20181471 Ver 1_Revised Plan Sheets_20190123

RfP �-
\fq 0
SITE DATA
ARn A A°o
/$
O 8
N/F
DELMA JAY 8 ROSA MORRIS
PIN: 537502975116000
DG 1471. PG 177
0 '��A/ ARfA s1
J
z
0' R 13
[IV
15 8
1s s
e b
SHEET INDEX
01
- OVERALL
SITE PLAN
2.000 SF)
02
- EXISTING
RV LOT u
CONDITIONS PLAN
CMC
03
- SITE
&
LANDSCAPE PLAN
2381.40
04.0
- EROSION
2
CONTROL PLAN
PH.1
04.1
- EROSION
2404.50
CONTROL PLAN
PH.2
04.2
- EROSION
32
CONTROL PLAN
PH.2
05
- GRADING
2426.28
AND DRAINAGE
PLAN
06
- UTILITY
7
& SEPTIC PLAN
35
07
- SEPTIC
2404.61
DETAILS
4061.31
08
- MARINA
37
PLAN
10
09
- CAMA
CROSS
SECTION
2404.50
�� 5
TRACT AREAS
I
TOTAL TRACT AREA - 12.04 AC 10)
a
404 WET D AREA - 3 541 AC R
COASTAL WETLAND AREA 0.83 AC �� 1 Hll ill QII ill 1111y �S/
PROJECT AREA - 488,481.84 SF - 11.21 AC /
I llr 1, a4 Rf
AREA WITHIN 75' AEC - 2.802 AC $XID' / )
/ / I j hI I II HI IIr 11 11 6 1 00 / Y Y S
AREA WITHIN 30' CAMA SETBACK - 1.137 AC / / / -/ {11/I I 11I l i I U Il l ll� O M j �' �, 4', ' Q•
i /7 0. 11/I lI IlI1 rllr� //I/ �I///I / '. 'y a"
FLOOD ZONE / I I p I l l Q i l l l� �y .... / s' �" • -/
/ I r =r
i / r I I I 7/
/ � / 33 / i 111 I 11 111/ W�I 111 W I � �' /
�p/, h /Ir llr� { Ird Il 1j1 jl q8 ao. 19 1. i'a'�'� o/ Y.
PORTION OF LOTS ARE IN A FLOOD ZONE AE ELEV=9.0'
F.I.R.M NUMBER 3720534600K WITH AN EFFECTIVE
DATE OF NOVEMBER 3RD. 2005.�', l 111 /,Ill Til I lllr I Iq� q JLl /� I( ACE$ I' r �3• �EyXjN�TY�F' 4/�� a 3, Xaa' x 1
j I 1, `/ / �11/11/II �rl llrl� IQ II IIIA © `"�� l' _ =f 3-Y .O FILA.\�Q', LING �'3' .)'+
COUNTY ZONING I 1 I _ 32 ., �0: 1111 r11 /r i� /Irl 11 l� 10. �II iI1I y.. n�O '/(� i i,. I f I3" i'x' ,
1 .I �O 111 rill lI III II Iiry W�IrI Illl J o. I . 8 d
PROPERTY IS CLASSIFIED AS-UNZONED' IN CARTERET COUNTY j I 1, /l h or llI l/I l�lrll�Ilq I'll q8 '�Q fi®LL Od4R �' Ft GA .� �'� Y` ',/, =t'
PROPOSED IMPACTS ' 4' �� 8"
DEVELOPMENT WITHIN 75' AEC:
PROPOSED AREA - 0.463 AL: PROPOSED IMPERVIOUS 0.008 AC (LOTS 31-35 FOR RV PADS) I ( 1�
ISPACES l./-J)m�v??AJ,yR�! DEVELOPMENT WITHIN WITHIN 30' CAMA SETBACK: - I j e II I m otl 54 S 0
PROPOSED AREA = .063 AC IGRADING. BULKHEAD AND 6' WIDE BOARDWALKS) 1
THERE ARE NO PROPOSED IMPERVIOUS AREAS ! o 53 0 Q-`
z2 i 1><,, �, 7Y!�YayN,N,�•��,�d'�,�YY�')i
PROPOSED 404 WETLANDS IMPACT: 11 -. I n '� O -
