39-09 Red Apple Group, LLC

I, CHARLES FRANCIS RIGGS, PROFESSIONAL LAND SURVEYOR, CERTIFY THAT THIS
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY
SUPERVISION (DEED DESCRIPTION RECORDED IN DEED BOOK . PAGE ):
THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS BROKEN LINES
AND DRAWN FROM INFORMATION FOUND IN DEED BOOK _ . PACE THAT
THE RATIO OF PRECISION AS CALCULATED BY LATITUDES AND DEPARTURES IS
1: 10,000+: THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30
AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER AND SEAL
THIS DAY OF A.D. 2013
CHARLES rRANCIS RIGGS, P.L.S. L-2981.
THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED
IN FLOOD ZONE "AE" WHICH IS A
SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL FLOOD
INSURANCE PROGRAM. COMMUNITY PANEL NUMBER
370186 3720423400J. FEBRUARY 16. 2007
I, CHARLES FRANCIS RIGGS, PROFESSIONAL LAND SURVEYOR NO. L-2981, CERTIFY
TO ONE OR MORE OF THE FOLLOWING AS INDICATED THUS.
A. THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE
-AREA OF A COUNTY OR MMCIPALITY THAT HAS AN ORD�WANOE-
THAT REGULATES PARCELS OF LAND.
B. THAT THE SURVEY IS LOCATED IN A PORTION OF A COUNTY OR
MUNICIPALITY THAT IS UNREGULATED AS TO AN ORDINANCE THAT
REGULATES PARCELS OF LAND.
C. ANY ONE OF THE FOLLOWING:
1) THAT THE SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF
LAND AND DOES NOT CREATE A NEW STREET OR CHANGE
AN EXISTING STREET:
2) THAT THE SURVEY IS OF AN EXISTING BUILDING OR OTHER
STRUCTURE, OR NATURAL FEATURE, SUCH AS A WATERCOURSE:
3) THAT THE SURVEY IS A CONTROL SURVEY.
D. THAT THE SURVEY IS OF ANOTHER CATEGORY, SUCH AS THE
RECOMBINATION OF EXISTING PARCELS, A COURT -ORDERED SURVEY
OR OTHER EXCEPTION TO THE DEFINITION OF SUBDIVISION
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 THE PROVISIONS CONTAINED IN (A)
THROUGH (D) ABOVE.
CHARLES FRANCIS 0 LAND SURVEYOR NO. 1-2981
LAMA NORMAL HIGH WATER LINE
AS PER
/ DIVISION OF COASTAL MANAGEMENT
07-20-05
CANAL
196.15'
L62 L63 L64 l65 L66 L67 L68 L69 L71 L72 L73 „ _ L74 L75
L76 L77 ��$ C;9 LBO L81 L82 L83 L84 L8
�� EXISTING COASTAL WETLANDS
J
Co10
40 Lo
v
' 404 WETLANDS DELINEATION
^n/ I�COASTAL WETLANDS DELINEATION 02/08/10 eWO
0
i o ir,
Co( z EXISTING 404 WETLANDS
J i
/ UPLANDS N33'00'00"W 67.29'
i UPLANDS C3` N33'00'00"W 147.01' Gq
�)
UPLANDS Cg S33'00'00"E 147.01' Cj
N 57'00' 00"E
j •T 6.04' .
M L - L38 L37 L36 L35
L44 L43 L42 L41 L40 L39 L34 L33 L:
L52 L51 L50 L49 L48 L47 L46 L45 PRESERVATION AREA "B"
13824 Sq.Ft.
397.44' 0.317 ACRES 204.97'/
CANAL
0
Ii/
Q
FLOOD ZONE "AE" o
ZONED R-5 LEGEND (ELEVATION=9.0'+1') a
ZONING SETBACKS CC = CONTROL CORNER ¢�
FRONT = 15'
ECM = EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER)
REAR = 30' CAMA
EIP =
EXISTING IRON PIPE (FOUND)
SIDE = 7.5'
EIR =
EXISTING IRON ROD (FOUND)
EMN =
EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER)
EPK = EXISTING PARKER-KALON NAIL (FOUND)(CONTROL CORNER)
OWNERS
ERRS = EXISTING RAILROAD SPIKE (FOUND)
RED APPLE GROUP, INC.
MBL =
MINIMUM BUILDING LINE
P.O. BOX 689
NMP =
NON MONUMENTED POINT
SHALLOTTE, NC 28459
R/W =
RIGHT OF WAY
SCM =
SET CONCRETE MONUMENT (CONTROL CORNER)
SIP =
SET IRON PIPE
TITLE SOURCE
SIR =
SET IRON ROD
D.B. 2429, P. 264
SMN =
SET MAGNETIC NAIL (CONTROL CORNER)
SPK =
SET PARKER-KALON NAIL (CONTROL CORNER)
=
CENTERLINE
LAIC ID
ME =
WATER METER
4234-14-5738-0000
y =
FIRE HYDRANT
Wv
=
WATER VALVE
REFERENCES
ss =
SANITARY SEWER MANHOLE
D.B. 214, P. 78
D.B. 383, P. 368
co =
CLEAN OUT
D.B. 473, P. 189
PH =TELEPHONE
0
PEDESTAL
D.B. 613, P. 87
D.B. 999, P. 333
tiv =
TELEVISION PEDESTAL
D.B. 1095, P. 28
Fo =
FIBER OPTIC CABLE MARKER
D.B. 1419, P. 149
D.B. 1559, P. 195
=
LIGHT POLE
D.B. 1867, P. 210
=
POWER POLE
D.B. 2429, P. 264
=
POWER LINE
M.B. 8, P. 90
© =
ELECTRIC TRANSFORMER
M.B. 36, P. 44
NOTE
ELEVATIONS ADJUSTED TO REFLECT A
NORMAL LOW WATER OF 0.0'
BENCHMARK: NCGS MONUMENT "CRAB AZMK"
NORTHING: 242494.712'
EASTING: 2430283.325' RECErgr)
ELEVATION: 7.2'
HORIZONTAL NAD
VERTICAL DATDUM: NAVD 88 3 (2011) JUN 2 7 2013
DCM MHD CITY
LINE TABLE
LINE #
LENGTH
DIRECTION
L1
28.20'
N39'42'41 "W
L2
12.71'
N33'35'55"W
L3
18.51'
N30'30'41 "W
L4
11.67'
N36'00'13"W
L5
17.35'
N30'17'41 "W
L6
24.79'
N32'21'17"W
L7
27.89'
N37'32'08"W
L8
15.41'
N33'36'57"W
L9
37.10'
N26'18'54"W
L10
4.72'
N65'46'48"W
L11
17.31'
N31'03'10"W
L12
10.17'
N47'33'15"W
L13
23.90'
N30'27'42"W
L14
26.66'
N37'12'05"W
L15
23.81'
N29'35'43"W
L16
28.96'
N33'32'01"W
L17
27.40'
N36'03'26"W
L18
28.23'
N32'11'14"W
L19
25.12'
N31'12'07"W
L20
26.51'
N30'03'16"W
THIS PROPERTY IS NOT SUBJECT TO THE SURF CITY SUBDIVISION
REGULATIONS, AND IS AN EXEMPTION PER ARTICLE VIII, 2, SUBDIVISION, (x)
SURF CITY SUBDIVISION ORDINANCE. MAY 4, 2010.
DATE SURF CITY SUBDIVISION ADMINISTRATOR
STATE OF NORTH CAROLINA, COUNTY OF PENDER
I, ' REVIEW OFFICER OF PENDER COUNTY
CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION
IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
REVIEW OFFICER
NOW OR FORMERLY
HOPKINS
ZONED R-5
PIN: _
TAX ID#:
CERTIFICATE OF REGISTRATION BY REGISTER OF DEEDS
S33'00'00"E 1239.07'
842.92' 200.00'
L114 L118
L86 �8� L88 L$9® L90 L91 L92 L93 L94 L95 L96 L97 L98 L99 L10p L101 L102 L103 L104 L105 L106 L107 L108 L109 L110 L111 L112 L113 L116 L117 L119 L120 L121 L122 L123 L124 L125
UPLANDS
PRESERVATION AREA "A"
140607 Sq.Ft. N44°29'28"W o J
3.228 ACRES EXISTING 404 WETLANDS r
27.80 L
404 WETLANDS DELINEATION
N33'00'00"W 468.36'
R/W
DRIFTWOOD LANE -
- - EMN
S35'09'
w
0
N
J
Oo
CANAL
CONTROL
CORNER
ECM
EPK
I
00
o
o
O
L 226 L127
p
u
z I
�'
M
NOW OR FORMERLY
L
^y
JAMES
w
Ln I
D.B. 2422, P. 202
N
=
_
COI
o
ATKINSON SHORES
:
r
0
0
o
M.B. 36, P. 44
�
� _ I
ZONED R-5
Lo
�,
I
J
90 O
�
co
00
ATKINSON ROAD
30' R/W
BROKEN
(ASPHALT -PRIVATE) ECM sz3
roo'47�E
5. A.,
5s. 90' c•, r
NOW OR FORMERLY
KURTH
D.B. 1095 P. 28
LOT 2
M.B. 8 P. 90
N55'34'02"E
10.00'
S33'00'00"E 134.45'
1 72,1; EIP_lNi-SIR 71.1,
ryz�3o51"w s�'- o�sirt N33°00'00"W 134.35'
ECM N33'00'00"W 849.61' EIP 31.52' EMN 2
j CONTROL
33 CORNER 10' PRIVATE
p
0 ACCESS EASEMENT
_�S59°38'26"W
30 03'
