124-96 Oversized Plans Island Development Group LLC

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LO
BUILDING
ENVELOPE
(TYP.) —
N/
�J �-.4-
20
MASON (-;REFI'\
T 7
Cr
-1w
7 1996D
.ji'i OF
CCDAS-i IL IWANAGEMENT
REV. 05/03/96-KHW-MOVED ENTRANCE ROAD
SEA DUNES
VILLAGE
30, PG. 1 '17
4LLIUAIIDP PAY
COMMUNITY PIER ---
ANP rA7F90
N.C. HWY 172
ATLANTIC INTRAC(DASTAL WATERWAY
C6 z
X
�INITffRNA"CWOM,At,$.,TtfAlF.L. WATERWAY
<
S1 TE
N.C.S.R. 1568
RECREATION
1.5 MILES
AREA WYNDY
MEAN HIGH EMERALD DUNES
WATER LINE DUNES
VILLA
CAPRIANI
G- A N A L. BOAT RAMP
(T YP VICINITY SKETCH
NOT TO SCALE
j 0
0
49
R-20 MINIMUM CRITERIA:
LOT WIDTH -
LOT SI ZE -
MAX. HEIGHT
CAROLINA TELEPHONE SETBACK --
& TELEGRAPH COMPANY FRONT
D.B. 979, PG. 434 SIDE LOT 1
M. B. 19. PG. 2j REAR
M.C. YOPP HEIRS PROPERTY SIDE STREET -
ZONE A8
13',
(EL. 7)
WYOY DUNES
FLOOD ZONE LINE
d r \
12
WYNDY DUNES
M.B. 32, PG. 41
R-5 ZONE
FIR OCEAN ACCESS-J
00000,
PARKING AREA
Elp
\ - - ' \ 16 ISLAND DEVELOPMENT �'``- _ /
GROUP, INC.
D,B 1194, PG, 83
R- -5 ZONE
WYNDY DUNES
M.B. 32, P G. -41- PRINTED cs- Q u -9 u --gs 4
\ _P-5 ZONE
PARRER & ASSOCIATES ZNC
CONSULTING ENGINERM LAND SURVITORS IJM PLAIMM
P. O. BOX 976 JACX20NVII43 INC SIM-070
DISK NAME: ACAD 259C
- /
FILENAME: CAPEPPLT.D-WG
JOB NO.: C940719-C163613
ZLF/KHW
SHEET
2
OF
10
75'
20, 000 SF
MIN, 15,000 SF UPI~ ANDS-
45'
30'
lot
10'
20 9
NOTES:
1, CONSTRUCTION PERMITTED INSIDE
BUILDING ENVELOPES ONLY,
2. FOR MORE INFORMATION ON LOTS
SEE PRELIMINARY PLAT.
IVE7
�: `�r 9mm' 1 Ilk'N I
ju
CAPE ISLATND
STUMP SOUND TWP-, ONSLOW CO., NORTH CAROLINA
ISLAND DEVELOPMENT GROUP, INC.
P.O. BOX 949
CONWAY, SOUTH CAROLINA 29526
DATE: 2-22-96 GRAPHS SCALE: 1--1QQ'
0 50 100 200 300
SCALE: 1 100'
F-EE'T
Parker & Associates, Inc. JDg 1ort
ConsulUng Engineers Land Surveyors - Land Planners
P.O. Box 976 Jocksouvfile, North Carolina 218541-0976
Phone [phone] - Fax [phone]

DRAINAGE DATA CHART
AREA
010
DIAMETER
GRADE
LENGTH
Q10 OUTLET
PIPE
(ACPVS)
(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
Pap
Scour
Pad
at
Outlet
D
0,75
2.7
15
0.004
44
3,56
Rip
Pap
Scour
Pad
at
Outlet
Q=CIA
110=7,17
In/Hr,
All Pipes
Reinforced
Concrete
C = 0.5
Sediment
Trap
# I
# 2
# 3
# 4
# 5
# 6
# 7
# 8
# 9
# 10
SEDIMENT
TRAP CHART
Disturbed
Volume
Size
Area (Acres) (Cubic Yards)
(Length x
Width
x
Depth)
0,30
20
20'L
X 10'W
X
3'D
0,30
20
2 0 'L
X 10'W
X
3D
0.47
30
28'L
X 10'W
X
3'D
0,30
20
20'1-
X 10'W
X
3'D
0,50
35
30'L
X 12'W
X
3'D
0.15
10
14'L
X 7'W
X
3'D
0.15
10
14 , L
X 7'W
X
3'D
0,24
16
18'L
X 8'W
X
3'D
0,38
30
28'L
X 10'W
X
3'D
0120
15
17'L
X 8'W
X
31D
0,40
30
28'L
X 10'W
X
3D
NOjEj.,
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
TO PROJECT FROM NCSR 1568.