PROPOSED AREA = 0.112 AL (FIRE APPARATUS ROAD 6 RETAINING WALLS) I Ib m, I 1 ,.Po 52 pV 7 i 1. ' -d ,y' ,Y, y :y -, �-
WITHEWASHENO D W5 T09SONE ANDEpSICONSIDERED PERVIOUS. DUSPARATUS ROAD SHALL BE CONSTRUCTED - -_ _ j I tb-1 I ( M157 t�Q•t• 23 % �/�RANS' ITION+FROM 20 WI Det,' a' �;}'�, y a,
COASTAL WETLAND IMPACT: I 1QN.-! I p8 % a' t WEA OF
18' 'WIDE
Y�-Y� �"Y Y
PROPOSED AREA = 0.006 AC (WATER DEPENDENT ACCESS. 6' WIDE DOCK 6 KAYAK LAUNCH RAMP) _ II'- iv I e I , I Y r y :y 1 :T' 3 y'/�" ''Yy
THEaE ISENOPROPOSEDDEXCAVATIONSOFRFILL. / 1 ^1 I 2 24 $ iJ1 i yiY N %`X �,x
' ,I I 1 ••\ ` 29 e ,. F 1' i' -y .i` i, i a,�?`
PERMITTED LAND DISTURBANCE UNDER PERMIT W: CARTE -2019-09 - 5.81 AC 1/ �•�'- �"
PROPOSED PERMIT MODIFICATION LAND DISTURBANCE 1.17 AC 1 ( �\ " Q 8 j Y'/Iyx�y =Y �' ��,��''�''T W�� y �����, �,�Y 4' ���'�"��' IS
TOTAL LAND DISTURBANCE = 6.98 AC �� \ �\ `�� h 27 25 4, / I �' 7, * ,�` * Y' =Y �, �, :}'�, y * *, a � i- .YI�.j it .4
PROPOSED LOW DENSITY STORMWATER PERMIT /S. pl �3 �V a'°i� \ � °s ..� a 26 /-�' �'�y ;�' �J',�,,,y Y �+�'�, y �w�i'��'�� �'�Y y�'--Y 3 ��'Y. {' .�� >I)/ '/'tIi
PROJECT AREA = 488.481.84 SF = 11.21 AL S 'O � �- �••_. '�' X �' Y �' i Y 7 �Y 'y Y s Y i �l
I
RV LOTS = 25.984.00 SF - 0.597 AC
DRIVE - 18.929.41 SF = 0.434 AC
DRIVE= 13.553.05 SF = 0.311 AC
M = 150 SF - 0.003 AC
AREAS = 58.616.46 F - 1.345 AC
11.99%
THERE ARE NO MINIMUM BUILDING LINES. A 10' LANDSCAPE BUFFER IS
REQUIRED ALONG THE EASTERN PROPERTY BOUNDARY.
Ar
N/F
DELMA JAY & ROSA MORRIS
PIN: 537502975116000
DG 1471. PG 177
-yX EXTENT OF COASTAL �✓ a'
A .. _.. _..! ��' �� ,xf !„ WETLANDS LINE
�,• X,: v J Li ,i
% A �, ' ,� � � ,,� y .!' Y' � •. .. / ry YA
r '' `7• i• ice- 404 WETLANDS
N/F S1625.OQ"71'Y-Y� �3 -Y -!'A � 'y+� 11 _ ''��� _ \� �•.` i If /i• /.
FIRST fl LAST CHILD. LLC F y �''� �� �� �' •V /• /
PIN:535702871120000 97•.4 - - / - \ / / /
DB 961, PG 60 0 a Y`�, ,,+ - / _•. .r''�n`. -,• j /
523°29'07"E ` - / %/,j�i - ��• �� _ �� i /
514.780 �-.� '\ \\ �,, `COASTAL WETLANDS !
3 \\
NORMAL HIGH WATERT 0j E
N/F
FIRST $ LAST CHILD, LLC
PIN:535702871120000
DB 961, PG 60
INSET
SCALE: 1"=60'
ISHEET rs 1 OF 9
PROJECT st:PM1258-2
DESIGN FILE st:Construction Drowings.dgn
20' R/W $ 20' Zj
ASPHALT DRIVE
(TYP)
EX. EOP-/�') \�
30' CAMA BUFF
50' SAHOW BUFF
RV LOT
AREA TABLE (MIN.
