 ��/J �O
0.0 BOA-: °` ,a
60 30 0 60 120 `':
:! ��; SEAL ors
13343
SCALE: 1 "= 60' ela°a'OtnlcEP'e
�I • e•aeaeeooea R ®�
o=r3rt 1 01�°'
1200 ISLAND ROAD
MARKERS ISLAND, NC 28531
PIN# 7335.19.61.2926
DB1136 PG375
v �v,
VISIONS:
G° PSG Na. DE BY DATE

SEED PER SEEDING
/-SEED STOCKPILED MATERIAL SCHEDULE
PER SEEDING SCHEDULE THIS SHEETLINE _
����\\ti\ham\\\ \ t EXCELSIOREBLANKET�
SILT FENCE AROUND
Ay \ �`J<\ lcy\` z \t\�ti ��l` STOCK PILED MATERIAL 3 OPF VAS,,-
y i
Btl 1 T VPtI 5i- rIv 1.� • 1 ..+.+7
-tii
ti} tj �- :S R,. •at 4y.'. 1�ss 1.�..•t --; ti---v,1 "', �•st :Z :r J{' , a (�..yl z."^=4�a. l .rsF- \ _:.t' r.. 1_t a1,\ '� 1 li i\ \ / ta; ` • f�,.^ r '` f • ''*:.i.: ;;��. , a Q'
r
\,� it -z-�� ,t S -:yat . , R- -�� ,�-.i �-- \;_ -,:[ p!�::.�\..;..� • " `v , c �-., _ _ �, t. ,` tl , . ,,..r 1 r ",w,' !5:.
s,- ' '%•^t" ' ` \, t ��
, \�. ! \. , i 1 0 MIN
lrs �
STOCK L \ /t
SCALE: NOT TO SCALE/�:?`\\✓J •'/f/lam\ iffr f.� ''r` r;� jj'i ;r I\\\
\' CR_- E,y. •+__ E'.ARK S 1S_A",1D,-_i�.`\:t �;'-14 J:.ri%I���_. r! r'�� r,r•,
EX. 4X41-RECpAS ! --_'_ - A ;t h }j�� { jj �
JUNCTION BOX /`•� V' F�1=- -� li {..f it .J iF$A 1 SEC
i 1 UN
ja` \ - __'-- - -_ C•,VC Lu L�C t1, 1 U
- •-" `..�• r v h..', :k - —_ _— — '` ' SCALE: NOT 10 SCALE
...- _., _ '\mil/ ` i ,.,._.,_-__,-� _ "•, tr
Lo ;
EX 24"FLARED
END SECTION F �,.� \ r�"=� „_ - 1
z
F' ' '•+aa.,.... Y` � ,•,T tc �\�` ;;��r'. `\._, '`'�'`� ;-� ARKF R T S At I1-
�•.. L.' t j R s
46
` �C �> '+. s ` 1 pit t \t` l�i /`rS
c EX. 64LF 18 "RCP ��C •.•.a f r,:� �,
Q - `' TO DROP INLET LAND D`i�TURBANCE � �ry �f � HAR , �S zSLri1 N '
i .jam ANi L) l
i:.. •�:
L �1 I-TS, APt4FW.X . 12 AC , -• � ��`�. f fc� i�
t` STONE CONSTRUCTION
.. ,2'� t ,/ �:.2 AC /5 % S _
4 ENTRANCE
l.lt;t L t 1A V
P . 3 ( .. ' •'` �; ~ ram_\ , `` .` .iw \.`` �` - t� i t ? A G �
FILTER FABRI
{` NCDOT 1056
TYPE 3. CLAD
COMPACTED FI
t t r i% ' \ \ . * -.:) ` �' �"\' 1 �r/� ��()``"�._\, ' ` \ ` `•. ` r' / • `�'- ' R E D I N G SCHEDULE
Nr'c �;` 1 �, I;STI�i '• '�. .! ��„7\ �, 20 FIRE ACCESS .EASEMENT l SEED BED PREPARATION
It _ _ Mjj� oivi �3,6 '� r '`•,,,�� r�( K. ~`~�_. -GRADED FOR HEAVY VEHICULAR ACCESS LIME ----_--------------------------- 2 TONS/AC.