COMMUNITY PIER
AND GAZEBO
(NO BOAT SLIPS)
6' *RDE X 100' LONG
WITH 10'XI0' GAZEBO
MASON CREEK
17
SEA DUNES
-- VILLAGE
M,B, 30, PG. 127
REV. 05/03/96— KHW— MOVE ENTRANCE ROAD, DRY HYDRANT, ADD 24- RCP
ALLIGATOR BAY
I
WYNDY DUNES
M.B. 3 2, PG. 41
R-5 ZONE
ATLANTIC INTRACOASTAL WATERWAY
N.C. HWY 172
C6
Z
/PO
<
I N TR A. C OW A IS T A LL- WATERWAY
S1 TE
)L1.5
MILES
RECREATION
AREA
MEAN HIGH
N.C.S.R. 1568
DY
HIGH WA TER LINE
STORMWATER
YDRANT
)MPUTATIONS
MAC H
1�,IATEP LINE
EMERALD .,ev— DUNFS
0GC.11110'',
DUNES VILLA
CAPRIANI
BOAT RAMP
T Y VICITN'rl'"' Cly
714—
F. T F
NOT TO SCALE
SFM - SEWAGE FORCE MAIN
OMH - MANHOLE
SEE SHEET IQ OF IQ
SS - SANITARY SEVER
48
FOR RECREATION AREA
RCP - REINI~ ORCED CONCRETE PIPE
44 L.F.
DETAILS
0% RCD - ROCK CHECK DAM
INV. INI
15" R.C.P.
RRSP - RIP RAP SCOUR PAD
3.8
28 L.F. 12" R.C.P.
ST - SEDIMENT TRAP
DRIVEWAY PIPE FOR
BOAT RAMP ACCESS
j(D FH - FIRE HYDRANT
as GV - GATE VALVE
- PROPOSED SPOT ELEVATION
57 - EXISTING CONTOUR
4.
SWALE
- PAINTED TRAFFIC, FLOW ARROWS
- DRAINAGE FLOW ARROWS
RSP
EcM-
PIPE DESIGNATION
/
IP
SEE PR, AINAGE PIPE CHART
._ WATER MAIN
INV. OU
3.6
55
WETLANDS LINE
PROPOSED CONSTRUCTION ITEMS
ITEMS ARE BOXED
SILT FENCE
PARKING AREA
IP
I
WYq6Y DUNES
WYNDY DUNFS
M. B. U, PC. 41
R-5 ZONE
DISK NAME- ACAD 259C
FILENAME: CAPEGEN,DWG ZLF/CAS
JOB NO.: C940719—G1636B
CAROLINA TELEPHONE
& TELEGRAPH COMPANY
D.B. M, PG.
LOT 1
M.B. lk PG. 21
M.C. YOPP HEIRS PROPERTY
I
ZONE A8
(EL. 7)
SHEET 3 o OF 10
ISO
F99.5W
EARTHEN BERM
SY INDIMDUAL LOT
OWNERS. SEE COVENANTS,
EXIST. GROUND 6" MIN.
2' (MIN)
EARTH b BEE DLTAIL
NOT TO SCALE

2,XIP* WALL CAP
6'X6' WALE
R 21 01c.
CORNER WALERS INTERLOCKED
BY EXTENDING OVER UNDER VALERS 2'
A MAX SPACING
MIN -11 MTn' 1-16r, ' eR
HT WAL
GRADE LIME ELEV, VARIES I
T--T--T-- I I I [ I
5.5' �f
4.5' 1
LAP WALERS MIN 2'-O't MIN 2 -3'
EVERY OTHER PILE
L -J L -J L J--
I3'X8'X14'
2 INCH NOMINAL PILE R 6' O.C.
A451 MINIMUM SHEETING
MUTE, OF BULKHEAD TO VIDE 6' PREVENT RIP RAP AT OE BASE > Fw�F=VATIION V1
T
EROSION AND SCOUP NOT TO SCALE
'TOP OF WALL
ELEV, ""-p -j
1,0' 1 MLW
81XPIXI
6
4
2
0
-2
-4
DAnw ELEV
-500
0(
--d
V= (.0 1 1 `WIN 06N - 06N
AI
BULKHEAD DE TAll,
NOT TO SCALF'.