ALLOWABLE =
2.000 SF)
RV LOT
is RV LOT
RV LOT u
RV LOT
CMC
AREA (SF)
AREA (SF)
1
2381.40
29
2405.22
2
2404.50
30
2405.22
3
2404.50
31
2511.62
4
2404.50
32
2506.65
5
2404.50
33
2426.28
6
2404.50
34
2632.87
7
2404.50
35
3128.04
8
2404.61
36
4061.31
9
2404.79
37
2840.49
10
2404.61
38
2404.24
11
2404.50
39
2404.37
12
2404.50
40
2404.48
13
2404.48
41
2404.50
14
2404.51
42
2404.50
15
2404.51
43
2404.50
16
2404.50
44
3533.24
172454.65
45
3306.33
18
7455.51
46
2274.25
19
3253.37
47
2274.50
20
3523.07
48
2274.50
21
2404.50
49
2274.50
22
2404.50
50
2274.25
23
2404.50
51
2498.38
24
2404.50
52
2522.12
25
4355.14
53
2274.50
26
3370.75
54
2274.50
27
2405.22
55
2274.50
28
2405.22
1 56
2605.70
L100' SAHOW BUFFER
75' AEC
NOTES:
1. BOUNDARY SURVEY AND
BY JOHN L. PIERCE $
IN JACKSONVILLE. NC
404 WETLANDS TAKEN FROM MAP PREPARED
ASSOCIATES P.A. LOCATED
2. TOPOGRAPHIC, NORMAL HIGH WATER LINE AND COASTAL MARSH
SURVEYED BY STROUD ENGINEERING. P.A. OF MOREHEAD
CITY, NC.
3. WATER TO BE PROVIDED BY PRIVATE UTILITY AND SEPTIC SHALL
BE ON-SITE AS APPROVED BY THE CARTERET COUNTY HEALTH DEPT.
4. ELECTRIC TO BE PROVIDED BY CRAVEN ELECTRIC.
5. NO MARINAS OR DRYSTACKS EXIST WITHIN 1000 FEET OF
PROPOSED PROJECT.
6. NO PARKING - FIRE LANE SIGNS TO BE INSTALLED PER
THE REQUIREMENTS OF THE NORTH CAROLINA FIRE
PREVENTION CODE.
7. ANY PROPOSED SIGN TO BE DESIGNED PER THE REOUIRMENTS
OF THE CARTERET COUNTY ORDINANCE.
8. USES FOR BUILDINGS AS SHOWN OR AS OTHER PERMITTED USES
WITHIN ZONE
Flu
WHITE OAK RIVER
VICINITY MAP (NTS)
EX. CONCRETE RAMP SHALL BE
CONVERTED TO A KAYAK LAUNCH
MARINA (56 SLIPS)
SEE MARINA PLAN FOR DETAILS
TAL
ANDS
SECTION A -A
SEE SHEET 9
N/F: HAROLD R. COMER, ETAL
PIN: 535702953841000
DB 1474, PG 74
LEGEND
404 WETLANDS
COASTAL WETLANDS
WASHED -57 STONE
REVISIONS:
PNa RY DATE DESCRIPTION
I CMC N/29/I8
MARINA REV.PER DMF
2 1 CMC 1/22/19 1 MARINA REV. PER DMF
OVERALL SITE PLAN jjJ)
LS H[®IfglE FRONT PARK
RV PARK 8, MARINA
WHITE OAK TWSP., CARTERET COUNTY. NORTH
CAROLINA
CLIENT: HAROLD COMER, ROBIN COMER 8
DESIGNED:
m
CMC
h
h
uvl//
�N
4
CMC
4
:a SEAL �'; =
' 037378 =
Q.:
:9ze, NO Rt
SFS �j. cx�v �,
nl�l)zzbT
RDC
O b
U
to
Lu
SCALE:
-------------
CHARLES M.CULLIPHER,P.E.
