HomeMy WebLinkAboutWV0800327_Application_20230313 (3)I, Joseph R. Brochure, PL5 - l 759, Certify that this plat
was drawn under my 5uperv151017 from an actual survey
made under my supervision from information shown in
deed books referenced on map and map books reference
on map,• That any lines not actually surveyed appear as
broken Imes and were plotted from information as noted
on the plat: That the ratio of precision as calculated is
better than I :10, , that the area is computed by
coordinate meth .witness original signature, registration
number an th TH day of MARCH. A.P. 2017.
Joseph Brochure - L-1759
ProfeAbnal Land Surveyor
w Wx
ROOD 5TATEMFNT
FIRM: 370202
PANEL: 2066
PREFIX J'
ZONED "FIE 14'
EFFECTIVE DATE C-2-06
NOTE5:
ALL 015TANCE3 SHOWN ARE
HORIZONTAL GROUND 015.
THAT THI5 5URVEY1.9OFAN
EX15TING PARCEL OR
PARCELS OF LAND.
PROPERTYADDPE55:
i 14 5.F. 36TH STRET
OAK )BLAND, N.C.
PARCEL ,0 235NDOI /O f
LOT AREA: 9,544 5F +/-
-7
1
LOT 14A
r
a�
N � 16' PAS
i
(l�
Made er,agea uaUr jf �� ne
--i ter fabnc
q nhlN tar k
plus lxgh opac2y chsham r
R
c
o �
U c
E e. oak i and dr
m
I
ti
N
days canal
LEGEND:
E1P - B65TING IRON PIPE
RW - RIGHT OF WAY
C2 - CENTERLINE 5T.
15F - IRON STAKE FOUND
IRE - IRON ROD 5ET
—00ROOF FLOW
5E7BACK5
FRONT - 25'
REAR - 20'
51,9E - B'
PROPERTY OWNERS
ROBERT J. HIGGIN5 6 5TEPHANIE T. HIGGIN5
LOT 14A, BLOCK 161, SECT n3
OAK 15[AND,N.C.
PLAT-90- FG. 34
�� kr 7
M t'1 Me
LOT 14D
PARC" 235NDO1102
\5_4.
AREA BETWEEN HWM AND 75' AEC 15
4,517.64 517, ALLOWED TO USED UP
TO 30% OF THE AREA FOR NEW DWELLING
WHICH 15 1,355.35 5F
arrd end caps \ LOTAREA: 9,544 SF i/-
g TOTAL IMPERV10U5 AREA: 1,9425F
unds'od Load Bea 12 N57 stogy \ \ 4 L '� �a C 1.942 5F/9, 544sf = -0%
^ag
CHAMBER DETAIL \ \ ` t \ --IMPERVIOIJ5 CALC-
22.1 CF/PER 4'5ECT10N `� 6O� / 1 = 1205FX 1.5/12= 15 CFXi.53= 41F
`��69y� `9/ 2= 4565FX /.5/[2= 57 CF/3.53=161F
'� \-�Sqy 3= 456 SFX 1.5/!2= 57 CF/3.53= l6 LF
R4=1205FXI.5F12= 15CF/3.53= 4LF
5 =144 SFX 1.5F12= l8 CF/3.53= 5 LF
CONC. DRIVE
mr-tab✓e cover ` \ \ 1 = 336 5FX 1.5/[ 2=42 CF/22. 1= 1.90 = 2 chambers
5, native sal \ 2- 310 5FX .5/12=39 CFF22.1 =1.76 =2 chambers
Liter fab^c
3't, Lngs TOTAL VOLUMETO BP5TORED = 243 CF
F.
o b a
3' 3' 2' aEtach downspout
(hP/ (tYPi to 4°� aced pipe
12' EZA— bundle GRAPHIC SCALE
a99��
NON LOAD BEARING
1203 H 17FIOW DETAIL
26.4 gpl4f ar 3.53 cblf
t (id�00 R
/stand
Surveyors, Inc- P.A.
PROJECT # -
JOLYY BROCHURE L- l 759
2017-000-HIGGIN5
427 Womble 5t
Oak Island, N.G. 2,9465
3URVtYE9 BY.JRB
PHOMF.910-250-9 / 92
DRAWN BY JRB
CELL- 910-523-6122
CHECKED BY.- JR6
www.,5]and5i)rveyor. corn
DATE: 03109120 / 7
SCALE• I " = 39
Residential * Commercial Site Plan
Lot 5urvey5 $ Flood Elev. Certificate
email: i5land5urveyorsiggmal.com
SITE PLAN
FOR
ROBERT * STEPHANIE HIGGINS
14 5,E. 36TH 57REE
OAK 15LAN19, NC.
5mn-HvILLE TWSP. - BRUNSWICK CO. N.C.
DATE: 031109117 5CALEr I' = 30'