SW8071024_APPROVED PLANS_20160329

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 Cl1 I ON
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
201�v o 32 q
YYYYMMDD

iERM1o1 woele�osar
2'
ELEVSEE ATION NPER-OTE
a�.��irH�p���aw���r��tl*��
C' I L a i t iio ii Ili'••'ram-'iaTi"w'lii""" nor
SO' RIGHT OF WAY
720'
r2'
10.0, -+I
e• COMP. ABC STONE BASE
20 0` I CNIG
24.0'
All Internal Streets
Sherwood Avenue
Street Cross Sections
NO SCALE
Ps �. .I Pe
SECTION A -A SECTION B-B
I -I..-- r%-A.-:I
LIE CENTER OF SCALE V/
SOD CPINED TO PREVENT
DISLODGEMENT)
P.L1. OONaEfE
*WWWr Tye• SGSA
AeC
1. OJM NO OWM (PLY 10 K UM
0 AIEAS earl ON PLANS
2 WILL wTIM TO et UM N AREAS
rnE allo M SUP7RaEVAMD.
A LRGeN OW43 NMLSS GRAM OWATE OTABROM
/
r
\ I 1 1
L\
\
CieSE
Tit
/
TRAP e
C / YIETLAND
\
\
I
" x
4
\
\
1
ti
r1
L. Ard Development Corp.
/ \
D.B. 108. Pg. 324
WETLAND
/ \\
P.I.N. 53 11-67-7193
q
L
7
Li
EXISTING ROAD
1r
WETLAND
1r
R/W
50' MIN.
`
C
LENGTH
\ v
00^�
12 GONE 4W ON !SIN• MM VOTE NOG® ONTO
PPVOMM O M16S ON NET,. POM ON FASIVED
To ®M OR ROOD POST WITH Na a SfAPLM
STRULTU IM. I
NOTE,
use CLASS I RIP RAP FOR STRUCTURAL
STOW AND PAY FDIC AT THE CONTRACT UST
PRICE PER SOUME YARD OR PER TON MIN
RID RAP, CLASS 1.
USE N0 S OR NO. 37 STOE FOR
SEDIMENT CONTROL AND PAY FOR AT THE
CONTRACT UNIT PRICE PER TON SEDIMENT
CONTROL STONE.
STM NOT USE SE 0[NT DM IN A LIVE
REMOVE ACCIPRILATED SEDO"T WHEN
STORAGE AREA I: 1 PULL
eouw veor
nr•y
Sediment Trap Detail
NO SCALE
'i
yr wR
'/M1q%. ' �T•%Ce � nth
STABILIZATION
:SPECIFICATIONS
AS REG'D 1
D LINE CENTER OF SW" W/
SOD NPDIED TD PREVENT
DISLODGEMENT)
3:1 SWALE
NO SCALE
VEGETATIVE STABILIZATION
/PER SEEDING SPECIFICATIONS
AS REG'D
I I
LINE CENTER OF SCALE W/
SOD (PINNED TO PREVENT
DISLODGEMENT)
5:1 SWALE
hTlEar-
Swale Detail
NO SCALE
Legend
TEMPORARY (RAVEL CONSTRUCT113 N ENT/E%T
SODDING
OS
MULCHING
ON
RIPRAP-LINED CHANNEL
rMrl
SOD -LINED CHANNEL
d'b
LEVEL SPREADER
OUTLET STABILIZATION STRUCTURE
EXCAVATED DROP INLET PROTECTION (TEMP)
93
FABRIC DROP INLET PROTECTION (TEMP)
BLOCK ink GRAVEL MIT PROTECTION (TEMP)
a
TEMPORARY SEDIMENT TRAP
SILT FENCE
-of-
ROCK DAM
V
CHECK DAM
PROPOSED FINISH GRADE
rr-ii►77---/0�••eP'xR1
/9
PROPOSED TOP OF CURB GRADE
PIPE LABEL
uArf
I - - - - - - - - - - - - - - - - - - - - - - - - - - -
L. Ardan Development Corp.
D.B. 1108, Pg. 324
P.I.N. 5374.11-67-7193 I
/
1
1. Sedbnmt aaebal Mdaee and eblMtuno " be IN I .
PLAN NEW
nalntalned Oland alnwdod w neoded to bro%Ne of food"
sane Goodoal� u�U the contrew"
Line 1000 Rn./aa
wdYnontatlan
FwOSDer (10-10-10) sm IbeZ
U. 1.5 tono/oo
2
A
�Oena aM Lend ltualRy Section par
�Spt.
1. Stao sae - Uw MSNA doe No 2 2-1/r to I) or AASNTO
((
am Mu, owe Me, 2 ( 2-1/2' to 1-1/2.1 Use
-
_
to bagM G eelOwnellan.
e. hwbaA wlSaod emebuotlen Mtren e).
C. 011t fora " be inetdod at wise ei ~" o11.. eaIn
1 - AILS 1) 100 ba/aa
Apt - SOL 1) 75 RM./aa.
�_
- m d down eRw Ora a aNare6
slat,
/
2 LLwangsttw� oMotew, but net Im Mal to feet
2,D.
n.13
tailed the
Sh fen e M mdn wtl tlro One a oteblaed aempetd}
sH tout
Rye Oea (SWL 1 - APA I ordy) •0 ka/ea.
1 Trklner - Net lees Vice da (e) Mdr
a. rdM - Net Ire awn At Vieth of dl Points of
_
D. BL% ,treat•, inction. NretaAl
wdtmmt starape dedeo.
0wlnatl MINI (Apl 1 - Sept. 1 ady) SO bo./x
inPesP a Minemsn a 12'.
qwe.
s. wddrq - Who, neeerwyt Mode die be cleared to
"MIOud
soda. Inetd slam d'ainaDo PRMq and auaet pratestlen.
IeW
L Mw1oAMalr @W"4 mdvh aN Netdl eN 1Mn N wales..
1 - ApA 1
snow oeenert Fier to "be ante public "ybt-of-
F. Maintain saelal oanb'd nwaawee ore needed to coon
fullAalatanaNlNy.
Kobe LolOodeas so Iba/fro.
Rye Grain too Res,
own odrbq Is roaueoa. It dime ti. caw elan
Once stdrlaw Nth crushed oboe Mddr drama Into m
0. Piece CHIC eTa aorpastod wASrade. boatel wphdt
ce.
Apt 16 - opt 1
appnc eel oedinrert trap or eedenonl bodn. M sedenert
drill be pevsrted from onto" an darn drill, ditch.
yy mo
-NA11A1AL GI IDE
N. Rrwod aM ndcb drarddwa and Atdwe. bald Micro an
Garman Mint 10 M. ore.
SpL 1 - Dec. Is
a Veleceees a•oapr ues of enaeI 6W. bawd•
d rwndrllp ado awprVo1de paw w•er on d eopsead dew.)
I. sod fatlRes, L' s`d d 15days
Rye trabl 100 rL/aa.
-wtq WIN SeL fIa TAM eAaOILL
and a1 VMin
a. CmVaala a npanla for naeltstlInG pw scalar mc"I
L 4 The mine o eland be nrolfdrw in a
Cow r INDOL
of eanpatbp any phew of IM aradIna Verb.
Pe
nwomp, aN anew nwane a r0"a to t
aawleen drldr we perm baddra a Aeoen of
eedenert mto pblk nrIdp1rrh-ef-osy. The nay -rqWAkv�
top dreee. rtind
r MNMA1
- a m N10
CAIaIY A1aROK fY a rAreC N10 1101Ot
A Now t graando er fad crew ~ Is
aaraNy deya a no nee 1Mn AO colerda drys fella
orrrdetlon d construction.
aaeelarotM weden aeon deep or Ma ConVw"
Npeel d madam embol dedooe after emy ro1nM viont
Le
peadla wM as atone es o"INUme
IETua M O1 e•ILd• IRAM a000 POSTS AT a
sping
roPd'. remove waumulalW eodnsrL a eupplwnmt Meow"
Ownand aM npdr aw/a dom at a my rrrwves used to
I
IS la YANIAAI. OGM Oa 11b0a MA1a eaU{G
K. RW MW d � aMoo aMr palnmme POMdocUr
m oft e.
d mraft"
SoArmEo . ANsed
arena a
: Jr Ion' aesAA.
a ootablldrN
S. 0roi a bee=ebebpp�M*t#ael� r�e
ML Vor4mwM6aM
Gap.
L
S S odkm
so"central nwevM P'aP'ada NL Iadah to
ImmeeatMp
APdr k,, and faUbw and work brta O-e bwhw of W. Sod
rMiotpaWM Uww
nINMa and e. dabwt.d mNanl)� and" wvwad with a dom
S. For add tlmd re"Iremsds, eve sm peeled sedan
shoo mulch. AN mulch "be aopad a aphdt tanked to help
and so& ro tallen pannR.
hold In pWm Materiel are applieoUsn rotes ore w !daps
TA.M... i�r.•..r.4r..I.NFi..e. C..,�rn•nr.iv
Silt Fence Detail
NO SCAT
Safrit Properties, LLC
D.B. 795. Pg. 738
P.I.N. 5374.08-87-6872
PER GRADING
P 9T %VD.
