SW8960319_Approved Plans_20140606

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Note:
This drawing was prepared from a composite of data
taken from building plans,1997 site plan, 2005 site
location work, and Onslow County G.I.S. 2012 aerial
photography.
t.
. fuilding-- 4;
Y
792 s,f.F ,-
Overhang
+ Parch
s k
293 s,f.
�y "r
Vt
Walk
10C s.f.
•. V!
Parking
5,698 s.f,
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APPROVED'
NORTH CAROLINA ENVIRONMENTAI
MANAGEMENT COMMISSION
06 --'71N - 2U/ 4
Total B.U.A.=
8,229± s.f.
FT 1%
Al"Ma� r L
.P .� .�
BY.-
UN�2pQ
SEAL 's
�.� L-2480
V • ft
•
FIELD BOOK: WA
DISK NAME: Acad #2010
FILENAME: Capersiwd.dwg
JOB NO.: 5110424.5790
BuiltUpon Area Estimates
CAPE ISLAND
POOL & CLUBHOUSE AREA
Stump sound Twp., Onslow Co., North Carolina
For, C&M Investments
3211 Riverside Drive
Danville, Virginia 24541
[phone]
DATE: 04/29/14 O RAPHIC SCALE:1"=40' 40 so
SCALE: 111=40' FEET
�aanr�er�&_ �soc ! Inc ia
P.& Has M — H1561-6W0
i166 Haw Hel/{a Hfasat — IN"
TTS PYoae QO { NuMbEn0 arC6-1N1

1 L..�
4"
�L Aw-
Note:
4
.--Walk --Walk 100 f.
0 IDO S'f.
c'
hot
33. V 21
hti
S�
This drawing was preparedif rom a composite of data
taken from building plans, 1997 site plan, 2005 site
location work, and Or County G.I.S. 2012 aerial
photography.
792
.Overhany
+ Porch=
293 !;,f
44
Ift ­ dw
P
Parking
50698 s:'.
CA
.4
SEAL
L­2480 gj
Po
qV
sea
"-.6 8wri
DISC NAM.: lams x'f2010
FWZ",'Z-
JTCMMO.I SHM11"UM
-T"ff Total R.UAz
ECEIVE
APR 2 9 2014
BY: - -% f? (a 0�3
CAFT ISLAND
1`00L & CLUB14, 01 JM AR3�A
Slump Send Twp., Orulow Co., Noren Umlins
FOM CBOT lnvest7mLe
3211 NVO-Ade brim
bswPiz, VVft 24041
6ATE: 04/29/14 SCAL8 ?M9.3'
0 40 go
5,C-ALE: P-40., FEET
Parker & VAssociaUes.�C.
--Quhw ENO-- load IM162ft
VAL Am &M — �-i

.-,
..4
v
di
L
ru
X
I—
EXISTING ROAD
R/W
CONSTRUCTION
ENTRANCE
PROFILE
50' MIN.
LENGTH
R/W
12' MIN.'
(SEE NOTE)
PLAN VIEW
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
1.. Stone size — Use MSHA size Na 2 (2-1/2" to 1") or AASHT4
designation M43. size No. 2 ( 2-1/2" to 1-1/2"). Use
crushed stone.
2. Length — As effective, but not less than 50 feet,
3. Thickness — Not less than six (6) inches.
4. Width — Not less than full width of all points of
Ingress or fec�ps. Minimum of 12'.
5. Washing -When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right-of-
way. When washing is "Iced, it sholl be dons on on
area stabilized with crushed stone which drains Into an
approved sediment trap or sediment basin. All sediment
shy be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, grovel, boards
or other approved methods.
6. Maintenance — The entrance sholl be maintained In a
condition which will prevent tracking or flowing of
sediment onto public rights —of —way. This may reWlre
periodic top dressing with additional stone as conditions
demand and repair and/or deonout of any measures used to
trap sediment. All sediment, spilled, chopped. washed or
tracked onto public rights —of —way must be removed
Immediately.
&" ^An^
vv..+. rw c v wvvrrwG _
QRAVEL DRIVE ANQN _ PARKING QE Aft
NOT TO SCALE
SLOPE SLOPE
LENGTH
100
(171,1
2 TO 5%
75
5 TO 10%
50
10 TO 20%
25
>20%
15
REE- EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL, D.N.R.C.D. 1988.
—'-'
MINIMUM 2" x 2" x 48"
WOODEN POSTS OR OTHER
APPROVED MATERIAL
NOTE:. BURLAP SHALLo�'fik
NOT BE USED. �b>,
Abe
-------
WELDED WIRE MESH
1 •
DIRECTION of
RUN OFF FLOW WOODEN POST
WELDED WIRE MESH ------
BACKFiLL
EROSION & SILTATION
`*
CONTROL FABRIC
GROUND LINE
i ' •''•�'�
]FOR
24" MIN.
12" �� %�,:
EXTRA DEPTH REQUIRED
NON -STABLE SOILS
SECTION VIEW
DTICAL`INSIA".1]0 QE
SILT
FEN!QE
NOT TO SCALE
FIELD BOOK:
DISK NAME:
FILENAME: CAPECHSE.DWG CAS
JOB NO.:
SEND: N.C. N WY 172 �.,.-
(J, - HANDICAPPED PARKING
2 - LOT NUMBER
- CENTERLINE Z
-- -- -- -- - CONTOUR LiNE
2
- WETLANDS LINE INTRACOASTAL WATERWAY
x - SiLT FENCE N
O
- WOODSLINE
- PROPOSED SPOT ELEVATION
X CAPE
ISLANr,
1.5 MILES CLUE?
NC.S.R. 1565
oY
EMERALD" DUNES
DUNES VILLA
CAPRIANI
VICINITY SKETCH
NOT TO SCALE
EROSION SE21MCNTATION' C W.TR TL ,
1.GENERAL
A. No work shot( take place in areas identified as
404 Wetlands.'
B. See ptans prepared by Michael Ross Kersting
Architecture, P.A. for Club House details.
2. CONSTRLICTIIXI SEQLEICE,
A. Notify Engineer and owner prior to beginning construct ,
B. Install stabilized construction entrance.
C. Clear and grub to new woods tine.
D. Instatt site fence at perimeter of project area.
E. Construct gravet parking area.
F. Construct clubhouse building and decks.
G. Seed, fertilize, and mulch ate disturbed areas within ?r;
days of completing the grading work.
3. SEEDING SPECIFICATIMIS,
Apply time and fertilizer and work into seed bed. Seed
mixture shot( be distributed uniformly and covered with
a clean straw mulch. Vhere slopes exceed 4%, asphalt
tack shatt be applied. Material and application rates o5
foe tow -
MATERIAL APPLICATION RATE
Lime 1000 LBS./AC.
Fertitizer(I0-10-10) 800 LBS./AC.
'Rebel' Fescue 100 LBS./AC.
Common Bermuda
(Unhutted Sept. 1 April 1) 25 LBS,/AC.
Mulch 1.5 TONS/AC.
4. Contractor is responsible for maintaining ate erosion
control measures and shalt amend measures as required
to prevent accelerated erosion from tanking place on this
site.
0,,0w«*ss4
° ;` C06t
,,..:�..
C3- P
25
STUMP SOUND TWP.,ONSLOW CO., NORTH CAROLiNA
rrirrrr,r.+•rrrr. ,rrrrnrrr.rrr m.....,..._
ISLAND DEVELOPMENT GfROU#F--%-, INC.
P.O, BOX 13413
CONWAY,' SWTH CAROLINA 29526
DATA 2 - 25 - g-i GRAPHIC SCALE 1 "=20'
0 10 20 40 h 0
SCALE: P = 20l
FEE I
Parker & Associates, Inc. ng HDrJ7_1
ConoW eery Land Su �n�in. - � -Land Planners .:�-�-•
P.O. Box 976 - JacknonvWs. Nast CaroUna - 28541-0976
Phone [phone] — Fax [phone]