//
Q
3
Flu
WHITE OAK RIVER
VICINITY MAP (NTS)
EX. CONCRETE RAMP SHALL BE
CONVERTED TO A KAYAK LAUNCH
MARINA (56 SLIPS)
SEE MARINA PLAN FOR DETAILS
TAL
ANDS
SECTION A -A
SEE SHEET 9
N/F: HAROLD R. COMER, ETAL
PIN: 535702953841000
DB 1474, PG 74
LEGEND
404 WETLANDS
COASTAL WETLANDS
WASHED -57 STONE
REVISIONS:
PNa RY DATE DESCRIPTION
I CMC N/29/I8
MARINA REV.PER DMF
2 1 CMC 1/22/19 1 MARINA REV. PER DMF
OVERALL SITE PLAN jjJ)
LS H[®IfglE FRONT PARK
RV PARK 8, MARINA
WHITE OAK TWSP., CARTERET COUNTY. NORTH
CAROLINA
CLIENT: HAROLD COMER, ROBIN COMER 8
DESIGNED:
DONNA COMER
CMC
DRAWN:
ADDRESS: 400 WETHERINGTON LANDING RD.
uvl//
�N
STELLA. NC 29582
PHONE: [phone]
CMC
CHECKED:
:a SEAL �'; =
' 037378 =
Q.:
:9ze, NO Rt
SFS �j. cx�v �,
nl�l)zzbT
RDC
Il CIJLLIPHER GROUP, P.A.
APPROVED:
GMG
ENGINEERING @ SURVEYING SERVICES
5
151A HIGHWAY 24
MOREHEAD CITY. N.C. 28557
[phone] LICENSE NO.C-4482
DATE:
11/29/18
SCALE:
-------------
CHARLES M.CULLIPHER,P.E.
//
1 "=60'

NOTES:
i.BOTTOM OF WALL ELEVATION IS AT EXISTING GRADE.
2.GRADE FROM BULKHEAD TO SHEETFLOW RUNOFF AWAY
NORry DELMA JAY 8 ROSA MORRIS FROM WHITE OAK RIVER AND TOWARD WETLANDS.
/ PIN: 537502975116000
DG 1471. PG 177 T = .4 '
BW= .
C $ g
'°`qW= .4
'2
',,3
, l \ W
IS1°125 38 %�E I 296.29
7
^\/'/�/' �' 'I h , p,'' . I'j•f'/i.'/ , e �' . /'tii '�16/p5�h�, ,'`" ''rTin {�p/2'_ '/ '�!/
' _- ; _ ' `- -P-�® _a-_te_- _-- �i-i " •Su-$r� _'� %/%' - __I'AI„�a% �sII _ � 4-y/ �am/0._�� - -,ii j`aImN '1,1 ° 1 ' 1. %/—1�I�•._,�.%iI,-I I,1`l1O �iIIon.�I-�PI ¢\ �`A'.m`/ s-\ � \�'/_ `�, `\\�`,\'�\ _1,`o\,a `"1I ''I,a-a�� ' j\ '\� , e �i,1`s: ' `1s ;1-`I.l°'as,_«\•''�,-,'I;-a il'I I&'� b'�M�_pI ` 4 \'V=q �'-i\'4I,`•I/. ,Yp-iN•-vfP'�V�\\.-A.I ,I I dI\`I� IT'n\IQr _ Q :--`ieIaI �
` 31 ., !,I ; `.,\S/` 8�1 `, `\i`(, , _�\e \,�S, � \ �S`/`a.,, �\_` \ ls\1 \1�� \ \1'\, 1 10 \i1,1 , IY�l�6Ii,Ya, ,\' e,�`,,1�•\ I`\,l\\I4''p p\,\1 I ,ii1`. ` `\\rI '11\`I ` \1 .,\ ` ,'i , 1 `«` 1` \\ 1` ,,I, ,� , `\`\.```\`4`tJ�,•�op\nya�,I� \ , 1\`,�♦ S`\- ., ,-"n : X ``` `i�\,\! \„�Iov-`t`I1,Ri,\. , 9�\ I!lY .I >\,7\ fy\ Y`� s .`� �\\ . \ , ,,;'-i,�� ,\ \&'i�,•i�$ .•' 9,-`3\ ',`�OI `�\-�.I\,``, ' u`\ I•`\ I c \,�� •I.�% D_N, O.`„ G8R—AS EA"__$\' - D I•2`__N,N/
-
_
"-
' l /, /,I 5''�/#//stiII•TI i'b _I3I I 7 I I8--J_I%'+,"oIY,�-.'8_'e;III :I iI _ /F,"
s�4., • _I'-%
51'IIi -% i 2._,:I ---I- I I_ oyJ,�fI-\ /�/ ,_i1 �- '% h_,�e;I_ •'',,�-S-dI 'R ,I , ry,III //\o_�/ 'E ,: _. r/$_ /y _-�°',,is+-r'5.i^y q..-,',-r`Ts.e
a'
''miI�•N rY' s' •/ �-a,`�'� ml --'s�a-'.�._��6' .I/- a5”—I
\
- Y
4
.99 9iIaA'B`9I�/i'I� �j♦�I \ ' _r/e���� . / �%l '`�� ,�" lJ�C.�'�1 ��1 s�% , y, \/r�2'T y'.��q?-p,�/�V 14 e�'1;yl/ ./ y'` //7�`l/.'4 y, y,'�'� ��?/y_l ,��,`,'�_/y4l,\_'y SQyo='l?D�_/ y��I''ylTy'ln�``s�• y/ / o -H nl�}\'y'`�/ *4�l'��� ' yT/�l4 _l 'Ryy 2�`. yl'"�!'C , /'„ 4 * /12” \G%Sj�,\ 7�/y��\ �,''�'l/,/'/�l�-/O', �'�',"%{'V � 44/1��'` ��
y/
%
�4I•y2�/ 5�—l`/l W�'��;_dy'41�i_''�'/y /0/�-A
•��
4 4 '/6 / W_ SEPT] FIELD ARE
CULV§hT #2
o SyALE #6 W
I
s--
7F ----------
PRI
_
°2�AIINlL
0'ASPIIALT DRIVE CENTERED COLV. R
IN 20' ACCESS ASEMENT 12.5 /
�� •WLE #2 Sp
\ NO GRADING ALLOWEqIN
�_v! 91�'
1
SEPTIC FIELD AREAS 17
VTAINI W TSW{LEI#4
/ EX. ASPHALT l ;:y•/D.5y04,4IDS'_- �_=_�_'�11=\I!_•'iI I ' l�3
0!.\�V4•�, .y.!/,�
17
4_v/y V# y '/ �
4
9.5
0t��r='s
''
'
•/
yW
�Yl- V
y
'Ily'/I`
/
-/
-y��1V
$ 2 '7
.`}l B._y\
I NG
-`/ `
N _�
3. /IC®ASLETLANDiS )L
`\ Jt
I it
44 _4 362.20
F 3 �FIRST 8 LAST CHILD. LLC _y -V �y #91.
PIN:535702871120000 9'07
DB 961. PG 60 5161507E
o'O`
�
n,n ti`
'
�
`
1,
�
/
I�fII
!�
i
I
1\
,
SHEET st 5 OF 9
PROJECT #:PM1258-2
DESIGN FILE #:Construction Drowings.dgn
SWALE DATA TABLE
SWALE
tt1
3�wDEPTH
=
1.50'
2.0
DEPTH =
1.50'
SWALE
#2
5.0
SWALE
$6
DEPTH =
1.0'
-�
Ln
n
=34
�SI ..
