189-08 OVERSIZED PLANS

� 0 - 60)
VICINITY' MAP
(NT`.�))
DESCRIPTION
1' CONTOUR INTERVAL
5' CONTOUR INTERVAL
PROPERTY LINE
ROADWAY CENTERLINE
RIGHT OF WAY LIMITS
EASEMENT LINE
CURB & GUTTER
SANITARY SEWER FACILITIES
STORM SEWER FACILITIES
WATERLINE
FIRE HYDRANT ASSEMBLY
WATERWAYS
WETLANDS
PROPOSED LOT AND S.F.
75' AEC LINE
60' COASTAL SHORELINE BUFFER
BUILDING SET BACKS
PRIVATE SANITARY SET BACKS
LEGEND
EXISTING
....................
--------------
X
5,000 s. f.
PROPOSED
ss ss
N;A
PROPOSED
STRE
'J4 V,--_ I ' S
__DW C -_,- y1
CAMA PERMIT PLAN11
FOR
WILMINGTON, NORTH CAROLINA
AUGUST 20, 2008
I
DEVELOPE OWNER
ROBERT PARSLEY
6800 SOUTHWEST 81 ST STREET
MIAMI, FLORIDA 33143
[phone]
PREPARED BY:
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
1410 Commonwealth Drive, Unit 101, Wilmington, North Carolina 28403
tel:[phone] fax:[phone]
\,VwW.Withersravenel.com
1 " =100'
INDEX
OF SHEETS
FSHT W — 0
SHT W —1
SHT W-2
SHT W-3
SHT W-4
COVER SHEET
EXISTING CONDITIONS
PROPOSED CONDITIONS
SITE CROSS SECTIONS
REAR ELEVATION
SITE DATA TABLE
DEVELOPMENT DATA:
ADDRESS: 7621 MASONBORO SOUND ROAD, WILMINGTON, NC 28409
PROPOSED LAND USE: RESIDENTIAL
IMPERVIOUS SURFACES
ROOFTOPS - 3,320 SF
PAVEMENT - 9,491 SF
TOTAL - 12,811 SF
GE%1EPAL NOTES:
1. _ ', IANOVER COUNTY PARCEL NOS.:
_AX MAP 3145(12)-75-8668
2. TRACT AREA: 5.074 AC. +/-
3. ZONING D'STRICT: R-20
NC"E
AL_ _ IN AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE
CINILMINGTON & THE STATE OF NORTH CAROLINA
PROJECT NAME: PARSLEY PROPERTY
W&R PROJECT #: 03070670.00

STREAM IMPACTS
40 LF
WETLAND IMPACTS
471 SF (0.011 AC.)
40' TWIN
48- RCP CULVER
INV IN=-1.00
INV OUT=-11.110
CLEAN OUT
WATER METER
vf?
i
`EXISTING
ft WETLANDf
HEADWALLS,
TO BE DESIGNED
BY OTHERS
PROPOSED
ASPHALT
DRIVEWAY
W., FRANK DUCH VANAFE, ANNA MARIE DUCH
DEED BOOK 3989 PAGE 941
WETLANDS IMPACTS
1214 SF (0,028 AC.) — — — — — — — — — — — — — — — — — — — — — — — — 15' SIDE SETBACK
INV=3.75
34'-12* RCP
CULVERT
0
NOTE: ENTIRE PROPERTY FALLS
WITHIN THE 575' AEC OF AIWW
A
p
/x!3TRUCTuRE
S 6 2'2 3'0 0 "
E
364.31'
+
+ +
+
+ 2V + + + + +
+
+
4- + +
+
. . .
. .
. .
. . . .
.
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -
— TIE 8.52'
N 82'01'46" W
+
+ + + + + + + + + +
% \ +
+ + LLJ + + 0/0"­1 1
+ + + 4 + + + 41 + + + 41
........ ...
0 1001
+
+ +
+
+ + + +
PAVEMENT ENDS, -K. 00-
-,/ + + + + 011-
+ + + f +
GRAVEL DRIVE BEGINS
V) + + + + + + + + 41
0.50 AC. +
+
........... + + +
EXISTING 0
O."INV=1.80
DISTURBED LIMITS +
+ + + +
+ 0000
WETLANDS j + +
a_ + +
+
00000
+ +
+ 0,
4-
0 0
D R
PC) 000 W
. ...............
SEWER SERVICE
+
WATER SERVICE j� °''/ i
+ 01
lff//z/
551 +
. .......... ....... ......
-/ ........... /, +
4,
ff
"I .. . . . . . . .... . . . . . .
IQ-
. . . . . . . . . . . . . . +
4,(),4,
;g +
ANDS N' C61
0,1"
+
A
+ +
RETAINING
+ + + + +
0
L
+ + + A5'rAL-WFT; MQ[—:i J,"i"E ........
+ + 41 + + +
+
+ + + + +
+ + + + + + + + +
+ + D + + + + +
+ + V 0 N +'ice +
+ + + + +
+
+ +
+ Af VIE"-
+
+ + + + + +
+
+ + + +
+ + 1�- + + 1, 41 1
+ + + HW it j/ jf+ + Ni
41 +
+
41 11 +
+ +
+
+
+ + +
+ +
4.
A
2
. .... .........
W
I[- LEGEND
DESCRIPTION
EXISTING
PROPOSED
1' CONTOUR INTERVAL
.... ... .... .... ... .
5' CONTOUR INTERVAL
PROPERTY LINE
ROADWAY CENTERLINE
. .........
RIGHT OF WAY LIMITS
EASEMENT LINE
- - - - - - - -
---------
CURB & GUTTER
SANITARY SEWER FACILITIES
-SS 0
STORM SEWER FACILITIES
WATERLINE
-W-
FIRE HYDRANT ASSEMBLY
4-**-
WATERWAYS
N/A
WETLANDS
PROPOSED
PROPOSED LOT AND S.F.
x
5,000 s.f.
STREET SIGN
75' AEC LINE
iiririaiaii �Y///
COASTAL WETLANDS
30' COASTAL SHORELINE BUFFER
0/m/M/M/ MMM/W
404 WETLANDS
BUtLDIN6 SET BACKS
- - - - - - - - -
PRIVATE SANITARY SET BACKS
- - - - - - - - -
FLOW DIRECTION
7621 Masonboro Sound Rd., Wilmington, NC 28409
Designer W&R_
Scale VARIE'S
Drawn By
Date
W&R
08/20/2008
Checked By
job No.
GSP
03070670.00
STREAM IMPAC-`TS
40 LF
WETLAND IMPACTS
471 SF (0.011 AC�)
... . ....... ........
J ............
L-' , , , T L- V I , , ,
40' TWIN
48" RCP CULVERT
INV IN=-1.00
INV OUT =-1.10 T
OIL
W, PILE
CLEAN OUT SIF
0,
WATER METER . . . ..........
I /; j INV=2'80
(EXISTING
W117TI-ANR!�
DRIVEWAY ENTRANCE PLAN
1 )) =20'
PARSLEY PROPERTY
LAMA PERMIT
WILMINGTON TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
WETLANDS IMPACTS
1214 (0.028 AC.)
,INV=3.-5
34'-12" RCP
CULVERT
PROPOSED CONDITIONS
Y, LINE 3,y DEED
DRIVEWAY 5ECI
SEE NOTES
PREPARED FOR:
ROBERT P NRSLEY
6800 SOUTHWEST 81 ST STREET
MIAMI, FLORID.A 33143
5ite Development Data Table,
Project Area
222,50G 5C�- ft. (5.1 1 ac.)
Area Within 575'
AEC
222,50G 5Ct. ft. (5-1 1 ac.)
Proposed Impervious
Within 575' AEC
10,873 5C[. ft. (0.25 ac.) - 4.8910
Total Disturbed Area
22, 1 G7 5CI. ft. (0.50 ac.)
Wetland Data Table
Total Wetland Area
10 1,4G4 5CI. ft. (2.33 ac.)
Coastal Wetlands
62,533 56J. ft. (1 .89 ac.)
Freshwater Wetlands
)(5,93 1 5(5[. ft. (0.43 ac.)
Streams
494 If
Proposed Wetland
Impact
I G85 5q. ft. (0-04 ac.)
F'rOP05ed Stream
Impact
40 LF - 348 5C[. ft. (0.01 01C.)
Un-Impacted
Wetlands
99,779 5q. ft. (2.29 ac.)
Un-Impacted 5treams
454 If
GRAPHIC SCALE
40 0 20 40 80
I I I
15me!kme!%E I
1 inch = 40 ft.
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
1410 Commonwealth Dr., Unit 101, Wilmington, North Carolina 28403 tel: [phone] fax: [phone] www.withersravenel.com
Sheet No.
W-2

RETAI
WALL
PAV
CROSS SECTION A -A
16' WIDE PROPOSED
DRIVEWAY
PROPOSED PROPOSED
HEADWALL GRADE
I I II-III-111� III
El I M1 I Mi I I PROPOSED
40' TWIN 48" RCP HEADWALL
CULVERT @ 0.3%
(INVERT IN=-1,00 EXISTING GRADE
INVERT OUT=-1.10) (ELEV=O)
-7,
T
..........
..... ......
1 FE
T" .... ........ . ....
1 1EI 11:7— 1 lz;; Ff
r:-7
11 1�7 7. Ll
JJJ
CROSS SECTION B-B
LEGEND 11
DESCRIPTION
EXISTING
PROPOSED
1' CONTOUR INTERVAL
.... .... .... .... .... ..
5' CONTOUR INTERVAL
PROPERTY LINE
ROADWAY CENTERLINE
RIGHT OF WAY LIMITS
EASEMENT LINE
- — — — — — — —
---------
CURB & GUTTER
SANITARY SEWER FACILITIES
SS 0
STORM SEWER FACILITIES
WATERLINE
W
FIRE HYDRANT ASSEMBLY
ell
WATERWAYS
—
N/A
WETLANDS
—
PROPOSED
PROPOSED LOT AND S.F.
x
5,000 s.f.
STREET SIGN
75' AEC LINE
COASTAL WETLANDS
30' COASTAL SHORELINE BUFFER
404 WETLANDS
BUILDING SET BACKS
- — — — — — — — -
PRIVATE SANITARY SET BACKS
- — — — — — — — -
FLOW DIRECTION
16' WIDE F
DRIVEWAY
PROPOSED GRADE
EXISTING
GRADE
EXISTING
GRADE
DRIVEWAY 5ECTIC1\
SEE NOTES
WETLANDS IMPACT
A�
CROSS SECTION C-C
CROSS SECTION D-D
4" BRICK
VENEER
I" AIR SPADE
1/2" 6T-RWrLF'AL
WALL 6HEATH1W--)
'Z x4 PLATE
5"xl6" ff6k)NPAT16N
VENT
AIR SPADE
HORIZ PLFIO—WIRE
FOR STRLVTLFAL 6OtV
EVERY OTHER 60LRSE
WEEP MOLES
W/i!M6E r--LA5H1W-7
945" 0. C.
?x4 6TLPS @W' o.c.
R-15 1146LLATION
1/1" DRYWALL
15A5f- MOLD
FINISH FLOOR
R-19 1146LLATION
E JOIST AND RIM f5AW
PER ENGINEERED PWCI.
...................... * ........................................
'I x(o SILL
j:.....T 2x6 P.T. siu
5/5" PIA. ANCHOR 15GLr w/i?.-, Hoor,
W/?"x*l"xl/V' WASHER ftv"O.c, AND
T FROM CORNERS CONT. THRU GAP
PLATE .& .TIED .TO f=00r]Wv STEEL
(?)#5 REDER
CONTINVUS '
RETAINING WALL DETAIL
SCALE: I" - V-0"
Date I B
Designer W&R
Scale N. T. S,
Drawn By
Date
W&R
08/20/2008
Checked By
job No.
GSP
03070670.00
PARSLEY PROPERTY
CAMA PERMIT
WILMINGTON TOWNSHIP NEW HANOVER COUNTY 'NORTH CAROLINA
SITE CROSS SECTIONS
PREPAkED FOR:
ROBERT PARSLEY
6800 SOUTH\\ F ST 81 ST STREET
MIAMI, Fit )RIDA 33143
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
1410 Commonwealth Dr., Unit 101, Wilmington, North Carolina 28403 tel: [phone] fax: [phone] www.withersravenel.com
Sheet No.
W-3

RETAINING
WALL -
7671 Ma nnhnrn Sniind Rd.. Wilminofnn. NC M409
WX
12
12
I'�- - - M-4
£ ss £i s s• s
3
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STAIRS TO BE ADD E D AS
NECCESSARY TO A 1)JUS71-
TO TOPOGRAPHY
No. Revision
Designer
W&R
Scale
Drawn By
Date
W&R
08/18/2008
Checked By
Job No.
GSP
03070670.00
PARSLEY PROPERTY
CAMA PERMIT
WILMINGTON TOWNSHIP NEW HANOVER COUNTY
NORTH CAROLINA
REAR ELEVATION
L
PREPARED FOR:
ROBERT PARSLEY
6800 SOUTHWEST 81 ST STREET
MIAMI, FLORIDA 33143
WITHERS & RAVENEL
ENGINEERS 1 PLANNERS I SURVEYORS
1410 CommonAealth Dr., Unit 101, Wilmington, North Carolina 28403 tel: [phone] fax:[phone] www-withersravenel.com
Sheet No.
W-4