NGTH I
TANGENT
CHORD f
BEARING
DELTA
1 12
.45
19.52
38.16
N
3117 29
W
24'28 39
29
1 .03W
&09'
9.56
N
6523 05
W
43.42 34
7.15
63.17
N
55'28 41
W
63'31 22
;a.I'
N
31 39 w
W
15*1917
95.00
IS "W
18.14
35.65
N
28*1 330
W
21.37 35
15.73'
7.qiw
i .68
N
09'54 08
W
15,01 09
. 4
24.71 w
4 .66
N
1 •44 4
W
30.42 7
15.1
109.1 i
13.66
N
78-30 00
E
23'28 55
9 1
al8.7
109.50
218.66
N
63'35 Ofl
E
06'20 48
10
1
66.16
130.31
N
50'24 25
20'00 39
11 335.0ow
1 7.1
96.06
184,67
N
56.24 05
E
31 "59 59
12 4 .
00.90
102.15
199.24
N
59'36 40
E
25'34 47
1 47
119.63
3. 1
N
60'57
E
28'16 i 9
4 5-W
73-42w
36.8
73.31
S
69'37 45
W
10'55 34
1
74.10
140.25
271.00
N
79'07 22
E
29'S4 49
ATLANTIC INTRACOASTAL WATERWAY
6 �
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CANAL
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tp N> 95.19'
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1 '30' 00" E
Z 70.44`
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52ECIAL, NQTE: THE NORTH TOPSAIL BEACH
FIRE DEPARTMENT HAS UNRESTRICTED ACCESS TO
USE OF BOAT RAMP AREA.
RECREATION
AREA
MEAN HIGH
WATER LINE
BOAT RAM
S
, h
144
1p
ti
51 �• SEE SHEET IQ,
�60 `��• >s 48 a 4r \� FOR RECREATION AREA
DETAILS
47
6.
`• s
O 15 �G O�Oi, 46 i S fi, L _ 7 5.06' \6_ -a
o
+► WETLAND `�/ 45 1-- S51, L�1 N P.T. L3271.73��
1 s1 __
t •, / 44 �, 0 g2 R` 15 ° 2 .26. S 83'52' 37" W
O z
v L 5
4' ��'- a .�,8 5A62 G C 8 i S 33'00'23 W
•435.2 �
,�ECIIi�„ N0 A PUBLIC ACCESS EASEMENT FOR 11' `:', bi. u�. �I• p>' �311, 1 ,Sg+ E \/ \ <% ��. �96 �yyo' • M S 0
ALLIGATOR BAY / �' a g 34 .p9 \ �► a� �� 0S p 53
PEDESTRIAN USE ONLY IS RESERVED ALONG CAPE L.ANE •
AND SA ILViEW DRIVE, BEGINNING AT NCSR 1568 AND � 00 '� cs. � � �; 1 � .�� 29� �� �y 6�` < <� \ \ �p fit• �- t <�� Z4 � � S 00'04'20" E
EXTENDING TO THE PUBLIC ACCESS EASEMENT �/ 10 �>• i L"31 � 4.95 < �t � \ \ �� 1 "Q ��9' �D 23.99'
BETWEEN LOTS 32 k 33. `� O> 6
") ; � 631, R�' 1p ` < <`, ."'v+ � �.,. \ �\ 6NR
O• / y1 v 36 M U � \ EM
0. 3
z s `'•a �i \ 'ue �38 >
/ a o \ �► % �- 60 _ \� ` .'.� ate. o CAROLINA TELEPHONE
COMMUNITY PIER �. / .� �• y \ �•r,, \
AND GAZEBO � °>- �` �hh 4 .� �� �� \ \ \ °. m & TELEGRAPH COMPANY
s s O 37 "� �, <\\ \ .aO \ �.; 3 . D.B. 979 PG. 4
top d� / ,.� o r 36 �; �5 Lf1 ¢.�C• spa• \ s. \< \ M.B. lk PG. 21
p�� ��G ��'' >S. �f g6' G \ so \ f \ w M.C. YOPP HEIRS PROPERTY
,o Q 0 N� 3 \ \ 2.65 `r� `s. 63 P R / Y\ \ `�� T ` �! \ \ �>O
N
35 i �. R ,,, w `� i o
O� i ' ���\ V o v i \ ��. "ps
a , 20 V •
34BIR ,,
( ON •� r't, r'os- CANAL. 51' ZONE AG7
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\ o , tip • < �` a �>• s- 3 \ j L_q VE • AA I
o �. �. s \ - EL. 7
a
EARTHEN BERM s ° ., 3 �o h Q 9`i- ,v OO g A \
T AT �+ V /y`ti h`? g1 • �� S-To �. \ 0 .y \ `I5 s SIP
CONSTRUCT �• - D �. h S s• , 'l. \ NDS , Ip
6 ti s, O \ / ,� 5 51 LINE 14 r
EXISTING WOOOSLINE5. / 25.4t' 32 \\ / �` 2 �' , .,100oI
1 1• �''6 -
'�,,,,,"• , �, i a� >O. ar. 31 9 �' t \ _ �s �►. csS \ 4 .68 S 0 0 0 8 4 5 E
1 \ \ �s OI g'L - -o
b s
o >, ei `'� 3z �,��` �,'� . .� ti � \ .E ` ti -- �1e 233.16
® a �� o. 30 ��, gc�. G .5 ` \ �• 79'S7 22 IP
�. "'�►� 50
r, b'. r'.� >• gpo \ \ os°s• h�' p <" e a'> O'er WY Y DUNES
79
'� �-'� °>. > �" 29 � � � � �� y o>. � ,�e, o`O � EIP EIP � sr
a \ P
EIP �. ,,�6 \ s ��.� ;,,.0 + `� ISLAND DEVELOPMENT
� M.B. �.2.. G. .41
b'• ti. Vaa, °> `� `� a 28 � 10!`� �. \ ,I 8 \ \ l �b �"' k°� ��77-06'�l i � '' - GROUP, iNC. Ip -5 ZONE
..� _ 4 / �� P , \ a, N 45 46 16 E 5 �, 1 E
ai, �• . _ 27 a>. -� g 33 &0 / \ \ �a o� 18.90' /i D.B. 11 4, PG. $3 '
O> � i 0 50 �, , \ 2 \ 'Q R-5 ZONE
24 26 �,' . L�� "`40'� , /'13�, \ \ �10
k\ a-' ��P c►�-S� `'� - ; �1 �, s
...�- 23 �. III $10 / 6e , \ \ , o w EX. AXLE
25 ` GVR / �41- ,9 '\ `�,. `�'�0 1,0 �,�"rt 6 �9 �� ' ,, ``f\u5 �' J `�` t N 43'31'48" s
22 f►. / ��, 611� �1 \ Off• �► ti \ \>` J�c�4,�' 11 C"s t'� , r 16.97 ,f
• ,� �.. - ; gg 15 C �,1 � \ \ O> `� `Tv'. \ Er 15 '� oS�� e 5 4,
�' �,►• r,-. g5 E P •
N�
J -- �' .�5 3 3• 10 \ \ �` TLANDS o�4 pj0) w� __-� E N
66 3 a WE EIP EX. AXLE
i ' L 23.41� E- f$ L:1 0 P t $ LINE 711 �,
•/ 7. 4.41 L r
33 13 .o . �1 ,}
21 g1 ?� 12 3 ,2-' �; 12 \ ,� Aa �°` EIP EXIST.
t
,.
•�p� / P.C. VE 8 �3�3i �� �" 14 l � 11 \\ \ '�' �'`k� DATH \ S � � • ! s• " ' 7 ,
56.41'00 E91 -J 91 L'" 100• / \ \�cr,88.75 Lw92 (ID ,. p .EIP r �N _
�,
1!l1.18' r .__. �..� 22.27� ..,.. _' _' �` ` 16 _., y-- � 'res' \\ \� 'L � +�• EI ' .� 1 -'"... - r 6
•• r' iI� QQ Z s
L a N i 7 ` i PRM �''o r� °" h .'� ..= " r 9 ' ' FLOOD ZONE LINE
Win • \ � � � \ �►� � J, � c'a, a,• � EXIST. � - � � r
24 9 18 _ �• > s. s "� s DRIVE r o -
cv �'+ , c3`. a s. \ 2.21
N. / > > > -
�\4 c�` o. �. \ EIP"' F r _ \
0. 12
IS it3 •�Q►
". , \ OD �_ 0 EIP `'
II i
TRACT DATA
TOTAL ACREAGE -
NUMBER OF LOTS -
CURRENT USE
EXISTING ZONE -
SMALLEST LOT -
PAVEMENT WIDTH -
ACREAGE IN PARKS & -
RECREATION AREAS &
OTHER NON-RESIDENTIAL
USES
L.F. STREET - MiNiMUM HIGH GROUND -
PER LOT
LOT WITH LEAST -
HIGH GROUND
49.Of AC.
61
UNDEVELOPED
CU - R8
20,066.51 (LOT 47)
20'
0.6f AC
3,105 LF
15,000 S.F.
LOT 46 (15,076 S.F.)
1. PURCHASERS ATTENTION iS CALLED TO THE
LOCATION OF CAMA SETBACK LINES, AND ARE
ENCOURAGED, WHERE PRACTICAL, TO LOCATE
ST )Cr RES AT A GREATER D'oST a' KE FROM
THE ATLANTIC OCEAN.
2. FLOOD ZONE INFORMATION TAKEN FROM
F.I.R.M. PANELS: CPN 370466 0004 A
(NORTH TOPSAIL BEACH)
(EFFECTIVE DATE NOVEMOM 4, 1992)
ALL LOTS ARE IN FLOOD ZONE AS (EL 7)
3. TOPOGRAPHIC SURVEY DATED COMPILED FROM
ACTUAL PARKER do ASSOCIATES TOPOGRAPHIC SURVEY
CONDUCTED THROUGH DECEMBER. 1993.
4. THiS DEVELOPMENT IS LOCATED WITHIN AN AREA
SUBJECT TO RESTRICTIONS BY THE COASTAL
BARRIERS RESOURCES ACT (CBRA) AND IS NOT
ENTITLED TO FEDERAL FLOOD INSURANCE ASSISTANCE.
5. TELEPHONE AND ELECTRICAL LINES EXIST ALONG
N.C.S.R. 1568 AND N.C. 210.
6. ALL STREETS TO BE PRIVATE.
7. ALL EASEMENTS ARE 20' DRAINAGE & UTILITY EASEMENTS
UNLESS OTHERiMSE NOTED.
404 MILAND5 CAUDON
PROSPECTIVE BUYERS ARE CAUTIONED THAT
PORTIONS OF THE LOTS SHOWN ON THIS PLAT
ARE RESTRICTED IN USE BY THE JURiSDICTION
OF THE UNITED STATES ARMY CORPS OF
ENGINEERS' 404 WETLANDS REGULATIONS.
INDIVIDUAL LOT REVIEWS ARE ENCOURAGED.
VERIFICATION OF LOCATION AND RESTRICTIONS
SHOULD BE MADE PRIOR TO INDIVIDUAL LOT
DEVELOPMENT.
NOTE:
PROPERTY LYING BEYOND STREETS RIGHTS--OF-WAY
AND WITHIN BOUNDS OF SIGHT TRIANGLES SHALL
REMAIN AS PROPERTY OF HOMEOWNERS, BUT SHALL
HAVE NO TALL SHRUBBERY, BUILDINGS OR FENCES
WHICH VALL RESTRICT DRIVERS VISION.
VILLA CAPRIANI .
S 85'42'24" W\ _ NAL h PHASE I 2 4__U
MASON CREEK 71.2s > MEAN GH C YP . >
• 3 a� WYNDY DUNES
D.B. 1009, PG. 144 (OEn
'�'�* WATER INE .►EXHIBIT B" '\� a� so. M.B. � PG. 41 CONSULTING ENIGINEE
o ,� ��• `.O, R- 5 ZONE P. 0. Box 9.76PACKS
a I
k� 19 ,�a w, c� Q S 60'14' 50" W PRELIMINARY PLAT
1, a� N i6 24 V1 N 79.30 \v
` 10.00'
1q' 6%fD 1 j6.32, W •30 �'1, 149.93� W EIP �'. S 60'21'29" W
68 22 a► lr. OCEAN ACCESS
45.04
c7 S 9$ N i PARKING AREACAPE ISLAND
---- -- 15 1
\ , ' 16 . ISLAND DEVELOPMENT EIP `'`'-- STUMP SOUND TWP. ONSLOW CO., NORTH CAROLINA
17 , r GROUP, INC.
D.B. 1194, PG. 2$
TO BE
R-5 ZONE MAINTAINED BYTE* THEREETS THE CAPE ISLAND OMEOWNERSIN THIS PROJECT AREVATE ASSOCIATION, INC. ISLAND DEVELOPMENT GROUP, INC.
PUBLIC SERVICE AND SAFETY AGENCIES HAVE RIGHTS OF ACCESS .
SEA DUNES WYNDY DUNES ON THE PRIVATE STREETS IN THIS DEVELOPMENT, ARE HELD P.O. BOX 949
M.B. U, PG. � HARMLESS FROM ANY CLAIMS FOR DAMAGE RESULTING FROM CONWAY, SOUTH CAROLiNA 29526
VILLAGE NORMAL USE TO PROVIDE PUBLIC SERVICES, AND MAY
M.B. M PG. 122 R-5 ZONE DISCONTINUE SERVICES UNLESS STREETS AND DRIVES ARE
N f
,
REV. 05/10/96-WRF-LABELED BERM, MOVED CANAL OUT OF CAPE LANE
REV. 03/03/96-KHW-MOVED ENTRANCE ROAD
ADEQUATELY MAINTAINED. DATE: 2 -" 2 2 -- 9 6 SZES8031"l 2�AL� 1, =100
0 50 100 200 300
SCALE: 1 "=100'
FEET
Parker & Associates, Inc.
DISK NAME: A C A D 2 5 9 C ConsulUnd Sn alneers -- Land Surveyors -- Land Plain nerlr
FILENAME: C APEPPL T. D WG ZLF /K H w P.O. Box 976 - Jacluonville, North Carolina - 28641-6976
JOB NO.: C940719-G16368 SHEET 1 OF 10 Phone (910) 466-"14 - IP (910) 4U-i1441

EXISTING ROAD
R/W
CONSTRUCTION
ENTRANCE
PROFILE
R/W
PLAN VIEW
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
ConSfion Sosciticatio�s
1. Stone size — Use MSHA size No. 2 (2-1/2" to 1") or AASHTO
designation M43, size No. 2 ( 2-1/2" to 1-1/2"). Use
crushed stone.
2. Length — As effective, but not less than 50 feet.
3. Thickness — Not leas than six (6) inches.
4. Width — Not less than full width of all points of
Ingress or egress. Minimum of 12'.
5. Washing — When necessary, wheels shall be cleaned to
remove se lament prior to entrance onto public right—of—
way. When washing is required, it shall be done on an
area stabilized with crushed stone which drains into an
approved sed'mrent trap or sediment basin. All sediment
shad be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods.
6. Maintenance — The entrance shall be maintained in a
condition which will prevent tracking or flowing of
sediment onto public rights —of —way. This may require
periodic top dressing with additional stone as conditions
demand and repair and/or cleanout of any measures used to
trap sediment. All sediment, spilled, dropped, washed or
tracked onto public rights —of —way must be removed
immediately.
6" CABC
COMPACTED SUBGRADE
wml allov l
NOT TO SCALE
SLOPE SLOPE LENGIt�.I;EL1
<2% 100
2 TO 579 75
5 TO 10% 50
10 TO 207* 25
>20% 15
BEE-, EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL, D.N.R.C.D. 1988.
NOTE: BURLAP SHALL
NOT BE USED.
-.11 'At'
DIRECTION OF.
RUN OFF FLOW WOODEN POST
WELDED WIRE MESH
BACKFILL —1
EROSION & SILTATION
CONTROL FABRIC llt7,� \
LEGEND:
- HANDICAPPED PARKING
2
- LOT NUMBER
--
- CENTERLINE
--� ---- -- --� �--- ----
- CONTOUR LINE
•
- WETLANDS LINE
x
- SILT FENCE
— WOoosUNE
x ®
-- PROPOSED SPOT ELEVATION
MINIMUM 2" x 2" x 48"
WOODEN POSTS OR OTHER
APPROVED MATERIAL
WELDED WIRE MESH
-GROUND LINE
24' MIN.
EXTRA DEPTH REQUIRED
FOR NON -STABLE SOILS
SECTION VIEW
TY IC'A�,. IN TA 1 TION OF -SILT. -FENCE
NOT TO SCALE
FIELD BOOK:
DISK NAME:
FILENAME: CAPECHSE.DWG
JOB NO.:
CAS
N.C. HWY 172
I/
INTRACOASTAL WATERWAY
CAPE
ISLAND
1.5 MILES CLUB HOUSE
N.GS.R. 1568 DY
EMERALD DUNES
DUNES LLq
CAPRIANI
VICINITY SKETCH
NOT TO SCALE
T
1. GENERAL
A. No work shall take place in areas identified as
404 Wetlands.'
B. See plans prepared by Michael Ross Kersting
Architecture,',P.A. for Club House details.
2. CONSTRUCTION SEQUENCE,
A. Notify Engineer and owner prior to beginning construction.
B. Install stabilized construction entrance.
C. Clear and grub to new woods line.
D. Install sitt fence at perimeter of project area.
E. Construct gravel parking area.
F. Construct club house building and decks.
G. Seed, fertilize, and mulch at( disturbed areas within 30
days of completing the grading work.
3. SEEDING SPECIFICATIONS:
Apply time and fertilizer and work into seed bed. Seed
mixture shalt be distributed uniformly and covered with
a clean straw mutch. Where slopes exceed 4X, asphalt
tack shall be applied. Material and application rates as
f o t low -
MATERIAL APPLICATION RATE
Lime 1000 LBS./AC.
Fertilizer(20-10-10) 800 LBS./AC.
"Rebel" Fescue 100 LBS./AC.
Common Bermuda
(Unhutled Sept. 1 - April 1) 25 LBS./AC.
Mulch 1.5 TONS/AC.
4. Contractor is responsible for maintaining all erosion
control measures and shalt amend measures as required
to prevent accelerated erosion from taking place on this
site.
ILm-
G f3
tow
..
BY
NOTE: BASE SITE PLAN LAYOUT TAKEN FROM PLAN PREPARED BY
MICHAEL ROSS KERS nNG ARCHITECTURE, P.A. DATED JUNE 20, 1996.
RIN
PAMER & ASSOCIATES INC
CONSULTING ENGINEERS LAND SURVEYORS LAND
CLUB HOUSE SITE PLAN
CE I 5L ND
STUMP SOUND TWP., ONSLOW CO., NORTH CAROLINA
ISLAND DEVELOPMENT GR:'('-D01U1=.*INC.
F.O. 5OX c3413
CONWAY SOUTH CAROLINA 29526
DATE: 2-2E_gl GRAPHIC SCALE: 1"=20'
0 10 20 40 60
SCALE: ill =20l FEET
Parker & Associates, Inc.
Consulting Engineers - Land Surveyors - Lund Planners
P.O. Box 978 - Jacksonville, North Carolina - 28541-0976
Phone [phone] -- Fax [phone]"1

