9-12 OVERSIZE PLANS 2

3
lam'
2
G,..„/� `•``moo i • ; ' r • '
ood r •. f
w,
N1�L
GUTHRIE RESIDENTIAL PARK i 00
�zp
CAMA MAJOR • SA/HQWWATER
Existina-Stormwater Permit No. SW8070237 -Revision June 2 11
Low Density - No Stormwafier Alteration I ,
Existinq Land Quality Permit No. Carte 2008 W
0
Q 1��'ING CA q
EX DefiaII CM-2/2LINWOOD GRIMES � � E. AUSTIN GUTHRIE
See
PL-Pro ert line BIG 868, PG. 450 PPROXIMATE LIMI FS1,1LOCATION OF SEPTIC SYSTEM I o
�G n . - P y BIG 722, PG. 364 DRAIN FIELD FOR FUTURE RESIDENTIAL I
Ln I MA • • f t Ex.CANAL
- as � 5 00� � N + A TO SERVE AS BUFFER IN ADDITION TO FENCE I / z
6 A A ABOVE NIIN = 3 789 Ac I
WOOD B)
U+� • f
t
� r
> c r
r
r
cn CIO O f
UJ
J r
r
01 r
PC.
iR�E NORry
0 SC.
i
SO -- ----
---
-- --- - --0 -- - - 6 --� 90
GRAPHIC SCALE -- FEET
,,Proposed Pier
'' ��- ;$
' S/VHQW WATERS 0AL AREA 4.091 Ac.�
75CAMA AEC I
FENCE 20*13 "E 32 78' FEN I �/
iYAP I.
1
2
c x
-- WETLAND
y ® \' i - FEMA FIRM - 372053`7400J, ZONE AEA E1.90
� NORMAL HIGH WATER FL0®DPL N RED{/
< �� � , xistin � ! �` E . ISTING S' ORM WA T ER SHEET FLOW DIRECTION �
+� �� LO,W DENSITY PER STORMWATR PERMIT
-Existing'%����S �:� , �,,>wv
9.5
10\10\ �30____.►, _ � NHW=Normal High W � 9 ._ '�,• %/' ,� �
m � ---- �zXIStff • \♦ DtSIGNATED SUI ]AIBLE SOILSI AREA FOR I I
`s 2q 3 3,'. f �0v EXIS7lNG ��NTOURS PI IOPOSED SEPTIC SYSTEM
I I
s �
5 raj , _ Ri
L SEPTIC SYSTEM l�OT YET PERMITTED
11
Iv `
lot Ito
o , • /
CM r 115 8
fici� Ll ne ' ' . , ., � ` .
Pr
o .Plan Ma .. • ... �, .. ,� � ` ....�.�..
0 r..,,
i � • MP.�v'r�'�' c� xls�fir�g �► " P =PrPrt Cline �' 0)
Scale 1 30 r �P- -� � �• l
4
E
f
-
II
tNG CAN ,..���- °" a �,, �, , r 1.1in
xlstin
,XIST � HW r - •,.,�, \\�, T g
Otto OwI) ���� t f r • • , • r 1/�l� _ 1�1�1� �I 1 I f+• I�^I `i
r ' MI r r j\.n�*- ■ 1 J 11� I % 1 BR xist, C.�
ng
r - p0D Existing _ ,' , rr) s I Z� C� i ■r�iZ ■■on ��rrrrr�`
1 _ v _ �- - I Iti v � r■■�errrrrr t N trr Q A -lap
C.,� �I � �■-- � Mai _i.*_._r.__r♦d
uI + t�rir"1®1g■■1�ar rr Noon Din e
� +-W tia ■r■\rr®rr► rrrrn�rr-n--■• r■uu■rnurrrrr■LODurr r■rr___.e■alrlrr■_.#..-.-.--T- arr■a�.rrrr,�■\ nrrrr+r■�LODrr ■�� , t �C t11s.00 .i 1-2o ----�a-.o-?'
40 'w�0�a
Is ■■■ a. �
■rr°r
rrrn
ICU
E. AUSTIN GUTHRIEy { s
--yet Hr' -. 060% ■rr � �, ��,'75_x_ j I�
rr rM �wlthln BLDG=3 5 �Sq.Ft. 1 BLDG=
���
0a t� ' - 1942
�M Of F11. �M \ j 2 .L Sq.Ft.
7
I 885Sq. Ft.
BL�� = 3, `�
,♦ BLDG = 3, 885Sq. Ft. - _
-- 0.0 � ,, PAD= aO.G
■ ♦ , , . - PAD 6.5 t-1' PAD= 8.0
i )®) 101 9- r� PAD= ZO ,\ t
\ ��
BLDG = , 885 q. Ft. � 16.0' \ ��
® PAD= _616.0
_
SETBACK
-._ SETB CK
SETBACK
i
rrrp07errrrrr
W
U)
1. THE PLAN IS FOR CgM4 MAVOR APPLICATION FOR CONSTRUCTION OF A
WOODEN PIER, 10 RESIDENTIAL UNITS AND ACCESS ROAD,
AND 0. IJ ACRE OF RLL,
L"TFO ALONG US HIGHWAY 24, CEDAR POINT, CARTERET COUN7Y, NC.
517E7 ADDRESS' 517 CEDAR POINT (US HWY 24), CEDAR POINT, NC
OWNER'
MR AUSTIN GUTHRIE
527 CEDAR POINT, CEDAR POINT, NC 28584
252-J9J-8406
2 THE TOPOGRAPHIC Am BOUNDARY INFORMA17ON SHOWN HEREON ARE 84SED ON A
ON A RELO RUN SURVEY PERFORMED BY BELL£ AND ASSOCIATES
IN APRIL OF 2009
J CONTRACTOR MUST CONTACT TOWN AND ENGINEER OF RECORD 24 HRS. PRIOR
TO CONSTRUCTION OR IN 045£ OF ANY DISCREPANCIES
FOUND IN THESE PLANS:
4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH AOA, STATE, COUNTY,
AND rOWN OF 0MR POINT CODES.
5. ALL ROAD WORK SHALL 8E DONE IN ACCORDANCE W rH STATE AND COUNTY
ANND NCDOT STANDARDS AND SPEC/f7cATlONS. NO OPEN CUTT7NC ALLOWED
f7NAl PYMNT. X-SECT PER CEOTECH RECOMMENDATIONS
6. UPON COMPLETION OF CONSTRUCTON, Pd£ WATER LIN£ SHALL BE TESTED
11NOER PRESSURE AND PROPID WATER POW W117f POTABLE WATER SUPPLY.
IN ACCGWDANC£ WITH SPECIRCA77ONS, STATE, AND LOCAL CODES
SE£ PLUMB/NG PLAN FOR DETAILS FROM 5-FOOT OUTSIDE 1NrO THE BLDG:
7. PIE PEWOPER /S RESPONS18L£ f-OR ANY DAMAGE r0 EXISPNG R049s,, SIDEWALA'S
AND UPLIPES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTON
WITHIN a4 CONPCUOUS TO EX/SPNG RIGHT OF WAY.
8. iNE OWNER SHALL OBTAIN A P£RM/T fROM THE R£SID£NT
ENCINE£R PRIOR TO STARPNG ANY CONSTRUCTION WIPIIN ANY NCDOT R-O-W
9 EXISPNG UPLITIES SHOWN IN A GENERAL WAY ONLY. CONTRACTOR TO
f7E40 4OcA7F EACH FOR EXACT LOCAPON.
10. CONTRACTOR SHALL BE RESPONSIBLE TO SEE PLAT ALL EROSION AND
.5E21MENr CONTROL STANDARDS ARE MET.
11, CON7RA07OR TO SEfD OR MULCH ALL DISTURBED AREAS.
11 CONTRACTOR >0 Y£Rl" ALL DIMENSIONS AN0 ELEYAPONS IN REZO
BEFORE STARPNG CONSTRUCTON AND NOPFY rHE ENGINEER OF DISCREPANCIES
11 ALL EXISPNC UNDERGROUND UPLIPES SHALL 8E PHYSICALLY LOCATED
BY rH.- C0NrRACrOR OR HIS AGENT PRIOR TTl THE BEO'INNINO OF
CONSTRUCPON IN THE YICINI7Y OF THESE UPL/PES. THIS PLAN DOES NOT
REPRES£Nr THAT ALL EXISTING UPLIPES ARE SHOWN OR THAT THOSE
SHOWN ARE CORRECTLY LOCATED, IT IS 77IE CONTRACTORS RESPONSIBILITY
ro CONrAcr EACH 41PI17Y COMPANY
A.&'C£SSARY 70 ACCURATELY LOCATF AND PROTECT ALL EXISPNG UPL/PES
TV CONSTRUCTON SHALL PROC£EO 0771 IRE ACCURAIF LOCA77ONS OF
IRLIPES HAY£ BEEN MADE AND /T HAS BEEN OfTRMINED BY THE
CXONTRAcroR ITIAr CONSTRUCTON c4N BE ACCOMPLISHED IN ACCORDANCE
q'l17I T7IESE PLANS Or
UPLl7Y CWRICTS: IN THE EVENT T�tTEDIATFLY.
C,ONfZICN EXIST 7HE OWNER AND ENGINEER SHALL BE NOPFIED
14 NO CHANGES TO ANY ASPECT OF THESE PLANS.
VERTICAL CONTROL = PER SURVEY
TBR = TO BE REMOVED
f45.55 = PROP SPOT SHOT
GB = GRADE BREAK
= FLOW ARROW OF DRAINAGE
= TRAFFIC DIRECTIONAL ARROW
50 PROP CONTOUR LIN '
- - - - -- -- -- - - EX. CONTOUR LINE
W WATER MAIN
PROP SAN. SEWER
PROPERTY LINE
OLOmom
ASPHAL T
MARSH
r
RLL
CO - SEWER CLEAN -OUT
FH - FIRE HYDRANT
WV - WATER VALVE
WM - WATER METER
E/P - EXISTING IRON P/Pt
EIR CONC - EXISTING IRON ROD
Common AccesG= = 8 43 •Ft. Asphalt.__
G
00
CS
v � o IN V IN 0.8
, , �
CM-1
Proposed Plan Detail
Scale: 1 " = 30'
N. C. 58
CROArAN
'✓ tlrs N
SWANSBORO
\ 1214
11
OA5 AL
II /
I liqTRAC
SITEI AnANnC OCEAN
M- V i qiqifiy Map
5
This Plan Set is associated with a CAMA Major Permit Application. Total site is 3.67 acres.
The CAMA major permit application is to allow fill in construction of a residential
project. This application is to allow for 0.18 Acre within 35-75' of AEC and 0 sq ft of Fill within 0-35' of AEC
(4q9%).
AND
The CAMA permit application is to allow for construction of a private, handicap
accessible wooden dock with L-head 6'by 16' platform. The dock will connect to existing bulkhead. Project
does not include a boardwalk.
Existing conditions of the 3.67 Acre parcel include open space and a wooden
bulkhead. The site has a slight slope to back of lot and side of lot and will
remain such, per NCDENR DWQ permit.
Proposed conditions include 6 buildings (10 residential units).
Pad elevations shown on this drawing (Slit,CM-2).
Parcel is to be accessed by common access ingress/egress (Sht.CM-2).
Full narrative provided with application.
NARRATIVE
ILOZ 6 0 330
StiEET TIRLr
7. PROPOSED CONDITIONS PLAN
2. PIER DETAIL
J. EX/STING CONDITIONS PLAN
Sheet Legend
_ 1
Y
y t'
1'
.1
1w
I M!�
A4'N"000b0000G00p®ao'9
4 � ►Z"i =
%
KSMJ ENGINEERING, pllc
388 McCotter Blvd
HAVELOCK, NORTH CAROLINA
CRAVEN COUNTY, 28532
252-444-KSMJ, 252-349-5803
[e-mail]
APPROVED BY
FOR
DES DR
CHK OC
MANAGER
REVIEWED BY
C!?
z
0
CID �
C
04
v
_
U
Z
a-
o
.�
� O
Q
Cn
NZ
U
.0
UU
Q
W
-6
z.,_,
Ll-I
m
_
V I
c
=_
NCLCU
a
0
¢-gyps
Q..
-CU
w
U
N
LO
o-
U
CODE ID, NO. SIZE
SCALE: As Shown
MAXIMO NO.
JOB ORDER NO,
SPEC. NO.
CONSTR. COune 2011
DRAWING NO. INV. T
SHEET I OF .1 I
% Notes
7
-� 4 I
-

Xs_
C�
O
O �
i
MATCH Ex,BULKHEAD=4.0 (CONFIRM)
MAX.SLOPE =1/12 RAMP UP
DOCK EI.=8.0
7
IVER /V
44
s 8
\VIv ol
\A\G
N\VA
CM-2
1
12
10
8
6
4
2
0
1 -2
1 -4
mY PIER PLAN DETAIL.
Scale: V= 20'
C/L
ACCESS EASEMENT
6I
�SHOULDER� PAVEMENT
6
SNOULDER�
I
'> P E R FT
FT -."
LN
121 _i
Bulkh
_____
Norr
al
High
01''
Wat
r
--' ',
0 .-
2
M,�Sr
_
,. --'
Embe
ment
depth
= 1.5 x
Heigh:
of
000 '�
Obtain
Final
Expo
ure
Dook
design ---
(By o
hers)
Prior
o ANY
oonst
notion
All elevations
to
...- .."
be oo
fume------
_-
------___
---- -_---_ _I
__
-2
---
__-
on
'e rti ca I : 1 " = 2.'
1 -3 ii,
G1'i Ontal: 1 " = 5'
PIER END DETAIL B-B.
7777777777z,� ... -
Scale: None
no
Scale: None
no
II
`
�r
�
0,14
KSMJ ENGINEERING, pllc
388 McCotter Blvd
iAVELOCK, NORTH CAROLINA
CRAVEN COUNTY, 28532
252-444-KSMJ, 252-349-5803
<[e-mail]
APPROVED BY
FOR
DES DR
CHK OC
MANAGER
REVIEWED BY
d-
�
c
N
m
•O
♦�
VJ
z
V
J
o
�
�
b- 0
Q
F_
.�=
p-
.CD
•0
NLLj
=U
•cVo
Q
W
-�
Lij
•
4)
C
•
=
4-CL
O �
-p
Ll.l
V•O
U
• � 4-
N
LO
�
t�U
CODE 10. NO, SIZE
SCALE:
MAXIMO NO,
JOB ORDER N0,
SPEC. NO.
CONSTR. CONTR. NO.
DRAWING N0,
CM-2
SHEET 2 OF
U MIRE- UAIVI - v

a-
O 00
\` J M
00
29
LO
`�
a
V4�OOC� BULKHEAD
cl�
ow
�, VV
CO I�
uj
M MATCH LINE -EXISTING CONDITIONS
-
SCALE= 1° 30'
'7J(/J�
i ■ IrIrlrlr"'I■
�_--
u�
00
C�
Q
r—
I -► ►----- — _
W
M
M
I �
M�
00
l QJ
LINWOOD GRI31ES aj CIO E. A USTIN G UTIMIlt,
BK. 868, PG. 450 �
ALL SHOWN -EXISTING N �, CN" BK. 722, PG. 364
6 '�� A 'A ABOVE NHW = 3.789 Ac,
SCALE= 111- 301
L6 �2° 3 1.6 TOfTAL AREA = 4.091 Ac.
w • FENCE 20'39'00 "E 325. i8 ' FENCE
Ln
LLJ
= J
♦ r
p% C� —^ ,, • S�\� r v0 I A \
0 00
00
Cn
1 �'c
« �' �ACw ^� I
I r , \
° � ,45» 2 _r "� / . � 00 T' remain \ \
C6
1EX1
S �NG CANAi." ,.�.-4•�``'' .�.�, r1,-a�+•■-+ r , ;�• ,,. ®o �,r' _ �;, �r�., � � � �
+" r rrNWW ,�°pD
-�
,� ,ol
+.r•.I,�r , ' r I , _ _ +�', r1r,r+r+ \\ \ i II
-- WOOD
_{'{0ir�al�+riaar,,/., ++rlr+• ; 00I �, i � I 1 T
l �+r+rrr .+
1
`Y; E. A USTIN
is,
CA
r rrlrlrlrl■ cn � h
IrIrIrIrlIl..a.. � \ � 1
I
___ EX.Dirt Access Road -To _be�aved—
/ / .COMMO AN CCES L.`
Prop. sphalt Common Access- = 8,143 Ft, Asphalt •r— Prop —
« �8 98�, M„ 60, ��. N COMMON ACCESS
,.
f
VT.4 LS, LLC 1 °�
1 1
_ C v
M33 EXISTING CONDITIONS
SCALE= i If= 30.r
3 4
\
II
1s
I)c
0)
I
o
HRIE
h
II
11
�
�.
I
I
11
I
N
(N
�1
ry
II
I W
II
5I
II '
11 11 p
P
u
r
s tig� _1�Y © B�
11111111 t0\0
1.
s � 4
Aj
KSMJ ENGINEERING, pllc
388 McCotter Blvd
HAVELOCK, NORTH CAROLINA
CRAVEN COUNTY, 28532
252-444—KSMJ, 252-349-5803
ksmj.engineering©gmail.com
APPROVED BY
FOR
DES DR
CHK 10C
MANAGER
REVIEWED BY
U)
00
0
CID
.14CN
._...1
U
Z
u
2
U
=
.►�,
c_
o
CL
c
;cv
�C
c'4Z
z
0
�
5�
V
Q
ZV
WC1C1
(D
c
?�
c
O
0-
rL
`—C)
W
U o
f.p....
-d
a�
-'-'
CL
'p
�
Cu
LuU
C 4
L0
CL.
U
CODE 10, N0. I SIZE
SCALE: TsSfiown
MAXIMO NO.
JOB ORDER NO.
SPEC, NO.
CDNSTR. GJTu NO
n•e 2011
DRAWING NO.
(WINS 3
_ SHEET OF