20211635 Ver 1_House Reversed Decks over Wetlands Site Plan_20220120

NORTH CAROLINA
NEW HANOVER COUNTY
1, MICHAEL N. UNDERWOOD, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
UPERVISION I- ROM AN AC7UAL SURVE) MADE UNDER MY SUPERVISION
EPTFZ LAZA TA RA ` Os' ■(S
URVEYED ARE SHOWN BY BROKEN LINES PLOTTED FROM INFORMATION
A
S -ci'. r PFA Dsi gNi: R Ll T
44Y ORIGINAL SIGNATURE, LICENSE NUMBER AND SEAL THIS 10TH DAY OF
Pd1ES OR CONVEYANCE
MICHAEL N. UNDERWOOD, P.L.S.
LICENSE NUMBER L-2962
SEAL OR STAMP
© 2021 MICHAEL UNDERWOOD AND ASSOCIA TES, PA
NOTES:
1.) A PORTION OF SUBJECT PROPERTY "DOES" LIE WITHIN A SPECIAL FLOOD
HAZARD AREA AS DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT
AGENCY. SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA
HAVING A ZONE DESIGNATION "X"(OTHER AREAS OF FLOOD HAZARD).
"AE"(EL 11), "AE"(EL 12). "VE"(EL 13). BY THE FEDERAL EMERGENCY
MANAGEMENT AGENCY (FEMA), ON PANEL No. 2086, FLOOD INSURANCE
RATE MAP NO. 3720208600 K, WITH A MAP REVISED DATE OF
08/28/18, FOR COMMUNITY NO. 370523, IN TOWN OF OAK ISLAND OF
BRUNSWICK COUNTY; STATE OF NORTH CAROLINA, WHICH IS THE
CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH
SAID PREMISES IS SITUATED.
2.) FEMA NOTE: A PORTION OF SUBJECT PROPERTY IS LOCATED WITHIN
LIMIT OF MODERATE WAVE ACTION(LIMWA)
3.) REFERENCE: SURVEY AND MAP SUBJECT TO ANY EASEMENTS OF
RECORD; INFORMATION THAT WOULD BE DISCLOSED BY A CURRENT TITLE
OPINION.
4.) SETBACKS SUBJECT TO REVIEW BY RELEVANT PARTIES INVOLVED.
5.) ALL DISTANCES ARE GROUND HORIZONTAL.
6.) NO N. C. G. S. FOUND WITHIN 2000'.
7.) PROPERTY ADDRESS: 4021 Barnes Bluff Drive SE
8.) PARCEL ID: 236EB029
SURVEY REFERENCE
BOOK 1266 PAGE 1293
MAP CABINET 20 PAGE 78
MAP CABINET 20 PAGE 277
LEGEND:
E.I.P. EXISTING IRON PIPE
E.1. R. EXISTING IRON REBAR
P.C. PROPERTY CORNER
I.P.S. IRON PIPE SET
N.P.S. NO POINT SET
R/W RIGHT -OF- WA Y
N.H. W.L. NORMAL HIGH WATER LINE
PROPOSED IMPERVIOUS AREA
HOUSE: 2,778± Sq.Ft.
DRl VEWA Y.• 1,825± Sq.Ft.
COVERED PORCH(2): 811± Sq.Ft.
TOTAL: 5,414± Sq.Ft.
MAX:: _, f Sq.Ft.
SETBACKS:: BARNES BLUFF ARCHITECTURAL CONTROL COMMITTEE(BBACC)
STATEMENT OF ARCHITECTURAL STANDARDS AND POLICIES REVISED
FEBRUARY 2014: 10' BETWEEN STRUCTURES
REVISION
/2\ REVISION
REVISION
REVISION
REVISION
REVISION
// \ REVISION
REVISION
4 \ REVISION
REVISION
» REVISION
03/10/21: ADD N. H. W. L. and 60' SETBACK
ADD BUILDING SETBACKS
04/20/21: ADD WETLAND AND COASTAL WETLAND LINES
05/04/21: PLOT PLAN 1ST ATTEMPT
05/25/21: WETLAND FLAGS "A8"
07/13/21: PROPOSED RETAINING WALL
07/26/21: NEW FOUNDATION PLAN
07/28/21: PLOT PLAN
08/24/21: FRONT LOAD DRIVEWAY GARAGE
CALCULATE ELV.: 7' FILL CUBIC YARDS
09/01/21: CALCULATE WETLAND IMPACT AREA
10/19/21: REVISE WALL CALCULATE WETLAND IMPACT AREA
01/13/22: REVERSE PROPOSED FOUNDATION PLAN
REMOVE RETAINING WALL
GRAPHIC SCALE: 1 "=20'
20
0
20
40
60
BOUNDARY, TREE, TOPOGRAPHIC SURVEY and PLOT PLAN FOR:
WESLEY E. SUMMER, and wife SHEILA J. SUMMER
LOT 29
BARNES BLUFF SUBDIVISION
SMITHVILLE TOWNSHIP BRUNSWICK COUNTY
NORTH CAROLINA
Client:
Carson Lawrence Managing Partner
LRES Assoc. Mgmt.