UPLANDS
3
M.B. 8 P. 90 -
REMAINING AREA
231045 Sq.Ft.
UPLANDS
In Ln
J to Ld
� ' Ld Ofdam- C) o I
NOW OR FORMERLY
5.304 ACRES
v
0 j� ; to
0 `-
PELICAN PETES
n- n co
ou-_jNzc�o
PROPERTIES LLC
EIP �, '
D.B. 1419 P. 149
S57.00'00"W
COASTAL WETLANDS DELINEATION 02/08/10
Of 0 T n (M z M
LOT 3
�- 75.68'
EXISTING COASTAL WETLANDS
- m
M.B. 8. P. 90
- - - - - - -
_/�
O
I
-
L31 l30 L29 L28 L27 L26 L25 L24 L23 L22 L21 L20 L79 L18 L17
- - - - - - - - , _
L16 L15 114 L13 L12 L71 ��0 L9 LB L7 L6 L5 L4 L3 L2 tt j\
In
Q oN
Z co
O�
z
732.00'
0
30.29' EIP
N33°00'00"W 1334.41'
CONTROL
P
ECANAL N33'07'06"W CORNER'
FLOOD ZONE "AE"
(ELEVATION=8.0'+1 ")
LINE TABLE
LINE #
LENGTH
DIRECTION
L21
27.55'
N28'30'00"W
L22
26.91'
N38'42'43"W
L23
25.11'
N36'32'12"W
L24
29.55'
N26'51'29"W
L25
27.38'
N34'01'42"W
L26
29.46'
N32'04'07"W
L27
27.66'
N32'48'25"W
L28
29.64'
N30'19'05'W
L29
29.07'
N28'55'30"W
L30
29.25'
N40'35'09"W
L31
16.81'
N27'33'41"W
L32
11.48'
N27'33'41 "W
L33
28.48'
N32'12'24"W
L34
28.97'
N28'26'07'W
L35
25.49'
N41'03'53"W
L36
28.76'
N31'54'13"W
L37
30,00'
N30'57'19"W
L38
17.05
N37'53'44"W
L39
28.38'
N31'59'13"W
L40
6.85'
N32'30'49"W
PP, i��I- lMINY l'17:I-
r
CON�/�Y-INC�5 OP, 5
LINE TABLE
LINE #
LENGTH
DIRECTION
L41
27.39'
N32'30'49"W
L42
32.34'
N31'05'01 "W
L43
27.27'
N34'27'40"W
L44
30.28'
N38'40'04'W
L45
31.79'
N33'30'45"W
L46
26.18'
N32'42'03'W
L47
28.75'
N35'47'04"W
L48
30.69'
N31'14'48'
L49
33,07'
N32'14'08"W
L50
18.35'
N33'37'49"W
L51
17.17'
N35'44'08"W
L52
31.04'
N30'11'47"W
L53
22.42'
N64'55'37"E
L54
31.50'
N79'24'50"E
L55
25.46'
N77'36'51"E
L56
26.78'
N80'54'28"E
L57
25.35'
N79'15'43"E
L58
27.64'
N65'43'38"E
L59
42.30'
N66'26'39"E
L60
30.34'
N67'23'07"E
CAMA NORMAL HIGH WATER LINE
AS PER
DIVISION OF COASTAL MANAGEMENT
07-20-05
LINE TABLE
LINE #
LENGTH
DIRECTION
L61
19.87'
N85'45'02"E
L62
15.87'
S49'30'38"E
L63
16.44'
S46'59'56"E
L64
32.22'
S23'50'49"E
L65
15.45'
S33'37'16"E
L66
16.85'
S20'12'28"E
L67
20.61'
S46'29'54"E
L68
27.07'
S34'50'50"E
L69
10.62'
S40'32'06"E
L70
6.38'
S25'04'13"E
L71
13.56'
S25'04'13"E
L72
15.10'
S34'47'16"E
L73
26.75'
S26'54'46"E
L74
28.23'
S31'46'54"E
L75
27.95'
S36'31'06"E
L76
28.21'
S31'39'43"E
L77
24.20'
S38'40'16"E
L78
6.59'
S68'23'32"E
L79
12.76'
S12'48'35"E
L80
16.35'
S39'06'35"E
LINE TABLE
LINE #
LENGTH
DIRECTION
L81
18.70'
S25'03'47"E
L82
23.68'
S32'06'00"E
L83
37.63'
S29'23'30"E
L84
14.73'
S40'02'12"E
L85
17.88'
S35'24'18"E
L86
26.14'
S31'56'22"E
L87
3.45'
S55'59'32"E
L88
24.34'
S31'02'55"E
L89
26.74'
S33'07'44"E
L90
17.97'
S26'58'43"E
L91
13.81'
S34'34'10"E
L92
25.94'
S31'31'29"E
L93
18.23'
S36'35'40"E
L94
18.95'
S26'58'19"E
L95
30.33'
S34'31'20"E
L96
15.80'
S31'38'23"E
L97
13.95'
S37'31'54"E
L98
11.68'
S32°31'26"E
L99
11.59'
S22'10'43"E
L100
9.72'
S48'46'59"E
BOUNDARY SURVEY
OF
•
NOW OR FORMERLY
JAMES BATTS
D.B. 1281, P. 340
LOT 14
SHAE'S LANDING
M.B. 31, P. 1
M.B. 31, P. 37
ZONED R-5
LINE TABLE
LINE #
LENGTH
DIRECTION
L101
16.18'
S28°49'22"E
L102
16.44'
S28'31'07"E
L103
11.32'
S37'57'30"E
L104
23.10'
S34'05'18"E
L105
20.47'
S33'37'07"E
L106
31.52'
S33'38'26"E
L107
19.62'
S22'03'01"E
L108
13.24'
S30'39'04"E
L109
8.11'
S40'46'00"E
L110
30.72'
S32'34'12"E
L111
24.94'
S34'32'13"E
L112
30.78'
S36'57'51 "E
L113
20.40'
S29'12'03"E
L114
0.41'
S29'12'03"E
L115
8.27'
S21'24'09"E
L116
12.95'
S39'47'27"E
L117
9.66'
S31'05'31 "E
L118
4.30'
S59°01'04"E
L119
14.26'
S41'56'00"E
L120
1 15.17'
S32'14'40"E
THE PENINSULA AT TOPSAIL ISLAND
8.849 ACRE TRACT ON WALTER R. ATKINSON ROAD
TOPSAIL TOWNSHIP, PENDER COUNTY, NORTH CAROLINA
TOWN OF SURF CITY
LINE TABLE
LINE #
LENGTH
DIRECTION
L121
19.38'
S31'33'49"E
L122
19.38'
S26'02'10"E
L123
17.32'
S33'1O'05"E
L124
14.74'
S30'32'35"E
L125
19.81'
S34'21'19"E
L126
33.87'
S35'28'02"E
L127
11.59'
S35'36'41 "E
y
ti
S56°08'17"W
10.00'
15
NOW OR FORMERLY
STUMPO
D.B. 1495, P. 181
ALL POINTS NON MONUMENTED
ZONED R-5 ^'
UNLESS OTHERWISE NOTED
' d
'
L
8.849 ACRES
INCLUDING THE
o
AREA BELOW
'
' z
THE NORMAL HIGH
WATER LINE
R/W
---_
'
6.841 ACRES
_-J-SAE_ LANDING
AREA ABOVE
-�'"- -
THE NORMAL HIGH
SMN
WATER LINE
'
CONTROL
R/w
�----_ CORNER
CURVE TABLE
CURVE #
LENGTH
RADIUS
CHORD
BEARING
Cl
62.67'
50.00'
58.65'
N68'54'28"W
C2
25.07'
20.00'
23.46'
N68'54'28"W
C3
25.07'
20.00'
23.46'
S02'54'28"W
C4
62.67'
50.00'
58.65'
NO2'54'28"E
C5
31.22'
50.00'
30.72'
S15'06'41 "E
C6
30.60'
50.00'
30.12'
S50'31'48"E
C�
o:
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
ACTUAL FIELD SURVEY DATE: MAY 23, 2013
MAPPING DATE: JUNE 18, 2013
DRAWN BY: J, NLMS
CHECKED BY: C,F, 0GiGi5
FIELD BOOK: XXX , PAGE: XX
PROJECT NUMBER: 02-03-22

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SITE DATA
PARKING:
REQUIRED — MINIMUM 1 SPACE PER HOUSING UNIT
ON SITE PARKING — 2 PER HOUSING UNIT (24 UNITS)
48 TOTAL PARKING SPACES
PROPOSED BUILDING — SINGLE FAMILY RESIDENTIAL
PROPOSED BUILDING HEIGHT — 48'
BUILDING MATERIAL — WOOD, METAL & CONCRETE
SILT FENCES WILL BE USED TO MAINTAIN SEDIMENTATION AND EROSION
CONTROL.
FLOOD INFORMATION:
FLOOD ZONE — "AE"
COMMUNITY PANEL NUMBER — 370186 3720423400J
EFFECTIVE DATE — FEBRUARY 16, 2007
CHECKLIST OF SITE PLAN REQUIREMENTS
1) NAME, ADDRESS, AND TELEPHONE NUMBER OF APPLICANT OR OWNER:
RED APPLE GROUP, LLC
P.O. BOX 689
SHALLOTTE, NC 28459
910 754-7104
2) ADDRESS OF THE BUILDING AND THE COUNTY IN WHICH IT IS LOCATED:
PENDER COUNTY
3) THE ZONING DISTRICT IN WHICH THE SITE IS LOCATED:
R-5
4) BOUNDARIES AND DIMENSIONS OF LOT TO BE BUILT ON:
AS SHOWN ON PLAT
5) NORTH ARROW:
AS SHOWN ON PLAT
6) LOCATION AND DIMENSIONS OF EXISTING AND PROPOSED STRUCTURE(S):
AS SHOWN ON PLAT
7) LOCATION AND DIMENSIONS OF PROPOSED SEWAGE DISPOSAL SYSTEM(S) AND
EVIDENCE OF APPROVAL BY THE PENDER COUNTY BOARD OF HEALTH:
AS SHOWN ON PLAT
8) DIMENSIONS OF ALL YARD AND SETBACK REQUIREMENTS:
FRONT = 15'
REAR = 30' CAMA BUFFER
SIDE = 7.5'
SIDE ABUTTING STREET = 10'
9) LOCATION OF EXISTING AND PROPOSED ROADWAYS AND DRIVEWAYS, INCLUDING
DIMENSIONS OF EACH:
AS SHOWN ON PLAT
10) LOCATION AND DIMENSIONS OF INDIVIDUAL OFF—STREET PARKING SPACES:
AS SHOWN ON PLAT
11) LOCATION AND DIMENSIONS OF LOADING FACILITIES:
N/A
12) LOCATION OF EXISTING AND PROPOSED RIGHT—OF—WAYS:
AS SHOWN ON PLAT
13) LOCATION AND DESCRIPTION OF EASEMENTS:
AS SHOWN ON PLAT
14) LOCATION OF AREAS OF ENVIRONMENTAL CONCERN (AECs) AS DESIGNATED BY
THE N.C. CAMA WHICH ARE PRESENT ON OR ADJACENT TO THE SITE:
AS SHOWN ON PLAT
15) THE EXISTING AND/OR INTENDED USE OF PREMISES AND EACH BUILDING OR PART
OF BUILDING(S):
EXISTING — NONE
PROPOSED — RESIENTIAL
16) A NOTATION IDENTIFYING THE SECTION, PARAGRAPH, AND SUBPARAGRAPH IN THE
ZONING ORDINANCE THAT PERMITS THE USE:
SECTION 4.0, TABLE 4.19
17) THE NUMBER OF FAMILIES OR HOUSEKEEPING UNITS:
24
18) LOCATION AND TYPE OF SIGNS TO BE PLACED ON THE BUILDING(S) OR SITE:
AS SHOWN ON PLAT
19) LOCATION AND DIMENSIONS OF AREAS AND CONTAINERS TO BE USED FOR REFUSE
AND TRASH AND SIZE AND LOCATION OF SCREENING:
INDIVIDUAL OFF STREET PICK—UP
20) LOCATION AND DIMENSIONS OF SCREENING AROUND REFUSE AND TRASH AREAS:
INDIVIDUAL
21) LANDSCAPING PLAN:
AS SHOWN ON PLAT
22) LOCATION AND DESCRIPTION OF EXTERNAL LIGHTING TO BE INSTALLED ON THE
SITE:
STREET LIGHTS AS SHOWN (ALL LIGHT PRODUCED ON —SITE SHALL
BE CONTAINED WITHIN THE PERIMETER OF THE SITE BY DESIGN,
ORIENTATION OR SHIELDING OF THE LIGHT SOURCE).