'.
to I = ! f Y SED i 1ENT TRAP #2 IMt�L t1, t `�,.�; -;.0 �\ OF EMERGENCI':/ V H I CLES `�
cr 1 WISPIL ' R - LL I NG I N TRAP FACE ASr�Nt1 0 � •., v � � 1 ti=10-20 ----- -- ---- ---------- 1 , Odo LBs. iAC
- AEI GRIP 1 rE-�ATED�FENCED TO PREVENT GENERAL
v 1 �: i t ,; R 1 = ` t� ��,•.. °LO-O------- - - - - ---- ----- 500 LBS. /AC ( AFTER SEED [NG )
W { R STABILIZED ep- �1�y N j�
ONCE C n P A I N A r P, AREA E A F S S T A Y I L I i i. v -`� � A i h i t �` R_ � `\ ('1 1 4`C, 1 T /\ P T t rt� t^ 4 1 i� t1 h P i l r'� \/ /, f '\� :
- ,f� 1 :t �' :` 2tf i ( F - t. trq { , t as to 5 { a.; % ,y t"U%t �I� u U> I IVIi TML rcL;r Ill T AC�r1=SS A Al r _ n 1 ON nc Ma 1 ru
_...r�., �[=PEL! LI=NGTH- 2U 4R I f'Q ? �. .. tr S�'H� T TA.K------------------- 2.,0 GA"/Tu=T �t ,U�.,t
�, F: XF 8 ` 2. G ��NI? rzON SAC ;A& '• -IN .DF EMERGENCY•+VEHICLE se
j1r Q , WIDTH= 1Qf,� LL- �I' � /1C USA t EA 1_ ''.® ,44 a ''`•�...�e^ ����,� -�,_ � -SE ONLY\: SI NS AT ACCESS' DING MIXTURE
-D I MENT TRAP #1 DEPZTH- Rig `- I- ,. \
TEMPORARY SE # .' ;,,.,c - 1 # fVC' .f r' a \ � '\ 1` f ;
FOR FILLING IN TRAP o A `� f tFtBRUARY I -APRIL 30)
W/SPOIL P I LSE AREA I S STAB I L I ZEO 5''� of AEC �'�'-�;' `� \ 4 - i f'PEAL FESCUE-------------------- 50 LBS. /Ac
ONCE DRAINAGE 5`` NSACOLA BAHIAGRASS-------10 LBS./AC
LENGTH= 15` ' ``- -�- `` ` , fir, ,`- ^R'•:, \t` 4 KOItEAN OR KOBE LESPEDEZA (SCARIFIED)---50 LBS./AC
r
`~ q
y
� :ILL t.--, � t ; : `+tee, -• \ ' ".- . � ./" ! t A1#,Y t-AUGUST 31 S
WIDTH- 1G � ,
? \ �.\\
DEPTH= 3' PROPOSED DUAL ; i; r>^-`� `" t + a \ TALL FESCUE--------------------- 50 LBS, iAC
.,
40L F 15 RCP :''` -• _ TE Y SEDIMENT TRAP #7 \ > r �rtvc x t ---- t na i Ht
? v :L ' \ 1'`- f� KORCEAN OR KOBE LE`PED'Z•(SCARFiED} 50
INV E 1.20
EI�PORA,RY NCDL L FQR I I S IT B I ZED . `�.. -.,
i ;-; E A ♦ \..\\ i\ % ``>. BROWNTOP MILLET--------------- 25 LBS./AC ^
INV W 1 .Od F 3 `' ., "`-. _.�, STDCKP LE AREA, s.: LENGTH 25 A ti�\, , � �' (SEPTEMBER 1 - JANUARY 31)
'. SEE DETAIL THIS SHEE �;\ 1 ` .
r , , . --`
SWALE 1 @1 . 64% t ,. , \ 'I •. ? WIQTH = 'O 1 a \i\\, \ fr ' `� f r /c r% TALL FESCUE--------------------- 60 LBS. /AC
01 d= 15.31 CFS , , , ` .,. ,� TEMPO ARY SE MENT RAP #q �♦ �� \ "�v �,, S ..���
iJ= 3.49 P T/S W/SP I L P I L FOR F L I'NG I N ;TRAP " DEPTH= 3 �\ \ c ^ !�(m , y .,-, ,f KOREAN OR KOBE LESPEDEZA (UNSCAR IF IED }--- 60 LBS. /AC
{ ° ram. �, ` ONCE DRAIN
E AREA ISTABIL STABILIZED
_ 'x '� ,\ ,� ;r� tiTL i�.