LO
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--- CAPE
SEC
MB 32
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PROSPECTIVE BUYERS ARE CAUTIONED THAT A PORTION
OF THE LOT SHOWN ON THIS PLAT IS RESTRICTED
IN USE BY THE JURISDICTION OF THE UNITED STATES
ARMY CORPS OF ENGINEERS 404 WETLANDS REGULATIONS.
INDIVIDUAL REVIEW IS ENCOURAGED. VERIFICATION
OF LOCATION AND RESTRICTIONS SHOULD BE MADE PRIOR
TO LOT DEVELOPMENT.
ESER VE
B W R
----- CAPE I ND
�Q T' SEC ON
MB PG 17
EXISTING 20DRAINAGE--
& UTILITY EASEMEN�
i
CLUB HOUSE
AREA
CAPE ISLAND
SECTION I
S 03.46'20" E
4.4 C?1
CURVE
DATA
CURVE
RADIUS
LENGTH
TANGENT
CHORD
I
BEARING
=
DELTA
1
53, 50'
22. 86'
11. 60'
22, 68'
S
31*
17'
29'
E
24'
28' 39'
2
55. 00'
39, 03'
20. 38'
38. 22'
S
63°
51'
40'
E
40"
39' 43'
3
85,000
89, 72'
49, 55'
85, 61'
S
53°
57'
16'
E
60"
28' 31'
4
165. 00'
44, 12'
22, 19,
43. 99'
S
31"
22'
39'
E
15°
19' 17'
5
20. 00,
31. 42'
20. 00,
28, 28'
'S
25°
56'
51'
W.
90*
00' 00'
a
SERV D
BY ER
CAPE ND -
S TION
�y MB 5 PG L
1
t
j CANAL
-�- (TYPICAL)
'--4IPF
S 23°43'01" E
5.87'
E)(1
('A r) S
IL
Pre° ISF /
i
O
0
ISF
VILLA CAPRIANI �� ♦ \
1 D.B. 1009, PG. 144
\ "EXHIBIT B"
)
N 28°47' 58" W
W 2a
33.94' ISF •�3'�2) 19°G��9'
S 0., 34 /p•5
ACCESS,
LANDSCAPING &
MAINTAINANCE
4
EASEMENT D Jp �' S 1 � Ar t5,4, 3 y
A CAPRIANI HOA '' S
VILLA
1 TO ISLAND DEVELOPMENT ''(� /� ��
\ GROUP INC.
\ N�
,�
N2. ram'
1. IRON STAKES SET AT ALL LOT CORNERS UNLESS OTHERWISE NOTED {
AS OF SURVEY DATES. '
2. ALL DISTANCES ARE HORIZONTAL GROUND, UNLESS OTHERWISE NOTED. / t __
3. ALL AREAS ARE CALCULATED BY COORDINATES. /
4. FLOOD ZONE INFORMATION TAKEN FROM F.I.R.M. PANELS PRELIMINARY STUDY:
CPN 370466 0003B & CPN 370466 0002B (NORTH TOPSAIL BEACH) (EFFECTIVE —
DECEMBER 13, 1996). FLOOD ZONES ARE SHOWN AS OF PLAT DATE AND
ARE SUBJECT TO CHANGE. VERIFY PRIOR TO BUILDING.
5. THIS DEVELOPMENT IS LOCATED WITHIN AN AREA
SUBJECT TO RESTRICTIONS BY THE COASTAL
BARRIERS RESOURCES ACT (CBRA) AND IS NOT
ENTITLED TO FEDERAL FLOOD INSURANCE ASSISTANCE.
6. PROPERTY LYING BEYOND STREETS RIGHTS —OF —WAY AND WITHIN BOUNDS
OF SIGHT TRIANGLES SHALL REMAIN AS PROPERTY OF HOMEOWNERS, BUT
SHALL HAVE NO TALL SHRUBBERY, BUILDINGS OR FENCES WHICH WILL
RESTRICT DRIVERS VISION.
ISLAND DEVELOPMENT
GROUP, LLC
D.B. 1 64, PG. 711
LEGEND
IPF
— IRON PIPE FOUND
PKF
— PK NAIL FOUND
R/W
— RIGHT—OF—WAY
— CURVE NUMBER
PC
— POINT OF CURVATURE
PT
— POINT OF TANGENCY
PRC
— POINT OF REVERSE CURVATURE
«— --- -- --
--— WETLANDS LINE
ST
— 10'X70' SIGHT TRIANGLE
ISF
— IRON STAKE FOUND
CPT
— COMPUTED POINT
ISS
— IRON STAKE SET
S 27.24'28" E
23,41'
9� pciiiiiii
atf,-,( ;
.00' #-*ro
00, ,p
10' N.C.D.O.T. /
EASEMENT
ul ) fJ
S 07 53 26 E
G - 38.74'
(31.61' Tpi"C")zo
5.-�100,
�w
lev
�a
�
�. � 6
N I
FLOOD ZONE LINE 1.20 ACRES (BY COORDINATES)
1 LOT
(TYPICAL) DEED REF,
PORTION OF D.B. 1364, PG. M
D.B. 1194, PG. Al
L0CATC0N UI��RKHET SAP M.B., PG.
22
INDIVIDUAL TRACT AT
ENTRANCE TO CAPE, ISLAND
STUMP SOUND TWP., ONSLOW CO., NORTH CAROLINA
OWNER: C&M INVESTMENTS
3211 RIVERSIDE DRIVE
`DANVILLE, VIRGINIA 24541
[phone]
DATE: 11 /23/05 GRAPHIC SCALE 1"=40'
0 40 80 1
SCALE: 1 "=40' F
Parker & Associates, Inc,
Consulting Engineers — Land Surveyors — Land Planners
P.O. Box 976 - Jacksonvflie, North Caroifna - 28541--0976
Phone [phone] - Fax [phone]

.
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a .
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4
n ROOF f=LwAN
Al
MAIN LEVEL FLOOR PLAN.
mg
MAW �
PRINTED '409, t1-4
CONStiLTINGENGINEERS LAB ;
x
e
MICHAEL ROSS KERSTING
AIIbCiHII'IC'WTUR104 P.A.
(910) 350--0853
GAPE I SLANP
Stump Sound Township
North Topsoil Beach
On5low ount
Forth Carolina, U.5.A. r
Drawing Title:
Main Love 4 Roof Flan �
Date:
CAD File:6APE\GLU8HOU5\FLPI_Al
Sheet Number:
' I
I

N.C. HWY 172
EXISTING ROAD
R/W R/W
50' MIN.
LENGTH
CONSTRUCTION
ENTRANCE
PROFILE
lt�"Miiy l
(SEE NOTE)
PLAN VIEW
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
Construction Specifications
1. Stone size - Use MSHA size No. 2 (2-1/2" to 1") or AASHTO
designation M43, size No. 2 ( 2-1/2' to 1-1/2"). Use
crushed stone.
2. Length - As effective, but not less than 50 feet.
3. Thickness - Not less than six (6) Inches.
4. Width - Not less than fufl width of all points of
ingress or ogress. Minimum of 12'.
5. Washing - Nifien necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right-of-
way. When washing is required, it shall be done on on
area stabilized with crushed stone which drains Into on
approved sediment trap or sediment basin. All sedirrnent
shill be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel. boards
or other approved methods.
6. Maintenance - The entrance shill be maintained in a
condition which will prevent tracking or flowing of
sediment onto public rights -of -way. This may require
periodic top dressing with odditiorl stone as conditions
demand and repair and/or cleonout of any measures used to
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rights -of -way must be removed
Immediately.
6" CABC
00 00
' CON;PACTrE^u SUBGRADE
s
GRAVEL DRIVE AND PARKING DETAIL
NOT TO SCALE
SLOPE LOPE
<2%
LENGTH (FT.)
100
2 TO 5X
75
5 TO 10X
50
10 TO 20X
25
>20%
15
REF: EROSION AND SEDIMENT CONTROL PLANNING
- AND DESIGN MANUAL, D.N.R.C.D. 1988.
MINIMUM 2" x 2" x 48"
WOODEN POSTS OR OTHER
APPROVED MATERIAL
NQTE.. BURLAP SHALL k
r
NOT BE USED. ,ob oT b�
�00
'b
bS
----
WELDED WIRE MESH
J. 4
DIRECTION OF
RUN OFF FLOW WOODEN POST
WELDED WARE MESH
BACKFILL
EROSION & SILTATION
CONTROL FABRIC
GROUND LINE
,..;
24" MIN.
12"
EXTRA DEPTH REQUIRED
FOR NON -STABLE SOILS
r,
Cn
SECTION ViEW
TYPICAL, INSTALLATION OF
SILT
FENCE
Ln
NOT TO SCALE
LO
VILLA CAPRIANI�
PHASE I
I
CAPE ISLAND
i
f
r
ISLAND DEVELOPMENT
GROUP, INC.
FIELD BOOK:
DISK NAME:
FILENAME: CAPECHSE.DWG CAS
JOB NO..
LEGEND:
- HANDICAPPED PARKING
CD
- LOT NUMBER
-- -----
- CENTERLINE
- CONTOUR LiNE
--
- WETLANDS LINE
x
- SILT FENCE
- WOODSLINE
x
- PROPOSED SPOT ELEVATION
Z'.o CA of
CO
SE�L_
25\
rA/
Z
n
2
~ iNTRACOASTAL WATERWAY
N
1 A� A
��
'_'CLUB HOUSE
.:
. r
DUNESEMERALD
DUNES LLA
CAPRIANI
VICINITY SKETCH
NOT i SCALE
EROSION AND SEDIMENTATION CONTROL NOTESt
1. GENERAL...
A. No work shalt take place in areas identified as
404 Wetlands,
B. See plans prepared by Michael Ross Kersting
Architecture, P.A. for Club House datalls.
2. CONSTRUCTION SEQMNCEt
A. Notify Engineer and owner prior to beginning Construction.
B. Install stabilized construction entrance.
C. Clear and grub to new woods tine.
D. Instatt sift fence at perimeter of project area.
E. Construct gravel parking area.
F. Construct club 'house building and decks.
G. Seed, fertilize, and mulch at( disturbed areas within 30
days of corer l et i ng the grading work.
3. SEEDING SPECIFICATIONNS,
Apply time and fertilizer and work into seed bed. Seed
mixture shalt be distributed uniformly and covered with
a clean straw mulch. Where slopes exceed 4Z, asphalt
tack shalt be applied. Material and application rates as
follow -
MATERIAL APPLICATION RATE
Line 1000 LBS./AC.
FertItIzer(10-10-10) 800 LBS./AC.
'Rebel' Fescue 100 LBS./AC.
Common Bermuda
(Unhutted Sept. 1 - April 1) 25 LBS./AC.
Mulch 1.5 TONS/AC.
4. Contractor is responsible for maintaining at( erosion
control rleasures and shall amend measures as required
to prevent accelerated erosion from taking place on this
site.
NOTE: BASE SITE PUN LAYOUT TAKEN FROM PLAN PREPARED BY
MICHAEL ROSS KERSTING ARCHITECTURE. P.A. DATED JUNE 20, 1"6.
PRINTED_Q�����
PARIKER & ASSOCZATES ZNC
C0XqSULTWG ENGINEERS LAND SURVEYORS 9
. 0. BOX 976 JACKSONVI= 14C 2-58541-09765
CLUE3 HOUSE SITE FLAN
C E I 5L ND
STUMP SOUND TWP.,ONSLOW CO., NORTH CAROLINA.
ISLAND DEVELOPMENT INC.
000"k
to-O.O. eOX cb4lb
CONWAY,' SOUTH CAROLINA 29526
,� 2 - SERAPHIC SCALE: 1 "=20'
D E 2��" - g� 0 10 20 40 60
SCALE: P = 20' FEET
Parker & Associates, Inc.
conswung alone n "' Land Survvyvmw "-
F.O. Box 9" — JacksonvMe, North CAI VUM ". 1-0
Phone [phone] — Fax [phone] .,
a- __ , ---
C_