1226 N. Howe Street
Southport, NC 28461
910.454.0700
-7
N30
0_,
CP
v����
-�� I 1
1
1J
MEI
i
OMR
uS
LOT 30
BARNES BLUFF
M.C. 20 PG. 277
N.P.S.
CW8 "
E VE(EL 13)
FLOOD Z� AE(E1- 12)
�FE00D ZONE
3„£'S, l7.i7£'N
rn
00
v
FLOOD ZONE AE(EL 12) LIMWA LINE
_,,Em,.NNE„umsi 1 iI i mnii. imm
FLOOD ZONE AE(EL 11)
224.07'
E.I.P.(1.5'±
SOUTHEAST
FROM P.C.)
FIRE HYDRANT
with WATER VALVE
9 S` FF��F'9N
20 Ac 8q�'QJ
bOVELL3S ON1071118 30/S
A13 x 4.57
IIMIMIII
N.P.S.
N.P.S. --
MARSH AREA
CW7
LOT 29
1.21± ACRES
(TOTAL)
119.6'
COASTAL
WETLAND
FLAGS "CW"
(TYPICAL)
/
/
WETLAND
FLAGS "A"
(TYPICAL)
►}7 x 5.41 - �- - 5.93
A9/
Gyq TF/�
�q
1.80
\�a
4.56 )<
CW5��''`_ I
x�'7� - I
A5°� --
_-AEC CAM_ L_� I O'�y/.
- A6
CW6
3.56 x--
\� x
-17
N 4.76 ••
•
-� x 4.04 ``eS" /
�°cw1
A1
3.01
4.70
8'
4.80
x
•
>A7 / `\
i
N.H. W.L.
DATE:: 03/09/21
BLUE PIN FLAGS
(TYPICAL)
•
cW2
2.7 j\\-A2
�i/4.56
Q1
x
° 9.92
87
•
•
12.5'
22"18"18-0AK(3) 0\
l' 10 015\ OAK x 8.55 x
y y \
/ / x 9.35 \ ,
.oi /
_x A1X 71 \
---554-29!46"E----34:94'L c 7.56 __-
------ ---$-XS16--
8.44 ------ f
8.46
FLOOD ZONE AE(EL 11)
FLOOD ZONE X(OTHER AREAS OF FLOOD HAZARD)
FLOOD ZONE X(OTHER AREAS OF FLOOD HAZARD)
FLOOD ZONE X(OTHER AREAS)
8.87
x 8.58
-9:32- - -
9.35
x
9.78
BENCHMARK
MAG NAIL
ELV.: 10.42
145.12'
10.73
of- Ft
11.98
/
•
2.9 EEMM
CW3
rA-3
it\
x 2.6 ' /
A4/CW4 / /
2.65 x3.813 G
2.89 x
/4/7294C0�STek
/
/
130� AEC \
I GET_ TED--
x 4.10 to
WETLAND
FLAGS "A"
(TYPICAL)
/5.14 i \
x ,%
/
/
/
PROPOSED
WETLAND STAIRCASE -
FLAGS "A8"
(REVISED)
//
\
z
/ / 7.90
J
\
20"PINE
x7.59
o
- x 9 46 - 12"OAK�� �\
3„ZZ, lt.ti£'N
I.P.S.
P.O.L.
/ 8"OAK
/
/ PROPOSED 8 OAK \ ��
/ / / \ / FOUNDATION 9.13 x 0 9 53 x\
/
x 5.66
LOT 28
A10 / /
O -- // \
I / X
/ / 8.14 /
/
v
d� \ /x 8.10
\ 7.70 /
VANESSA DR
ANDERSON DR
-J
MINNESOTA DR
OQUIINN BLVD
H FACTORY RD
cr
MINITY MAP NO SCALE
FLOOD ZONE VE(EL 13)
FLOOD ZONE AE(EL 12)
PROPOSED
HVAC PLATFORM
°� 8
�jI ° r
/� o x10.10 V \ / 8.90
- - - - - - a - J /
/ / 20TFR0�lT BUILDING y / 012"0AK(2) \ "�
/ I / SETBACK
"�;; L / 1< 9.04 ° LIMWA LINES s�6` 8.96 POWER
/�ii�ii�ii� now ;Rib ii_li is l POLE
/x 6. I \ 9.99
x
10.81
LIMWA LINE
R/W
BARNES BLUFF DRIVE SE PER GIS
ANNIE MAE'S WAY SEE M.C. 20 PG. 78
(35' RIGHT OF WAY)
FLOOD ZONE X(OTHER AREAS OF FLOOD HAZARD)
FLOOD ZONE X(OTHER AREAS)
ono
/
MICHAEL UNDERWOOD and ASSOCIATES, PA
PHONE: [phone]
FAX: [phone]
FIRM LICENSE NO.: C-0615
SURVEYED: M.R.
APPROVED: M.N.U.
DRAWN BY: WC.
CHECKED BY: M.N.U.
DATE: FEB. 2021
SCALE: 1" = 20'