+ _ RYE (GRAIN)---------------------- 25 L6S, /AC
TEMPORARY SEDIMENT TRAP #3 — . 1� LEND H= 35 \ ;' f - �_ "� •, \3 ; ,4, f FOR SLOPES 2:1 OR STEEPER ADD 30 LBS. /AC SERICEA LESPEDEZA
w'/SPOIL PILE FOR FILLING IN TRAP �_., t �' ''WID H_ 25 j { }_-__ _ { v? {� *►, 44. \\`c'3��,
� ;. • DEP H— 3' _I i - I t_ f ,t`- a - 75 t',OT 1$ ,�♦ �,\;., , \; /� `, `„<t` LANDSCAPING FIXTURE
ONCE DRAINAGE AREA IS STAB I L I ZED E - _ _ - �= h s-- --�•._ - , v- t : -� ��R',-) 'Y \ r� � RI-i . r ( A RY 1 MARCH 3, )
1 �n1 — `zs< <..,,;_ 1:,,t x __ - �` ,- __. _ \ t 77 r,�, ,`� aI N A RC.
�E'NGTH- JJ L s•s f - 1 - \ 1 i.., /s A \' 1 \ ' 9 a\ �F ' t��t t y : !
f i .,# �:; -.'t,: '-'( �i ;-- •1-. T•:. �_. ♦ ` \ �•/:.;,yy� \ice t l,° • S trot., F ,• '` COMMON BERMUDAGRASS (UNHULLED)-----20LBS. LBS. /AC
WIDTH= 25 z 1i s .i—1_[__, , EM ORARY )EDIME TRAP #6 I•
P - 3' , M j ! r ;=_ ! _ ' ;t , W/S OIL PILE FOR LL LING IN TRAP ti. �„. t ` \ ` i KS _ D N' . r, , '� (APRIL I - JULY 31 1
DE TH- - --
'iti H` .`'P` ' { s i ' ON DRAINAGE AREA STABILIZE ?� �F�A
..•� \ ~` \ �,:t �\ COpgMON BERMUDAGRASS (HULLED) -------- 12 LBS./AC
�t `` t .82 .r�e L,ND DISTURBANCE
(tj ► 4{(_ LE GTH= 2t5�r ` s FEB.d LIMITS APPROX. 12 Ae' �.
`�' 3.b \ 1— ' •' F: 1 ^k _____ F1` TH" 101 ,' _ t ti !_ "` ,_ _ \ rar • y td a ,/ ,,, \
1 ` , \ S Q i.I--_, t --1 i D TH- 3 / \ / }� ,. 4f = -� .'� EX .DITCH ON LOT' 1 b MAY
,`: '+ cnt �}� \� p - \ `a `,� � -= �. � ` - e'\t; -N T BE F ILL9"'IN, INSTALL
t i r ti^ w elf_L •' \ 1' t ..�.1 !`-..'• r 'S._ \. - w \ • \ a f
!4.1 18 CULVERT `AT DRIVEWAY
can f^RtiCCTrtfr, \
( X `• --., { I I a� .y^ 5 a 2`asl \ \ 1, t n r r s t v
+ �� \ , , , ' -. X _ - 1 • .I a .' ``,�-�-� Yam•- �•. �8 = - �� ti � \,.,�
>° a�� w .`. ♦♦ l
(�•T /� \ 1 WALE
t�(� p Pj • , i t
`O"�•r..'f \ _ �'•. YfALG �CT.V [a,2 V• fa +♦� \ ` \ \,
41, - -„ �.ttyyy��JJTs • • • i�V X ( \ t, a � y3l`' `a ..5' ':,. s �l.)I i 0 = 5 - {7•• •T3 C F
= %: `ems- ~` "w it-'1 V == 1 . 3 8 I' [ / S a \
1 .., ` < A' `21GHT
-I- '.b a.:a C CST `- E 5. 4 3k l�F E5.6
LAND [} I S T URB AN C E . <• DEC 4 _ - t ~ ,ti! t_ 1r Q� { X F E . 4/i `r s j _, \ \ �•-� \,
LIMITS APPROX. 12 AC r ; � U�FER � \` 8 .... \ � \
` •..� f /jj..w ~ �..._ ,. i ; �o x " .v - _ \ v`r5� \ .t• ' a� F \` t \
r r t r r � �` `'!r ,� •� , � � � ' - .,�� I ttt �i .vim ,-, a�v;,.�, y� � t;l - .i .�..` ` , ,#
t i { •'k ••�; i •� '`.f a r .„ �1. -.. ;� `
t.tt 100
} '1^ .'r1 s•' t ,j
jjjj TLAND
%_ i `f l -7
_ t emu. _,.`,�-. t ry`+ • . S i C tL,�}-�, t.t'i s ..<
� \' ("°'_�'�"•.-' ... � ! i t,, i V 4 E i " ..