23) AREA OF LOT:
6.841 ACRES ABOVE NORMAL HIGH WATER, 8,849 TOTAL ACRES
24) LOT COVERAGE (AREA OF BUILDINGS AND ACCESSORY STRUCTURES, INCLUDING
ANY ROOFED AREA, DIVIDED BY THE AREA OF THE LOT):
BUILDING: 19058 Sq.Ft. / 298015 Sq.Ft.
TOTAL: 6.4%
25) PERMITTED LOT COVERAGE FOR R-5 ZONING DISTRICT:
40 PERCENT
D9
CHARLES F. RIGGS & ASSOCIATES, INC.
LAND SURVEYING — CONVENTIONAL & GLOBAL POSITIONING SYSTEMS,
LAND PLANNING & COMPUTER MAPPING
202 WARLICK STREET
P.O. BOX 1570
JACKSONVILLE, N.C. 28541-1570
TELEPHONE: [phone]
FACSIMILE: [phone]
E—MAIL: [e-mail]
PARAMOUNTE ENGINEERING, INC.
5911 OLEANDER DRIVE, SUITE 201
WILMINGTON, N.C. 28403
TELEPHONE: [phone]
FACSIMILE: [phone]
LANDSCAPING PLAN
TREE SURVEY:
10 EXISTING TREES
TOTAL SITE PLAN:
AS SHOWN ON PLAT
PARKING AREA:
AS SHOWN ON PLAT
LANDSCAPE AREA REQUIRED & PROVIDED FOR IN THE PROJECT
TYPE A (SCREEN/BUFFER — COMMERCIAL USES & ZONES)
REQUIRED: N/A
TYPE B (SEMI —OPAQUE SCREEN — COMMERCIAL USES)
REQUIRED: N/A
TYPE C (INTERIOR PLANTINGS - COMMERCIAL PARKING)
REQUIRED: N/A
TYPE D (STREET TREES — ALL DISTRICTS)
REQUIRED: TREES SPACED 20' ON CENTER ALONG ALL STREET
FRONTAGES
PROVIDED: SAME
TYPE E (RESIDENTIAL TREE CANOPY — RESIDENTIAL USES)
REQUIRED: LESS THAN 10,000 Sq.Ft. 1 FRONT YARD, 1 REAR YARD
10,000-15,000 Sq.Ft. 1 FRONT YARD, 2 REAR YARD
15,001-20,000 ::)u.Ft. 2 FRONT YARD, 2 REAR YARD
PROVIDED: SAME
NUMBER OF TREES WHICH ARE PROVIDED FOR IN THE PROJECT
10 EXISTING TREES
48 NEW RESIDENTIAL CANOPY TREES
109 STREET TREES
167 TOTAL TREES
IRRIGATION PLAN
NONE
TOTAL AMOUNT OF INTERIOR LANDSCAPED AREA
NONE
ALL LANDSCAPING SHALL COME FROM THE NORTH CAROLINA
COOPERATIVE EXTENSION SERVICES PUBLICATION "PLANTS FOR SEASHORE
CONDITIONS" IN ORDER TO MAINTAIN NATIVE SPECIES TOLERANT TO
COASTAL CONDITIONS.
SITE CALCULATIONS
TOTAL ACREAGE: 8.849 ACRES
TOTAL ACREAGE TO BE SUBDIVIDED: 8,849 ACRES
TOTAL ACREAGE TO BE RESIDPvTIAL: 4.534 ACRES
TOTAL ACREAGE TO BE NONRESIDENTIAL: 4.315 ACRES (CONSERVATION EASEMENT & 10' PUBLIC ACCESS EASEMENT)
NUMBER OF LOTS: 24
SIZE OF LOTS: 8133 Sq.Ft. AVERAGE (5,000 Sq.Ft. MINIMUM REQUIRED)
SIZE OF SMALLEST LOT: 5988 Sq.Ft., (0.137 ACRES) (LOT 9)
PROPOSED STREET WIDTH: 20' ASPHALT
PROPOSED RIGHT—OF—WAY WIDTH: 25'
PROPOSED LENGTH OF STREET: 1200'
PRELIMINARY pLA— FOR
THE PENINSULA AT TOPSAIL ISLAND
8.849 AC:---- TRACT ON WALTER R. ATKINSON ROAD
TOPSAIL TOWNSHIP, PENDER COUNTY, NORTH CAROLINA
TOWN OF SURF CITY
r6
,1AN 1 3 7f)r
Moren as Oty VO
TOPSAIL SOUND
1 \ \
\ SITE \
21.
VICINITY SKETCH
i' . wn
I CERTIFY THAT I HAVE REVIEWED THE PLAN AND THE PLAN MEETS OR
EXCEEDS THE REGULATIONS AND ORDINANCES OF THE TOWN OF SURF
Q! TY,
PUBLIC WORKS DIRECTOR
FIRE MARSHALL
POLICE CHIEF
BUILDING INSPECTOR
TOWN P.ANNER
s�
v 5°
N��WP
DATE: NOVEMBER 24, 2008
DRAWN BY: -1, A11S
FIELD BOOK: IND. , PAGE: 42
COMPUTER: WS6\PROJ\020322PP K.dwg
(PROJECT NUMBER: 02-03-2,,
SHEET: OF G'

I—
W
CD
m
m
m
LEGEND
SCM =
SET CONCRETE MONUMENT (CONTROL CORNER)
SPK =
SET PARKER-KALON NAIL (CONTROL CORNER)
SIR =
SET IRON ROD
SIP =
SET IRON PIPE
SMN =
SET MAGNETIC NAIL (CONTROL CORNER)
EIA =
EXISTING IRON AXLE (FOUND)
EIR =
EXISTING IRON ROD (FOUND)
ECM =
EXISTING CONCRETE MONUMENT (FOUND)
EPK =
PARKER-KALON NAIL (FOUND)
EIP =
EXISTING IRON PIPE (FOUND)
EMN =
EXISTING MAGNETIC NAIL (FOUND)
R/W =
RIGHT-OF-WAY
=
CENTERLINE
MBL =
MINIMUM BUILDING LINE
N/F =
NOW OR FORMERLY
C.C. =
CONTROL CORNER
D,& U,E, =
DRAINAGE & UTILITY EASEMENT
-4 01$ =
POWER LINES
—*7F-X- =
4' CHAIN LINK FENCE
71, =
POWER POLE
=
EXISTING FIRE HYDRANT
0 =
EXISTING SANITARY SEWER MANHOLE
A.C. =
ASBESTOS CONCRETE PIPE
=
ADDRESS
11 =
LOT NUMBER
,1W =
PROPOSED FIRE HYDRANT
(3) =
PROPOSED SANITARY SEWER MANHOLE
M=
PROPOSED WATER METER
=
PROPOSED CLEAN OUT
- ---- -- =
EXISTING CONTOUR
- =
PROPOSED CONTOUR
4.5 =
PROPOSED ELEVATION
=
PROPOSED STREET LIGHTS
=
PROPOSED TREES
=
EXISTING TREES
LAMA NORMAL HIGH WATER LINE
AS PER
DIVISION OF COASTAL MANAGEMENT
07-20-05
NOW OR FORMERLY
HOPKINS
ZONED R-5
`90
I
R/W
DRIFTWOOD LANE _
EMN
S35'09'20"Ei
C29.90'
CONTROL
CORNER EPK
ECM
rn
� O
_. n.
i +r,"} ) SIT
d �qt f , r, i i m mw.. ,, 4 . w r rswF iMxt a-�..--" .-- -,. ..,,.... ..__ ._ - ----. _�._ ..s. •- `°
! ;n r e 'k.l n,9 ,�e,r Yvi... a...,�E, i1. Pi +". t »,r.fY.{Jo�:r lRtlt wk f 1 I RAW i z.wir bun, �kk;
al
Wu W ♦ a wr Ru i ar * , : Z, 9. r r rWr r : s
MW6=
# a 9A WIN WPM so
4 J
F ':niR: ax Mat V hiaR - v ,'... _° ` 'tMer 1 sit
aw •ems MNMW �'sw9 Ida a e Gar ' , PNOF" 4m_'\
tla am ,m Ww r a etr r ®Ln
` t?. m,m ti
M► .Mr l IMl?S NvoOf wn,w nan , ti
0 4 r tv+A FUFFE, R w. i Y
�, r b PPkk g ` wFa W
,.a9r ,;..er r,, ".,,,.,... , �+�.ir r ' ,7:,.�r.��,...,r t 30' ,M.`� 6Ul ri `w r,wMRAawr,r•�i ��u ,�t► Ott, s ww ry U' fn
�r rn U'M
NO 0 FORMERLY _ : W
a.�a, �M. _ r �...� _ —•"�„ r„_ r.�: ,� ... .�• ., ».. r �,n. a ..., ��_rr 30' CAMA BUFFER AMESM � �
y , a M r ++ma�yy
p�O/Pp^�p� yy��y po/ryll pp rr ,{ n{/ gq�{fgr[AN ,T C
.I��,C1, 4,1 C-lJ r..)'�,.A,✓ Loll" i`d' „F� 1t44;.: �.� t. �,�fiP '"E A`34.r PP.f�'.'1.4.tC'S.•!'YDn;:i .aaepnpryµmw i,�..