CURVE
1
RADIUS I
90.00'
LENGTH
38.45
TANGENT
19.52'
CHORD
3.16'
"
N
BEARING
31'17'29 ' W
DELTA
24'28'39"
2
80.00'
61.03'
32.09'
50;56'
N
65'23'05" W
43'4234"
3
60.00'
66.52'
37.15'
6,17'
N
55'28'41" w :
63'31'22"
4
190.00'
50.81
25.56'
50.66
N
31-22 39' --,`W`
15*19'17'
5
95.00'
35.86'
18.14'
3,65'
N
2813'30'° I+V:
21'37'35"
6
60.00'
15.73'
7.91'
1 ,68'
N
09054 08' W`
15'01'09"
7
90.00'
48.24'
24.71'
47.66'
N
17'44'47" W
30042'27"
8
525.00
215.17'
109.11'
213.66'
N
78'30'00 E:
23.28'55
9
1975.00'
218.77'
109.50'
218.66'
N
163'35'09" ,E.
06'20'48"
10
375.00
130.97
66.16 0130.31'
N
,50.24 25 _E,
20'00'39
11
335.00'
187.10'
96.06'
184.67'
N
56'24'05" 1-
31'59'59"
12
450.00'
200.90'
102.15'
199,24'
N
-59'36'40 E
25'34'47"
13
475.00'
234.38'
119.63'
232.01'
N
60'57'22" ,E
28'16'19"
14
385.00
73.42
36.82'
7•31
S 69'37 45 W-,:
10'55 34
15
525.00'
274.10'
140.25'
271.00'
N
79'07'22" El' .
29'54'49"
N.C. H WY 172
z
n
N
INTRACOASTAL WATERWAY
N
SITE
1.5 MILES
N.C.S.R. 1568 LJ "',WrnDY
EMERALD DUNES
DUNES VILLA
CAPRIANI
VICINITY SKETCH
NOT TO SCALE
TRACT DATA
TOTAL ACREAGE -
49.0f AC.
NUMBER OF LOTS -
61
CURRENT USE -
UNDEVELOPED
EXISTING ZONE -
CU - R8
SMALLEST LOT -
20,066.51 (LOT 47)
PAVEMENT WIDTH -
20'
ACREAGE IN PARKS & -
0.6t AC
RECREATION AREAS &
OTHER NON-RESIDENTIAL
USES
L.F. STREET -
3,105 LF
MINIMUM HIGH GROUND -
15,000 S.F.
PER LOT
L0 WITH LEAST -
LOT 46 (15,076 S.F.)
HIGH GROUND
1t RCHASERS ATTENTION IS CALLED TO THE
LOCATION OF CAMA SETBACK LINES, AND ARE
ENCOURAGED, WHERE PRACTICAL, TO LOCATE
STRUCTURES AT A GREATER DISTANCE FROM
THE ATLANTIC OCEAN.
2. FLOOD ZONE INFORMATION TAKEN FROM
F.I.R.M. PANELS: CPN 370466 0004 A
(NORTH TOPSAIL BEACH)
(EFFECTIVE DATE NOVEMBER 4, 1992)
ALL LOTS ARE IN FLOOD ZONE A8 (EL 7)
3. TOPOGRAPHIC SURVEY DATED COMPILED FROM
ACTUAL PARKER & ASSOCIATES TOPOGRAPHIC SURVEY
CONDUCTED THROUGH DECEMBER, 1993.
4. THIS DEVELOPMENT IS LOCATED WITHIN AN AREA,
SUBJECT TO RESTRICTIONS BY THE COASTAL
BARRIERS RESOURCES ACT (CBRA) AND IS NOT
ENTITLED TO FEDERAL FLOOD INSURANCE ASSISTANCE.
5. TELEPHONE AND ELECTRICAL LINES EXIST ALONG
N.C.S.R. 1568 AND N.C. 210.
6. ALL STREETS TO BE PRIVATE.
7. ALL EASEMENTS ARE 20' DRAINAGE & UTILITY EASEMENTS
UNLESS OTHERWISE NOTED.
404 WETLANDS CAUTION
PROSPECTIVE BUYERS ARE CAUTIONED THAT
PORTIONS OF THE LOTS SHOWN ON THIS PLAT
ARE RESTRICTED IN USE BY THE JURISDICTION
OF THE UNITED STATES ARMY CORPS OF
ENGINEERS' 404 WETLANDS REGULATIONS.
P,C,CURVE 8- 11 \ \ .�� E: r- {. , INDIVIDUAL LOT REVIEWS ARE ENCOURAGECJ.
9 4 2 E �,2 l r� NiS -7
f Uj i i� 1 4 t �. A TH \!.. / i ! t
too �. " o t�1Q4A4-�,C`'' : \ r, ,A�.- .... - _ VERIFICATION OF LOCATION AND RESTRICTION';
o M N 86 41 00 E+�� -' a
88.75 L=92 g 1, L -.-- Q 15 / \ \o�i 2� EIP 1 a
�:�: ,.� , �..- _ SHOULD BE MADE PRIOR TO INDIVIDUAL LOT
22.27, _... --' 016 r_ _ Z--� a� \ \ ,,? o El }: 11 - ; DEVELOPMENT.
cp�,,� `} w \ S9. �O / 17 . , - 'Y.•-_ a p. (0 !1) '` ( 9 FLOOD ZONE LINE
EXIST.
20 \ I_-6$ 19'0018 s� ss `ram, �•, w ss. \ -' DRIVE 10
M '• � � Uj _ � \\\ ; � � - PROPERTY LYING BEYOND STREETS RIGHTS--OF-WAY
f cci ! t f` `yr`r -, .y ai �' t� - �. 'o_ \ EIP N _ AND WITHIN BOUNDS OF SIGHT TRIANGLES SHALL
- VV o r, \ �g�,, f -''4 11� \ APPROVED
zD REMAIN AS PROPERTY OF HOMEOWNERS, BUT SHALL
of 82.37 �.: �. \ , O ,
. � � • `• r� p � -- ��,- � N Y, BUILDINGS OR FENCES
.....-- 1 Z ._.. N NORTH CAS UNIA ENVIRONMENTAL
z
�, �,,,,,....... -' _ �- �,, c� o ,P •'� aD WHICH WILLARESTRICT BDRIVERS VISION.
'�c" W 178.5 12 f,gfA. AGE T COMMISSION
Z
5 �, , s� IVENVIRONMENTALANA E LENT AR 181996
S 83 23 58 N 83 42 13 W --•-.. ..� � 3� �' `''_ Ell �
8.69 --•.. ., 4JFI
t !w = NAL h VILLA CAPRIANI `
ti �� 5 �`�
MASON CREEK S 85 4z 24 w �= MEAN IGH ( YP .) �� PHASE 1, ''•.,, WYNDY DUNES PRaJ # 5w�o�I
71.26 r D.B. 1009, PG. 144 E
' WATER INE to B„ ti ss�. M.B. 32, PG. 41 STOP I Ti
t `V
o� moo, R-5 ZONE
�� 8. �g' 4 �0 5 6a� 4'SQ� PRELIMINARY P LSAT
' e�5 , � 7624'3 „36 N 7930' , ' \'' 10.00
.Ig6�� 176 32' w •�4 �2• 149 93' W EIP d'. S 60 21 29 W
1 S 6� g.22 d� c3� OCEAN ACCESS »
45.04'
58 9 PARKING AREA
CAPE ISLAND
-----15 � EIP
- r /16 i ISLAND DEVELOPMENT �`�"~- STUMP SOUND TWP., 'ONSLOW CO., NORTH CAROLINA
17, _ GROUP, INC.
s ' D.B. 1194. PG. 83 NOTE: THE STREETS IN THIS PROJECT ARE PRIVATE TO BE
- P LAND HOMEOWNERS ASSOCIATION INC. ISLAND DEVELOPMENT GROUP, INC.
R5 ZONE MAINTAINED B Y THE CAE IS
.
PUBLIC SERVICE AND SAFETY AGENCIES HAVE ,RIGHTS OF ACCESS P.O. BOX 949
WYNDY DUNES ON THE PRIVATE STREETS IN THIS DEVELOPMENT, ARE HELD CONWAY, SOUTH AROLINA
SEA DUNES HARMLESS FROM ANY CLAIMS FOR DAMAGE RESULTING FROM
CO , S U C 29526
M.B. 32, PG. 41
VILLAGE._ h NORMAL USE TO PROVIDE PUBLIC SERVICES, AND MAY
R 5 ZONE = - - ". Q a DISCONTINUE SERVICES UNLESS STREETS AND DRIVES ARE =
f9 +
.0 Y MAINTAINED. GRAPHIC SQAI F, 1 -100
_ -p P
DATE 2- -96
ADEQUATELY
g
o sa 100 200 300
R G -R
- m
Lo i% 0. CAIR 1870
�.��,tea; �
��AZ
»
�. n m .. 8 SCALE. 1 -=100 FEET
Parker & Associates, Inc. , ng lRor,
DISK NAME: ACAD 259C
Consulting Engineers -Land Surveyors -Land Planners
FILENAME.. CAPEPPLT.DWG. ZLF KHW _ -
P.O. Box 976 Jacksonville, North Carolina 28841-0976
�r N 719- G1SHEr-JI,
1{ _ - -JOB 0.. C940 636B 1 OF 1 l Phone (9I0} 485 2414 Fax [phone]
ATLANTIC INTRACOASTAL WATERWAY j
0 N)
m �
� (1
<v � 1 S. 74'9 ,
4)
to
447
\
s SPECIAL NOTE• THE NORTH TOPSAIL BEACH
FIRE DEPARTMENT HAS UNRESTRICTED ACCESS TO
USE OF BOAT RAMP AREA.
rr
RECREATION
AREA
��� MEAN HIGH
'�• WATER LINE
CANAL 77, N� 95.19' 133.94 BOAT RAMP
(TYP . > � 88• r,
y $$ 6g �
zoo/ A�o, ,
L'' o�p��-�- y 70.44 w ivD°� S8)- ti
oW J '4�'_,� �, � �7. ,� '`� •`' w` •
50CN
o l' ti� s
01 cs - SEE SHEET OF
�6. r'p �� 51
48 z W \ N FOR RECREATION AREA
J' t,, per- DETAILS
1
4 0� ors , f ,- 46 �75.06' �'
'15� ao. F r . 45 r U'75�6' ` ` 7173'
' 04 WETLAND '� f"' S� P. T. + 2 w
00 �� J' (TYP,} ._'- r �2%75 0r25.27 c,+
44 L. ��20'. uR`tE 15 L=25.26' S83 52'37' W
o�. `s62 C 0 W
`P `� o�. � `,�• .� --'43 30 r • �, S 33 00 �3
----,
o'' 42 r 6 "I� �2 \/ < a \ ��8 ;� CM s o 5'1''1"97--'E,
SPECIAL NOTE: A PUBLIC ACCESS EASEMENT FOR / �,'i � o �. , r,�' 0, r 5 . 9\ \ �\ 96 ---. Op5. 53'
ALLIGATOR BAY r' q1.3 �. 3. i}d _ , P
PEDESTRIAN USE ONLY IS RESERVED ALONG CAPE LANE k
r moo. s �1-, N 6 < \ \ ` r <�� S 00'04'20" E
AND SAILVIEW DRIVE, BEGINNING AT NCSR 1568 AND O p ,3 g N\ \ / �n
�` 1 7.29 9 - < ,a �. mow...,, r �0 24)? / 23.99'
EXTENDING TO THE PUBLIC ACCESS EASEMENT `�/ '1$ fr �' �64' �� u'' \ 9 '
BETWEEN LOTS 32 & 33. �,�"� o�,, r p L 12 23. <<�� r, �'csa, \ \ w <�� ��. 54�
%
�� 2g 55
o. � � - 40 `I �� q r 30 `� `'o `''' •`'a 57 \ ..��, 'o. �� `�,, �� I
s_ r " I
<
'� �� - to COO Q� O
' -\ 6� •
p 38 ��i- < <� Q9�. s\ cSs u� .
-01
tp / _ CAROLINA TELEPHONE
COMMUNITY PIER �'• r',0. �: / (E)_�,' >M \ of �<s.
1 rn &TELEGRAPH COMPANY
AND GAZEBO �` 1� 5h Q 0�9 \ -' \ \ os. tv
s o 01- 37 �(� r ��'I o. .I <\� \ .moo, o�I \o, S \ ��. 3s, D.B. 979, PG. 434 -
ro r LOT 1
Kati � 32 �2
ao 36 �`' ���� ' 'a� ��- \ s- �< \ M.B. 191 P G. 21
L'1 �' G �`� < �so. \ Z w M.C. YOPP HEIRS PROPERTY
pF-tijgl' 14 2.65'
10 G 5 ��-� ,y�� 40 \ \ gyp• `s�: / � �- � <�� \ - , -. ,,- � .. ,,; w , \ a ' �� r6,, �� � �,,,.,/
P SEA` '1 0 =35 � >k �' \ -�• \ .� 2 � o -
s
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o \ o `�O• r . < 3 �'�. \ r . t a, o (TYP .) 15 13 1
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rl,, 6, ems. YM1: 3 ` \ oA c CURVE 6 -�- ss A
EARTHEN BERM s
9 p� r� \ - 3 ��o'�,� Q �'� ��moo •� \ 0 \ © .7 '�5 A
CONSTRUCT AT fig•. �` k...,.:' ��.` r'p 'z F /ii "� i� ' s moo' r".b \ 2 2 � � � � �IIEiLANDS14
P EIP
EXISTING WOODSLINE � � �g�'� 25.4i' %__ ',,..`_' `�� '� :" 32 \\ / °` / � \ Z/ �• � ` � � � � 5 �, LINE �
�,�o Q�• o / '� \ \ \'X ao
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�,3�... �, 6 f,. s �� o �. fi 31 ��g�o /1� \ \ �s �. �s\ �y4 3.
5 o �. • 'f °.
6
`fl6' ram,_ F` 4 i�j 5 G. �^� \ r�� zp u` 6'• 479•cJ7'22
• . Q.
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r
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'l�Y
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` 79 0. ` �'. � ' 29 i 't
r'o EIP o� a t ,�$ �\ / 16 p'1 \ \ ,y �, �,�C4, / EIP EIP 'f� M.B.MB32 PG. 4
o'5�/ 7706 50E - -5 ZONE 1
Q \ / } , ISLANDGOUP INC.
/R
' ry O p• 6'� s o, 28 / �1 \ o N 45 46 16 E '`� 72.54 EIP
1. �' 27 °,�_ r $ °� / , \ ��, 0 18.90 % RVE \ D. B. 1194, PG. 83
ohs _40 q �E �, 6 �`g \ \ \ G� �55 ?� �� �'4� R - 5 ZONE
oj, 2 4 �rw-"` 26 -I' ti��� -I \ \ \� '`��P GG c>' r s" r� 1 �d 3Ail?S \ 1
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/0oll•^`�`b �Rsr- ,6 .f � c9s Li2� .� • , P � -�' p6' � o 1 3� � '' � � '� �' >,,.'.r •
1VIrUmn
0 \ WETLANDS j= \ EIP EX. AXE
• V .ram , �V 2 L • Q r f Nr%- r ..'v.,.. - ....'" . • "-
- - -- - -- -- 10 L=41 �29 55 \ LINE - �v�. `L �K „r,•
' L= 23.41 ' L=18.56 �!�`� "Jr
v / 97.32 84.41 L=8 k r r , 33 13 f Z ,O , �2
(12) EIP EXIST.
--
tK.
3