\ .. / \ �..�• ` ` > ' \ � o"� _ J' � ..w',i�i .cS vv �` 9 � �.-•' lu /r \` � _ }{tea `
\
�� `? ^y \ �•i1- ,�;1- ,�•�`\ �' j r• \, ! `•.', i.�- wu ,t s'a.,=z•, �•-. .,__f _; 6 ` `1
� �f �� r1 �`' �' \ ` ~ � ', \�'', �!' °� •il' �,.. a
A 1 "� >H �• f \ \\; •`,' ,;. \ \ - > ` �. \ •! yla-yva�{ a•.• \ ,2�+, s, t T t t r �,,,' a `� �,} it
Y 1 \ � �ti ` f .a.:' Siv'�. iI, \ "_ � ♦ a.M,A •. � wN Y }'�,. •Gs.,, � Y F� \ I t � i
\ ... \ _• v t Ill
jJ�� [� w , ` " \ LT. \�' { f y^ �•9�^w _ v ♦ - `e ♦ ? `_. ...
LEVEfV� }rY CZ jr '\ �4a1 ♦ a���� t (J7 Y\ r\
AC ACRES \ \1`\. \• �'•L+. 'a'°'tak� V . 1 t \� ,r\ Nr
'' i 1 ! • 4_',.J a ,{ V. �u.�: \ 4 .` `, ` ('— , S .b �.. ,i• !• I 1 ` 5 1. (_ 1. t ` •5 , `` \ \ '\
AEC AREA ENVIRONMENTAL CONCERN ` > . > `� :•""Ce ka e ,,., '\ • \;t" VE `' .� t1
S 7
CH CHORD �r�l �Gf �, _ ,� `._A E2.,:B . `\ \ \ -? i \
e ti 1r I=} v u. (� LQ t t iTl y' r� \ a •. - f i
CL CENTERLINE <;:'_r:-_ ��.�1 �'��•:- L.- =�4�€� I
r: : '' - '� \1 .ir- ,1 i-.�*,�,>r• aa. yr ,-•.? a .a i ! ` h ' .....Y.\ ii�,. ac S''v�x• '\ ti `'� ;%
EX EXISTING
FINISHED ELEVATION y 4 _ a:\,.-u.�;il`; ism , , r n, LUT10 ; .\ nFE
INV INVERT .F.:;,, 1
LF LINEAR FEET .s:„.':' ��` '�; `.`R•� �• \tw_ 3
I,48L MINIMUM BUILDING LINEC1S L i 'zL�T11 f \ _
\ e `` t 1 ,:' �: • `�:
MH MANHOLE `\ ` " " . \i•t , \r " ' W T (AND`'
N/F NOW OR FORMERLY
NHW NORMAL HIGH WATER
R RADIUS
RCP REINFORCED CONCRETE PIPE
R/W RIGHT OF WAY
SF SQUARE FEET
TS8:V TAPPING SLEEVE 8. VALVE
TWSP TOWNSHIP
TYP TYPICAL
111 404 WETLAND
\IL COASTAL MARS14
L_J SUBMERGED AQUATIC VEGETATION (SAV)
--4-- EXISTING CONTOUR
NORMAL HIGH WATER
+2.:3 EXISTING SPOT SHOT
�3\ WOOD PARKING
SAV LOCATIONS NOT DELINIATED
(GRAPHICAL REPRESENTATION FOR NOTIFICATIO
ONLY, SAV'S EXIST WITHIN THE BOUNDS
OF THE PROPERTY
CU1VS T RUCT I %N cS _utJcNC1E
1. CLEAR AND GRUB SITE.
2. INSTALL STONE CONSTRUCTION ENTRANCE.
3. INSTALL SILT FENCING AS SHOWN ON PLANS, WITHIN AREAS
OF CONSTRUCTION.