,.. ... •: _ . a,. I' r 7 Ir D.B. 2422, P. N �
" " I a
4 t r r�.° " -� .._a... �,.:� o ATKINSON SHORES c�
r 2,3 .Oaf Fl '1'�� LIN
t 1.71 ."7 1I=kr �,1 "�. •_.. , «" �- " ( M.B. 36 P. 44 " D
l ` �._ O p $ I
\ �. ;, " ..75AEC LINE ,_ .�;r® _:, 75' AEC4 LINE Ln ZONED 5 (p J C O� C31
- -,,/',
_" ,
6 � � � ' NE
..er,w..r,"..-,_�r.�..,i_ r«"rr , ... �, r_r �;;aM..w.a...t.."', ,:r' "i: r,._ r_., r+r, � CD
„�. , � r .,. r
5"ItI"7'ZI�t 4i14i"%�Jt�'175 �_ ..__'TS?'IN(r 404 WETLANDS „4 M II I ATKINSON ROAD n
CONSERVATION AREA L- _
1 �. �._ 140607 Sq.Ft, J L 30' R/W BROKEN
1 ti
i � 1'`, OWNED BY HOMEOW�fERS ASSOCIATION 5' INGRESS, EGRESS REGRESS, _- (ASPHALT -PRIVATE) 00'47�
I
ECM sz3'
DRAINAGE & UTILITY EASEMENT 5.4 � 59.
0 (22(P'RI VATS)
S59°38'26"W s0' SI
(PROPOSED 20' ASPHALT) 30.03'
UP RANDS _ _. ... _
-------------------------------------------------------- -- - -�_ -------_-------- _-_------_ _ _._-_,___,
CONCRETE >.'
LJ
ECMN33°00'00"W 849.6175 AEC INL 33
.,,_ ,r_„_r r i 75' AEC LINE 75 AEC-jr, f-
Ln
r 21 1 20 1o9 18 w 17 16 15 14 13 12 11 10=/ �./
I I
r �N FrTE 4 tl o
UPLANDS \\ �' I
Y ��y I I
,Ja..,r - - - .-., _._,_- � r_, �n �. �,�,."� 4' .�,I, rL3°, cAMA Bu�fE ,I_ „_ _.:_. _„ I � IUPLANDS I � � � �
30 CAMA BUFFO :� a«' �' L., _,I_ ,j ,_,r _I„ rrl_,r_, _„ 1 Jr _, I _„_,r_r,_,r_,r_,r
rA ii Wu wet i tMw, aw , ape dw 'I Aix r : _ _ _ _ .. ` 30 CAMA O CLi = N O r"� C
t 11 "— _�,_ ::�_ _�: ,�: ,r�r r�_ r�� "'T„_re�.,r,l.., r�, : _rr O LJ
W , i wan wtk ; eA *s a�W, , aaa wWt ; vwu i rm so i tt MW i ma ; MWU � , � W!W miss ti m � � r � BUfFE � O O n 1r? (n '—
�,s�, < N
w I • M I ■e xe9 M :M tm wm M mws wm , rWi, m wn WMW r m" t ! me 9w amu P v % ®, m M , M rr r i WW, rw , m,aM mi i lm ER Ww i 4M ® Lo
ses eq
uRWi we R uW W.0 9W ww mM Wla sy +;' 4
11 uM
F �,
eu f o r � . t M� Tl a �! M ' I--
�M I N E>OA ..4L W M!
!
m _,. OF rw
.,...._.,_-..�_—_., I_ `s:l'rl� tr . i,) �.. t..`�1_; i1 t:.1 .�4D�5 ASTAL FI�:TLia: n t mw w i �s er � M� i �,m � �e w9 i aen � i rn i s wa i � � i w � � t � � Q
ti S .._r._ wW roM � r � � t �
CONSERVATION AREA
\ OWNED BY HOMEOWNERS ASSOCIATION ,
r
z
Im
f
3.°fJ0'00"E 1239.07'
I
r y
�0�
O 0
' ^�CC)
ref It
O 4
Nti
N�
ow
or�4
'S >t'� HL1 ks3 f 4 E112E
L
rBUR
CHARI ES I GS ASS0(1/ , INC.
LAND SURVEYING - CONVENTIONAL & GLOBAL POSITIONING SYSTEMS,
LAND PLANNING & COMPUTER MAPPING
- 202 WARLICK STREET
L P.O. BOX 1570
JACKSONVILLE, N,C, 2854.1-1570
TELEPHONE: [phone]
FACSIMILE:[phone]
E-MAIL: [e-mail]
I
N33'00'00"W 1334.41' _
CAMA NORMAL HIGH WATER LINE
AS PER
NOW OR FORMERLY DIVISION OF COASTAL MANAGEMENT
JAMES BATTS 07-20-05
D.B. 1281, P. 340
LOT 14
SHAE'S LANDING
M.B. 31, P. 1
M.B. 31, P. 37
ZONED R--5
PRELIMINARY PLAT FOR
LOT
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
LOT 17
LOT 18
LOT 19
LOT 20
LOT 21
LOT 22
LOT 23
LOT 24
LOT A
LOT B
LIFT STATION
CONSERVATION
CONSERVATION
AREA
10809 Sq.Ft.
6755 Sq.Ft.
6889 Sq,Ft.
6755 Sq,Ft.
6408 Sq,Ft.
6808 Sq.Ft.
6015 Sq,Ft.
7241 Sq.Ft.
5988 Sq.Ft.
5988 Sq,Ft.
5988 Sq.Ft.
5988 Sq.Ft.
5988 Sq.Ft,
5988 Sq,Ft.
5988 Sq,Ft.
5988 Sq.Ft.
8457 Sq.Ft.
8476 Sq,Ft,
5988 Sq,Ft.
6462 Sq,Ft.
19165 Sq.Ft.
16511 Sq.FL
14582 Sq,Ft.
8866 Sq.Ft.
799 Sq.Ft.
1582 Sq,Ft,
1800 Sq. Ft.
140607 Sq,Ft.
13824 Sq,Ft.
THE PENINSULA AT TOPSAIL ISLAND
8.849 ACRE TRACT ON WALTER R. ATKINSON ROAD
TOPSAIL TOWNSHIP, PENDER COUNTY, NORTH CAROLINA
TOWN OF SURF CITY
AREA ABOVE NHWL
8285
Sq.Ft,
5196
Sq,Ft.
5520
Sq.Ft.
5148
Sq.Ft,
4979
Sq.Ft,
5324
Sq.Ft,
4657
Sq.Ft.
5634
Sq.Ft,
4684
Sq.Ft.
4689
Sq,Ft.
4716
Sq.Ft.
4612
Sq.Ft,
4601
Sq.Ft.
4626
Sq.Ft,
4570
Sq.Ft.
4534
Sq.Ft,
6185
Sq.Ft,
6121
Sq,Ft.
4484
Sq.Ft,
4701
Sq.Ft.
11721
Sq.Ft.
8527
Sq,Ft.
8970
Sq.Ft,
6724
Sq.Ft.
799
Sq.Ft.
1075
Sq.Ft.
1800
Sq.Ft.
114916
Sq.Ft,
7438
Sq.Ft.
CANAL
N283Q'51"W 32o7'SIRI
EIP
31.52'
EMN
N
CONTROL
tj
CORNER
Ld
co
o
0
l
Co
:n
r7
_
can
�
EIP
0
'
n
W
in
00
�1
N
Cn
f
f�
;n
z
30.29'
EIP
- - - CONTROL
-
CANAL EIP N33'07'06"W CORNER
15 I
NOW OR FORMERLY
STUMPO
®= ACCESS & GATE EASEMENT D.B. 1495, P. 181 '
®= 10' = 9LIC = S EASEMENT ZONED R-5 '
o�
TOTAL LOT DEPTH
LOT DEPTH ABOVE NHWL
w '
140'
112'
'
zn
135'
104'
136'
111'
135'
103'
128'
98'
I
137'
106,
121'
144'
93'
112'
RAW
` "1
'
119'
94'
119,
94'
91.
i A
'
I
119'
L_�ANDING
119,
94'
119,
92'
SMN
119'
91,
Raw CONTROL
119,
88'
_ CORNER
119'
119'
8'
86'
�-
'
119'
89'
119'
89,
119'
88'
119'
89'
117'
90'
163'
124'
107'
107'
135'
105'
45'
45'
155'
124'
66'
36'
PROPOSED
24 LOTS
8.849 ACRES
INCLUDING THE
AREA BELOW
THE NORMAL HIGH
WATER LINE
6.841 ACRES
AREA ABOVE
THE NORMAL HIGH
WATER LINE
NOW OR FORMERLY
KURTH
D.B, 1095 P. 28
LOT 2
M.B. 8 P. 90
v 55°34'02"E
1To?
S33° 00'00"E 134.45'
� 71.64
SIR -
48.92' EiP�1�'2i,,a1.t
N33°00'00"W 134.35'
NOW R FORMERLY 0 0 MERLY
PELICAN PETES
PROPERTIES LLC
D.B. 1419 P. 149
LOT 3
M.B, 8, P. 90
S56'08'17"W
.00'
10' PRIVATE
;CESS EASEMENT
M.B. 8 P. 90
NOTE
ELEVATIONS RELATIVE TO NAVD 1988
ADJUSTED TO REFLECT A
NORMAL LOW WATER LINE OF 0..0'
BENCH MARK: NCGS MONUMENT "CRAB AZMK"
NORTHING: 242494.712 {
EASTI N G. 2430283.325
ELEVATION: 7.20
ZONED R-5
ZONING SETBLrK.S
FRONT = 15'
SIDE = 7.5'
REAR = 30' CAMA
.QW-NQR S I
RED APPLE GROUP, LLC
P.O. BOX 689
SHALLOTTE, NC 28459
TITLE SOURCE
D.B. 2429, P. 264
REFERENCES:
1).B.
214,
P.
78
D,B.
383,
P.
368
D.B.
473,
P.
189
D.B.
613,
P.
87
D,B.
999,
P.
333
D.B.
1095,
P.
28
D,B.
1419,
P.
149
D,B.
1559,
P.
195
D.B.
1867,
P.
210
1113.
2429,
P.
264
M.B.
8,
P,
90
M.B..
36,
P.