F
("RAVEL
DRIVE
END BULKHEAD AT LOT
LINE. PLACE RIP RAP AT END.
WOODEN BULKHEAD. PLACE
IN LINE WITH TOE OF SLOPE,
TOP OF WALL ELEV. 5.5
TREE TO REMAIN. TRIM WEST SIDE
�ND AT BASE TO ACCOMMODATE PIER
AND BULKHEAD CONSTRUCTION.
COORDINATE WITH OWNER.
3' WOODEN WALK TO BULKHEAD.
FLUSH WITH GROUND.
PANEL B PANEL A
4" CONCRETE PANEL, CAST IN PLACE 6" CONCRETE PANEL FORMED ON
WITH 6"WX10/10 WWM - TIE TO 6 MIL PLASTIC BOND BREAKER WITH
PANEL A WITH EXTENDED REBARS, #4 REBARS 0 1--4- O.C. EACH WAY,
EXTEND BARS 2'-Om ON LAND END
TO TIE "TH PANEL B.
TOP OF BULKHEAD 5.5
MEAN LOW WATFR ELEV.
Owev O.0'
TOP
OF PIER
`.'. -�-�
Ti
ELEV.
3.0
27.
il!!!1111 lo
COMPACTED SLOPE
SAND BASE
20
PANEL 8 PANEL A
Ir-
0
cV
z
04 cr)
r1f)
+
CIO 10'Y10' GAZEBO z
V)
TOP OE DFCX--
ELEV. 4.0
TOM -
In
00
CID
00
CD
(D
0
0+00 1+00 2 + 0'7
PROFILE VIEW
PROPOSED PIER
LOTS 32-33
SCALE: 1$t=4f
It-t- vii
4+67.81
APPROX. WATFP I-FVFL
eo x4,7
7
0
15,
0
EDGE OF MARSH
J(9 t t. 6, END- CONCRETE RAMP
4
0121 0)
NN 0
0
A-
0
,Q)
44,4 3' PIER
.5
12' WIDE CONCRETE
OAT RAMP
501
TEMPORARY SILT FENCE. LEAVE IN
PLACE WHILE SITE IS CLEARED AND
GRADED FOR GRAVEL DRIVE. ONCE
SITE STABILIZED RELOCATE TO
WATERWARD SIDE OF RETAINING WALL
FOR BULKHEAD AND RAMP CONSTRUCTION.
CONTACT ENGINEER FOR EXACT PLACEMENT.
4" CAI C GRAVEL DRIVE.
28 L. F. 12" R.C.P.
DRIVEWAY PIPE
517E P-I-AN
NOT TO SCALE
FIELD 800K: VILLA CAPRIANI SITE #2. PG. 19
DISK NAME: ACAD 259
FILENAME: CAPERAMP CAS
JOB NO.: 16368
APPROXIMATE
MHW LINE
END BULKHEAD AT LOT
LINE. PLACE RIP RAP AT END.
TOP OF WALL ELEV. 5.5
SHEE; 10 Or ;.0
1-0- 6.0'
2" X 6" HANDRAIL
SMOOTH EDGES)
TYP)
6" X 6" PILES
(TYP)
2 BOLTS - 5/8" DIA, 2 " X
THROUGH 2-2"X 8" DECKING i
STRINGER FOR EACH
PILE (TYP)
X 8" STRINGS
(TYR)
36-
TOP-OF DECK
2" X 6" CROSS ­- I
BRACIN-G FOR PILES MHW LINE
(I YP)
EL.: 2.0
STABLE BOTTOM
EL,: VARIES
SOLID MATERIAL
NOTE:
1. CONTRACTOR TO INSTALL PILES TO
LENGTH REWIRED TO BEAR ON SOLID
MATERIA( WITH MINIMUM (-,,f V OF
SOLID MATERIAL REQUIRED, CONTRACTOR
TO FIELO VERIFY DIEPTH REQUIRED 8Y
PERFORMING TEST PORES AT SITF,
NOTES:
1. ALL TIMBER SHOULD BE MARINE GRADE SMIrMERN PRE-SER'Y"A'VIVELY
TREATED Tr- AMERICAN Vv�-:00 �R-SFRVERS ASSOCIATION (AVWA)
STANDARDS C-2 AND C-18.
2, ALL FACE AND ANCHOR PILES USED IN CONSTRUCTION SH06 LID RE
SPECIFIED USING TIP CIRCUMFERENCE IN ACCORDAW-F "TH. A1,SIM D-
25. PRESERVATIVE TREATMENT SHALL BE TO AWPA STANDARDS C-3 AND
C-18.
3. ALL FASTENERS AND TIE RODS SHOULD RE HOT GIPPED OIALVAN17V). PER
ASTM A-153 WITH 20 OUNCES OF' ZINC PEP 500ARE FOOT OF BE
CORROSION RESISTANT (BITUMASTIC COAT`FP OR 300 SERIES STAINLESS' -
STEEL).
4. BACKF1LL SHOULD RE A FREE DIPAINING, C11-AN, GRANULAR (SAIND)
MATERIAL.
5. MINIMUM 1 1/2' DIAMETER WFIEPHOLES WITH FjL'IfR FABRIC AND
GRAVEL FILTER MATERIAL (I CUBIC FOOT) SHOtitO BE INSTALLED
EVERY 6' ON CENTER AT 6" ARCIVIE BERM LINE,
6. TIMBER SHIFIFTING SI-ICK)LID BE T()N0,JE AND GROOVE.
7, RETURNS MUST BE PROVIDED AT THE ENDS, OF AI...I. P1,ULVHEADS To
PREVENT THE POSSIBILITY OF FLANKING,
8. ALL CUTS, HOLES AND INJURIES TO THE SURFACE. OF 'TREATED WOOD
S140VLD BE FIELD PROTECTED BY FIELD TREATMENT WITH COPPER
NAPTHIALAT'f: MEETING AKIA STANDARD P---8.
9. ALL TREATED W(,)fV PR0fYJC'M. SHOULD RE HANDUFD AND MD
FABRICATF0 IN A0."ORPANCE WITH A STANI)AP0. M4-92 FOR THE CARF
OF PRE-SfR'v/AI1VE rPEAIED W()OD PRODUCTS.
10. PRIOR TO 0044STPUCTION OF 8ULKHF`A0 THE WALL LOCATION `"HALL. 13-F
STAKED OUT BY QUALIFIED SURVEYOR. THE STAKED LOCATION SJ-41AL.L.
BE APPROVtO BY THE W041NCTON OFFICE OF THE DIVISI(744 OF
COASTAL MANAGEMENT OrTOPF PROCEEDING WITH TT -IF` WORIK-
11. THE EXISTING LARGE LIVE OAK, TREE. AIDJACENT TO THE BOAT RAMP ON
ITS SOUTHERN SIDE IS TO PEMAIN TRIMMING OF BRAN AND
LIMB'S WILL BE, REQUIRED, FIELF-) ADS JSTMIENTS IN BULKHEAD
LOCATION ADJACENT TO THIS PREL WILL BE REWIRED AT 'TIME OF
CONSTRUCTION. COORDINATE AI..L ACTIVITIES IN THIS AREA,
INCLUDING TREE TRIMMING, WITH OWNER AND ENGINEER,
tof
B OAT RAM" DE"AlUS'
VA
I T "a'
T
STUMP SOUND TW., ON LOW CO., NOCR-rfi CAFZOLINA
'r T
ISI-ILAND T Ga-�uupl
P.0, BOX 949
CONWAY, SOUTH CARD IANA 29526
GRAPH r 4"
.I!. � -ALwf--- 1.
DATE: 3-1-96 X-5fis .- -1-11-1,Q-
0 40 80 120
SCALE- 1 4 0' F EE
7-)
arker k Asssociates, bico
Consulting Engineers - I^Ytd Survoyor. s - fAnd Planners
P.O. Box 9,76 - Jackfoonville, North Carolina -- 2P544-0976
Phone (910) 0,65-2414 - Fw-j (910) 455-34411
91