HomeMy WebLinkAbout102-12 OVERSIZE PLANS 2West to
Intersection w/
Hwy, 58 ® Cape
Carteret NC Hwy. 24
J
m berw
Red Barn n
d St
Road h'ardwick �n
Co//eton
S9' Cannonsgate
a
oc Cannonsgate Dr.
Greenhill
Place
Back St. SITE-
Vicinit Ma NTS
y p � )
General Notes
• This plan document for NCDENR-DCM CAMA
Permitting Purposes ONL Y
• Other design and permitting, including, but not limited
to, architectural and structural to be provided by
others
• Owner & Contractor responsible to ensure that
drainage related &/or other unintended adverse
impacts to adjacent properties do not result from the
project construction.
• Owner & Contractor responsible to ensure project &
all elements thereof are consistent with owner's
intended uses.
• Owner & contractor responsible for project compliance
with all applicable Building, Safety, Accessibility &
other Codes, Regulations and Standards, including
setbacks, built upon area, etcetera.
• All dimensions, locations, utilities, et cetera to be
carefully verified by owner and contractor prior to
structural or other further design &/or construction.
• Contractor responsibility to inspect site and identify
field conditions and related project cost implications
thereof.
0
6" OAK
Proposed
Retaining Wall
Total Length N 260'
Survey & Base Map Provided By:
Bell & Phillips Surveying, PLLC
6044 CEDAR POINT BLVD. CEDAR POINT, N. C.
28584 TELEPHONE: (252) — 393 — 6101
EMAIL: abellsurveying@tcp2.com Nc
GRID PER
LOT WITHIN 575' ORW ZONE e{f.8, 30, PG• 780_
780
NOTE: LOCATION OF NORMAL HIGH WATER
AND COASTAL WETLAND LINES AS APPROVED
BY DCM ON 01/27/10. \
COASTAL WETLAND LINES)
REVISED: 01128110 (ADD NORMAL HIGH WATER & E.GP.
REVISED: 08103/10 (ADD NEW WETLANDS LINE) ��
NOTES: SETBACKS SHOWN PER
M.B. 3O, PG. 780-790 i S
BUILDING AREA IN FLOOD ZONE VE 00 01
PER FIRM: 370043 6305 J�
DATED: 07-16-03
THERE IS A 10' UTILITY EASEMENT ALONG
THE FRONT OF ALL LOTS. /1., hich,
THE R/W OF ALL STREETS ARE DEDICATED ( `S8' *414
AS UT/L/TY EASEMENTS. QL
I
PER M. B, 30, PG. 780— 79G
REFERENCE:
LOT 437, PHASE ONE
"CANNONSGATE AT BOGUS SOUND"
M.B. 30, PG. 780— 790 I ��
CARTERET COUNTY REGISTRY `--_
a�4 54l sf (0.012 AC`
10' Wetland Fill Arec
10
1 } r{ µ+ +
1.5ft Roof + Dwelling { {* '� t
+ } 1 50'
Overhang 3,
TYP) � pdr`vious
( _ '
�i! Y
+ M1 K
iIT
* h
+ {
to'
h u *
+ h+
50.0'
+ ' Proposed
Driveway
.0
{ ''* &Turn
Around
+ d N2,379sf - 15.5sf (0.00035 AC)
+
4y + <
p + a
Wetland Fill Area
}� r
(R/W)�
wY 3 •!
i R3O'
EoP
81
{� h
B end
Proposed Cut Area
+++
Proposed Fill Area `
DIMENSION PLAN
1 "=20'
;436�
FIRST TROY SPE, LLC
DB: 1404
PG: 262
0.291 AC
1.5ft Roof
Overhang
(TYp)
N
N
,W4
LO
O
00
2
o II 6Propose)
Conc.
Drvewa)
dTurn
Around
92,e
7
E•l. W.M.
7 w. 64I
N 83'52'42' 6.
40.00
afst.
GREENHILL PLACE Elev, s.Ta to, U.E + 5.7
(4 0 ' PR/ VA TE R/W) + 6' 6.0
EOP .6
+ 3. 6
LR/6�-------__6.3
/ 6.0
3G
N 06*09'1 1 V
1 7.75'
Development Process Planning and Permitting by,
COASTAL PLANNING SERVICES, INC.
Kathy B. Vinson, AICP
Comprehensive Land Use Planning and Development Assistance
P.O. Box 827 Office 252.354.4916
Morehead City, NC 28557 Fax 252.247.5875
11-1
ZONE AE(9.0)
3.6
Located 8-3— IC
Proposed Driveway
do Turn Around
+ 3.8
��5
6" TWIN OAK
�1
Final Structural
Design by
Others
Proposed Dwelling
Proposed 8'X8"
P.T. Piles
Breakaway
Wall as
required
Nv
5
N I)
II
0
Embedded 8 "x8
P. T. Piles
Section A -A
1 " = 10'
14,38)
SUNTRUST BANK
OB: 1345
PG: 142
0.482 AC
Proposed Dwelling
Proposed 8'X8 "
P. T. Piles �
II II II II
II II Il II
Existing ProposedGrade
Grade (Dwelling
Section B -B
1 " -- 10 '
E.LP.
- 0.0�`��
Existing
Grade
LEGEND
Coastal Wetland
\I , 404 Wetland
/6" Existing Contour
Proposed Contour
2•9.+, Existing Spot Elevation
----;jj Proposed Spot Elevation
GRAPHIC SCALE
0 10 20 40
( IN FEET )
1 inch = 20 it.
II II II II
II II II
Embedded 8 "x8 "
P.T. Piles
Proposed 4 "
concrete slab at
driveway and
beneath dwelling
Breaka way
Wall
Proposed 4"
concrete slab at
driveway and
beneath dwelling
Proposed
• c' �c Grade
CQ
f
f
II
i
Proposed
Retaining Wall
Proposed Cut Area
Proposed Fill Area
R/W — Right —of —Way
C/L — Centerline
eop — Edge of Pavement
WM — Watermain
ISS — Iron Stake Set
ISF — Iron Stake Found
IPF — Iron Pipe Found
OPP — Power Pole
- I — Light Pole
aeo — leotric Sox
�- — Water Meter
® — Water Valve
437 — Lot Number
M.B.L. — MINIMUM BUILDING LINE
C.O. — CLEAN OUT
E. I. P. — EXISTING IRON PiPE
N. P. — NEW IRON PIPE
so
\\
Proposed Wetland Fill Area
1P2 Wetland Impact Area
Proposed
Grade
(Drive way
Proposed Cut Area
Proposed Fill Area
rr
Existing
Grade
REVISIONS
6107/2012 PER CAMA (adjoiners,
fill acreage and section)
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DATE: 2/14/2012
PROJECT:
09-037
DRAWN BY: JF
SHEET:
1 /1
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