44
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
DATE: NOVEMBER 24, 2008
DRAWN BY: _J, Ht1_1_ 115
FIELD BOOK: IND. , PAGE: 42
COMPUTER:. WS6\PROJ\020322PP K,d11g
PROJECT NUMBER: 02-03-22M3
SHEET: 22 OF
200

LE - ND
NOET S
SCM =
SET CONCRETE MONUMENT (CONTROL CORNER)
1) EXISTING 20' UTILITY EASEMENT FOR TOWN OF SURF
CI i 1`
SPK =
SET PARKER-KALON NAIL (CONTROL CORNER)
WATER & SEWER LIES WITHIN THE PRIVATE 30'
�r
SIR =
SIP =
SET IRON ROD
SET IRON PIPE
R/W OF WALTER R, ATKINSON ROAD
,
SMN =SET
MAGNETIC NAIL (CONTROL CORNER )
2) ALL DRIVES ARE PERVIOUS MATERIAL
w
EIA =
EIR =EXISTING
EXISTING IRON AXLE (FOUND)
IRON ROD (FOUND)
3) EACH LOT IS SUBJECT TO A 5' DRAINAGE & UTILITY
ECM =
EXISTING CONCRETE MONUMENT (FOUND)
EASEMENT ALONG THE FRONT OF THE LOT
EPK =
PARKER-KALON NAIL (FOUND)
4) LOCATION OF EXISTING TREES AS SHOWN
EIP =
EXISTING IRON PIPE (FOUND)
5) 5' PERVIOUS WALK ALONG WESTERN SIDE OF STREET
EMN =
RAW =
EXISTING MAGNETIC NAIL (FOUND)
RIGHT-OF-WAY
6) PROPOSED WATER MAIN IS 6" AND TIED TO EXISTING
6" MAIN,
`k =CENTELINE
R7)
404 WETLAND DELINEATION WAS APPROVED BY
MBL =
MINIMUM BUILDING LINE
U.S. ARMY CORPS OF ENGINEERS ON NOVEMBER 11,
2004
N/F =
NOW OR FORMERLY
8) COASTAL WETLAND DELINEATION WAS APPROVED BY
C.C, =
CONTROL CORNER
DIVISION OF COASTAL MANAGEMENT ON OCTOBER 12,
2004
D.& U.E. =
DRAINAGE & UTILITY EASEMENT
9) PROPOSED DWELLINGS &DRIVES ARE FOR ILLUSTRATIVE
--,-
� fib-• =POWER
�E--�E- =
)E
LINES
4' CHAIN LINK FENCE
PURPOSES ONLY
MOTE
NOTE
=POWER
POLE
10) PROPOSED DOCKS ARE FOR ILLUSTRATIVE PURPOSES
ONLY
PROPOSED
DWELLINGS WITHIN 75' AEC = 17002 Sq.Ft.
q.
PROP
PROPOSED
DWELLINGS
NOTE
GRIGINAL PROPOSAL
NEW PROPOSAL
=EXISTING
FIRE HYDRANT
INDIVIDUAL OWNERS MUST APPLY FOR DOCKS
PROPOSED
.
DRIVES WITHIN 75' AEC 1311 Sq.Ft.
PROPOSED
DRIVES
= 19058 Sq.Ft.
= 9106 Sq.Ft.
PROPOSED DWELLINGS
PROPOSED
= 431 Sq,Ft.
0 Sq.Ft.
11) ELEVATIONS ORIGINALLY RELATIVE TO NAVD 1988
PROPOSED
STREET WITHIN 75' AEC 4679 Sq.Ft.
PROPOSED
STREET
= 31024
DRIVES
- 1309 Sq.Ft,
Q Sq.Ft.
=
EXISTING SANITARY SEWER MANHOLE
ADJUSTED TO REFLECT A
PROPOSED
WALK WITHIN 75 AEC = 1366 Sq Ft
PROPOSED
WALK
SgFt,
PROPOSED STREET
- 12339 Sq,Ft.
8404 Sq.Ft.
A,C, =ASBESTOS
CONCRETE PIPE
NORMAL LOW WATER LINE OF 0.0'
BENCH MARK: NCGS MONUMENT 'CRAB AZMK"
TOTAL BUILT UPON SURFACE WITHIN 75' AEC = 24358 Sq.Ft.
PROPOSED
LIFT STATION
= 5466 Sq,Ft,
= 400 So.Ft:
PROPOSED WALK
T
OTHER AREAS
= 809 Sq,Ft.
2484
42 Sq.Ft.
=
ADDRESS
NORTHING: 242494.712
TOTAL LOT AREA WITHIN 75 AEC = 193783 Sg Ft
PROPOSED
TOTAL BUILT UPON
SURFACE = 65054 Sq.Ft.
S ,Ft.
21 ' 72 S .Ft.
TOTAL WETLANDS FILL
=LOT
11 10,=
NUMBER
FASTING: 2430283,325
PROPOSED
BUILT UPON AREA WITHIN 75° AEC = 12.6%
TOTAL LOT AREA ABOVE NHWL
= 298015 Sq.Ft.
17372 Sq,Ft.
10618 Sq.Ft.
=
PROPOSED FIRE HYDRANT
ELEVATION: 7.20
PROPOSED
BUILT UPON AREA
= 21.8%
=
PROPOSED SANITARY SEWER MANHOLE
® =
PROPOSED WATER METER
Q =
PROPOSED CLEAN OUT
- - - - - - =
EXISTING CONTOUR
=
PROPOSED CONTOUR
X a10 =
EXISTING ELEVATION
x
4,5 =
PROPOSED ELEVATION
STREET
>
CID NOW OR FORMERLY
=
PROPOSED LIGHTS
71
HOPKINSjoko
=PROPOSED
TREES
,�
=
EXISTING TREES
CAMA NORMAL HIGH
CAMA NORMAL HIGH WATER LINE
ZONED R-5
CAMA NORMAL HIGH WATER LINE
WATER LINE
AS PER NORMAL_ LOW
WATER LINE
" -,
h
0
70
R /W
DRIFTWOOD LANE _
- - --- - - EMtvl
R%W
X0.05 1.39 DIVISION OF COASTAL MANAGEMENT rri
2.90
3.72
X -0.16 07-20-05 CANAL I w00D DOCK 1.95
XD.O6 F�j
xO.O5
/ X-2.50 EXCAVATE FROM UPPER 1/2 TIDAL RANGE CANAL
EXCAVATE FROM UPPER 1/2 TIDAL RANGE X-1,14
;' I e, � ! �+ ' {�� EXCAVATE FROM UPPER 1/2 TIDAL RANGE FLOATING -2.38
3°00 00 E 1239,07
,,,,�,. ,.,,.-,.,..,•..,..• TE1 99' _,_,.,...,�....,.-,_......,.,..„"..,,,».-......._..,,...-�,.�..,�.,,..,•,....,.•,,,,,,,,,,,,,,,, � '1 DOCK
117.16' -2 24
-2.05X m j,
-1.95
-0.22i,e "6 7
n� L
01
�)
"4r)
I / /
(JO.
S
-1.E34
1.94 X86
X
-2.
X
X
22 / Y
Q)
ti
/ M 20
•wry
-
!/I �4;/ >r
Y •.
,�
�� �- - - - - •�-�r-r
L48
L50 L49_ 1-47
vn
's
w
Ca
Iv
po
cn
O
WOOD
84292',..
ER
A ROL
2 24 . a' 15; x-1.84 I t 50.00' 50.00' S0.00' 5000' -� COCONRNECM EPK
_ cn -2.3 BOAT
L62 L63 s. Lfi6_ t�L67 69 -' 170 - _ 1 ttC.> F _ _ - _ ..� ,-._ M 2 LIFT FLOATING
_ _ __ _ _ _ , _ .' 8 m 3a' 6 4 O o Cn
L54 1 L71 L L73 `, L77. L 8 L79 - - O
1 54 L80 L81 L8 L83 L85 L$6 L87a
- ' ci :34':' 2.08 0 / DQCK
O
._......,... /D M , , tr ..
GH�1 R • 1 ,,,� ®I - eer � �„ �, "-•"` t8j-8 L89 ' L90 L91 L 2 L93 L94 L95
L96 97 L98 _., ,,._ _ Q 32,14 - •.
� ��.. ,, • `\-... L� - - L59 10 L101 L102 ,�,.•-.. 3..J..G3 C104 ,. , - - , ,__ .... , .,.. -. , . L11 15 116 1 , - .. � \ ,
- - - _ UN�715 ♦ \ I H MARSH �"e ' LF( 10 7 L1 t7Ei L� Q 11 L112 11 L 18 L119 /• 123 mom, r2•,• +i k - r;/// '/;' ',r,ra ff �w, \ \ `N q \ H , -�' -- - 8 L1 7 L12 L122 \ Ic �7
r• 1 ■! w• ,�• •In ua\ LOw MARSH ru r. •� I s a.1 �i !� a BE UNDISfiU HIGH MARSH 5 \ 1 I OD DOCK
n w° i zuaw a rww A ra • • w E U ' LpNd HICrH, Mjp RSH cv 2,4ios me•r sir.• W TO aE CREATED �r r. M1IDISTUR�y,tii r.• \ \� ` (a E U DJSiUfD
rn
C" >
\ N �; r 2'$b w 34 �S
30' CAMA BUFFER M•7.� \ �, ` r7
1 as a, rl. r \ +. I G
I_ I w r .w.. a.r �"(7P1,1MD3
u,. 1 1 .•1 xp I IPe xr ,/ `'"•' 1 \ �, V
,yr.I._. ♦♦ UPPER LIMI1�5iF�O�s�yil• r 4hr m , M• t w
•► :r .im %V ' -m - In
U, AC...,... iG'° ,, fk,MA. BUFFER ��EI'rai ♦ eul ".°, ��r- 1� " -c! •�
�HJGH M/1RH _- �. , _. I .. I .. , _. 1, w .. t, ., I _ _. , .. a1rn�, w hry \ O D (n .�
N W 0
�. o .., AS 1- •' . �:'..'. , I �. , ,,,, I , , . d.. , , , i 30' CAMA BUFFE ER U,-- �,, ,, II I - � r• R FORM L w �p� Q TO BL` R-A D /FR Il. a,�1,%.ci. # i LOW MARSH ,wA,-„:•�_, � I �4..
-' -�---- I,_II_II I II II_II_I,
o a° /PROPOSED• o- r ,,,. ^" ., i TO 8E CREATED �DAlaiz.:!I o _°..... 5 I
LNG / JAMES
w. uw. ,• saprk-,I..x,,. , , ,- rr.rlsr N =
a , , nwEu 8 ..y"` / TQ z D .IB . 2 4 . '
PROPOSED
_2,
zlzIGa 40 ? P 202 g �
4
- - WETLANDS ( tIN - - i ara .;1.: r , 2 WELUNG K% q ;'DECK w �o S N
D ac ATKINSON SHOR
11 ,w ;:iti'• j r„ n•«II 75 AEC LINE .._.. ..�_-- II/M,1 - - ---- "- _ �_. O M.B. 36, P. 4� O
„ _ 11 _ .+,- - - - - - -' , PRBOPOSED PROPOSED
I ... , ... ... _ I I -75 AEC LINE 131
S' OViE[LING I DWELLING I u$ I PROPOSED I Q I 1 0, t7
I - -' - •«I._ I_I,_ _ , DWELLING / ZONED R-5 Is c rn Ln
}- .,_..Y _' �,..I,_II_,I_II..�11`.11_Il+r,l.,li r �.�;►1,..11_II_I _II..II..I �I�,I.. ( �'�+,I. I ?5'AEc I,I _II d
b ..
Gy �s v 404 CONSERVATION AREA «.II 12, 0 ATKINSON ROAD I n
WETLANDS 140607 Sq,Ft. _ _ _ _ _
PROPOSED 04106104 I - -OWNED $Y H9M€4WA1€ As�JG(RTI6N - - - 2 - - -
_ 5'
- - 5' INGRESS, EGRESS REGRESS 404 WET NDS - - - - - - - _ _ f 5 (A HAp T -PRIVATE) BROKEN
\ WETLANDS FILL
N Q \ DRAINAGE & UTILITY EASEMENT 04/06 PROPOSED _` _ _ _ rt ye /ECM s230047„IE 5
`1 \ WETLANDS FILL
A - - - 9.9
L S PR OAD 5' R (PRJ _ - / S59 °38 26 W /
E
N$6 >3'24 W ,., .,. _ _ }„ - - - - _ 4, �S 33B'Oo o'1W51P1r8LT� !J l
( -� 30.03
•�
,
.
_..._ 5.00
.L 1
PROPOSED
24 LOTS
8.849 ACRES
INCLUDING THE
AREA BELOW
THE NORMAL HIGH
WATER LINE
6,841 ACRES
AREA ABOVE
THE NORMAL HIGH
WATER LINE
NOW OR FORMERLY
KURTH
D.B. 1095 P. 28
LOT 2
M.B. 8 P. 90
N55°34'02"E
10, 00'
S33°00'00"E 134.4'
,1
48,42' E_-2ipSIR 71.64 71,7
I
I
I
I �•
S56°08'17"W
10.00'
M64010/0-1 MN
f .+;'•' fi /s ! !�� �1 5��,, b mow' ...�w6° ��° - t► - +. ► '+L AK
1 � � ® ■
r 'e, .'. I - �f )1 �I-"• _.`�_ �Vtr-_,..--_�V' �V.. 1V. -�• ,, Y' ., .r+ .rx���a � - r �i �`y.,1c ■ �• PELICAN r
CCESS EASEMENT
MmIr
__"- r aY.� • 1 . � • � r r � r 7* 7Tk ��� �f � � f - r • • . PROPERTIES
rs r
r
+-Nv-ew- YY/liirlNid ` .. a ' r �• . r . e . 1 • -. - • •, e • . e ., x� LOT 3 - ,. • • ,. a .
F..•r�lr�l•nlr.•� rill
L`"
20
207.83' X-2.15
CAMA NORMAL HIGH WATER LINE
- NORMAL HIGH WATER
LINE TABLE
LINE
LENGTH
BEARING
L1
28,20
N39'42'41"W
L2
12.71
N33°35'56"W
L3
18.51
N30°30'41"W
L4
11.67
N36'00'13"W
L5
17.35
N30°17'41"W
L6
24.79
N32°21'17"W
L7
27.89
N37'32'08"W
L8
15.41
N33'36'57"W
L9
37,10
N26'18'54"W
L10
4.72
N65'46'48"W
L11
17.31
N 31 °03'10"W
L12
10.17
N47.33'15"W
L13
23.90
N30°27'42"W
L14
26.66
N37-12'05"W
L15
23.81
N29°35'43"W
L16
28.96
N33°32'01"W
L17
27.40
N36°03'26"W
L18
28.23
N32'11'14"W
L19
25.12
N31°12'07"W
L20
26.51
N30'03'16"W
L21
27.55
N28'30'00"W
L22
26,91
N38°42'43"W
L23
25.11
N3632'12"W
L24
29.55
N26'51'29"W
L25
27.38
N34°01'42"W
L26
29.46
N32°04'07"W
L27
27.66
N32°48'25"W
L28
29.64
N30`19'06"W
L29
29.07
N28°55'30"W
L30
29.25
N40°35'09"W
L31
28.29
N27'33'41 "W
L32
28.48
N32°12'24"W
L33
28.97
N28'26'07"W
L34
25.49
N41 °03'53"W
L35
28.76 1
N31'54'13'W
X-2.38
X-1.79
X-0,25
1,
rm� -I rA I gym° �•,.. .-,,.}�' 1
", theEI11Milt
IA�Ii
�"' c
A'1-61
L
�I I�
_
1g
AI
I^wu Ike §1n E
u
- _.
-
Lop
_ _ _ w _ _ L33
L3 L36 L35� � L34 � 2 u
C'UNSEf cTr011 'ANLA
19 -
18 -2.11
13824 Sq.Ft.
I' X-2.30
72.03
X
50.00'
75.00'
OWNED BY HOMEOWNERS ASSOCIATION
204.97'
X-2.24 N33°00'00"W 1334.41'
X-1.64 X-1,77
X -0.06 X -0.12 '
x -o zs CANAL
NORMAL HIGH WATER
LINE TABLE
LINE
LENGTH
BEARING
L36
30.00
N30°57'19"W
L37_
17.05
N37°53'44"W
L38
28.38
N31'59'13"W
L39
34,24
N32°30'49"W
L40
32.34
N31'05 02'W
L41
27,27
N34'27 40"W
L42
30.28
N38'40'04"W
L43
31.79
N33`30'45"W
L44
26.18
N32°42'03"W
L45
28.75
N35°47'04"W
L46
30.69
IN 31 °14'48"W
L47
33.07
1 N32'14'08"W
L48
18.35
N33°37'49"W
L49
17.17
N35°44'08"W
L50
31.04
N30'11'47"W
L51
22.42
N64°55'37"E
L52
31.50
N79'24'50"E
L53
25.46
N77°36'51 "E
L54
26.78
N80°54'28"E
L55
25.35
N79'15'43"E
L56
27.64
N65'43'37"E
L57
42,30
N66'26'39"E
L58
30.34
N67°23'07"E
L59
19.87
N85°45'02"E
L60
15.87
S49'30'39"E
L61
16.44
S46'59'57"E
L62
32.22
S23'50'49"E
L63
15.45
S33°37'16"E
L64
�16.85
S20°12'28"E
L65
20.61
S46°29'54"E
L66
27.07
S34'50'51 "E
L67
10,62
S4032'07"E
L68
19,94
S25°04'13"E
L69
15.10
534°47'16"E
L70
26.75
S26'54'46"E
NORMAL HIGH WATER
LINE TABLE
LINE
LENGTH
BEARING
L71
28.23
S31'46'54"E
L72
27.95
S36'31'07"E
L73
28,21
S31'39'43"E
L74
24,20
S38'40'17"E
L75
6.59
S68'23'33"E
L76
12.76
S12°48'35"E
L77
16.35
S39°06'35"E
L78
18.70
S25°03'47"E
L79
23.68
S32'06'00"E
L80
37.63
S29'23'30"E
L81
14.73
S40°02'12"E
L82
17.88
S35°24'18"E
L83
26.14
S31'56'22"E
L84
3.45
S55'59'32"E
L85
24,34
S31'02'55"E
L86
26.74
S33'07'44"E
L87
17.97
S26'58'43"E
L88
13,81
S34°34'1VIE
L89
25.94
S31'31'30"E
L90
18.23
S36°35'40"E
L91
18.95
S26'S8'20"E
L92
30.33
S34°31'20"E
L93
15.80
S31 °38'23"E
L94
13.95
S37'31'54"E
L95
11.68
S32°31'26"E
L96
11.59
S22°10'43"E
L97
9.72
S48'46'59"E
L98
16.18
S28°49'22"E
L99
16.44
S28'31'07"E
L100
11.32
S37'57'30"E
L101
2110
S34°05'18"E
L102
20.47
S33'37'07"E
-103
31.52
S33'38'26"E
L104
19.62
S22°03`01 "E
1 05
13-24
S30'39'04"E
0
C HIARLES
F. R GGS & ASSOCIATES,
INC.
LAND -
CONVENTIONAL & GLOBAL POSITIONING
SYSTEMS,
H
D PLANNING &' COMPUTER MAPPING
`
202 WARLICK STREET
~
°
P.O. BOX 1570
JACKSONVILLE, N.C. 28541-1570
TELEPHONE: [phone]
op
FACSIMILE:[phone]
3'
fft4i
E-MAIL: riggsland@bizec,rr.com
NORMAL HIGH WATER
LINE TABLE
LINE
LENGTH
BEARING
L106
8,11
S40'46'00"E
L107
30.72
S32°34'12"E
L108
24,94
S34'32'1 -
L109
30.78
S36'57'51 "E
L110
20.81
S2912'03" E
1-111
8,27
S21°24'09"E
L112
12.95
S39'47'27„E
L113
9.66
S31'05'31"E
L114
4.30
S59°01'05"E
L115
14.26
S41'56'00" E
L116
15,17
S32'14'40" E
L117
19.38
S31 °33'49""E
L118
19,38
S26'02'1O"E
L119
17.32
S3310'05"E
L120
14.74
S30'32'35"E
L121
19.81
S34°21."9"E
L122
33.87
S35'28'02"E
L123
11,59
S35°3Ea, 41" E
g , Co
t�q
N
CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD
DIRECTION
_C1
9.91
25.00
9.84
N44'21'17"W
C2
16.95
35,00
16.78
N41'50'21"W
C3
35.05
35.00
33.60
N00'42'59"E
C4
35.05
35.00
33,60
C5
35.05
35,00
33.60
_N58'05'14"E
S64-32'31"E
C6
48.09
35.00
44.39
S03'30'17"W
C7
17.02
25.00
16.69
S23'22'05"W
C8
62.67
50,00
58,65
S02-54'28"W
C9
25.07
20.00
23.46
S02'54'28"W
C10
25,07
20.00
23.46
S68-54'28"E
C11
62.67
50.00
58.65
S68'54'28"E
C12
31.34
25.00
29,32
N68'54'28"W
C13
25.25
45,00
24.92
N88'44'20"W
C14
24.59
45.00
24.28
N23'09'48"E
C15
L-34
25 - P-LI
29.32
NO2'54'28"E
_ �I•� a* I !� IIII _.nan ••L.. _ ,- n a ;. •
_ .,. �.1T�rs,•1-r3... � ilt2a ,. �. �� _ 21!>s,t' 7 rl�l�r _._ ,...,. __
'!VI`d���rri�gracri�lii
......ti.....��..........- ......___ ........_.. ^�' = �.I..rr,.>•��rnr,.....,...--��.,...._ i�KKli �1s!:BYrM� . sii.Pl�1� .. a.Y�T -
r.i....+...c.-.U�I•AIR i.7�Y1 r �""_._` t!