ALLIGATOR BAY
COMMUNITY PIER
AND GAZEBO
1�GGti ����
EPS�
00000
0000000000.
00000'
00000' 5'e�
/ / El
BUILDING
ENVELOPE 27
(TYP-) 24 26
23
25
/ 22
/ 21 �m
r. �� o , o �g�
so 16
(I 20 19 18
MASON CREEK
SEA DUNES
VILLAGE
M.B. 30, PG. 127
�17
WYNDY DUNES
M.B. 32, PG. 41
R-5 ZONE
ATLANTIC INTRACOASTAL WATERWAY
PARKING AREA
RECREATION
AREA
MEAN HIGH
WATER LINE
_ BOAT RAM
R-20 MINIMUM CRITERIA:
56 55 54
LOT WIDTH - 759
LOT SIZE - 209000 SF &
MIN. 15,000 SF UPLANDS
MAX. HEIGHT 451
CAROLINA TELEPHONE SETBACKS -
& TELEGRAPH COMPANY FRONT 30'
D.B. 979, PG. 434 LOT 1 SIDE 10'
M.B. 19, PG. 21 REAR 109
M.C. YOPP HEIRS PROPERTY SIDE STREET 20 9
js NOT ES:
ZONE A8 CONSTRUCTION PERMITTED INSIDE
(ELI. 7) BUILDING ENVELOPES ONLY.
2. FOR MORE INFORMATION ON LOTS
WETLANDS IP IP SEE PRELIMINARY PLAT.
LINE 14
Ip
WYO) DUNES
M.B. 32., PG. 41
� Elp
',,R-5 ZONE %
FLOOD, ZONE LINE
2 71
WYNDY DUNES
M.B. 32 , PG. 41
R-5 ZONE
BUILDING ENVELOPE OVERLAY PLAN
CAP E I S LAN-. D
STUMP SOUND TWP., ONSLOW CO., NORTH CAROLINA
ISLAND DEVELOPMENT GROUP, INC.
P.O. BOX 949
CONWAY, SOUTH CAROLINA 29526
DATE: 2-22-96 GRAPHIC SCALE: 1"=100'
0 50 100. 200 300
SCALE- 1 "= 100'
FEET
Parker & Associates, Inc.
DISK NAME: ACAD 259C Consulting Engineers Land Surveyors Land Planners
FILENAME: CAPEPPLT.DWG ZLF P.O. Box 976 Jacksonville, North Carolina 28541-0976
JOB NO.: C940719-G1636B K N6D tITEET 2 OF 10 Phone [phone] Fax [phone]

DRAINAGE DATA CHART
AREA 010 DIAMETER GRADE
LENGTH 010 OUTLET
PIPE (ACRES) (CFS) (INCHES) (FT/FT)
(LF) VELOCITY
NOTES -
A 0.49 1.8 15 0.003
36 2.90
Rip Rap Scour Pad at Outlet
B 0.92 3,3 15 0,004
44 3.71
Rip Rap Scour Pad at Outlet
C 0.48 1.7 15 0.003
36 2.85
Rip Rap Scour Pad at Outlet
D 0.75 2.7 15 0.004
44 3.56
Rip Rap Scour Pad at Outlet
Q=CIA
I10=7.17 In/Hr.
All Pipes Reinforced Concrete
C = 0.5
SEDIMENT TRAP CHART
Sediment Disturbed Volume
Size
Trap Area (Acres) (Cubic Yards) (Length
x Width x Depth)
# 1 0.30 20
20'L X 10'W X 3'D
# 2 0.30 20
20'L X 10'W X 3'D
# 3 0.47 30
28'L X 10'W X 3'D
# 4 0.30 20
20'L X 10'W X 3'D
# 5 0.50 35
30'L X 12'W X 3'D
# 6 0.15 10
14'L X 7'W X 3'D
# 7 0.15 10
14'L X 7'W X 3'D
# 8 0.24 16
18'L X 8'W X 3'D
# 9 0.38 30
28'L X 10'W X 3'D
#10 0.20 15
17'L X 8'W X 3'D
#11 0.40 30
28'L X 101W X 3'D
NOTES:
1. CONTRACTOR TO INSTALL SILT FENCE PRIOR
TO CONSTRUCTION
PHASE TO PREVENT SEDIMENT LEAVING SITE.
2. ALL DISTURBED AREAS TO BE SEEDED OR STABILIZED
WITHIN
30 DAYS OF COMPLETION OF WORK.
3. SEE EROSION AND SEDIMENTATION CONTROL
NARRATIVE FOR
ADDITIONAL INFORMATION.
4. NO WORK IS ALLOWED WITHIN THE WETLANDS
AREAS IDENTIFIED ON THIS PLAN.
5. SEE PLAN AND PROFILE SHEETS AND DETAIL
SHEETS FOR ADDITIONAL INFORMATION.
6. SEE COMMUNITY ENTRY PLAN PREPARED BY
MICHAEL ROSS
KERSTING ARCHITECTURE, P.A. FOR DETAILS
ON ENTRANCE
12' WIDE
TO PROJECT FROM NCSR 1568.
1DRIVE TO
MASON CREEK
MI -Mill "1%-7" Tyr% 1LrN L1111C
FOR STORMWATER
COMPUTATIONS
SEA DUNES
VILLAGE -
M.B. 30, PG. 12
COMMUNITY PIER ----
AND GAZEBO
(NO BOAT SLIPS)
6' WIDE X 100' LONG
WITH 10'X10' GAZEBO
.000,
0.,
0-00-0--o".
I
ALLIGATOR OR BAY
ATLANTIC INTRACOASTAL WATERWAY
I. . ........ . . ... .... , . ........ ..
C r-
C6
410
RECREATION
MEAN HIGH WATER LINE DR YDRANT AREA
FOR STORMWATER
COMPUTATIONS
Ki
48
44 L.F.
47 ww INV. IN 15" R.C.P.
3.8
.0
• 4.5
SWALE
RSP
INV. OUTf,
3.6
57
58
ST 5
X
40 L.F.
SILT
FENCE
3E SWALX-
ZAL -GRPLN\D CANAL
E V. 4.4 \ (TYP.)
IR17GIN RET. L
STA 5+54 WETLANDS
LINE 14
520 L.F. SILT FENCE
(TOTAL THIS SIDE
OF ROAD)
. I P
EIP M
SLAND DEVELOPMENT
GROUP, INC. �EIP
D.B. 119-41 PG. 83
R-5 ZONE
LANDSCAPED1
..1INV. OUT
N
IN V. IN E
RCP
.F 1577
`M DRAIW
L--EX- 12
INV. OUT
3.8 N
9
0' R
EXIST.\\
day -s OADSIDE\ 10 STABILIZED
DITCH CONSTRUCTION
X11
\ENTRANCE
112
CE EN tA'Nf
WYNDY DUNES
M.B. 32, PG. 41
R-5ZONE
OCEAN ACCESS
PARKING AREA
MEAN HIGH
WATER LINE
CAROLINA TELEPHONE
& TELEGRAPH COMPANY
D.B. 979, PC. 434
LOT 1
M. B. 19. PG. 21
M.C. YOPP HEIRS PROPERTY
AN LIM 01 Q
SFM -
SEWAGE FORCE MAIN
OMH -
MANHOLE
SS -
SANITARY SEWER
RCP -
REINFORCED CONCRETE PIPE
RCD -
ROCK CHECK DAM
RRSP -
RIP RAP SCOUR PAD
ST -
SEDIMENT TRAP
FH -
FIRE HYDRANT
(D , GV -
GATE VALVE
X S0.0 -
PROPOSED SPOT ELEVATION
57 -
EXISTING CONTOUR
-
PAINTED TRAFFIC FLOW ARROWS
- -
DRAINAGE FLOW ARROWS
A -
PIPE DESIGNATION
SEE DRAINAGE PIPE CHART
-
WATER MAIN
-
WETLANDS LINE
PROPOSED CONSTRUCTION ITEMS
ITEMS ARE BOXED
-X-X-X-X-X-X--
SILT FENCE
ZONE A8
1 r31
EL. 7)
P EIP EARTHEN BERM
BY INDIVIDUAL LOT
OWNERS. SEE COVENANTS.
N
EXIST. 6" MIN.
IP GROUND
DUNES 2' (MIN.)
PG. 41
ZONE
t kc
EARTHEN BERM DETAIL
NOT TO SCALE
0441
" 1, rW!
ON R
DISK NAME: ACAD 259C
FILENAME: CAPEGEN.DWG ZLF/CAS
JOB NO.: C940719-G1636B SHEET 3 OF 10
GENERAL GRADING DRAINAGE &
EROSION CONTROL PLAN
CAPE ISLAN71)"
STUMP SOUND TWP., ONSLOW CO., NORTH CAROLINA
ISLAND DEVELOPMENT GROUP, INC.
P.O. BOX 949
CONWAY, SOUTH CAROLINA 29526
DATE: 2-22-96 GRAPHIC SCALE:- 1"-100'
0 50 100 200 300
SCALE: 1 100'
FEET
Parker & Associates, Inc.
Consulting Engineers Land Surveyors Land Planners
P.O. Box 976 Jacksonville, North Carolina 28541-0976
Phone [phone] - Fax [phone]