N.C•24
Vicinity Map
NO S LE
NUM13F
MM
LEtlSL12i
DEPTIi
1
16'
49'
3.5'
2
19,
"1
3.5'
3
17'
50'
3.5'
4
22'
65'
3.5'
5
14'
42'
3.5'
6
13'
40'
3.5'
7
11'
31'
3.5'
8
17'
51'
3.5'
9
17'
49'
3.5'
10
18'
52'
3.5'
11
13'
37'
3.5'
R'
CONSTANT ELEVATIO
.L A`RL CTAr11TA"r
Level Spreader Section
NO SCALE
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMIS_10"I
DIVISION OF EATER Ci',,LITY
Date Ws 3
Stormwater Permit No-5W � Dl
G$
GRAPHIC SCALE
( IN FEET )
I inch = 100 ft.
REVISIONS
5 25 06 PER WCWC
7 21 O6 PER DWOT FIR
Q
a�
C
In I
CO N
C
C
C4 r7
iT
Cj O
N
.=
a
z ''
C
•�
y
0:
a
CO
m U-
C
v
3
= 1
W
;�
Nu
Z
>:
4-J
N
]L
3 0
O
E
o
0
O
`-,
°
In
04
W
U
In
LU
IL 0
M Of
_
fo
4-J
C
n
M O
U
9
U
Mpg"
=
a
O
r H ta
iin•1 O
•P-1
O � Z
Zz_
M•+•4 W
U
F�
U
C
SCALE: 1 " 100'
DATE: 5/1 /2006
PROJECT: 06-026
DRAWN BY: JC/DKN
a
SHEET 2/9

00, O(
Marsh
INFlL
30' MQL —
�O
,rP
WATER
ON BASIN
1
1
oe
n, 8- FES l
N/F
Carteret County
D.B. 602. Pg. 28
P.I.N. 5374.08-67
---------------
�PAIR AREA =F�EPA A
REPAIR AREA REPAIR AREA
Kau REPAIR AREA
a,„ h[ .. T9 ■, .■..a:■ ->S - �(7•• 1:7a�1a(ea : • _ _._.. - - I ;'�I I
k...
I •
FLA 'r —� •
■I. I:�..I I..I.I.:I.I..IMIMMI
I..I I=:1.- 1.�mi= 1 i
kag
.1
INKS
i
I.\\I.I..I
• __ —
_ a a
Qsa�• .any..
CiWR
.
—�%—
1 I Marsh rbour Section 1
Marsh H rbour Partners, Inc.
S eT�a� ' {�•
REVISIONS
SR 1114 Sept. 7, 2007 per Owner
PFlq' RD.
Si t e recwood
Abaco Dr.00
5 Pie
Marsh Island Dr. M LO
U
z
Ui
O S N O
J
CEDAR POINT BLVD•
N C•24 z
c�
tT
00
Vicinity Map
NO SCALE
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
LA -GEC
�V
DRAINAGE PIPE CHART
AREA O10 DIAMETER GRADE LENGTH
VELOCITY
PIPE (acres) (efa) (inches) (8) (1f)
(fps)
-A- 4.48 19.3 18 10.6 8
-B- 4.48 19.3 24 0.80 64
6.5
.C. 4.48 19.3 24 0.80
4-I RCP - Reinforced Concrete Pipe
tc-5 min. LF -Linear Feet
110-7.17 in/hr. FPS - Feet per Second
C-0.60
* Sun of capacities of upstream tributary culverts.
NOTE:
1. Contractor shall use RCP or DIP for all pipes underneath asphalt
or concrete traffic areas. Contractor may use RCP, DIP, PVC or
HDPE (2 wall) in all other areas.
/ REPAIR AREA
IIII 'I \% 1 •` LOT 12
R]DO
II • III I ,-
I I I Marsh Harbour Set
I II II I I % Marsh Harbour Partn
37 I
3�� I I 8 1 39 I II II I 48 1 ; _-I ` I I /
� I 1 49
1
IIII j I i I 50 / Marsh Harbour Section 1 {/
51 / Marsh Harbour Partners, Inc.
53
-----�-----11T
Cape Carteret Fire & Rescue
M.B. 28, PG. 109
\\ \ \
1) APPLICANT IS REQUESTING CONDITIONAL USE APPROVAL TO DEVELOP A PLANNED
USE DEVELOPMENT (PUD)IN ACCORDANCE WITH SECTION 15-350 OF THE TOWNS OF
CEDAR POINT ZONING ORDINANCE AND TO DEVELOP MULT-FAMILY RESIDENTIAL LAND
USES IN ACCORD WITH THE TOWN OF CEDAR POINT HOUSING ORDINANCE.
2) APPLICANT SHALL ADHERE TO THE MINIMUM 30' SETBACK FOR ALL STRUCTURES
PER SECTION 15-374 OF THE ZONING ORDINANCE.
3) THERE ARE NO ENDANGERED SPECIES CURRENTLY UTILIZING THIS PROPERTY AS TO
THE BEST OF THE APPLICATANTS KNOWLEDGE. / / Safrit Properties, LLC
4) WATER SYSTEM DESIGN HAS BEEN PREVIOUSLY APPROVED BY WEST CARTERET WATER \ \ \ / D.S. 795. Pg. 738
CORP. P.I.N. 5374.08-87-6872
5) ALL STORMWATER SHALL BE DIVERTED TO PROPOSED INFILTRATION AREA. INFILTRATION
BASINS) SHALL BE DESIGNED IN ACCORDANCE WITH DENR-DWQ REQUIREMENTS.
6)THE NUMBER AND SIZE OF ALL REQUIRED HANDICAP SPACES SHALL BE DETERMINED BY
BUILDING INSPECTOR IN ACCORD WITH N.C. BUILDING CODE.
7) IF REQUIRED BY N.C. BUILDING CODE, BUILDINGS WILL -BE SPRINKLED.
8) ALL DELINEATED BUFFER AREAS SHALL BE PRESERVED. IF FOR ANY REASON ANY OF THE
EXISTING VEGETATION IS REMOVED OR DESTOYED, IT SHALL BE RE-ESTABLISHED BY THE GRAPHIC SCALE
DEVELOPER OR HOMEOWNERS ASSOCIATION.
9)DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF STREETS, PARKING AREAS, BUILDINGS
AND COMMON AREAS UNTIL SUCH TIME AS HOMEOWNERS ASSOCIATION IS FORMALLY ESTABLISHED.
10) THERE SHALL BE NO STORAGE OF FLAMMABLE MATERIALS OR NATURAL GAS BOTTLES UNDER
THE STAIR AREAS.
plauffmin imp Sod
NOT RELEASED FOR C NSTRUCTION
(INrm)
1 inch as 40 ft.
Q
°.
>^
o
�
C
M C
C
N n
L
w
SC
C
..
V
N
_CL
C
H E
X
oN
m�
U N
= 2
to
0
0.5
0 1
q u1
U
3 o
o
LU
AR
•�
M �
N
�
M
U
u
n.
M
CIO
;! y.........'O
.;
SCALE: 1" = wl
DATE: 9/3/2007
PROJECT: 07-009
DRAWN BY: JC/DKN
SHEET 1/2

F—
tn
W
Q
IND
in
lT
00
1-
C)
CD
(U
�0
0
3
6
.3
♦'
Ql
O
CL
/
0
3
/
♦'
U
Q)
O
L
CL_
T
Ql
d
Di
f
C7
C7
flJ
4-0
U
QJ
O
L
OL
d
J
/
U
Infiltration Basins - Plan
Scale: 1" = 30'
PeR
CONTRACTOR SHALL INSTALL INFILTRATION BASIN CONCURRENT WITH EROSION CONTROL
MEASURES AND USE BASIN FOR TEMPORARY SEDIMENT STORAGE, AFTER PERMANENT
GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL REMOVE ACCUMULATED SEDIMENT AND
RESTORE BASIN TO THE GRADE AND CONTOUR INDICATED BELOW,
VEGETATED FILTER PLANTING SCHEDULE
NOTE, PLANTING SCHEDULE APPLIES ONLY TO VEGETATED FILTER,
SPREAD 4' TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH UNIFORM GRADE
PRIOR TO PLANTING• PLANT ANY TWO (2) OF THE FOLLOWING SPECIES WITHIN
THE LIMITS OF THE DESIGNATED VEGETATED SHELF AT A DENSITY NOT LESS THAN
ONE PLANTING PER SQUARE YARD
SCDENTIFIC NAME CDNMDN NAME
Pe(tandra virglnla Arrow Arun
Saggitarla latifolla Arrowhead/Duck Potato
Andropogon virginicus Broomsedge
Andropogon glomeratus Bushy Beerdgrass
TYpho, spp. Cattall
Ceratophyllum DWQersum CoontaK
Sclrpus pungens Common Three Square
Lenny spp. Duckweed
Saururus cernuus Llzard Tall
Hlblscus moscheutos Marsh Hibiscus
Pontederla cordate Pickerelweed
Potamogeton pectinatus Pond Weed
Leersla oryloides Rice Cutgross
Carex spp. Sedgpes
Sclrpus vatldus SON Stem Bultrush
Polygonnum spp. Smartweed
Juncus effesus Soft Rush
Nupher tuteum Spatterdock /Sod
C-p
Pankum vergatum Swltchgrass
Acorus calamus Sweet Flag
Eloden canadensls Waterweed 3
Volisnerla amerlcama Wild Celery 1
Zlzania aquatics Wild Rice
c
n Width
Section
Too of Slope
,Elev.-See Table
INFILTRATION BASIN
AREA AT BASIN BOTTOM (ELEV-10.50) - 4,852 SF
AREA AT TEMP. STORAGE (ELEV-12.50) - 7,809 SF
TEMP STORAGE VOLUME = 12,661 CF (BY AVG. END)
Layout & Stakin Plan
Scale: 1" = 30'
Top of Berm
Elev,=13.50
o 0. 1 Embankment' Fllit'
H A (See Note)
50) 1
Width Varies
S.H.W.T, (Elev<8.50.) v
Infiltration Basin - Section
Scale: None (Vertically Exaggerated)
Min. Filter Length-50'
/Diversion Structure
C-pede
Flow Line at 3.0% / \8y-Pass
8.0 Elev. 11.0 Pipe
Vegetated Filter Detail
NO SCALE
Profile
Embankment shall be constructed of
uniform native materlal (free of excess
slit, rock or gravel, debris or vegetative
matter) compacted to 95% of maximum dry
density In accordance with ASTM D1557
(8'-12' Lifts)
Toe of Slope
(Match Exist Grade)
1" ST. STEEL
STRAPS (4' O.C.
TYP.)
INLET I
DRILL ALTERNATE LOCATION
HOLES (EACH 6- INTERVAL)
DIA. OF HOLES SHALL BE 3"
(32 HOLES (MIN) PER DIFFUSER)
HOLE LOCATIONS
(TYP)
COVER LOCATION
(CENTERED ON BOX)
I
PIPE "B" OUT
(TO BASIN)
I REVISIONS
N
a Sept. 7, 2007 per Owner
1
L Jan. 3, 2007 per DWQ SW
s
TI 25000 CONC.
FOOTING
R ASONRY WEIR WAA
1 v. "e'"•..'�Y
1— — — — — — — — — — — — — --
4"
8•' I I 4"
SO" SO.
-
_50" SO.
Plan
MASONRY WEIR WALL
PIPE "B" OUT
(TO BASIN)
15" CORREGATED, PER—
FORATED PIPE, WITH END(S) BLOCKED.
END CAP
O O O /
O O
u,rruatK LtmGlm = MILK WIUIK
Diffuser Detail
No Scale
MOBILE HOME
AUGER TYPE
—r ANCHORS
CAST IRON
/ RING $COVER
:•a. �1
50
�— OPEN
e '
WEIR TOP-13.00 ' 1 0
\ \
le
fsIPE "C" OUT]
\BY-PASS)
INV. / INV.
:.
1� 11.ISe
SEDIMENT STORAGE
AREA
v QQQ A
SO
S,Q•.
Section
PIPE "A* IN
NOTE,
STRUCTURE MAY BE OF MASONRY (FIELD
BUILT) OR PRECAST CONSTRUCTION.
"A" IN
2500/ CONC.
FOOTING
Diversion Structure Detail
NO SCALE
EROSION AND SEDIMENTATION
CONTROL NOTES:
1.
Sediment control devices and structures shall be installed,
maintained and amended as needed to provide effective
control of occeleroted sedimentation until the contributing
watersheds are stabilized.
2.
Construction Seoul nce•.
A. Notlfy Engineer, Owner and Land Duality Section prior
to beginning construction.
B. Install stabilized construction entrances.
C. Silt fence shall be installed at edge of clearing, on all
down slopes immediately after area is dewed. Silt fence
shall be maintained until the area Is stabilized competely.
D. Construct drainage *wales and stormwater pond. Install
storm drainage piping.
E. Immediately seed, mulch and Install liners.
F. Makltakl erosion control measures as needed to assure
full functionabllilty.
G. Place CABC over compacted subgrads. Install asphalt
surface course.
H. Reseed and mulch shoulders and ditches. Install liners an
all swales (and provide ground cover on all exposed slopes.)
1. Seed, fertilize, and mulch all disturbed areas within 15 days
of completing any phase of the grading work.
J. Permanent groundcover for all disturbed areas within 15
working days or no more than 90 calendar days following
completion of construction.
3.
Seeding Specifications
Apply lime and fertilizer and work Into 4-6 Inches of soil. Seed
mixture shall be distributed uniformly and covered with a dean
straw mulch. All mulch shall be crimped or asphalt tacked to
help
hold In place. Material and application rates are as follows:
Material AOclk:ation
Lime
Rate
1000 lbs./oc.
Fertilizer (10-10-10)
8W lbs./ae.
Mulch
Permanent Seeding
1.5 tone/oc.
Common Bermuda
(Unhulled Sept. 1 — April 1)
100 lbs./oc.
(Hulled April — Sept. 1)
75 lbs./ac.
"Rebel" Fescue
50 lbs./ac.
Rye Grain (Sept. 1 — April 1 only)
50 lbs./ac.
German Millet (April 1 — Sept. 1 only)
Tomeerery Seeding
50 lbs./ac.
Dec. 1 S — A 15
Kobe Lespedezo
50 lbs./ac.
Rye Grain
100 lbs./ac.
April 15 — Sept. 1
German Millet
40 lbs./ac.
Sept. 1 — Dec. 15
Rye Grain
100 lbs./ac.
4.
Contractor Is responsible for maintaining dll erosion control
measures and anand measures as required to prevent
accelerated erosion from taking place on this site. Contractor
inspect all erosion control devices after every rainfall event
repair, remove accumulated sediment, or supplement measures
may be necessary to prevent erosion do retain sediment on site.
S.
Once all areas have been stabilized, contractor Is to remove
temporary erosion control measures, regrade, & mulch to
rest�ilize these areas.
6.
For additional requirements, see the approved erosion
and sedimentation permit.
panuM �oP� saiR
NOT RELEASED FOR NMMUCnON
J_
Q
h-
W
0
Z
V1
Q
GO
0
Q
K
J
Z
Q
a�
0
k0
4)
a. o
C
C
N I
00 �
n
111
N
L
.�
-i
A�
C W
a+
Z v
C
O
p
Wm
C
U y
x
u.l
IOU
2
cZ
am
O
C
o 1
;
in
V
''`N o
w
W
O
C
n v
dD W
>
V
U
x
a
C
U +;
H C_
W O
a
d� o
� u v
.0
t Uj U
F w r-
Z C O
d 0 .r.+
L
Q
U 0
SCALE: AS SHOWN
DATE: 9/3/2007
PROJECT: 07-009
DRAWN BY: JC/DKN
SHEET 2 OF 2
1

LEGEND
1104 o NEW MAGNETIC NAIL
N.C. 5a • EXISTING IRON ROD
O NEW IRON ROD
106 + NON MONUMENTED POINT
CROATAN WETLAND LINE TABLE L EXISTING ANGLE IRON
1264 /109 1111 ■EXISTING CONCRETE MONUMENT
= EXISTING IRON BEAM
1107 O EXISTING IRON PIPE
1108 o
P SITE 1118 J
1114 1119 .....Q.JJ[
1,4 1227 F J'
c
1113 N LU Q rr `� •
SWANSBORO ® J V O
1202 / 0 ? � � � O
\ 1214 Lu CC �
1NTRM0�T
ATLANnC OCEAN tvm r- ® J w O
a S p
VICINITY MAP —NOT TO SCALE WETLAND AREA � 115
� o p � p O IN �
17,181 Sq. Ft. a ok
0.39 Acres bA
CARTERET COUNTY z O �
WESTERN PARK � �y
D.B. 602, PG. 28 V 0 U
.�
S 88'50'18 E 92746'
N 3932'32 E 33.60'_/ _ 135.52 .} 192.9 1' 316.43' 262.46'
�IJ
OCEAN SPRAY W _ 20.13'::::' : �9
�,
MOBILE HOME ESTATES "1 d �{ A13
O ^...: '.....y' �1" O
M.B. 26, PG. 40
ono
CAPE CARTERET
N 38'2724"W 18.85' CAB a FIRE & RESCUE
\�- w
N 5 1'2023 E 19.57' . �� 404 WETLAND LINE B. 28, PG. 109
"A A7 wo w+
N 23'39'54 E 10.60' A P� L 1 r^
71E" �\�01+A6
VJ
AAS
� A4 L / �
MARSH HARBOUR PARTNERS, INC. : V
PHASE 1, SECTION 1 S 88.51'13 E 323.3B' /
D.B. 1182, PG. 478 S 54'15'12"E o `�
90 oo �� so.00' w 'H
tiro � Gl 0 4�i •,ti
N 84'54' 'W '130.67' �VP� ;m
0�` b
a� i rrQ)�
N 54'15'12"W / V
MARSH HARBOUR PARTNERS, INC. /
Q
PHASE 1, SECTION 2 Al O
D.B. 1166, PG. 203 W
z �
k L4
NOTES: Cz
1) OWNERS:
MARSH HARBOUR PARTNERS, INC. Q
131 CAMP MOREHEAD DR. !}1
MOREHEAD CITY, N.C. 28557
2) REFERENCE. D.B. 1166, PG. 203.
3) A" TO B" ALONG RUN OF BRANCH. Dote 01/23/OS
4) FLOOD ZONE AE(7.0) & X PER
PANEL 5374K, DATED: 1 1-3-05.
5) PINE 537408786235000. Project 03697Wetland
6) TOTAL TRACT AREA = 10.81 Acres
1, CYRUS ALAN BELL, PROFESSIONAL LAND SURVEYOR DO CERTIFICATE OF U.S. ARMY CORPS OF ENGINEERS WETLAND AREA = 17, 181 Sq. Ft. = 0.39 Acres
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS Rev.
HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY AS THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT PURSUANT
SHOWN HEREON IN ACCORDANCE WITH THE STANDARDS OF
PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA, AND THAT TO THE 1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL AS C090 99222
THE RATIO OF PRECISION OF SAID SURVEY IS 1:10,000+. DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS
A CHANGE IN THE LAW OR PUBLISHED REGULATIONS, THIS DETERMINATION
bg OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD Drawn APM/TLW
=p O / i OF FIVE YEARS FROM THIS DATE.
�' 7 Scale 1 " = 100'
ioo o ioo zoo soo Sheet
GS ALAN 0 CORPS OF ENGINEERS DATE
GRAPHIC SCALE - FEET 1 of 1
Course
Bearing
Distance
L1
S 81'1502 E
40.61'
L2
S 44'S4 58" E
51.90
L3
S 16' 12 57" E
24.91
L4
N 69'S6 14 E
23.7T
LS
N 25'39 12 W
29.93'
L6
N 370623" W
19.76
L7
N 34'12'S0" W
56.29
LB
N 10'46 21 E
15.74'
L9
N 3524 52" E
33.78'
L 10
N 69'33'15" E
31.57'
L 11
N 56'0S'49 E
37B4'
L 12
N 73' 19 2B E
31.54'
L 13
N 40'23 35" E
62.22
L 14
N 40'23 35" E
14.29'

Site
BLVD.
N.C.24
Vicinity Map
WE HEREBY CERTIFY THAT WE ARE THE OWNERS OF THE PROPERTY
SHOWN AND DESCRIBED HEREON AND THAT WE HEREBY ADOPT THIS PLAN OF
SUBDIVISION WITH OUR FREE CONSENT, ESTABLISH MINIMUM BUILDING SETBACK
LINES, AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS AND OTHER SITES AND
EASEMENTS TO PUBLIC OR PRIVATE USE AS NOTED. FURTHER, WE CERTIFY THE LAND
AS SHOWN HEREON IS WITHIN THE PLANNING JURISDICTION OF THE CARTERET
, NORTH CAROLINA.
UWNt KJ
Review Officer's Certification
STATE OF NORTH CAROLINA
CARTERET COUNTY
I REVIEW OFFICER OF CARTERET COUNTY,
CERTIFY TH T THE MAP OR PLAT TO WHICH THIS CERTIFICATION
IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
1t„d-y -12-12
R VI W OFFI EF& DATE
Register of Deeds
STATE OF NORTH
CAROLINA, CMARTERET COUNTY
THIS N NR80KT WgS RESEI T�DDE�%- )�THIS/
OFFICEIL�PAGE 90,THISDA'
Line A to B ~AT
COURSE BEARING DISTANCE
I N 64022'44•W 41 78' �-•�•� )
THIS MASTER PLAN FOR MARSH HARBOR
PHASE ONE, SECTION THREE WAS REVIEWED AND
APPROVED BY THE TOWN OF CEDAR POINT, THE REQUIREMENTS
CONTAINED HEREIN SHAL GOVERN THE DEVELOPMENT OF THE
SITE UNTIL COMPLETIO . NO DEVIATIONS FROM THE APPROVED
STANDARDS 5 B PERMITTED UNLESS AUTHORIZED BY THE
TO 7 F AR T.
Q/
MAYOR / DATE
Ocean Spray MHP 56 \
Phase Two \ N 39032'32"E 16.80'� S 88°50'1
\ \ N 39032'32"E 16.80" 2o7.a6'
FLOOD ZONE
\ 5 5 \ \ AE (EL.
\ N 03008'35"E 99.74' `
\ \ \ 54 \ N 58-00-59"E 26.57' \ O
Croatan National Park \ \ N38°27'24W 18.95' 1
N 51020'23°E 19.57' 5
P.I.N. # 5375.04-50-8722 \ \ FLOOD ZONE "x e�
A N43 �' �EMEt�..__32L92
\ WETLANDS LINE/ Im r N 43.64'42'E /
C/L BOATHOUSE CREEK / WT 1
2 N 89034'14°w 95,74' cISTE of DEEDS - STORMWATER SYSTEM
°
3
N 52 32 29 W
88.41
4
N 77000'46"W
112.76*
5
S 63050'27"W
40.60'
6
S 88°34'20"W
38.21'
7
N 41020'59"W
27.74'
8
N 85016'15'W
27.62'
9
S 57024'37'W
55.38'
10
N 38040'23"W
22.49'
11
S 52007'25"W
27.53'
12
N 63000'17"W
49.48'
13
S 16054'39"W
24.63'
14
N 65°39'50'W
60.02'
15
S 53022'18"W
116.12'
16
N 71°17'21•W
22.96'
17
S 55003'18"W
53.23'
18
N 75056'10"W
39.05'
19
S 69058'100W
194.32'
20
N 79051'20•W
50.64'
21
N 57024'08"W
32.14'
22
S 48019'47'W
27.67'
23
S 33006'08'W
59.26'
24
S I6052'48'W
28.71'
25
N 69048'12"W
72,30'
26
N 74°34'07•W
47.77'
27
S 75044'19'W
76.08'
28
S 38057'30'W
43.72'
29
S 10010'26"E
13.00,
30
S 64037'57'W
45.56'
31
N 57017'21 "W
31.94•
32
S 42019'15"W
44.14'
33
S 82006'55'W
54.56'
34
N 20045'06'W
25.92'
35
S 64029'04"W
22.71,
36
S 25°05'230W
15.49'
37
S 78°41'31'W
31.67'
38
S 34034'12'E
28.28'
39
S 47046'37°W
22.82'
40
N 55043'05"W
56.67'
41
N 04000'52"E
22.89'
42
N 65033'35°W
64.41'
43
N 09008'00"E
44.18'
44
N 56°19'31'E
26.93'
45
N 07003'57'W
22.92'
46
N 81056'07"E
23.81'
47
N 31059'55'W
29.93'
c�
C/L BRANCH
48
N 81°01'05"E
30.83'
Line
A to B Continued
49
N 34°23'50'W
15.01'
50
S 81018, I O"W
51.80,
COURSE
BEARING
DISTANCE
51
N 240 13'46'E
47.31'
99
N 07042'30"W
34.43'
52
S 87 15'36"W
30.98'
I00
N 84045' 15"W
40.47'
53
N 19024'24"E
60,42'
101
N 27041'10"W
33.82'
54
N 68*1 I'34"W
21.85'
102
S 82057'40"E
42.55'
55
S 50 52'17'W
30.7V
103
S 39013'48'E
23.17'
56
N 54 51'02'W
24.79'
104
N 86°31'20"E
32,1 1'
57
S 35024'35"W
28.42'
105
N 15016'02"E
19.36'
58
S 07e 43'20"E
2I.92'
106
N 81 °58' 14"E
57.03'
59
N 80° 13' 16"W
71.09'
107
S 10009' 17"E
45.1 1'
60
N 563 2'36"W
31,19'
108
N 66°56'33'E
22.22'
61
S 27 33'09"W
38.50'
109
N 04035'28"E
36.41'
62
S 81°35'35•W
26.82'
110
N 71020'36•E
13.09'
63
N 56 44'29"W
34.88'
1 1 1
S 63026' 10"E
36.19'
64
S 733 6'55"W
43.84'
112
N 24005'33"W
28.94'
65
N 2101 1'41'E
103.58'
) 13
N 42056'44'E
24.51'
66
N 67° 16'28"W
45.30'
114
S 24°42'06"E
30.23'
67
N 18001'37"W
54.06'
115
S 50°33'46•E
45.32'
68
S 82 00'42'W
27.04'
116
N 47029'02"W
25,00,
69
S 18 43' 1 I'W
61.52'
1 17
N 13049'27'E
25.90,
70
N 8432'23"W
29.95'
1 18
N 52044'33"W
25.72'
71
N 14°09'59"E
84.65'
119
N 23041'22"E
40.51'
72
N 41 8'47°W
49.59'
120
S 59010' 16"E
14.70'
73
N 1534'08"E
43.92'
121.
N 40° 12'40"E
18.34'
74
N 23033'03"W
109.71'
122
S 63043'13•E
32.22'
75
S 79 45'50'E
76,00,
123
N 47°10'20"E
32.85'
76
N 33°00'13"E
40.75'
124
S 18034'53'E
33.28'
77
N 23 14"W
125
N 85°03'42"E
34.25'
78
°I6'
N 7'37"E
27.04'
27.27'
126
N 16055'37'E
30.65'
79
S 400
76.70'
127
N 83006'01'E
60.04'
80
4'12"E
N 51°34'12"E
5
45.82'
128
S 20°06'09"W
30.51'
BI
N 28 03'42'W
84.93'
82
N 47°20'224E
74.34'
83
S 54023'27"E
45.75'
84
S 46021'29°W
68.76'
85
S 06045'51 "E
36.56'
86
S 43024'46"E
26.24'
87
N 74037'28"E
27.36'
88
N 06024'24"W
63.46'
89
N 80°25'51'E
38.50'
90
S II°49'58"E
80.70'
91
S 69036'10"E
33.04'
92
N 67°18'04"E
23.69'
93
N 01021'41"E
21.50'
94
N 67044'09'W
31.02'
95
N 02022'24"E
26.38'
96
N 53°49'46'E
28.14'
97
S 19623'55"E
46.17'
98
N 63024'28"E
64.29'
Legend
E.I.P.
EXISTING
IRON PIPE
E.C.M.
EXISTING
CONCRETE MONUMENT
E.I.R.
EXISTING
IRON REBAR
E. P. K. N.
EXISTING
P.K. NAIL
E.RR.S.
EXISTING
RAILROAD SPIKE
E.A.
EXISTING
AXLE
S.I.P.
SET IRON
PIPE
S. C. M.
SET CONCRETE
MONUMENT
S. P. K. N.
SET P. K.
NAIL
CENTERLINE
A/W
RIGHT OF
WAY
R
RADIUS
A
ARC
M.B.S.L.
MINIMUM BUILDING
SETBACK
LINE
S.F.
SQUARE FEET
M.B.
MAP BOOK
D.B.
DEED BOOK
A.E.C.
AREA OF ENVIRONMENTAL
CONCERN
©
NO SEPTIC
PERMIT ISSUED
IFOR REGISTRATION REGISTER OF DEEDS
Joy Lawrenoa
Carteret County, NC
April 12, 2012 01:41:4 PM
COUNTER MAP 1 P
FEE: $21.00
FILE 13210 FILE # 32180
139.38' - _ - - - - 5 77°36'41 "W - - - - - -
EXISTING CONCRETE MONUMENT \ TIE LINE (NOT TO SCALE)
LOCATED ON THE SOUTH RIGHT \ EXISTING MAG NAIL LOCATED
OF WAY OF SHOREWOOD DRIVE AT APPROXIMATE C/L
WEST OF THE INTERSECTION \ INTERSECTION OF N.C. HWY 58
OF SHOREWOOD DRIVE AND OLD \ AND SHOREWOOD AVENUE.
N.C. HWY. 58 \
N/F \s
Carteret County Western Park \0.1,
P.I.N. 5374.08-88-3435 %.
you,\
o\
u� 927.46' U \ 57.30' 37.30' $7.30' 57.50, 37.50, 57.50' 37.50' 57.50' 57.80' 57.50' 37.50' wo-O N,3
2 SiA W a a_O13 �a O,=�. iy
� a W O \
�O)N(11 a-12 go a 13 R \s��
p•58.8 ,m r�N ^ ^ z ^ z ^ 9 z m z U 8 u'
7� ap 4656' 37.50' 57.50' 37.W 1 57.50' 1 57.50' 1 57.5057.57 .p• N/F
s 88'SO'IB'E A•23.29• Cape Carteret Fire and Rescue
,QACO DRIV ES�SO' R/W (PRIVATE) ABACO DR VE EASST___ 57.19'
•,Ly.O3 I -10' '18'W 2gaoolN 86'S0'18'W S 89•50'I8-E 278.f0' A-30.47' V)
aI.ti' 172.70' NSa•50'18•W 1n P.I.N. # 5374.08-88-4148
?O 29.10' 60.00' 60.00' 3.00' 'u _ rP 57.40' W
00' i 35.00' 59.80' 59.80' yo• U
v'S8.85' A•21.48' A-39.27- ZI A•39.27' P �, R• p U
R•25.00• d R-23.00' o ro> D� <, a ZONING R-20 3 w - � ro A•49. r. S/T 3 Y N \ R/W
3 W ♦ f' ♦ N• N Np P 41 VS W 0 \
24 23 8� 21 20 s8 ' 8 '$ g g �: ma g \ R/W
822 R, e19$ri18$17) $ �35 15 8 �� "'
w/- It l o- g - ^ ^ go i z - 16 g- o- ^ CONTROL CORNER CONTROL CORNER
^ N 88°51'13-W \
3 P•% I� 20I.28' 65.00' 65.00, MOO, 60.00, 60.00' z $ 323.38'
C/L BOATHOUSE CREEK 1 1 T5 ' S 88°50' I8"E W 6aoo' 58.80' 5s_Bo 59.80' 59.80' « y
/ 5 11.28' I S 88050-18"E 43q' / ` •y�
11 11 WETLANDS LINE / /-'- IL i 321.00' S 2!° OPEN AREA
Master Plan Of Marsh Harbour Subdivision 5353"
ZONING R- 1 5 Im I PHASE ONE, SECTION TWO �= E�
IE I REF: MAP BOOK 31, PAGE 303 , Master Plan Of Marsh Harbour Subdivision 3 ��° CO
WETLANDS MARSH I 1 ,i" MARSH HARBOUR SUBDIVISION I" I CUP-07-001 I PHASE ONE, SECTION TWO 23•64' /
{�E,�.•-( EXISTING REF: MAP BOOK 31, PAGE 303 /
PHASE ONE, SECTION ONE i I FIRE /
1P '{' to l REF: MAP BOOK 31, PAGE 218 HYDRANT I CUP-07-001 / ^
/' / N 88050' 18"W 600.00' ' ^J'
498.12_ _ _ _ (384.43')
a'- _ ___ (ssaoo') MARSH ISLAND DRIVE N 88°50'18W 206.24' ' ti"'
g.12' _ p+ 124.44' N 88°30' 18'W 260.00' e - _ _ _ __ _ _ _ - (537.17') /
N 88 3V 18'W 390.00' , °
�a �� 1 1 a� tv.49j W __...------r-T----- 50 R/W (PRIVATE)_N RR 5o'IB•w 256.2a'
i ff
' ?P' B / \
WETLANDS LANE 4 / ND D 0g �N 4g
p1, MARSH 1SLA a B.e2 1 MARSH HARBOUR SUBDIVISION > 3 I I
42 po D C 3
+ �98'-� 1.31
0.00' A-j86'.(9'� f�,N PHASE ONE, SECTION ONE Q1a`�
�^ ZONING R- 1 5 1 1
/-- W�,W/ b% \/ 4 i�oB.6� N Ss°50'le'W q^\G REF: MAP BOOK 31, PAGE 218 U -
I I°go^ 4Q'
P. \ Cf)'y 1 w to I
w s0.0o' oya �' ° D LIB W IR I / �i.
\� s'9wA�:`` JI i P W-�� �'�� �I I ��� Safrit Properties, LLC
\co�mFop � I d r WETLANDS LINE (� D.B. 795, Pg. 738
WETLANDS �Ww"w� ALSy `9TFi I I a /3r�w\ P.I.N. 5374.08-87-6872
r,(9 1 N I I I I \ ZONING B- I
/ \ WETLANDS LINE�\ 9'00 0y�� \\ TOT �i 1 11 ZONING R - 15 1r, I ^ W I W�w/ WETLANDS
/ -
C/L BRANCH
WETLANDS
C/L BRANCH
Enviromental Health
Improvement Permit
LOT
I
I.P.NA-4666
LOT
2
I. P. IIA-4667
LOT
3
I.P.HA-4668
LOT
4
1. P. 1:11A-4565
LOT
5
I.P.NA-4566
LOT
6
I.P.HA-4567
LOT
7
I . P. qA-4568
LOT
8
I.P.gA-4569
LOT
9
I.P.itA-4570
LOT
10
I.P.#A-4571
LOT
II
I.P.#A-4572
LOT
12
I.P.NA-4573
LOT
13
I . P. ttA-4574
LOT
14
NO ON SITE SEPTIC
LOT
15
I . P. ttA-4576
LOT
16
I . P. ttA-4577
LOT
17
I.P.NA-4578
LOT
18
I.P.HA-4579
LOT
19
I.P.NA-4580
LOT
20
I.P. ttA-4581
LOT
21
I.P.#A-4582
LOT
22
I.P.ttA-4583
LOT
23
I.P.HA-4584
LOT
24
I.P.#A-4585
GRAPHIC,
Lot Areas
LOT
1
38,542.38 SF
LOT
2
10,120.16 SF
LOT
3
8,021.04 SF
LOT
4
8,050.00 SF
LOT
5
8,050.00 SF
LOT
6
8,050.00 SF
LOT
7
8,050.00 SF
LOT
8
8,050.00 SF
LOT
9
8,050.00 SF
LOT
10
8,050.00 SF
LOT
11
7,535.37 SF
LOT
12
6,891.68 SF
LOT
13
8,825.53 SF
LOT
14
9,138.38 SF
LOT
15
6,748.38 SF
LOT
16
7,629.83 SF
LOT
17
8,073.00 SF
LOT
18
8,073.00 SF
LOT
19
7,965.87 SF
LOT
20
7,965.87 SF
LOT
21
8,100.00 SF
LOT
22
8,100.00 SF
LOT
23
8,459.15 SF
LOT
24
7,433.10 SF
W
la rI ,18
bwSurveyor's Certification
1STATE OF NORTH CAROLINA, CARTERET COUNTY
d/ I KEITH A. BUCK, SR., CERTIFY THAT THIS PLAT WAS DRAWN (BY ME) (UNDERMY
9HPERV}SHERI) FROM AN ACTUAL SURVEY (BY-#E) (MADE UNDER MY SUPERVISION) (DEED
C/L BRANCH g / DESCRIPTION RECORDED IN BOOK SEE, PAGE REF) (OTHER); THAT THE RATIO
,v p ,\(6 , OF PRECISION AS CALCULATED BY LATITUDES AND DEPARTURES IS I: 10,000+;
W W/ 1 WETLANDS LINE N �. 3 THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED FROM
IN INFORMATION
WIITTHIG.S 7-30OK 'ASAGE REF, AMENDED. WFITNESS AT THIS
MY ORIGAINALRSIARED
GNATURE,
REGISTRATImltWMBER AND SEAL THIS 11 DAY OF APRIL, A.D., 2012.
WETLANDS
C/L BRANCH
Curve Data
CURVE RADIUS LENGTH CHORC CH.BEARING
LOT
1
50.00'
67.08'
62,16'
N 32011'34"E
LOT
2
50.00'
59.98,
56,44'
S 75000'430E
LOT
2
25.00'
3.74'
3,74'
S 44°56'00•E
LOT
3
25.00'
17.29'
16.95'
S 69°0I'424E
LOT
1 1
25.00'
21.03'
20.41'
N 67004'01 "E
LOT
II
50.00,
30.82'
30.33'
N 60°37'47"E
LOT
12
50.00'
51.25,
4902'
S 72020'58"E
LOT
13
50.00'
23.29'
�3 08'
S 29038'27"E
LOT
14
50.00'
28.69'
?8.30'
S 35°03'34"W
LOT
15
50.00,
49.01'
4707'
S 79034'49"W
LOT
16
50.00'
27.66'
2730'
N 56029'38"W
LOT
16
25.00'
21.03'
2041'
N 64044'37"W
LOT
19
25.00'
39.27'
35,36'
N 46009'42"E
LOT
20
25.00'
39.27'
35,36'
S 43050' 18"E
LOT
23
25.00'
21,03'
20.41'
S 67004'01"W
LOT
23
50.00,
21.48'
2131'
S 55016'40"W
LOT
24
50.00'
59.85'
56.34'
N 78007'39•W
N/F
Marsh Harbour Partners, Inc.
P.I.N. 5374.1 1-67-7193
NOTES:
I.) REFERENCE: D.B. 1 108, PG. 324; UNRECORDED PLAT ENTITLED BOUNDARY SURVEY FOR
JOHN R. JONES, DATED DECEMBER 10, 2004, BY CYRUS ALAN BELL, PROFESSIONAL LAND
SURVEYOR L-269% MAP BOOK 31, PAGE 218, AND MAP BOOK 31, PAGE 303.
2.) ZONING: R-15/PUD
3.) SETBACKS: FRONT 10', SIDE 8', REAR 30' SIDE ON STREET 8'.
4.) TAX P.I.N. 5374.08-78-6235 A PORTION OF.
5.) TOTAL NUMBER OF LOTS THIS PHASE: 24 (AVERAGE LOT SIZE +/- 8,100 SF)
6.) THIS PLAT IS SUBJECT TO ALL EASEMENTS, RIGHTS OF WAY AND AGREEMENTS OF
RECORD PRIOR TO THE DATE OF THIS MAP.
7.) FLOOD ZONES PER F.I.R.M. 3720537400K, DATED NOV. 03, 2005.
8.) THE BOUNDARY INFORMATION SHOWN HEREON WAS TAKEN FROM UNRECORDED REFERENCE
PLAT AS DESCRIBED IN NOTE 1.
9.) WATER TO BE SUPPLIED BY WEST CARTERET WATER CORP.
10.) UTILITIES WILL BE UNDERGROUND.
11.) THERE 15 A 15' RIGHT OF WAY, UTILITY AND DRAINAGE EASEMENT ALONG ALL RIGHTS OF WAYS OF ROADS.
12.) MARSH HARBOUR PARTNERS, INC. IS REQUESTING CONDITIONAL USE APPROVAL TO DEVELOP A PLANNED
UNIT DEVELOPMENT (PUD) IN ACCORDANCE WITH SECTION 15-350 OF THE TOWN OF
CEDAR POINT ZONING ORDINANCE.
13.) TO THE BEST OF MARSH HARBOR PARTNERS, INC. KNOWLEDGE THERE ARE NO ENDANGERED SPECIES
CURRENTLY UTILIZING THE PROPERTY AS ITS HABITAT.
14.) THE BUFFER AREAS DELINIATED ON THE MAP SHALL BE PRESERVED. IF FOR ANY REASON THE EXISTING
VEGETATION IS REMOVED OR DESTROYED THE DEVELOPER OR HOMEOWNERS ASSOCIATION
IF ESTABLISHED, ACCEPTS RESPONSIBILITY FOR RE-ESTABLISHING THE BUFFER AREA IN
ACCORDANCE WITH ALL LOCAL ORDINANCES.
15.) MARSH HARBOUR PARTNERS, INC. SHALL BE RESPONSIBLE FOR THE PERPETUAL MAINTENANCE
OF THE COMMONS AREAS UNTIL THE HOME OWNERS ASSOCIATION IS FORMALLY ESTABLISHED.
16.) STORMWATER PERMIT NO: SW8071024 PER ARTICLE 8, SECTION 15-372(c).
17.) ALL BUILDINGS SHALL BE SIMILAR IN CONSTRUCTION TYPE AND ARCHITECTURAL STYLE FOR THE DEVELOPMENT.
18.) THE 1996 CARTERET COUNTY LAND USE PLAN ENLISTS SAID PROPERTY WITH A FUTURE
LAND USE DESIGNATION OF DEVELOPED.
19.) ALL ROADS FOR THIS PROJECT TO MEET OR EXCEED NCDOT STANDARDS AND
CERTIFIED TO SUCH.
20.) COVENANTS AND RESTRICTIONS OUTLINING THE CREATION OF THE HOME OWNERS ASSOCIATION IN PROGPESS.
21.) OUTDOOR LIGHTING IS TO BE INSTALLED BY CARTERET CRAVEN E.M.C. (LIGHTS CURRENTLY ON BACK ORDER)
22.) TOTAL AREA OF REQUEST FOR CONDITIONAL USE IS 7.74 ACRES.
23.) TOTAL NUMBER OF LOTS IN CONDITIONAL USE AREA IS 24.
24.) NO CO SHALL BE ISSUED UNTIL ALL NECESSARY IMPROVEMENTS ARE COMPLETED
WHICH INCLUDES BUT NOT LIMITED TO ROADS AND UTILITIES.
25.) IRON PIPES SET AT ALL PROPERTY CORNERS.
26.) PERCENTAGE OF OPEN SPACE WITHIN PHASE ONE, SECTION THREE IS 20Y.
27.) PERCENTAGE OF IMPERVIOUS AREA LOCATED WITHIN THE R/W OF PHASE ONE, SECTION THREE IS 54i.
28.) ESTIMATED COMPLETION DATE IS MARCH I st, 2013.
w A .�.�``PROLI/yq''•.,� / Q. �cac �i
�yg1ONA4 N PROFESSIONAL LAND SURVEYOR
_ a &1 E = LICENSE NUMBER
=Zia 3 5\,eb O(p_
v r
NO
rH P'%lx
Surveyor's 2nd Certification
I, KEITH A. BUCK, SR., PROFESSIONAL LAND SURVEYOR NO. L-3183, CERTIFY TO
ONE OR MORE OF THE FOLLOWING AS INDICATED THUS, ® OR I�
ID' A.THAT THIS PLAT IS OF A SURVEY THAT CREATES A SUBDIVISION OF LAND WITHIN
THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES
PARCELS OF LAND:
❑ B.THAT THIS PLAT IS OF A SURVEY THAT IS LOCATED IN SUCH PORTION OF A COUNTY OR
MUNICIPALITY THAT IS UNREGULATED AS TO AN ORDINANCE THAT REGULATES PARCELS
OF LAND:
❑ C.THAT THIS PLAT IS OF A SURVEY OF AN EXISTING PARCEL OR PARCELS OF LAND;
❑ D.THAT THIS PLAT IS OF A SURVEY OF ANOTHER CATEGORY, SUCH AS THE RECOMBINATION OF
EXISTING PARCELS, A COURT -ORDERED SURVEY OR OTHER EXCEPTION TO THE DEFINITION
OF SUBDIVISION:
t
© E.THAT THE INFORMATION AVAILABLE TO THIS SURVEYOR IS SUCH THAT I AM UNABLE
TO MAKE A DETERMINATION TO THE BEST OF MY PROFESSIONAL ABILITY AS
VOI PROVISIONS CONTAINED IN (A) THROUGH (D) ABOVE.
Z61- NWz - Z 01 kO PROFESSIONAL LAND SURVEYOR
Phase One, Section Three
r.5w0'071024 Master Plan Of
Marsh Harbour Subdivision
REVISION: LOT LINE SE'WEEN LOTS 18 2 CHANGED ON 4-10-12.
Marsh Harbour Partners,
Inc.
131 Camp Morehead Drive
C
Morehead City, NC 28557 252-808-7039
C
CITY, STATE
TOWNSHIP
COUNTY
CARTERET
C
CEDAR POINT, NC
WHITE OAK
i
DRAWN BY
DATE
SCALE
K.A. BUCK
APRIL 11, 2012
I•• 100'
SURVEYED BY SPIN
DATE SURVEYED
SHEET
C
J. JOHNSON/ B. SWINDELL
APRa 2012
1 OF I
-
LL_
FIELD BOOK PAGE(S)
PROJECT NUMBER
IN PROGRESS IN PROGRESS
2005097
SCREEN FILE 20059711
Orrzfige
LAYERS 1, 12,25
Land Surveying, P.A.
CORPORATION LICENSE NO. C-0960
501 N.B. McLEAN BLVD. CAPE CARTERET.-SNANSBORO, N.C. 2BSB4
[phone]

N/F
Carteret County
D.B. 602, Pg. 28
P.I.N. 5374.08-67
�'-----------_---I r—_-- ---� r-------------._.---
r— — — — — — — — — — — — — — — — —
_ AREAII I — — REPAIR AREA
— — — — — — —
ISEPIIC Y91LO
REPAIR AREREPAIR AREA Y""`RR
I
AREA
I
P \ I
ii ,IIJS�a : • , - .ms.- - L
"777,
�*F
r
rk
',.
REVISIONS
SR 1114 Sept. 7, 2007 Per Owner
VFW RD.
Si t e re�wood
Abaco Dr.
Marsh Island Dr. 10
Z
5 S N p
J _
N.C•24
CEDAR POINT BLVD•
(ll
00
Vicinity Map
NO SCALE
DRAINAGE
PIPE CHART
AREA Q10 DIAMETER GRADE LENGTH
VELOCITY
PIPE (acres) (efe) (inches) M (if)
(fps)
-A- 4.48 19.3 18 10.6 8
"13e 4.48 19.3 24 0.80 64
6.5
"Cw 4.48 19.3 24 0.80
Q-CSA RCP - Reinforced Concrete Pipe
tc-5 min, LF - Linear Feet
110-7.17 in/hr. FPS - Feet per Second
C-0.60
• Sum of capacities of upstream tributary culverts.
NOTES
— 1 C ntractor shall
Q. F use RCP or DIP for all pipes underneath asphalt
a 1 9I o
or concrete traffic areas. Contractor may use RCP, DIP, PVC or
HDPE 12 wall) in all other areas.
vM1�:
�< I
is a
L — Cape Carteret Fire k Rescue
I / I �i.�--- Ia I M.B. 28, PG. 109
I
�I REPAIR AREA I wP I
I I w 130' REPAIR AREA �
II - I —
DRAINAGE AREA BOUNDARY - --J L-----------
REPAIR AREA
I I \ LOT 12
\ R
II ar h Harbo r Sectl 1 arbour artnera, IncRBA
M. I \ I I Marsh oSection 1
Marsh I I II II ( I ( I ` `
� Marsh H rbour ur Partners, Inc. 1 Marsh Harbour Se�cllon 1
1 I \ 37 I I II II Marsh Harbour Partners!\lm j I `
I e 39 I III
Ii I I I I I� II I I 48 I 49 ,� I 50 I / Marsh Harbour Section 1
51 Marsh Harbour Partners, Inc.
II I I 1 I I 52
53
-- ----�� / /�-- ---- --- -------r — — ---- ---- 1 zzzz
11 (� '
Is es
NOTES:
1) APPLICANT IS REQUESTING CONDITIONAL USE APPROVAL TO DEVELOP A PLANNED f
USE DEVELOPMENT (PUD)IN ACCORDANCE WITH SECTION 15-350 OF THE TOWNS OF
CEDAR POINT ZONING ORDINANCE AND TO DEVELOP MULT-FAMILY RESIDENTIAL LAND
USES IN ACCORD WITH THE TOWN OF CEDAR POINT HOUSING ORDINANCE.
2) APPLICANT SHALL ADHERE TO THE MINIMUM 30' SETBACK FOR ALL STRUCTURES /
PER SECTION 15-374 OF THE ZONING ORDINANCE. /
3) THERE ARE NO ENDANGERED SPECIES CURRENTLY UTILIZING THIS PROPERTY AS TO \ \ /
THE BEST OF THE APPLICATANT'S KNOWLEDGE. Sault Properties, 4) WATER SYSTEM DESIGN HAS BEEN PREVIOUSLY APPROVED BY WEST CARTERET WATER D.B. 795, Pg. 738
CORP. P.I.N. 5374.08-87-6872
5) ALL STORMWATER SHALL BE DIVERTED TO PROPOSED INFILTRATION AREA. INFILTRATION
BASIN(S) SHALL BE DESIGNED IN ACCORDANCE WITH DENR-DWQ REQUIREMENTS.
6)THE NUMBER AND SIZE OF ALL REQUIRED HANDICAP SPACES SHALL BE DETERMINED BY
BUILDING INSPECTOR IN ACCORD WITH N.C. BUILDING CODE.
7) IF REQUIRED BY N.C. BUILDING CODE, BUILDINGS WILL -BE SPRINKLED.
8) ALL DELINEATED BUFFER AREAS SHALL BE PRESERVED. IF FOR ANY REASON ANY OF THE
EXISTING VEGETATION IS REMOVED OR DESTOYED, IT SHALL BE RE-ESTABLISHED BY THE __ GRAPHIC SCALE
DEVELOPER OR HOMEOWNERS ASSOCIATION.
9)DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF STREETS, PARKING AREAS, BUILDINGS
AND COMMON AREAS UNTIL SUCH TIME AS HOMEOWNERS ASSOCIATION IS FORMALLY ESTABLISHED..
10) THERE SHALL BE NO STORAGE OF FLAMMABLE MATERIALS OR NATURAL GAS BOTTLES UNDER
THE STAIR AREAS.
PCauTm[13
V 0�seNOT RELEASED FOR CNSTRUCTION
( IN FEET )
1 inch - 40 ft.
is SEE
Q
a
0
C
M O
C
c
� N
04
L
W
C
W
�.
U OO^f
z
N
++
a
C
in
E
ceX
Cn
0
(n
m t`i
C:
U
y
= i
4-J
V)
a
C
Y
3�
q)
�l
M
�
o
O
U
>o
oM
W
o
fu
C
Mf .
v
I
>
M 0
V
V
(L
,
:.,;•�..
. sue';
hung
r
C
h�l
U
tz
E .EIVE
U
C
C
.O
All
o p
W
a w
m O
a
3
O
U5
SCALE:
1n = 40'
DATE:
9/3/2007
PROJECT: 07-009
DRAWN
BY: JC/DKN
SHEET
I;

F-•
to
W
Z
Q
u)
OD
lqt
CD
CD
(U
%O
rn
3
d
0�
i
O
a
O)
3
•i-r
U
N
O
L
0-
OJ
L
d
N
Ql
CD
0
(U
Ul
4-1
U
0i
O
L
d
d
J
Tnfiltratinn Rncinc - Plan
Scale: 1" m 30'
Stop
1iZr, PfR
CONTRACTOR SHALL INSTALL INFILTRATION BASIN CONCURRENT WITH EROSION CONTROL
MEASURES AND USE BASIN FOR TEMPORARY SEDIMENT STORAGE, AFTER PERMANENT
GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL REMOVE ACCUMULATED SEDIMENT AND
RESTORE BASIN TO THE GRADE AND CONTOUR INDICATED BELOW
VEGETATED FILTER PLANTING SCHEDULE
NOTE, PLANTING SCHEDULE APPLIES ONLY TO VEGETATED FILTER.
SPREAD 4' TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH UNIFORM GRADE
PRIOR TO PLANTING. PLANT ANY TWO (2) OF THE FOLLOWING SPECIES WITHIN
THE LIMITS OF THE DESIGNATED VEGETATED SHELF AT A DENSITY NOT LESS THAN
ONE PLANTING PER SQUARE YARD,
SCIENTIFIC NAME COMMON NAME
Peltandra virglnia Arrow Arun
Saggitarla latlfolle Arrowhead/Duck Potato
Andropogon virglnlcus Broomsedge
Andropogen glomeratus Bushy Beardgrass
Typhe spp. Cattail
Ceratophyllum DWOersum Coontail
Sclrpus pungens Common Three Square
Lemna spp• Duckweed
Soururus cernuus Lizard Tall
Hibiscus moscheutos Marsh Hibiscus
Pontederla cordota Plckerelweed
Potamogeton pectinatus Pond Weed
Leersla oryzoides Rice Cutgross
Carex slop. Sedges
Sclrpus valldus Soft Stem Bullrush
Polygonnum spp• Smartweed
Juncus effesus Soft Rush
Nuphar luteum Spatterdock C-pede
Panlcun vermatun Sw/Sod
Acorus calamus Sweeteet Flag
Elodea canadensls Waterweed 3 1
Vallsneria americana Wild Celery
Zinnia aquatica Wild Rice
2 r Width
�a
Section
COVER LOCATION
(CENTERED ON BOX)
INFILTRATION BASIN
AREA AT BASIN BOTTOM (ELEV-10.50) - 4.852 SF
AREA AT TEMP. STORAGE (ELEV-12.50) - 7'809 SF
TEMP STORAGE VOLUME - 12.661 CF (BY AVG. END)
Layout & Staking Plan
Scale: 1" - 30'
Top of Berm
Elev,=13.50
Width Varies
S,H,W.T, (Elev(8,50,) v
Infiltration Basin - Section
Scale: None (Vertically Exaggerated)
Min. Filter Length-50'
C-pede
8.0
Flow Line at 3.0% Elev. 11
Vegetated Filter Detail
NO SCALE
Profile
PIPE B" ' OUT
(TO BASIN)
F ttL V{Jl VIYJ
b a Sept. 7, 2007 per Owner
mr Jan. 3, 2DO7 per DWG SW
s"
— May 15. 2008 slzs of Ploe A
—
25000 CONC.
�' .. FOOTING
/—� e.. I
MIASON—RY WEIR WAIT
1
i PIPE A" IN
I I
L--------------J
4° 8"
SO" SQ.
5'0" SQ.
Plan
CAST IRON
/ RING do COVER
T
• 14 77
e 13.50
OPEN •.
MASONRY WEIR WALL Is 18 3 UO
WEIR TOP-13.00
PIPE "B" OUT WIPE "C" OUT]
(TO BASIN) \BY-PASS
V� ` 1IN pIN�l)0 V
�ll,-1. SS
SEDIMENT STORAGE
FLOOR-10.00 .•. AREA Al
A. ..de• °
° ° o'd . d
04"
• 3'' 1
Section
Embankment shall be constructed of
uniform native material (free of excess
silt, rock or gravel, debris or vegetative
matter) compacted to 95% of maximum dry
density In accordance with ASTM D1557
(8'-12' Lifts)
Toe of Slope
ice,• —(Match Exist Grade)
DRILL ALTERNATE LOCATION
HOLES (EACH 8" INTERVAL)
DIA. OF HOLES SHALL BE 3"
(32 HOLES (MIN) PER DIFFUSER)
HOLE LOCATIONS
(TYP)
/Diversion Structure 1' ST. STEEL
STRAPS (4' O.C.
TYPJ
15" CORREGATED, PER-
T / FORATED PIPE, WITH END(S) BLOCKED.
INLET\ /END CAP
By -Pass o 0 0 0
Pipe o 0
Irr UStm LtrUIrl - MILK MUM
Diffuser Detail
No Scale
NOTEo
STRUCTURE MAY BE OF MASONRY (FIELD
BUILT) OR PRECAST CONSTRUCTION.
"A" IN
25000 CONC.
FOOTING
Diversion Structure Detail
MOBILE HOME
AUGER TYPE
ANCHORS
NO SCALE
EROSION AND SEDIMENTATION
CONTROL NOTES:
1. Sediment control devices and structures sholl be Installed,
maintained and amended as needed to provide effective
control of accelerated sedimentation until the contributing
watersheds are stabilized.
2. IianetlgCtlan SegllenaC
A. Notify Engineer, Owner and Land Quality Section prior
to beginning construction.
S. Install stabilized construction entrances.
C. Silt fence shall be Installed at edge of clearing, an all
down slopes Immediately after area Is cleared. Slit fence
shall be maintained until the area Is stabilized competely.
D. Construct drainage swoles and stornwater pond. Install
storm drainage piping.
E. Immediately feed, mulch and Install linen.
F. Maintain erosion control measures as needed to assure
full functionabllllty.
G. Place CABC over compacted sebgrods. Install asphalt
surface course.
H. Ressed and mulch shoulders and ditches. Install liners on
all swain (and provide ground cover on all exposed slopes.)
I. Seed, fertilize, and mulch all disturbed areas within 15 days
of completing any phase of the grading work.
J. Permanent groundcover for all disturbed areas within 15
working days or no more than 90 calendar days following
completion of construction.
3.
Apply Ime and fertilizer and work Into 4-8 Inches of loll. Seed
mixture shall be distributed uniformly and covered with a dean
straw mulch. All mulch shall be crimped or asphalt tacked to
help
hold In place. Material and application rates are as follows:
Material Anollcatlan
Lime
Rate
1000 Ibe./oc.
Fertilizer (10-10-10)
800 Ibe./ac.
Mulch
Permanent Seeding
1.5 tons/cc.
Common Bermuda
(Unhulled Sept. 1 - April 1)
100 Ibe./oc.
(Hulled April - Sept. 1)
75 Ibe./ce.
Rebel' Fescue
50 Ibe./ac.
Rye Grain (Sept. 1 - April 1 only)
50 lbs./ac.
German Millet (April 1 - Sept. t only)
Temporary Seedlna
50 Ibe./ac.
Dec. 15 - April 15
Kobe Lespedezo
50 lbs./at.
Rye Grain
100 lbe./ae.
April 15 - Sept. 1
German Millet
40 lbs./ac.
Sept. 1 - Dec. 15
Rye Groin
100 the./cc.
4. Contractor Is responsible for maintaining till erosion control
measures and amend measures as required to prevent
accelerated erosion from taking place on this site. Contractor
-
Inspect all erosion control devices after every rainfall event
repair, remove accumulated sediment, or supplement measures
may be necessary to prevent erosion d: retain sediment an site.
5. Once d( areas have been stabilized, contractor Is to remove
temporary erosion control measures, regrods, # mulch to
reetablize these areas.
6. For additional requlremente, see the approved erosion
and sedimentation permit.
NOT RELE"ID FOR NiTRUMON
Q
a1
y
�
g
C
C
c kn
M
�L
W
N
IT
..
U C
22a.
z°:
C
._
N ,
Eo
I.X
ac
CA
C
0 N
W
m W
C
U
= 2
W
Z
N
O Y
3
0
N
8N
U
—> c
W
W n
O
n
�'
JJJ
C
n
n Z
U
_
a.
J
a
W
0
a
CIO
F
Z
-91
urm
c;: Y
OP,°
C
V +�
C
O
Oa
O
i UjU
H W w
Z Cr O
sea. a- +�
J.=
3
O
V)
SCALE: AS SHOWN
DATE: 9/3/2007
PROJECT: 07-009
DRAWN BY: JC/DKN
SHEET 2 OF

0)
3
UI
N
O
i
a
rn
3
i
i
O
s
i
d
2
S
Ln
i
d
'A1