,ic.,e,a+r.......��..."..a..�-.rl.-,..,,ire. s�.,xe •w..l�. ..rr_.. �wlr. ■
I%� iGtlllllllullli 6y• f!"•III,„1"1116r�1► Y"ill !°`rrk,11►/l//�YX/JSI►1 ••�•oimws ,:;. #�iiinsr'� rl•Mr ,a-: ,;'.J/r!d'I
11111F rl�•s I •
`1' i �I ��,/%!I�IiIIIiIIII11h;G Iurllililhll'IITi/ %/.dI/fiilUlfl!iilil'r�• t� I�IL,.,111�J1� _ ,,..!S �I �
1 � ii 3. � - + •r � � •r
s1
_
•� w - gy i
DULKHt
• •aid � � m ��m .� �� ,, - -
��► •� fib .�� ��� _ �'
®
•• ... ... • •. • •• • •• 7
,
Pill
- - • _ _ . „ «
III" • :.
X-1,63
X-1.08
X-1
-40U
X-1,65 X -1.37 CANAL X -1.27
n EIP N33'0T06W� CORNER
�" T
X-0.45 X-0,34 X-0,29
,3s
X--O.22
X 0.95 X -0.43
X -0.31- X -0.14 r:0OD DOCK
n�<^
o� 15 �O
--
1.33
163
AMA NORMAL HIGH WATER LINE
'
90� °off NOW OR FORMERLY '
NOW OR FORMERLY
CAMA NORMAL HIGH WATER LINE
\�� STUMPO
NOTE
JAMES BATTS
AS PER
DIVISION OF COASTAL MANAGEMENT
'
D.B. 1495, P. 181
ELEVATIONS ORIGINALLY RELATIVE TOIN AVD 1988
> D B 1281 P 340
07-20-05
NORMAL LOW WATER LINE
ZONED R-5 '
ADJUSTED TO REFLECT A
LOT 14
SHAE'S LANDING
M.B. 31, P, 1
M.B. 31, P. 37
ZONED R-5
PROPOSED 404 WETLANDS FILL:
PROPOSED WETLAND CREATION:
TOTAL CONSERVATION AREA:
1 �-� &RAMOUVI,E ENGINEERING,INC',
5911 OLEANDER DRIVE, SUITE 201
WILMINGTON, N.C. 28403
TELEPHONE: [phone]
FACSIMILE: [phone]
10618 Sq.Ft.
0.244 ACRES
30423 Sq.Ft.
0.698 ACRES
154431 Sq.Ft.
3.545 ACRES
BULKHEADS '
NORMAL LOW WATER LINE OF 0,0'
THE
WATERWARD EDGE
OF ANY
BENCH MARK: NCGS MONUMENT "CRAB AZMK"
COASTAL WETLAND
LIES ABOVE
®= ACCESS & GATE EASEMENT > '
NORTHING: 242494,712
EASTING: 2430283,325
THE
NOR
NORMAL
�- L W
WATER LINE
®= 10'
r
PUBLIC ACCESS EASEMENT ' ;n
ELEVATION: '7.20
LOT
LOT 1
AREA
10809 Sq.Ft.
AREA ABOVE NHWL TOTAL LOT DEPTH
8285 Sq•Ft. 140'
LOT DEPTH ABOVE NHWL � t
/
ZONED R-5
ZONIN S TBA�S
LOT 2
6755 Sq.Ft,
5196 Sq.Ft.
135'
112'
104'
R/w 1
`" -�_ I
I
FRONT - � 5'
LOT 3
6889 Sq,Ft,
5520 Sq.Ft.
136'
111'
'f
��JSIDE
=
LOT 4
6755 Sq.Ft.
5148 Sq.Ft.
135'
103'
REAR - 30' CAMA
LOT 5
LOT 6
6408 Sq,Ft.
4979 Sq.Ft.
128'
98'
'
LOT 7
6808 Sq,Ft,
5324 Sq.Ft.
137'
106'
S
-SSHAE'- ANDINC
6015 Sq,Ft,
4657 Sq,Ft.
121'
93.
0
LOT 8
7241 Sq.Ft.
5634 Sq.Ft,
144'
112'
` _
RED APPLE GROUP, LLC
LOT 9
5988 Sq,Ft,
4684 Sq.Ft.
119'
94'
SMN
P.O. BOX 689
LOT 10
5988 Sq,Ft,
4689 Sq.Ft.
119'
94'
R/W' CONTROL
SHALLOTTE, NC 28459
LOT 11
5988 Sq,Ft,
4716 Sq.Ft.
119'
94'
CORNER
LOT 12
5988 Sq.Ft,
4612 Sq.Ft,
119'
91.
I
LOT 13
5988 Sq,Ft,
4601 Sq.Ft.
119,
94'
'
TITLE 5OUSCE
LOT 14
LOT 15
5988 Sq,Ft.
5988 Sq.Ft,
4626 Sq,Ft.
4570 Sq.Ft.
119'
119'
92'
91,
Q
D.B. 2429, P. 264
LOT 16
5988 Sq.Ft.
4534 Sq,Ft.
119,
88'
LOT 17
8457 Sq.Ft.
6185 Sq.Ft,
119'
89'
I
RLEERLN_aS;.
LOT 18
LOT 19
8476 Sq,Ft,
6121 Sq.Ft.
119'
86'
3
D.B. 214, P, 78
LOT 20
5988 Sq.Ft,
6462 Sq.Ft,
4484 Sq.Ft.
4701 Sq.Ft.
119'
119'
89'
89'
D.B. 383, P. 368
LOT 21
LOT 22
19165 Sq.Ft,
16511 Sq,Ft.
11721 Sq.Ft.
8527 Sq.Ft.
119,
119'
88'
PROPOSED DWELLINGS BSc DRIVES ARE
D.B. 473, P. 189
D.B. 613, P. 87
LOT 23
14582 Sq,Ft.
8970 Sq.Ft.
117'
89
90'
FOR ILLUSTRATIVE
VE PURPOSES ONLY.
D•B. 999, P. 333
LOT 24
8866 Sq.Ft.
6724 Sq.Ft.
163'
124'
-
D.B. 1095 P 28
LOT A
799 Sq,Ft.
799 Sq.Ft.
107'
107'
D.B. 1419, P, 149
LOT B
1582 Sq.Ft,
1075 Sq.Ft.
135'
105'
D.B. 1559, P. 195
LIFT STATION
1800 Sq.Ft.
1800 Sq.Ft.
45'
45'
D. B. 1867 P 210
CONSERVATION
140607 Sq•Ft,
114916 Sq.Ft.
155'
124'
PROPOSED DOCKS ARE FOR ILLUSTRA TIVE
D•B• 2429, P, 264
CONSERVATION
13824 Sq.Ft.
7438 Sq.Ft.
66'
36'
PURPOSES ONLY. INDIVIDUAL OWNERS
M B 8 P 90
MUST APPLY FOR DOCKS,
M.B, 36, P, 44
GRAPHIC SCALE
DRELIMINARY PLAT FOR
T1E PENINSULA ...II�o��° TOPSAIL
8.849 ACRE TRACT ON WALTER R. ATKINSON ROAD
TOPSAIL TOWNSHIP, PENDER COUNTY, NORTH CAROLINA
TOWN OF SURF CITY
( IN FEET )
I inch = 50 ft.
DATE: NOVEMBER 24, 2008
DRAWN BY: J, f-et,M 5
FIELD BOOK: IND. PAGE: 42
COMPUTER WS66ROJ�,020322PP K.dWQ_
PROJECT NUMBER: 02-03- 221v13 _ --]
SHEET: -`�5 OF 5�`
1D

CANAL
CANAL
E
L
INFILTRATION SYSTEM DESCRIPTION
THE INFILTRATION SYSTEM HAS BEEN DESIGNED TO CAPTURE AND
INFILTRATE THE FIRST 1.5" (ONE & ONE HALF INCH) OF RAINFALL FROM
RAIN EVENT IN ACCORDANCE WITH THE SURF CITY TOWN ORDINANCE
(SECTION 7.3, 15) REQUIREMENT TO HANDLE THE FIRST 1.5" (ONE & ONE
HALF INCH) OF STORM WATER RUNOFF FOR A 24 (TWENTY FOUR) HOUR
PERIOD. SOILS INVESTIGATION INDICATES ON -SITE SOILS PERMEABILITY
GREATER THAN 6" / HOUR.
DESIGN CRITERIA
THE FOLLOWING DESIGN CRITERIA WERE USED IN THE DESIGN OF THE
SYSTEM:
1) THE FIRST 1.5" (ONE & ONE HALF INCH) OF STORM WATER
RUNOFF FROM BUILT UPON AREAS WILL BE STORED AND
INFILTERED THROUGH THE SYSTEM.
SYSTEM DESCRIPTION
THE PROPOSED INFILTRATION SYSTEM IS COMPRISED OF THE FOLLOWING:
a) STORM WATER FROM DWELLINGS TO BE GUTTERED TO
INFILTRATION BASIN.
b) SHEET FLOW OF REMAINING STORM WATER TO ADJACENT
DRAINAGE SWALES.
c) CONVEYANCE OF STORM WATER FROM SWALE TO AN INFILTRATION
BASIN, WHICH IS SIZED TO ACCEPT THE FIRST 1.5" (ONE &
ONE HALF INCH) OF RAINFALL FROM THE SITE.
d) THE INFILTRATION BASIN HAS BEEN SIZED TO ALLOW RAINFALL
TO PERCOLATE THROUGH THE NATURAL SOILS TO COMPLY WITH
ORDINANCE REQUIREMENTS
CALCULATIONS FOR THE PENINSULA AT TOPSAIL ISLAND PLAN INFILTRATION
SYSTEM DESIGN
A) DETERMINE THE VOLUME OF RAINFALL.
SITE DATA:
BUILT UPON AREA 65054 Ft'
DETERMINE VOLUME OF RAINFALL TO BE INFILTRATED:
VOL = 65054 Ft x 1.5"/12" = 8131 Ft'
AVAILABLE VOLUME:
TOP SURFACE: 11.8' x 37.0' = 436.6 Ft'
BOTTOM SURFACE: 2.5' x 27.7' = 62.3 Ft2
436.6 + 62.3 = 498.9
498.9 / 2 = 249.5
249.5 Ft2x 1.6' = 399.2 Ft3
399.2 Ft - (EACH BASIN) x 21 = 8383.2 Ft'
INFILTRATION TIME: (VOL / AREA = DEPTH)
DEPTH OF 1.5" RAINFALL: 399.2 Ft / 62.3 Ft = 6,4'
6,4' / .5 / Hr = 12.8 HOURS
P
P I
Fti
rytis I I ?sR
I
I I
5' 20'...
I I
I - I
I 30' I
R/W
1 1
I I
(l
35
- I
/1
SLOPE AS REQUIRED
WALK
�- TERRAIN MAX. SLOB
LEVEL 2:1 SECTION AA
ROLLING 2:1
HILLY 1-1/2:1
7 SYMMETRICAL CUL-DE-SAC L
7 NO CURB & GUTTER
n
NOT TO SCALE
0
I
PROPOSEDEDGE 0 30' CAMA BUFFER
----------
PROPOS 5' WALK
/\_ NE INLET 0 INLET
\/ ` 4 U a C UNCOVERED DECK
z 26'
z
a
m 26' m
z z
0 0
¢ a in
y PROPOSED
PROPOSED
DWELLING
z z
n DWELLING N - b
x x
tO io z
Ln
in m
26' zp
12' a
UNCOVERED DECK WETLANDS
z
Qp x
a
30' CAMA BUFFER INLET
I --OF YPROPOSED ROAD
' EpGE
CANAL - '
INFILTRATION BASIN DETAIL
INFILTRATION BASIN DETAIL LOT 8
TYPICAL
20 0 20
20 0 20
I
SLOPE AS
REQUIRED WALK
SEc,nON BB
NOT TO SCALE
I I I
EXISTING
GRADE
4.5
I 3.0 1
1.4 2,0
I.0.75 of I jI I o z I I ExlsnNc
LPROPOSED GRADE
S I l �I
z aGRADE I I w
IQ z
IX w 1 m WI
i} ,f z a a: ¢
Iv= SI
D I PROPOSED PROPOSED
J I \ LOW MARSH \�I HIGH MARSH I 404 WETLANDS
CHARRIGGS & ASSOCIATES, INC. PARAMOUNTE
LAND SURVEYINr, - CONVENTIONAL & GLOBAL POSITIONING SYSTEMS,
LAND PLANNING & COMPUTER MAPPING
202 WARLICK STREET 5911 OLEA
P.O. BOX 1570 WILMI�
JACKSONVILLE, N.C. 28541-1570 TELEPHC
TELEPHONE: [phone] FACSIMI
FACSIMILE:[phone]
E-MAIL: [e-mail]
EACH BASIN WILL BE LINED WITH MULCH AND PLANTED WITH
WAX MYRTLE (Myrica Cerifera L.) SHRUBS, 15' ON CENTER.
EIGHT (8) SHRUBS PER BASIN.
Common name:
WAX MYRTLE
Botanical name:
Myrica cerifera L.
Zones:
8.9
Growth form:
Evergreen shrub to small tree
Height:
10-15 ft
Growth rate:
Medium
Site conditions:
Best in moist organic soils of the Coastal
Plain; will tolerate dry sites including
sand dune areas, and infertile, acid soils;
full sun to one-half shade.
(As Per State of North Carol!no EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, Appendices, Table 8.02b)
INFILTRATION
BASIN VEGETATION DETAIL
NOT TO SCALE
HOUSE PILING
AAL GRASSED AREAS WILL BE CENTIPEDE SOD.
HOUSE PILING
CONCRETE SLAB CONCRETE SLAB
EL. 5.5' EL. 5.5'
MAXIMUM WATER LEVEL = 4.3' EL. 5.0'
3 BOTTOM EL. = 2.7' 3
EXISITING GRADE 3.0' ' 1 1
SEASONAL HIGH EL. 2.7'
WATER TABLE - -
20" 75 y 12"
INFILTRATION BASIN X-SECTION DETAIL
NOT TO SCALE
20 0 20
CANAL
1 PROPOSED I I
CONCRETE I FILL PROPPOSED i
WALK GADE
ASPHALT 4.5 ---I- - - - - - - - - - -� 5
o� (
o"W
i !
I I
I
(� EXISTING
I
1 GRADE
u
PROPOSED
PROPOSED
z`
SEWER LINEI
WATER LINE
I
I j(
w
Z1
m
�¢
r wETLANDS
TO BE FILLED I
wl
¢
a
U
¢I
Q
�I
�I
01
rn
INLET
30' CAMA BUFFER-
o UNCOVERED DECK
0 PROPOSED
w DWELLING
.aLT.:T10. BASIN DETAIL
LOT 24
20 • 24
PROPOSED DWELLINGS & DRIVES ARE
FOR ILLUSTRATIVE PURPOSES ONLY.
EL. 5.5'
WETLANDS
CANAL
30' CAMA BUFFER - -
o . UNCOVERED DECK
26'
as
PROPOSED
DWELLING
J M M
z
z
c�
M
x
26'
INLET
-------------- ------ ------ ------ ------- L------
EDGE OF PROPOSED ROAD
INFILTRATION BASIN DETAIL
LOT 2
20 0 20
INLET
CANAL
INFILTRATION BASIN DETAIL
LOT 1
20 0 20
4.5'
4 3'
N
cc
MAXIMUM WATER LEVEL = 4.3'
(C
" BASIN LINED WITH MULCH & WOODY VEGETATION
2J'
cv BOTTOM ELEVATION = 2.7'
F
1 _ 27.7'
NOT • SCALE
15' DRAINAGE EASEMENT
- - 3 - - - - - - -- - - MAXIMUM WATER LEVEL= 4.3--
------------------ ------------------------------
EXISITING GRADE=3.0_ - 3 -
BOTTOM ELEVATION - 2.7' 1
SEASONAL HIGH
WATER TABLE - - - - - -
20" 12"
A
-1.5
PRELIMINARY PLAT FOR
THE PENINSULA AT TOPSAIL ISLAND
8.849 ACHE TRACT ON WALTER R. ATKINSON ROAD
TOPSAIL TOWNSHIP, PENDER COUNTY, NORTH CAROLINA
TOWN OF SURF CITY
I-
w
Lj
f5
to
EL. 4.5'
STREET
DATE: NOVEMBER 24, 2008
DRAWN BY: _l. HFf. M
FIELD BOOK: IND. PAGE: 42
COMPUTER: WS6 P,ROJ\020322PP K dwg
PROJECT NUMBER: 02-03-22M3
SHEET: -4 OF

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EIP
EXISTING
GRAVED
DRIVE
N61-' 56 57 E
65.53'
ExIST1- NG C�NCRE--
R/W
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POWER
POLE
bi
R/W
EDGE OF EXISTING A
SPHALT
LOT 6 i
WARREN SUBDIVISION i
M.B. 8, P. 90 i
POWER
POLE
TELEVISION
PEDESTAL
X 8.28
s•
5�0' si
by EIP STOP N 9 �
SIGN 15.00' �2l
STOP STREET 25' F
SIGN
i SIGN
�p 9. E
Lo
N Ln
00 —
Z 9.40
N.C. HIGHWAY 50 -- _
60' R/W AS CLAIMED N58*24'07"E S55'05'21"W
EDGE OF EXISTING ASPHALT_ ASPHALT—PUBLBC NCDOT 152.74'
EMN 16.27 EMN tp.13 _
EXfSANG7�-\ GRAVEL I
R/W ORI�t— -- I ��.-
1 1 - FXISTIcLri_ -_ , - - - - - -- - -
GRAVEL �, EXISTING
SERVICE I DRIVE -- l ?Nl-RF rE
POLE ®� - _ \ -- L,ei - 1
i SERVICE
POLE
LOT 5
WARREN SUBDIVISION
M.B. 8, P. 90
150'
4
i LOT 1
SHADY DUNES
i M.B. 11, P. 53
I
i
POWER
i \�POLE -
ELECTRIC
METER BOX
PROPOSED CONCRETE WALK
EDGE OF PROPOSED ASPHALT
9.70
EXISTING CONCRETE WALK
v 9.42
v
10.00
EMN
SERVICE
POLE
R/W
LOT 2
SHADY DUNES
M.B. 11, P. 53
R/W
POWER
X11.53 I POLE
--- I -- -- -- R/W
---- /^ -- STOP
PROPOSED CONCRETE WgLK }� SIGN /
9.66
S54'39'04"W, _
148.35'--�`9"97 EMN
EDGE OF EXISTING ASPHALT
EXISTING EXISYING J
EXISTING
GR?�L __;_ ___j GRAVEL 1 GD�Rt t
77
DRIVE WO9ULK' R/W
SERVIPOLE I —1-2—
NOTE
PROPOSED CONSTRUCTION OF DECELERATION LANE AND
TURN LANE, SHIFT OF CONCRETE WALK, RELOCATION
OF TWO TELEPHONE PEDESTALS AND ONE WATER
METER, ALL PROPOSED WORK TO REST WITHIN 60' R/W
AS CLAIMED BY NCDOT AND THE EXISTING SIGN
EASEMENT DEDICATED TO RED APPLE GROUP.
DECELERATION LANE & TURN LANE FOR
THE PENINSULA AT TOPSAIL ISLAND
N.C. HIGHWAY 50 & WALTER R. ATKINSON ROAD
TOPSAIL TOWNSHIP, PENDER COUNTY, NORTH CAROLINA
TOWN OF SURF CITY
THIS PRELIMINARY PLOT PLAN IS SUBJECT TO BOTH
REVIEW & APPROVAL BY THE LOCAL JURISDICTION
LEGEND
CC = CONTROL CORNER
ECM = EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER)
EIP = EXISTING IRON PIPE (FOUND)
EIR = EXISTING IRON ROD (FOUND)
EMN = EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER)
EPK = EXISTING PARKER-KALON NAIL (FOUND)(CONTROL CORNER)
ERRS = EXISTING RAILROAD SPIKE (FOUND)
MBL = MINIMUM BUILDING LINE
NMP = NON MONUMENTED POINT
R/W = RIGHT OF WAY
SCM = SET CONCRETE MONUMENT (CONTROL CORNER)
SIP = SET IRON PIPE
SIR = SET IRON ROD
SMN = SET MAGNETIC NAIL (CONTROL CORNER)
SPK = SET PARKER-KALON NAIL (CONTROL CORNER)
q = CENTERLINE
IWMI WATER METER
= TELEPHONE PEDESTAL
GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET )
1 inch = 20 ft.
DATE: NOVEMBER 24, 2008
DRAWN BY: J. HF—L-MS
FIELD BOOK: IND , PAGE: 7
COMPUTER: WS 6 PROJ/020322PP K.dwg
PROJECT NUMBER: 020322TL
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