WATER &-SEWER_ NOTES
1. POTABLE WATER SUPPLY TO BE COUNTY OF ONSLOW.
2. SEWAGE TREATMENT TO BE NORTH TOPSAIL WATER AND SEWER
CORPORATION (NTW&S).
3. LOCATION OF EXISTING WATER MAINS AND SEWAGE FORCE MAIN
ARE APPROXIMATE ONLY AND SHALL BE FIELD VERIFIED PRIOR
TO COMMENCING WORK.. ANY DISCREPANCIES SHOULD IMMEDIATELY
BE POINTED OUT TO THE CERTIFYING ENGINEER, ONSLOW COUNTY
WATER DEPARTMENT AND NTW&S.
4. AS OF JANUARY 1, 1986, ANYONE DIGGING WITH MECHANIZED EQUIPMENT IN
HIGHWAY RIGHT-OF-WAY, PRIVATE UTILITY EASEMENTS, OR PUBLIC SPACES WILL BE
REQUIRED BY NORTH CAROLINA LAW TO GIVE NOTICE OF THE PROPOSED EXCAVATION
TO ALL THE EXISTING AREA UTILITIES AT LEAST 2 WORKING DAYS BEFORE
STARTING TO DIG. THE UTILITY OWNER IS TO LOCATE ITS FACILITIES IN THE
AREA OF THE PROPOSED EXCAVATION. UTILITY MEMBERS OF ULOCO CAN BE
CONTACTED AT 1-800-632-4949.
5. FLOOD ZONE INFORMATION TAKEN FROM F.I.R.M. PANELS: CPN 370466 0004A
(NORTH TOPSAIL BEACH) (EFFECTIVE DATE NOVEMBER 4, 1992.)
ALL LOTS ARE IN FLOOD ZONE A8 (ELEV. 7).
6. ALL SEWER MANHOLES WILL BE BOLTED DOWN WATER TIGHT LIDS.
7. ALL PROPOSED SEWER MAINS TO BE 8-INCH TRUSS. SERVICES TO BE 4-INCH SCH.
40 P. V. C..
8. ALL WATER MAINS TO BE P.V.C. ASTM D-2241, ASTM D-1784, ASTM D-186, 200
P.S.I. PRESSURE RATING, EXCEPT D.I. CLASS 50 WHERE INDICATED.
9. WATER MAINS SHALL BE BURIED TO A DEPTH OF 30-INCHES UNLESS OTHERWISE
NOTED.
10. WATER LINES SHALL BE AT LEAST 18 INCHES ABOVE OR 10 FEET HORIZONTALLY
FROM SEWER MAINS AND SEWAGE FORCE MAIN, OR BE OF FERROUS MATERIAL.
11 CONTRACTOR SHALL NOTIFY THE CERTIFYING ENGINEER, ONSLOW COUNTY WATER
DEPARTMENT AND NTW&S AT LEAST 48 HOURS PRIOR TO COMMENCING ANY WORK,
INSPECTIONS, SAMPLING AND PRESSURE TESTS.
12. CHLORINATION AND PRESSURE TESTS REQUIRED IN THE PRESENCE OF THE
CERTIFYING ENGINEER AND THE ONSLOW COUNTY WATER DEPARTMENT.
13. CONTRACTOR SHALL FURNISH NEGATIVE BACTERIAL ANALYSIS RESULTS AND 24 HOUR
CHLORINE RESIDUAL RESULTS TO THE CERTIFYING ENGINEER FOR FINAL
ACCEPTANCE.
14. CONTRACTOR SHALL MAINTAIN COMPREHENSIVE (DEPTH AND HORIZONTAL LOCATIONS)
FIELD "AS-BUILTS" FOR ALL INSTALLATIONS AND SUBMIT THEM TO THE CERTIFYING
ENGINEER, THE ONSLOW COUNTY WATER DEPARTMENT AND NTW&S.
15. ALL UNITS HAVE INDIVIDUAL SEWER SERVICES INSTALLED BY THE CONTRACTOR.
WATER SERVICES ARE NOT TO BE INSTALLED BY THE CONTRACTOR. THE ONSLOW
COUNTY WATER DEPARTMENT WILL INSTALL THEM AT A LATER DATE ON AN AS -NEEDED
BASIS.
16. ALL CONSTRUCTION WITHIN D-O-T RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE
NCDOT REQUIREMENTS. D-O-T OFFICIALS SHALL BE NOTIFIED 48 HOURS PRIOR TO
COMMENCING WORK WITHIN THE RIGHT-OF-WAY.
17. ALL WATER INSTALLATION MATERIALS AND PRACTICES SHALL MEET THE COUNTY OF
ONSLOW SPECIFICATIONS.
18. SILT FENCE TO BE INSTALLED PRIOR TO SOIL DISTURBANCE SO NO SEDIMENT"
LAVES SITE OR ENTERS THE ADJACENT WETLANDS. SILT FENCE SHALL BE
MAINTAINED UNTIL WORK IS COMPLETE AND SITE IS RESTABILIZED .
19. ALL DISTURBED AREAS TO BE SEEDED OR STABILIZED WITHIN 30 DAYS OF
COMPLETION OF WORK.
20. FOR OTHER DETAILED CONSTRUCTION INFORMATION, SEE PLAN AND PROFILES,
DETAIL SHEETS AND SPECIFICATION.
El /
/ 8" PLUG TAPPED 2" .--"
24 r'
__�--
t F. H.
/M.H. 1 -�w�. 2,'�• WATER „x6' TE
TOP 7.0 . V
IN V. 2.
t
J
i
2 BLOW -OFF
273 L.F.
20 DI8" S.S. 00.40%
M.H. #2
NT � TOP 7.6
_" 'w........ 1 INV. OT&
ter.
MASON CREEK
COMMUNITY PIER ----
AND GAZEBO
(NO BOAT SLIPS)
6' WIDE X 100' LONG
WITH 10'X10' GAZEBO
/.
00000
JC �_
�17 i
SEA DUNES
VILLAGE
M.B. 30, PG. 127
ALLIGATOR BAY
\ WYNDY DUNES
M.B. 32, PG. 41
R-5 ZONE
ATLANTIC INTRACOASTAL WATERWAY
N�-
do
� �9tis
RECREATION
AREA MEAN HIGH
EDOV QE".HWATER LINE
� BOAT RAMP
CAROLINA TELEPHONE
& TELEGRAPH COMPANY
D.B. 979. PG. 434
LOT 1
M.B. 19. PG. 21
M.C. YOPP HEIRS PROPERTY
i
r N
ZONE A8
13 (EL. 711
�14 IP EIP
IP
WY IY DUNES
'
M.B. 3 1
, PG. 4 I
�z-5 ZONE ,
10,
;H ��� ; 11
ES M
° .
112 IN N r DUNE"
E''• TIC' MN'�£
WYNDY DUNES
M.B. 32, PG. 41
R-5 ZONE
125
a e
i
.,ON R _
,j��f11lil##1
DISK NAME: ACAD 259C
FILENAME: CAPEGEN.DWG ZLF/CAS 1
JOB NO.: C940719-G1636B SHEE` 4OF 1 0
LEGEND
SFM -
SEWAGE FORCE MAIN
*MH -
MANHOLE
SS -
SANITARY SEWER
RCP -
REINFORCED CONCRETE PIPE
rl RCD -
ROCK CHECK DAM
RRSP -
RIP RAP SCOUR PAD
ST -
SEDIMENT TRAP
FH -
FIRE HYDRANT
o GV -
GATE VALVE
x 50.0 -
PROPOSED SPOT ELEVATION
-57 -
EXISTING CONTOUR
-
PAINTED TRAFFIC FLOW ARROWS
--,r -
DRAINAGE FLOW ARROWS
-
PIPE DESIGNATION
SEE DRAINAGE PIPE CHART
— — -
WATER MAIN
-
WETLANDS LINE
_
PROPOSED CONSTRUCTION ITEMS
ITEMS ARE BOXED
-X-X-X-X-X-x--
SILT FENCE
a HT101 a *
CAPE ISLAND
STUMP SOUND TWP., ONSLOW CO., NORTH CAROLINA
ISLAND DEVELOPMENT GROUP, INC.
P.O. BOX 949
CONWAY, SOUTH CAROLINA 29526
DATE: 2-22-96 GRAPHIC SCALE: 1"=100'
0 50 100 200 _Oil
SCALE: 1 "= 100, F L
FELI
Parker & Associates, Inc.
Consulting Engineers - Land Surveyors - Land Planners
P.O. Bog 976 - Jacksonville, North Carolina - 28541-0976
Phone [phone] - Fax [phone]

CAPE LANE - 50'
L
a
LL
LEGEND
SFM — SEWAGE FORCE MAIN
MH — MANHOLE
SS — SANITARY SEWER
RCP — REINFORCED CONCRETE PIPE
A RCD — ROCK CHECK DAM
® RRSP — RIP RAP SCOUR PAD AG,�
ST — SEDIMENT TRAP
FH — FIRE HYDRANT
® GV — GATE VALVE
x 50.0 — PROPOSED SPOT ELEVATION
.57. - EXISTING CONTOUR
PAINTED TRAFFIC FLOW ARROWS
--,. — DRAINAGE FLOW ARROWS
A — PIPE DESIGNATION
SEE DRAINAGE PIPE CHART
-- — WATER MAIN 28 L.F. 12" R.C.P.
---- — WETLANDS LINE DRIVEWAY PIPE
F�- — PROPOSED CONSTRUCT ION ITEMS FOR SPS ACCESS
ITEMS ARE BOXED
—x—x—x—.x.—x—x--- SILT FENCE j
SEWAGE PUMPING
12 WIDE GRAVEL �. STATION SEE
4►► ,� F0 DRIVE TO SEWAGE SHEET 9 OF 10
R CONTINUATION
IDS �o• SEE SHEET OF PUMPING STATION ( FOR DETAILS
� �,• 6
4" S.F.M. 4" CABC OVER 1 �'
FOR CONTINUATION `� ��' 6 COMPACTED SUB --GRADE
SEE SHEET 6 OF 10
� � .,�
3' r
/ t
® ® 4>, 15 L.F.
® 900 j;.. -M.H.#10 8„ S. S.
8.55 l BEND 252 L.F. Q TOP 5.5 M.H. VENT @0.40%
5.3 1 N 8" S. S. �-.� INV.
F SWALE ppN�iNU A0 ®0.40%
6 OF ��
/ g" -I-EE SEES
2-8" G.V.'S
F
OR C � ''� M.H. 5
SEE S" _ - lVuA MH WATER TOP � 22
f r �o !r,
6 Or T C INV.
(— )3.90
INV. IN „A„
(—)2.52
TO S.P.S.

n
r
�
21
c)
0
-
22
N
+
A?.
M.H. #t
TOP 7.0
p
O
�). ►.
INV. 2.0
/
8" PLUG TAPPED 2"
IN. G.v. 23
^�
, t
co -p -0
r-
2 WATER \ ��
6 F.H. V•
j 8*x6" TEE Q'
1 6.1 0 6 G.V.
SWALE (�2 4
'�
D
� 00 o 0
+ + cp 37
00
!L CA
\ fy 4 00 pp
M.H. VENT 5.9 25
SWALE 26
r
rn
co
cry
N
�
++
CURVEDATA
M-31'59'59"
j R=335.00'
T=96.06'
L=187.10'
CH=N56'24'05"E
184.67'
N
�
34
M.H. #5
TOP 7.4
CL INV.
(-)3.90
INV. IN "A"
- _ _ _ -- �-- -
5.8
SWALE
— --- -..._. —

C
EXISTING
ROADSIDE
DITCH 10' MIN.
� CURVE DATA
A =25*34'47"
R=450.00'
T= 102.15'
L=200.90'
CH=N59*36'40"E
184.671
LO
CD
CY)
--I
C)
CV
d-i
I
ra
M:
q CURVE DATA
A = 10'5534"
R=385 00'
Ln
T=36.82'
Uy
--i
L=73.42'
;>
CH=S69*37'45"W
73.31'
00
+
+
00
+ II --.L QL7)
�0
+
F GD 43 (H) +
00 48
_ _ .. 41 ' 11 rn ct co
Q
N.C.S.I. 1568 10, MIN.
60 1
1 4" CHECK VALVE VALVE BOX
H - 1
24" MIN. 3 MIN., IN 4' M 90 'BEND
0 EXIST. 10" SFM
EXIST. 12" 4" GATE VALVE USE DUCTILE
WATER MAIN RESTRAINING RODS IRON PIPE FROM
CASING TO
S�TO EXIST. 10" SFM
EWAGE 90 ' BEND
PUMPING
S 3T A110N 4" SEWAGE FORCE MAIN —X THRUST BLOCKING
'i L.F.,,
44 LF12" DIA. STEEL CASING D.I. TO P.V.C. ADAPTOR
NOTE, Contractor shall verify location and depth of existing sewage
force main and water main prior to beginning construction.
SEWAGE FORCE MAIN
REVERSE TAP & BORE DETAIL

6"X6 X12'
PILE @ 4' O.C.
EXIST. GRADE
ELEV. 3.5 Z
N
DECORATIVE
CAP
6"x6"x12'
PILES O 4' OX
6" THICK x 12" WII
CONCRETE RIBBON
DECORATIVE
CAP
4" X 8" WALER
12„ @ 2' O.C. 6" THICK x 12" WIDE
CONCRETE RIBBON
$ PER F-r 1 1 /2" BCSC
,.6" CABC
2' MIN. 3 GALVANIZED
ROD ( EACH PILE)
TIE TO PILE
ON OPPOSITE
SIDE OF ROAD
2"X8"T&G
SHEETING W/ FILTER
FABRIC TREVIRA
S 1127 OR EQUAL
BULKHEAD DETAIL
NOT TO SCALE
CAPE LANE
i-- INVERTED CROWN
SECTION A -A.
Mn Im SCAU
1 1 /2" TYPE I-2 ASPHALT
6" C.A.B.C.
COMPACTED SUBGRADE
SHEET
ION AL
DETAILING
RSWALIE
6C
I
I
SLOPE SLOPE LENGTH
<2 % 100
2 TO 5% 75
5 TO 10% 50
10 TO 20% 25
>20% 15
REF: EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL, D.N.R.C.D. 1966.
MINIMUM 2" x 2" x 48"
WOODEN POSTS OR OTHER
APPROVED MATERIAL
s
NOTE: BURLAP SHALL Ho flc
NOT BE USED. ° f
�vQ�'c�hs,'c
c F live
s Rats WELDED WIRE MESH
�-►-.-•
f
DIRECTION OF
RUN OFF FLOW WOODEN
POST
WELDED WIRE
MESH
=-
t--
BACKFILL
EROSION & SILTATION
N
CONTROL FABRIC
GROUND LINE
.• -.• -.•
\o
24 MIN.
12"
iV/�,,
\\
/
EXTRA DEPTH REQUIRED
FOR NON —STABLE SOILS
SECTION VIEW
TYPICAL INSTALLATION
OF SILT FENCE
NOT TO
SCALE
6' SHOULDER 14' PAVEMENT LANDSCAPED ISLAND 14' PAVEMENT 6' SHOULDER
(INCLUDING RIBBON) (WIDTH VARIES) (INCLUDING RIBBON)
1 /4" PER FT. MIN. 1 4" PER FT. MIN.
1t_..._ 3 7
J1 1 PER FT 1" PER FT. 11--�—
----.r
2i- 4 fi 7 2i.-4 f)
6" THICK x 12" WIDE 6" C.A.B.C. 1 1/2" B.C.S.C. 1 1/2" B.C.S.C. " C.A.B.C. 6" CONCRETE RI LONG
CONCRETE RIBBON
COMPACTED EARTH 1 2" COMPACTED EARTH
.
C.A.B.C.
SAILMEW DRIVE SECT. B--B
CROSS --SECTION
NOT TO SCALE
50' RIGHT-OF-WAY
— 20' PAVEMENT
1 /4" PERFT.(INCLUDING
N. RIBBON) SHOULDER
ER F00
6" C.A.B.C.
1 1/2" B.C.S.C.
12"
�► y .,►
C.A.B.C.
SAILVIEW DRIVE, SECT.C—C
NOT TO SCALE
ROCK CHECK
DAM
1
TOP OF CHANNEL
D INVERT OF -
VARIES (SEE CHART) CHANNEL
FLOW FLOW
VARIES X//\�//\�//
CHART
10
\./
TEMPORARY IN -CHANNEL SEDIMENT TRAP
NOT TO SCALE
EXISTING ROAD
PLAN VIEW
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
ConstrUction Specifications
1. Stone size - Use MSHA size No. 2 (2-1/2" to 1") or AASHTO
designation M43, size No. 2 ( 2-1/2" to 1-1/2"). Use
crushed stone.
2. Length - As effective, but not less than 50 feet.
3. Thickness - Not less than six (6) inches.
4. Width - Not less than full width of all points of
Ingress or egress. Minimum of 12'.
5. Washing - When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right-of-
way. When washing is required, it sholi be done on an
area stabilized with crushed stone which drains into on
approved sediment trop or sediment basin. All sediment
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods.
6. Maintenance - The entrance shall be maintained in a
condition which will prevent tracking or flowing of
sediment onto public rights -of -way. This may require
periodic top dressing with additional stone as conditions
demand and repair and/or cleanout of any measures used to
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rights -of -way must be removed
immediately.
TOP OF TRAP
LINE SPOILS
MATH RIP RA
FOR SPILLWK
00
4" SEWAGE
FORCE MAIN 5,
-moo
4t
WETLANDS LINE
.10000,
1
I
I
ST I
1
I
I 8" WATER MAIN
I
I
5 I
I
ISLAND DEVELOPMENT
GROUP, INC.
\ \ D.B. 1194, PG. 83
BULKHEAD LOCATION & DIMENSION PLAN
SAILVIEW DRIVE
NOT TO SCALE
A A
.3 . WAb'iED • ..' W = MAXIMUM FULL CHANNEL WIDTH
STQNE. •
D =' DEPTH OF CHANNEL
X ZP
d d
<
s 52 B
w TOP OF BANK '
2/3D
26 Z6"
Z6" I • '.
D 1'' 1/20
FLOW
13 6" BOTTOM 6" # 5HF_
'.
MOTE: GIVEN DIMENSIONS ARE MINIMUM UNLESS OTHERWISE
SPECIFIED BY THE ENGINEER FOR SITE SPECIFIC CONDITIONS.
STANDARD OC,K -.-CHEQK DAM
NOT TO SCALE
SPILLWAY BERM
6" a RIP RAP LINED
SPILLWAY BDETAIL SHEET
ERM
r IKN, SPOILS ARM TOR Of CHANNEL]
EXISTING GROUND
EKISTING FLOW INVERT OF CHANNEL CAPE IS
ND
GROUND .........
Kr
12-* INN, pVMAAWA ; STUMP SOUND TWP., ONSLOW CO., NORTH CAROLINA
HM— SED#AENT TRAP 70 K
RIP RAP APRON RW M IN RE �'° ISLAND DEVELOPMENT GROUP, INC.
DIMENSIONS ARE MAINTAINED.
P.O.eax 949
,�.+*+#:, CONWAY, SOUTH CAROLINA 29526
TEMPORARY SEDIMENT TRAP ,•_ CAR{''
HDISCHARGE' NAT GROUND 11b S' °'• w, �rR'•-,
NOT TO SCALE DATE: 2/22/96
NOTE: USE FOR SEDIMENT TRAP �► � � SCALE: AS SHOWN
1 THRU 7 ,��•'ril.•*j
. P 4•`
C1f�j O
'�;•.,,,R P••�' Parker & Associates, Inc. ���:�����v
FIELD BOOK: Consulting Engineers -- Land Surveyors -- Land Planners n..
DISK NAME: ACAD 259D P.O. Boa 976 - Jacksonville, North Carolina - 20541-0978 - ~'
JOB NO.:FILENAME:
S94407 9-G 636E 2LF/KHW SHEET S OF 10 Phone [phone] - Fax [phone]
OF SPOILS BERM
(24" MIN.)

LO
CD
CD
cY i
Cu
Cu
SCREENED INLET VENT
ra s
_i d_' dCD
-
p p
Q
d d ,
p �
PRECAST CONCRETE
WET WELL d I d
� p
` ° 4" DUCTILE IRON
8" SAN. SEWER - p °
INV. IN {—) 4.90
SEWAGE '
PUMPS
d , d
STAINLESS
STEEL BASKET p
STRAINER L °
1'-2 7/16" x 1'-8 1/4
EAR OPENING d .��- D.I. TO P.V.C. ADAPTOR
CLEAR _ p � p _
1
36 x 24 d O APPROX. FLOAT
CLEAR OPENING - - LOCATION
NOTE:
1. SERVICE POLE METER AND DISCONNECT SHALL BE PLAN VIEW, CONTROL PANEL
PROVIDED ALONG WITH A 110 VOLT WEATHERPROOFWITH DEAD FRONT AND
GFI DUPLEX RECEPTACLE FOR TEMPORARY POWER NEEDS. NO SCALE
2. AUXILIARY POWER CONNECTION, WHICH MAY INCLUDE BUT BUILT—IN FLASHING
IS NOT LIMITED TO A DOUBLE THROW DISCONNECT SWITCH LIGHT ALARM
AND GENERATOR RECEPTACLE, IS TO MATCH NORTH TOPSAIL
WATER AND SEWER CORP. PORTABLE AUXILIARY POWER SOURCES.
SALE CONNECTION
CEMENTED IN PLACE
. -- 45• BEND
NBE MORE
THOATN�45' FROM
TRUSS SEWER
HORIZONTAL
M
45' BEND —�
STAINLESS
STEEL. BAND- \ r
TRUSS
MAN
12" x 12- x 4"
CONC. COLLAR
CLEAN OUT
r PLASTIC SCREW
:11
4"
a
1/8 Km •
a
FROM UNIT
L 4" MIYEj BY OWNER
TEMPORARY PLUG
SERVICE 1. TAP 4 NOIESMANE PI SEWER MAIN
TO BE BORED, SAWED,
OR DRILLED, NOT
PUNCHED 13Y HAMMER.
11RECTION 2' CLEANOUT TO BE
USED ONLY WHEN
OF FLOW SPECIFIED.
SADDLE CONWCTION
TYPICAL.
SEWER CONNECTION -
NOT TO SCALE
MUELLER CENTURION MODEL
A 421 FIRE HYDRANT WITH
1-4 1/2 is PUMPER NOZZLE c
AND 2-2 1 /2" HOSE NOZZLES
20, UTILITY
c
V
2' WADE x 1' HIGH
EASEMENT
EARTHERN BERM.
SEED & STABILIZE
SAILVIEW DR.
4' SEWAGE
51' RAW
4. 90' BEND FORCE MAIN
12' GRAVEL —
SEWAGE PUMP STATION
S ,
3'
DRIVE ="'' r
�--15 L.F 13" SS
M.H. #5 aF.
J
• 0.4OR
6" WATER ! `
:••=-.! -- -=_ -�F aiF
— =•r' " '
PROPERTY LINE
M.H.#10
M
r�
, 252 L.F. f
`
PAVEMENT O" 0
O
SEWAGE PUMP STATION -
NO SCALE
NOTE: GRAVEL DRIVE TO CONSIST OF
4" CABC OVER COMPACTED SUBGRADE
REINFORCED CONCRETE COLLAR
18"x18"x6"
LE DEWEY BROS. VBX—TE--100
00
VALVE BOX OR APPROVED EQUAL
r M v
� ` 6" GATE VALVE
;Ir 000 M.J. LOCKED HYDRANT
PROVIDE LOCK FOR CONTROL PANEL ° ` TEE OR TEE WITH
2" DIA. CONDUIT FOR PUMP ,
CABLES AND FLOAT CABLES ; \ - s - APPROVED PIPE
REMOVABLE
BOLT PIPE TO GUIDE RAIL SPACER TO KEEP RESTRAINT
WITH PLIABLE,
RAILS PLUMB. %� \ ` \\" \`�
SEALANT INSIDE WETWELL AND ;� \ ° ///�/
CON
TROL PANEL TO PREVENT CONCRE #P THRUST BLOCK °
LEAKS. PLACED AGAINST
GAS AND MOISTURE L
UNDISTURBED EARTH M.J. LOCKED HYDRANT
ADAPTOR OR APPROVED PIPE
4" D.I. SCREENED
INLET VENT MIN. OF 3 CUBIC FEET OF
CRUSHED STONE FOR DRAINAGE
12" TOP ELEV. 8.0
+ ` TYPICAL HYDRANT SETTING(SECTION)
36 —
0 ND 5 0 �
NOT L
MIN. SLOPE THROUGH MANHOLE WILL
36" MIN. BE CENTERLINE INVERT. MAX. DROP
THROUGH MANHOLE WILL BE AS FOLLOWS:
24" 1 /2" FOR 0' TO 45' CHANGE
�"'-""'� ►'"`� IN HORIZ. ALIGNMENT
1" FOR GREATER THAN 4�5• CHANGE
IN HORIZ. ALIGNMENT
0 6 X 6 NO. 6 GAUGE SINGLE LINE"
STEEL REINFORCED REIN IN CENTER THIRD OF WALL
N C> �. PLASTIC STEP'
W �. ALSO TONGUE & GROOVE.
Q x CONE , GROUT
OD
N ,
"O" RING TAPERED LIFTING
vN o - RISER "'HOLE pETAIL FOR MANHOLE/F'IPE
w �' o a . JOINT 15" & LARGER IN
o . EXISTING MANHOLE
X 1 1 /4" BUTYL
k Qcoo !P ° RESIN GASKE
GROUT 3/4" GROUT
Q A_
GROUT
z
io
$ BRICK
� s
e e e a a a
4=1" 6' X 6 NO. 6 0� ,„ NO. 4 REIN ROD
<, 6 GAUGE WIRE MESH TYP. 5 O.C.E.W.
6" 5" 48" 5" 6"
NOTE: MIN. 70" COMPACTED NO. 67
FOR 5'-0" EXTENDED BASE MANHOLE STONE BED TO TOP
BASE WILL EXTEND 7" BEYOND EXTERIOR OF BASE
WALL.
STANDARD PRECAST MANHOLE.
N.T.S.
fi
j
Ia EXISTING GR U NOT TO SCALE
d
\
p ALUMINUM DOOR//\//%/�%//%
� /\/\/\/� :..i:.•=;:
d FRAME HATCHES
STANDARD PRECAST p - WITH LOCKS p o NOTE: ALL BLOCKING TO BE 2500 LB. CONCRETE.
CONCRETE MANHOLE . ° 6' INSIDE ILIA, I ° z v 3 P.V.C.
WITH EXTENDED BASE d d T SCREENED LED T
TO BE INSTALLED TO 2 - �- L3ENes TYPICAL BLOCKING DETAILS
" A MINIMUM ELEVATION
4 P. V. C. OF ONE FOOT ABOVE � NOT TO SCALE
100-YEAR FLOOD PAVEMENT OR
2-1" 1 1 4" STAINLESS STAINLESS STEEL ELEVATION.
a0 Emy,+
r x a- SALT TREATED VALVE Box COVER
d
i 4" + PINE LUMBER FINISH GRADE
PIPES (GUIDE RAILS) p - STEEL PIPES (GUIDE—
.....,....
11 12" MAX.
RAILS EACH SIDE) ° TAMPED EARTH
31T x 3 1 /2- SCREWS
d d
_' 11" APPRO ' D TILE IRON TO P.V.C. ADAPTOR 3-'''"� • THREADED couPUNc
p ° 2 O.C. FOR CAP OF 2" CAP
STAINLESS STEEL p UC
SUPPORT STRUCTURE VALVE BOX -- BLOW -OFF
A S K E T LIFTING (SEE DETAIL) SUPIPRT SMCTURE DETAIL
B 2" PIPE
L I d -- TEE SEALED LID 24 LONG 2 24" LONG 2"
CABLE (SIZE AS REQUIRED)
p p BRASS NIPPL ..
0 GATE VALVE (EACH SIDE) DUCTILE TO ,. ,,�•:: •" BEND 90•
•t •.; : :: PIPE NIPPLE ,.. � .
s P.V.C. ADAPTOR THREADED
. , •.•, WATER MAIN - ►`- � ' C )
8 S.S. L CHECK VALVE STAINLESS STEEL (EACH SIDE) 3 -
_ /2" MAX. ' • ` _ #67 STONE •:': ' '�•'�•:: CONCRETE
INV. IN (—) 4.90 PUMP LIFTING MAINTAIN SLOPE PRECAST INVERT
To�nuza MANHOLE SEAL TO BE 2 GATE VALVE (IRON BODY) BLOCKING
CHAIN OR CABLE � ` wATERTIGNT THRUST COLLAR
— AS REQUIRED �MERCURY FLOAT SWITCHES_(SIZE
) MECHANICAL JOINT
ELEV. — 4.90 � PER F.I.R.M. MAP, 100-YEAR FLOOD ELEVATION IS. CI PLUG TAPPED 2•
ALARM ( ) I311I�
sI H 7.0 FOR ALL MANHOLES, NO PLASTIC OR GALVANIZED SCREW FITTINGS BEFORE VALVE.
STAINLESS STEEL `e `dL MAINS LARGER THAN 12', USE 6' BLOW -OFF ASSEMBLY. NO PLASTIC
I L
BASKET STRAINER. - LAG PUMP ON ELEV. {—) 5.70 SEC3It�i vlt SCREW FITTINGS PERMITTED IN ASSEMBLY.
p
3/16" DIA..303 S.S.
LEAD PUMP ON ELEV. - 6.50 RISER DETAIL BLOWOFF ASSEMBLY DETAIL SECTIONROD WELDED Ii16 O VENTED
HOLDING NO SCALE NOT TO SCALE
CONSTRUCTION - T
2 X 2 3/16 MESH � BRACKE s,
d L d PUMP OFF ELEV. (—) 6.80
p
- SEWAGE p UNPAVED AREAS SEWAGE PUMPING STATION & DETAIL SHEET
GRINDER rr " R OPEN TERRAIN SUBJECT TO TRAFFIC PAVED AREAS
d PUMPS 4 X 3 REDUCE
i
p _ p CRUSHED STONE
4" DUCTILE IRON HEAPED BACKFILL, OR GRAVEL ROAD SURFA{
CAPE I S LAN v1jN
NO TAMPING- BACKFiL L
STUMP SOUND TWP., ONSLOW CO., NORTH CAROUNA
d _
_ 12 EXTENDED BASE PAVEMENT BASE
GROUT GROUT MECHANICALLY
COMPACTED INITIAL BACKFILL
b. BOTTOM ELEV. { — } 9.80 BACKFILL, IN WITH(HEIGHT VARIES
` ` 6" LAYERS HAUNCH
i2" WITH HAUNCHING) ISLAND DEVELOPMENT GROUP, INC.
s I d L i s s r s s s I s d I EMBEDMENT
ZONE (HEIGHTNG VARIES) P.O. BOX 949
p p p p p CONWAY, SOUTH CAROLINA 29526
o e b. e. _ ® e s L, L, o %L s e MIN. DDING
O O O O ° O O 00 O ° °O (HEIGHT VARIES) *�s#� CARQ�,
O O O O O O O O O O O O O VARIES �t
O O° ° % o°oo 00 0° oo ° °O °° O °° rr o O o O 00 O°oo O O o�0 O O° FOUNDATION s$i •� .
°° o °°°o o0 0 o° o 0 0 0 ° 0 12 MIN. CRUSHED STONE BASE
0 ° °°°° ° ° ° ° ° o o o OQ DATE. 2/22/96
0 o0p °O0 o ° o °°°° 0 0 0° o 0 0 0 00 o O0 O (IF REQUIRED C• :`
0 00
O O o O 0 000 0 0 00� 0 0 O® O 00 O 0 0 O 0C3 00 ° 0 0 0 O° O 0 0 ° 0° 0© DEPTH VARIES)
O O OO °O°Q 00O O O O 000 ° 00°° ° O O O 00 00© ° 00000 O O 000 NOTE: SEE SPECIFICATIONS AND TABLES —1,
°o° o O O o 0 00 0 0 0 00 0 00 ° o O° ° o 000 o O o 0 o GEN-2 AND tN-3 FOR ADDITIONAL DETAIL 1 �211
SCALE : AS SHOWN
SECTION VIEW TYPICAL SEWER PIPE EMBEDMENT
'•#. R .;•' Parker & Associates, e.
SEWAGE -PUMPING STATION
AND BACKFILL SECTION. '•#�,�re•t•'
.. --- NOT TO SCALE FIELD BOOK: Can>sultitng Engineers-- Land Surveyors-- Land Planners
DISK NAME: ACAD 259C
Q 1 �'"� P.O. Box 976 - Jacksonville, Now Carolina - 20541. -0P70
NO SCALE FILENAME: 94071 -G16 ZLF/KHW SHEET 9 OF 1 V Phone [phone] - Fax [phone]
JOB NO.: S940719-G1636B ....,,, � } ..

END BULKHEAD AT LOT
LINE. PLACE RIP RAP AT END.
WOODEN BULKHEAD. PLACE
IN LINE WITH TOE QF SLOPE.
TREE TO REMAIN.
TRIM WEST SIDE
ND AT BASE TO ACCOMMODATE PIE
AND BULKHEAD
CONSTRUCTION.
COORDINATE
WITH OWNER.
6' WOODEN WALK
TO BULKHEAD.
FLUSH WITH
GROUND. 5'
50
CORNER WALERS
INTERLOCKED
2'X12' WALL CAP
BY EXTENDING
OVER UNDER
WALERS 2'
MAX SPACING
6'
6'X6' WALI
@ 2' D.C.
ME
5.5' t
GRADE ILINE ELEV. VARIES
I i I II I{ I i I I I I I I 1 I I I I I I I
I I I I I I{ {I I I I I I I I{{ I I I I I I I
4.5't
aL�
I I i
LAP WALERS MIN 2'-0 I I I I I ( MIN 2'-3'
EVERY OTHER PILE
L-J L I LJ
I 2 INCH NOMINAL B'X8'X14'
45 MINIMUM SHEETING PILE @ 6' O.C.
NOTE; PROVIDE 6' RIP RAP BASE 5ULKHEAC> EL VATIO*'(�i V�
OF BULKHEAD TO PREVENT TOE W
---'"" EROSION AND SCOUR NOT TO SCALE
EDGE OF MARSH
k\238 r 7.6- END CONCRETE RAMP
T
,? 73 •s� ��TFR FR
2, W �q rFR 70,
5 qk � rFR
APPROXIMATE
MHW LINE
4. '5 F A- k�I y gTFR k.�
R
4 3 .� A •, k ;,0 .g F
©rs0 6 PIER
TQA EY
/ END BULKHEAD AT LOT
LINE. PLACE RIP RAP AT END.
S AREA BETWEEN
DEPRESS GRASSED
GRAVEL DRIVE AND RETAINING WALL
FOR RETENTION OF STORMWATER.
X4.7 GAP d (BOTH SIDES OF RAMP.)
`� 51
4— 8
W
Q
TEMPORARY SILT FENCE. LEAVE IN
o PLACE WHILE SITE IS CLEARED AND
Q GRADED FOR GRAVEL DRIVE. ONCE
SITE STABILIZED RELOCATE TO
WATERWARD SIDE OF RETAINING WALL
FOR BULKHEAD AND RAMP CONSTRUCTION.
w CONTACT ENGINEER FOR EXACT PLACEMENT.
4" CABC GRAVEL DRIVE.
GRADE TO DRAIN TOWARDS
0) Q . RETENTION AREAS.
28 L.F. 12" R.C.P.
DRIVEWAY PIPE
RECREATION .SPA
S I T TE-f CLAN
NOT TO SCALE
TOP OF WALL
ELEV. 5.5
1.0' ± ML W
0.0` f MLW
8'X81XI
e
.E
=L-o I I C.^ /4 -A
LIKH DETAIL
NOT TO SCALE
2" X 6" HANDRAIL
(SMOOTH EDGES
(TYP) 6»
6" X 6" PILES
(TYP)
--*-- 5. 0' 36"
2 BOLTS - 5/8" DIA. 2» X 8
THROUGH 2-2"X 8"
STRINGER FOR EACH DECKING TOP OF DECK
PILE (TYP)
) 2" X 8" STRINGERS;p EL.: 4.0
(TYP)
2" X 6" CROSS
BRACING FOR PILES MHW LINE
(TYP)
EL.: 2.0
STABLE BOTTOM
EL.: VARIES
SOLID MATERIAL
NOTE:
1. CONTRACTOR TO INSTALL PILES TO
LENGTHREQUIRED TO BEAR ON SOLID
MATERIAL WITH MINIMUM OF 4' OF
SOLID MATERIAL REQUIRED. CONTRACTOR
TO FIELD VERIFY DEPTH REQUIRED BY
PERFORMING TEST BORES AT SITE.
C01""UN I TY FIE R
CROSS - SECT I ON
N.T.S.
NOTES:
1. ALL TIMBER SHOULD BE MARINE GRADE SOUTHERN PINE PRESERVATIVELY
TREATED TO AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA)
STANDARDS C-2 AND C-18.
2. ALL FACE AND ANCHOR PILES USED IN CONSTRUCTION SHOULD BE
SPECIFIED USING TIP CIRCUMFERENCE IN ACCORDANCE WITH ASTM D-
25. PRESERVATIVE TREATMENT SHALL BE TO AWPA STANDARDS C-3 AND
C-18.
3. ALL FASTENERS AND TIE RODS SHOULD BE HOT DIPPED GALVANIZED PER
ASTM A-153 WITH 20 OUNCES OF ZINC PER SQUARE FOOT OR BE
CORROSION RESISTANT (BITUMASTIC COATED OR 300 SERIES STAINLESS
STEEL).
4. BACKFILL SHOULD BE A FREE DRAINING, CLEAN, GRANULAR (SAND)
MATERIAL.
5. MINIMUM 1 1 /2" DIAMETER WEEPHOLES WITH FILLER FABRIC AND
GRAVEL FILTER MATERIAL (1 CUBIC FOOT) SHOULD BE INSTALLED
EVERY 6' ON CENTER AT 6" ABOVE BERM LINE.
6. TIMBER SHEETING SHOULD BE TONGUE AND GROOVE.
7. RETURNS MUST BE PROVIDED AT THE ENDS OF ALL BULKHEADS TO
PREVENT THE POSSIBILITY OF FLANKING.
8. ALL CUTS, HOLES AND INJURIES TO THE SURFACE OF TREATED WOOD
SHOULD BE FIELD PROTECTED BY FIELD TREATMENT WITH COPPER
NAPTHALATE MEETING AWPA STANDARD P-8.
9. ALL TREATED WOOD PRODUCTS SHOULD BE HANDLED AND FIELD
FABRICATED IN ACCORDANCE WITH AWPA STANDARD M4-92 FOR THE CARE
OF PRESERVATIVE TREATED WOOD PRODUCTS.
10. PRIOR TO CONSTRUCTION OF BULKHEAD THE WALL LOCATION SHALL BE
STAKED OUT BY QUALIFIED SURVEYOR. THE STAKED LOCATION SHALL
BE APPROVED BY THE WILMINGTON OFFICE OF THE DIVISION OF
COASTAL MANAGEMENT' BEFORE PROCEEDING WITH THE WORK.
11. THE EXISTING LARGE LIVE OAK TREE ADJACENT TO THE BOAT RAMP ON
ITS SOUTHERN SIDE IS TO REMAIN. TRIMMING OF BRANCHES AND
LIMBS WILL BE REQUIRED. FIELD ADJUSTMENTS IN BULKHEAD
LOCATION ADJACENT TO THIS TREE WILL BE REQUIRED AT TIME OF
CONSTRUCTION. COORDINATE ALL ACTIVITIES IN THIS AREA,
INCLUDING TREE TRIMMING, WITH OWNER AND ENGINEER.
�1°'4;stx�ert#��#tt
Ira
A
PANEL B PANEL A "# a=•.=;
4" CONCRETE PANEL CAST IN PLACE 6" CONCRETE PANEL FORMED ON*��,`
WITH 6"X6"X10/10 WWM - TIE TO 6 MIL PLASTIC BOND BREAKER WITH # '`
PANEL A WITH EXTENDED REBARS. #4 REBARS 0 1'-4" O.C. EACH WAY. t
EXTEND BARS 2'-0" ON LAND END
TO TIE WITH PANEL B.
NOTE: CONCRETE TO BE 3000 PSI. BOAT RAMP DETAILS
TOP OF BULKHEAD 5.5
GRAVEL
DRIVE MEAN LOW WATER ELEV. ftjO.O'
CAPE ISLAND
TOP I ( t I ELEV. 3.OPIER
``---------� STUMP SOUND TWP., ONSLOW CO., NORTH CAROLING
12% i
I COMPACTED` "i f'``_' _ �' ..fa. z-,.h: f159; SLOPE i ISLAND DEVELOPMENT GROUP INC.
SAND BASE
-_ EXISTING 8 TTOM '
P.O. BOX 949
15' 20' CONWAY, 'SOUTH CAROLINA 29526
PANEL B PANEL A
DATE: 3-1-96 GRAPHIC SCALE: 1"=30'
SCTIOi�I �-� 0 10 20 30 .60 90
CONCRETE M TA I ,
N AL SCALE: 1 = 3Q FEET
Parker & Associates, Inc. ping Hord
FIELD BOOK: VILLA CAPRIANI SITE #2, PG. 19 Consulting Engineers - Land Surveyors Land Planners
DISK NAME: ACAD 259 1 P.O. Boa 976 - Jacksonville, North Carolina - 28541-0978
FILENAME: CAPRAMP CAS
JOB NO.: 1636B- Fax (910 SHEEr" j 10 OF 1 one [phone] F455-31
} 44