A. CONSTRUCT DRAINAGE SWALES AND TEMPORARY SEDIMENT TRAPS WHERE
SPECIFIED. STOCKPILE MATERIAL AS SHOWN ON PLANS AND SEED IMMEDIATELY
INSTALL EXCELSIOR EROSION CONTROL BLANKET WITHIN ALL SWALES. SEED
CONSTRUCTED DRAINAGE SWALES WITHIN 21 CALENDAR DAYS OF LAND DISTURBANCE.
5. ROUGH GRADE. ROAD AND ROAD SIDE DITCHES.
6, INSTALL UTILITIES.
7. FINE GRADE STREET AREA AND SEED AREA TO REMAIN OUTSIDE
OF PAVED AREA.
8. PAVE STREET.
S. PERFORM FINAL SEEDING AND MULCHING, FILL-IN TEMPORARY SEDIMENT TRAPS
WITH STOCKPILED MATERIAL WITHIN DRAINAGE AREA ONCE CONSTRUCTION
WITHIN SAID DRAINAGE AREA HAS BEEN DEVELOPED AND STABILIZED.
NOTES:
1• GRADING CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
LAND DISTURBING ACTIVITIES TO ENSURE COMPLIANCE WITH THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.
THE CONTRACTOR SHALL OBTAIN A COPY OF THE PERMIT ISSUED BY
THE N.C. DIVISION OF LAND RESOURCES -LAND QUALITY SECTION ALONG
WITH WRITTEN NARRATIVE FROM THE OWNER OR ENGINEER AND BE
THOROUGHLY FAMILIAR WITH THE REQUIREMENTS. THE CONTRACTOR
SHALL INSPECT ALL EROSION CONTROL DEVICES AFTER RAIN EVENTS
AND REMOVE ACCUMULATED SEDIMENT, REGRADE AND RESEED
ERODED AREAS, MAINTAIN RIP RAP ENERGY DISSIPATORS, AND CLEAR
ANY DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS ASSOCIATED
WITH THE PROJECT.
2. MAXIMUM EXTENT LAND DISTURBANCE AREA LIMIT = 12.0 ACRES.
SHEET #3 OF 4
PROJECT #R PM1 632--1
DESIGN FILE #: 1632/1632-1/PM1632-1-BARBLAND.dgn
SILT FENCE, SEE
DETAIL THIS SHEET
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j, TEMPORARY SEDIMENT TRAP #5
W/SPOIL PILE FOR FILLING IN TR
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LEN�1G H= Ltdvl"'"' v .- `r....,.
WIDTH= 20 6� \ w
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GRAVEL
FACE
FLOW LINE TOP ELEVATION OF STORMWATER
7w7gmtf7
1 SEE i \
14 TRAP LENGTH ---.I i _--1 1 i= 1 .
(LENGTH AND WIDTH DIMENSIONS GIVEN ON PLAN VIEW)
CONTINUE RIP RAP Off'
fUP SIDES OF SPILLWAY
TEMPORARY SEDIMENT TRAP DETAIL
SCALE: NOT TO SCALE
NOTES:
I. 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 SWALES.
B RIP RAP
urA N \\
i,N3. �i-'
COASTAL # ,J$ ANDS
` h
RV SPACES, ONITSv DRIVES
& PARKING SPACES NOT
SHOWN FOR Zvi AR T TY
- a�a,an�a�rseeao
QA�
\ fJclsSs/o a
s
a -YQ• m
`/ 4 ¢ r°s 60 30 0 60 120 ,•;' SEAL
v
a ��
l3 a 13343 u
CDC 0
SCALE: 1 "= 601 ®®` @G1Nv�.••����4
'ealll/l00000b�
10' MAX. WITH WIRE
�-`_ 6` MAX WITHOUT WIRE��
SILT FENCE DETAIL
SCALE: Nil T T O SCALC
NOTES:
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.
OR USE G' WOOD POST WITH 3" DIAMETER.
EX. EDGE OF
PAVEMENT
CRUSH & RUN
(6" CABC)
Lfyi. C C.1•=., 0,
STONE STONE CDNSfRUCTION ENTRANCE
SCALE: NOT TO SCE:=(-E
1200 ISLAND ROAD
1-Y JA-lRl\EDt +�? I SLtA-1ND , NC 2V2,1.)
PIN# 7335-19-61.2926
DB1136 PG375
�I
4.3
cC �'S VAL
REVISIONS: