SW8061001_Approved Plans_20130506

REMSIONS
SW Pump
Sta. # 1
1)Original SW Permit (SW8 061001 issued 10/27/06)
allowed construction of ? sf BUA on a TOTAL tract area
(drainage area) of ? ac. Only a portion of that project
(102,115 sf BUA on 3.88 tract) was constructed.
2) Infiltration System as permitted under SW8 061001
was not constructed. Alternately, stormwater emanating
from all BUA in Phase I is pumped, via SW Pump Sta. #
1 to the Wet Pond permitted and to be constructed in
conjuntion with Hammocks at Port of Swansboro - Phase
I I (SW8).
Hammocks at Port of Swansboro
Phase II (By Others)
ZONE - 81
lei
'Port of Swansboro
y Others)
•• .. rnA L(lt
Divert Exist. Forcemain to
Off site SW Pond Forebay
to be construced in Phase 11
Hammocks at Port of Swansboro
Phase II (By Others)
GRAPHIC SCALE
30 0 15 30 60
IN MET
1 Inch = 30 ftY
130
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SCALE: 1 * - 30"
DATE: 4/10/2013
PROJECT: 13-00?9.
DRAWN 8Y: JC/DKN
SHEET 16 OF 16

SECOND SURVEYORS CERTIFICATION
[3 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;
D C. That this plat is of a survey of an existing parcel or
parcels of land;
In
[M D. That this plat is of a survey of another category, SUM
as the recombination of existing parcels, a court ordere
survey or other exception to the definition of subdivisio I
0 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 to provisions contained in (A)
through (D) above.
091-
Charles A. Rawls, P.L.S,Ir-2491
I, Charles A. Rawls, Professional Land Surveyor, hereby certify
that this map was drawn under my supervision fxom an actual
survey made under my supervision. That the ratio of precision
as calculated by latitudes and departuxes is 1/10,000+, that
the boundaries not suxveyed axe shown as broken lines plotted
from information found in Book Page _,
that this map was prepared in accordance with G.S. 47-30
as amended. Witness my original signature, registration number
and seal this ay
Charles A. Rawly ',"P;L.S. L-2491
I
MPTION
This props
Subdivision Regi
Onslow County 1,
N A, D" P-3
—17
F1nLtX&1-j
I (we) hereby certify that I am (we are) the owner(s) of the
property described hereon, which is located in the subdivision
jurisdiction of Onslow County and that I hereby
adopt this subdivision plan with my 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.
Owner
N 50032'18'E
304,66'
A
Date
Date VICINITY MAP
NOT TO SCALE
�N� 0
Certificate of Exception
I (We) hereby certify that I am (we are) the owner(s) of the property shovm
and described hereon, which was conveyed to me (us) by deed recorded m� ;6
in Book 1348, Page 403, and that said property qualifies as an exception
to the provisions of the Subdivision Ordinance of the To= of Swansboro.
3j-
Administrator NIF Date
Donna B. Strickland
DB. 544, Pg. 63
(3;
TO
�LS 54*00'47"E 29,97'
7,
N4z S3
NIF
L3
Raymond C. French
E. 463, Pg417
0
;00
0-
NIF
Prescott Management
TD
N 50*3525'E
DB. 1348, Pg. 403
350-06'
is
Sewage Lift Station Site
as per MB. 43,. P 1 138
S
40"02'35'E 24,411'
o
Y"
Wettands Line I abte
'
PreYfouslePtatte d Lot Lnes
, per MR 43, Pg. 139
L 1
S 22926'08"E
12,181
S 19*4949"E 33,33'-,,
Ep
L 2
S 16 * 3 T1 9E
10,38'
6.57 Acres
a6*53'30A'E 32,03'
T 1
I
S11
7q�
N 04*3945"W 22,711
i 78*33'30"W 28,25'
1 L4
S 56*25'12'vE
15,92'
5
S 71*09'37-F
2 03 4'
L 6
1 S 78*10'53E
25,49'
1,L 7
S 69-4641-E
55 2,2 5'
L_L8
S 73-3
2408'
L9
S 66"31'31'E
38,24/
L10
S 83*43'10'E
51,2 0'
1-11
1 S 89�2 —29"t ------
- -
L12
S 80*15'00'E
2L50'
S 81*27'13'E
7,38'
114
S 81 * 2 711TE
2 4.9 7
NIF
David A. Camp
DB. 1139, Pg. 795
MB, 36, Pg. 190
SISI
N 79*48'30#"w 23,00'
N 82*19'49"W 30,30'
16L84' C EIP to E11D
36,49'S 50010/11"W
NIF
Citadel Seaside Memorial Park, IJLC
DB. 1984, Pg. 602
State of North CaroUna, County of Onstow
11 ----------------------------------------- . Review Officer o� Onstow County,
certify that the map or ptat to which this certification is affixed meets att statutory
requirements for recording,
j
---- -----------------
-e -- - v 11-e-w-d Ti: Tt -------- Date
&Itf4. Corps of Engineers Date
AiD& zQ9600z&5-
Register of Deeds
C e 5 S TO -Se fn
0
>
0)1
a5 oe- 44
This Area Previously
Recorded As per
Ivy Manor Assisted Living Center
ME. 43, Pg. 138
S 50010'11.ftW 5117:62' t EIP to LEP
Slide
NIF
60 0
Scale: 1" = 60'
CIM
iE
AY

-4,
Charles A. Rawls, P1.S',C;-" Ir2491
A-2
'_J
N 04*39'45"W 22,71/
W T'-
N 78033'30--W 28,25'
A-7
1, Charles A. Rawls, Professional Land Surveyor, hereby certify
that this map was drawn under my supervision from an actual
survey made under my supervision. That the ratio of precision
as calculated by latitudes and departures is 1/10,000+, that
the boundaries not surveyed are shown as broken lines plotted
from information found in Book Page _,
that this map was prepared in accordance with G.S. 47-30
as amended. Witness my original signature, registration number
and seal this ay
X
Charles A. RaviII;L.S. L-2491
is
Inslow County Subdivision Administrator Date
L 1
S 22'E6'08'E
12,18'
L 2
S 16 * 3 T1 9'E
10,38'
L 3
S 33"01'53E
11,79'
L 4
S 56"25'12T
15,92'
L 5
2034'
S 78*10'53E
25,49
L 7
S 69*46'41"E
5225
L 6
S 73*3532'E
24,08'
L 9
S 66*31'31'E
38-24'
L10
S 83*43'10"E
512 0'
11
S 9*02'29E
A:�
L12
S 80*15'00'E
21.5 0'
L13
S 81"27'13'E
7,38'
1-1.4
S 81-27'13'E
1
Eagle Pond Branch
3;1
NIF
David A. Camp
DB. 1139, Pg. 795
MB. 36, P. 190
N 79048130"W 23,00/
N 82*19'49'W 1.30.30'
161,84' C EIP to EIP
36,49" S 50*101110W
a-.
NIF
Citadel Seaside Memorial Park, LLC
DB. 1984, Pg. 602
State of North Carolina, County of On low
11 ------------------------------------------- Review Officer of Onstow County,
certify that the map or ptat to which this certification Is affIxed meets att statutory
requirements for recording,
---------- ---- -----------------
ev Date
I (we) hereby certify that I am (we are) the owner(s) of the
propc---rty described hereon, which is located in the subdivision
jurisdiction of Onslow County and that I hereby
adop�., this subdivision plan with my free consent, establish
minirroam building setback lines and dedicate all streets, alleys,
walks, parks, and other sites and easements to public or
private use as noted.
Owner Date '00 VICINITY MA
NOT TO SCALE
40"
Certificate of Exce tion
I (We) hereby certify that I am (we are) the owner(s) of the property shown
Of
and described hereon, which was conveyed to me (us) by deed recorded 0-0
in Book 1348, Page 403, and that said property qualifies as an exception 9 4
to the provisions of the Subdivision Ordinance of the Town of Swansboro.
Administrator NIF Date
Donna B. Strickland
DB. 544, Pg. 63
SIP
C'S _354"00'470E 29,97'
N 5 z
NAD 83 N 50032'18A'E:_
3
G/ D 4, 2, '7,21
W�D, 83
6.57 Acres
WETLANDS CERTIFICATION
Ms certifies that this copy of this plat accurately depicts
the boundary of the jurisdiction of Section 404 of the
Clean Water Act pursuant to the 1987 Corps of Engineers
Wetlands Delineation Manual as determined by the
undersigned on this date. Unless there is a change in the
law or our published regulations, this determination of
Section 404 jurisdiction may be relied upon for a period
of five years from this date.
YvI
Register of Deeds
QA
N/F_
Prescwn Management k
DB. 1348, Pg. 403
Sewage Lift Station Site
as per III& 43,_ P 138
S 40002'35E 24A1/
Previoustex Platted Lot Lines
-* MD
S 19*4949E 33,33' I per. 43, Pg. 138
2853'30"9E 32,03'
its 43— Pg. 13,1
0
-51
C. J
43
This Area Previously
Recorded As
Ivy Manor Assisted Living Center
MB. 43, Pg. 138
S 50010'11"W 09 7 G 2' ( EIP to EIP )
NIF
Homer L. Broo
655 DB. 897, Pg. 71
Slide
LEGEND:
EIP ... Existing Iron Pipe
EIS .. Existing Iron Stake
SIS .. SFt-. Iron Stake
60 0
CO
C)
LO
00
C\2
a
C\2
cr)
C)
0
0
C\2
0
0
0
0
—4
Q
0
z
PROJECT NO,
96-1482
Scalei V = 60'

r� x
p.
Nz
vzllui
s*
ABBREVIATIONS
FF
ABOVE FINISH FLOOR
GALV
GALVANIZED
FAD
RADIUS
ATC
ACOUSTIC TILE CEILING
GC
GENERAL COS T RACTOR
19,EF
A/C
AIR CONDITIONING
GB
GRABBAR
RETURN
.ALUM
ALUMINUM
F
GALLONS PER FLUSH
11A
RETURN .AIR
GWB
GYPSUMWALL BOARD
r-m
0
BD
so
BOARD
BOTTOM OF
HDW
HARDWARE
%8CH
SCHEDULE
F
a
A
HEATINGIVENTALATION/
L
CON
BHT
SHEET
CM
CEILING MOUNTED
HT
HEIGHT
SIMILAR
CT
CERAMIC TILE
HM
HOLLOW METAL
W
SOLID CORE ���
CO
CLEM OUT
T
SPEAKER
CW
COLD WATER
HW
HOT WATERF
SPECIFICATIONS
COL
COLUMN
l_QSQUARE
CONC
CONCRETE
CH
STD
STANDARD
CMU
CONCRETE MASONRY
ID
INDIRECT
UNIT
T
STORAGE
.
JT
JOINT
STR
STRUCTURAL
C
DATAfTELEPHONE
a
STUB UP
CONTRACTOR
F
SUP
SUPPLY
'T
DETAIL
V
LAVATORY
UFF� Y AIR
DIM
DIMENSION
-+
�
fitO
TELEPHONE
q q
DIRECT DRAIN
$ �
MATERIAL
THICK
DR
DOOR,
MC
MECHANICAL
L
TILE
DB
DRAIN BOARDS
MECH
MECHANICAL
TOP F
DWG
DRAWING
FR
MANUFACTURE
70S
TOP OF SLAB
MIN
MINIMUM.
F
TYPICAL
EA
EMR
ACH
MIRROR
EC
ELECTRICALCONTRACTOR
F OU
UNLESS NOTED
ELEC
ELECTRICALOTHERWISE
EL
ELEVATION
NIC
NOT IN CONTRACT
UR
URINAL
EQ
EQUAL
T TO SCALE
EXISTINGEXG
EXP
EXPANSION
z7
VENT
EXT
EXTERIOR
oc
ON CENTER1,;ERT
VERTICAL
OP
OPENING
�4
VINYL BASE
F4F
FACE OF FINISH
F S
FACE OF STUDS
PC
PLUMBING O
wc
WATER CLOSET
FT
FEET
PANEL
wp
WATER PROOF
F F'
FIBERGLASS INFO F
PAIR
I'll
WIDTH
PLASTIC
PLAM
PLASTIC LAMINATE
FIN
FINISH
PWD
PLYWOOD
'Nil
WITH
FLR
FLOOR
QTY
QUANTITY
YN;/O
WITH OUT
D
FLOOR DRAIN
V14D
WOOD
FS
FLOOR SINK
LLJ
a
fr �'
Ej
r
It
Ka
Y tY

rROJECTN AT PORT SWANSBORO
DDR HAMMOCKS a B RD.
SWANSBOR0, NC -28584
RaJECT aHAMMOCKS AT PORT SWANSBORO
ADDRESS: 1211 WEST CORBETT
Y jA��}��.
. 910.326.0000
CELL: 910.330.7160
RaJBCT D LOPER: SEACOAST HOMES & DEVELOPMENT, LLC
ADDRESS: 1211 WEST CORBETT
C (AVE.
Af'�f ►a, l� C 28584
910.326.0000
CELL-f 910.330.7160
PROJECT ENGINEERING: DOWNEAST ENGINEERING SERVICES, INC.
ADDRESS: 62 a'T' CORBETT AVE.
SWANSBOR0, NC 28584
PH: 910.326.2870
PROJECT SURVEYOR: CHARLES A. RA TS & ASSOC.
ADDRESR 1117 HAMMOCKS BEACH R.D.
SWANSBOR0, NC 28584
910.326,1408
RaCT D R ON:
ESMAL TOWN HONE SUBDIVISION
CT DATA
AL ACREAGE .................................. 6.57 AC.
..................................................R-6
1 inch = 30ft.
ROPOSED USE ..................................... atNN Ha
SETBACKS:NIES
rE,,.,T
RD......................................... 25 .
YARDt ....+....................................13 FT.
......... ..........a ............18 FT.
EAR.......P....,..................... 1517.
rLC TIONS
E......
........s.................6.57 AC.OF T'ER
OPEN AAGE ........1.14 AC
.
R STREET FOOTAGES.
SCHOONER DR . .......... ..502'
Kum DR. ..................... 2W
OUTRIGGER DR .............. 323'
TRAVVLER, DR ....... .298'
SLWp Sr ................ ......391' E� E FE N U
TOTAL L FOOTAGE ...... 714' � � ! �� LJ .
N/F
EIIIERAL NO s L t� x
�. Donna B. Strickland
LCIT SIZES
LOT NUMBER
SQUARE FEET
ACREAGE
1
3,482.08
2
low
M04
3
1,
0.04
44
2,565
0.06y{
5 -
-1,881
0,04
5
1,084
0,04
7
4.315
0110
8
3,856
0.09
9 _
11810
004
10
1,767
0.04
11
1,756
0.04
12
21395
a05
13
1,756
0.04
14
1,75E
0,64
15
31856
M:m
16
4,304
040
17
2,942
M07
18
3,560
Qi08
19
21395
0.05
20
2,395
0.05
21
2,395
045
22
2,:395
0.05
23
1,756
€3F04
4
4,W
0.10
35
51686
0.13
26
1,755
004
27
2,395
OX5
28
1.756
0,04
29
3,59e
0.08
30
3,593
0.08
31
1,756
0.04
32
2,395
0.05
33
4,839
all
34
4,387
040
35
11881
0.04 '
36
2,565
0.06
37
1,881
0.04
38
2,565
0.06
39
31950
0.09
40
3,781
0,09
41
11837
0.04
42
21505
106
43
5,505
0,06
44
1,837
0.04
46
4,447
0.10
47
21189
0.05
48
2,189
0.05
49
2.
0,07
50
2.985
0.07
51
4,638
011
52
4,170'
20
53
1,875
0.04
54
>..
2,
t3a565 06
55
. 2,565..
.. 0.06
b
1,88?i
0.04
57
3,329
0.a8

LEGEND
NATURAL CONTOUR
STORM DRAINAGE PIPE
FLOW DIRECTION
-10.00
FINISHED CONTOUR
1�0:-I-I
Catch Basin/Drop Inlet
T.O.G.
Top of Grate
INV.
Invert
E.O.P.
Edge of Pavement
J,B.#1
Junction Box
H.P.
High Point on C/L
L.P.
Low Point on C/L
1,104-51
611wt
CATCH BASIN #
Drainage Area (Ac.)
C/L Elev.
T.O.G
IN
OUT
L
W
H
PIPE
Drainage Area (Ac.)
Q10 (cis)
Dia. (inch.)
Grade (Rift)
Outlet Velocity (n=0.009)
1
0.34
31.88
31.67
28.57
28.57
T-0"
2'-2"
T-2"
A-W
2.32
12.39
21
0.0030
5.63 feet per second (fps)
2
024
32.5
32.29
28.94
28.94
T-0"
2!-0"
T-5"
B
1.04
5.55
15
0.0035
4.74
3
0.33
31.9
31.69
29.86129.19
T-0"
2-2"
31-01,
C
0.80
4.27
15
0.0035
4.53
4
0.2
32.57
32,36
30.88
30.11
T-0"
2'-0"
2-6"
D
0.47
2.51
12
0.0030
3.79
5
0.27
33.47
33.26
N/A
31.17
T-O"
2'-2"
2'-1 "
E
0.27
1.44
10
0.0030
3.26
6
0.28
33-45
33.24
31,16
T-13"
2'-0"
2- 1 "
F
0.28
1.50
10
0,0040
4.16
7
0.35
33
32.79
30.69
30.54
T-13"
2'-0"
2-3"
G
0.63
3.36
12
0.0035
4.03
8
0.31
31.88
31.67
30.13
29.17
T-0"
2'-2"
2'-6"
H
0.94
5.02
15
0.0030
4.7
9
0.18
33.21
33
-
31
3` 0"
2'-2"
2'-011
1
0.18
0.96
8
0.0040
3.05
10
0.21
33.21
33
30.93
30.92
T-0"
2'-0"
2'- 1
K
0.39
2.08
10
0.0035
3.47
11
0.2
32.69
32.48
.30.48
T-0"
2'-011
2'-0"
L
0.20
1.07
8
0.0030
3.09
12
0,13
32.69
32.48
30.62
30.23
T-0"
21-0"t
2!-3"
M
0.72
3.84
12
0.0045
4.19
13
0,2
32.18
31.97
29.97
T-0"
2'-0"
2'-0"
N
0.20
1.07
8
0.0030
3.2
14
0,14
32.18
31.97
29.83
29.47
T-0"
2'-0"
21-311
0
1.06
5.66
15
0.0035
5.03
15
017
31.86
31.65
29.26
29.15
T-0"
2-2"
2-3"
P
1.23
6.5,7
15
0.0045
5.04
16
0.43
31.19
30.98
28.67
27.98
T-13"
2'-0"
T-O"
Q
2.12
11.32
21
0.0035
5.79
17
0,21
31.19
30.98
27.91
27.91
T-0"
2'-0"
T-1
R
0.25
1.3,4
8
0.0045
3.32
18
0,05
31.74
31.53
29.45
29.45
T-0"
2'-0"
21-111
S
0.20
1.07
8
0.0040
2.97
19
-6,2
31.74
31.53
29.53
T-O"
2'-0"
2'-0"
T-U-V
2.12
11.32
21
0.0035
5.79
JB#1, 2 3
1
31-0#1
3'-O'f
3'-3"
0,
x
IK
45�' M C B.#14
c
C. B, #' 0
X1010LITRIGGER DRe
kilt
------ IBM-
32.0
4 -t--Ot 00
-Z. 0
tea
-R #9 .42 Inv& in* 90 Ql--'-'
InverAn: 30
Q fi
A
>
1+50
--3+0
f
it
--ago-,
1`vent in: 28.46 #i
...
8
/Intvpft in: 28.4
........
C. B.
0,
23 0 P 1#600
N,
.
HOLDING PUMP STA. #1 WITH TRI-PLEA0,
PUMP SYSTEM TO INFILTRATION
AREA. 32.0
'A,
At
ems-
41�
CLUB HOUSE
POOL 1 6'x4O
WS
0+50 t CONC. DECK: 26x48' "
ff 7 F 3 4
C E3
P
------ *+ 00
32.0
T
!NF!s-TRA'-r:'CiN BED
2 7D
Xo.e
'0
xt
EL 3C-�-o
A,!
HEM
o a
w M-
T
IJ
Invert in:,29 11
1+ W
M
Wi
�13
IX
k-�00
9
F.F. 33.7511
0 Invert in: 7.01
2 50 C ON TRC L
PANL-
RW Mimi fa
0 .32 ....... i:7:
0,
DIA. -n,!- Pip .....
L---HOLDING PUMP STA. #2 WITH TRI-F
2
PUMP SYSTEA TO INFILTRATION
AREA.
JVc
/-h% EL.
T A; L
40 0

MECHANICAL NOTES:
1. PUMP NO. 1,2,3,4,5,&6 SHALL BE 4 to
SUBMERSIBLE, NON —CLOG
CENTRIFUGAL GRINDER PUMPS,
EACH PUMP SHALL BE EQUAL TO:
HYDROMATIC 4 ;7 MODEL SH, 5HP, 230 / 1 /60,
1750 RPM.
CONDITIONS OF SERVICE: 300 GPM, 24' TDH
2. EACH PUMP STATION WILL INCLUDE TRIPLEX
HATCH/DOOR AND FRAME ASSEMBLY WITH
HYDROMATIC "HYPER—O—RAIL" LIFT OUT SYSTEM.
3. EACH PUMP STATION WILL ALSO INCLUDE TRIPLEX
CONTROL PANEL COMPRISED OF LOCKABLE NEMA 4X
ENCLOSURE WITH ALARM LIGHT AND HORN, HIGH
WATER AACTIVATION, SEAL FAILURE PROTECTION,
HOA SWITCHES, PUMP RUN LIGHTS, 24 HR TIME
CLOCK AND PUMP SELECTOR/ALTERNATOR.
24'0 CAST IRON
2
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2,31-4
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