-WWIII
2.0
7�
BT
SWALE
#4
3_7
DEPTH =
1.0'
5.0
SWALE
#5
DEPTH =
2.0'
4.0
SWALE
#6
DEPTH =
2.0'
3.0
40 20 0
40
80
6mmd
11 11 1
SCALE:1"=40'
CULVERT DATA TABLE
CULVERT #1
56LF 15" RCP @ 0.54%
UPSTREAM INV = 9.50'
DOWNSTREAM INV = 9.20'
CULVERT #2
50LF 15" RCP @ 0.40%
UPSTREAM INV = 6.50'
DOWNSTREAM INV = 6.20'
CULVERT #3
24LF 15" RCP @ 0.42%
UPSTREAM INV = 1.30'
DOWNSTREAM INV = 1.20'
LEGEND
�c�Jc�`L�IcI
y._:��I,
�V"'--, 404 WETLANDS
�6
COASTAL WETLANDS
REVISIONS:
Na B/ GATE DESCRIPTION
I CYC N/f9/IB MARINA REV.PER WF
2 CYC I/22/1
9 MARINA REV.PER OYF
N/F: HAROLD R. CDMER, ETAL
PIN: 535702953841000
----- EXISTING CONTOURS DB 1474. PG 74
GRADING 8 DjR�AIjN�AGE PLAjN� �'q�jj� PARK
j'J� j� j�
g.p— PROPOSED CONTOURS S�®ll®lls Fll0®LV JL JC-Alldll11
7w=4.25 TOP AND BOTTOM 1L JL RV PARK 8, MARINA
WALL ELEVATIONS
WHITE OAK TWSP., CARTERET COUNTY. NORTH CAROLINA
CLIENT: HAROLD COMER. ROBIN COMER 8 DESIGNED:
DONNA COMER CMC
ADDRESS: 400 WETHERINGTON LANDING RD. DRAWN:
\\Illlrl �� STELLA. NC 29582 CMC
�H PHONE: [phone] CHECKED:
RDC
is SEAL ]E CULLIIaI3[]EI$ Gi][$® APPROVED:
_ 037378 ENGINBERiNG & SURVEYING SERVICES CMC
I51A HIGHWAY 24 DATE:
�9R'NGINEF'\Qr\�� MOREHEAD CITY, N.C. 28557
'/�F'S jj,(YIL(252)247-7479 LICENSE
NO.0-4482 11/29/18
'/",IIi112Z 1/� -- ------ SCALE:
CHARLES M. CULLIPHER, P.E. 1 "=qp'
-�
Ln
n
=34
�SI ..
-WWIII
0)
0)
7�
BT
i
III/�
9 MARINA REV.PER OYF
N/F: HAROLD R. CDMER, ETAL
PIN: 535702953841000
----- EXISTING CONTOURS DB 1474. PG 74
GRADING 8 DjR�AIjN�AGE PLAjN� �'q�jj� PARK
j'J� j� j�
g.p— PROPOSED CONTOURS S�®ll®lls Fll0®LV JL JC-Alldll11
7w=4.25 TOP AND BOTTOM 1L JL RV PARK 8, MARINA
WALL ELEVATIONS
WHITE OAK TWSP., CARTERET COUNTY. NORTH CAROLINA
CLIENT: HAROLD COMER. ROBIN COMER 8 DESIGNED:
DONNA COMER CMC
ADDRESS: 400 WETHERINGTON LANDING RD. DRAWN:
\\Illlrl �� STELLA. NC 29582 CMC
�H PHONE: [phone] CHECKED:
RDC
is SEAL ]E CULLIIaI3[]EI$ Gi][$® APPROVED:
_ 037378 ENGINBERiNG & SURVEYING SERVICES CMC
I51A HIGHWAY 24 DATE:
�9R'NGINEF'\Qr\�� MOREHEAD CITY, N.C. 28557
'/�F'S jj,(YIL(252)247-7479 LICENSE
NO.0-4482 11/29/18
'/",IIi112Z 1/� -- ------ SCALE:
CHARLES M. CULLIPHER, P.E. 1 "=qp'

15' RIPARIAN OFFSET
..BULKHEAD"'...,....,
6' WIDE KAYAK
BOARDWALK
EX. CONCRETE BOAT RAMP
TO BE CONVERTED TO
^ KAYAK LAUNCH
)
T _
NOTES:
1. PROVIDE FIRE DISTINGUISHER AT EACH FDC (6 TOTAL).
1 O 2. PROVIDE SIGNAGE FOR THE FOLLOWING:
A. NO SEWAGE PUMPOUT OR DUMPING ALLOWED
yy B. NO BOATS LARGER THAN 24' ALLOWED
?-oo C. NO BOATS WITH HEADS ALLOWED
, G
1� 6" PVC DROP INTO MARINA BASIN
W/ 5.5" FIRE SUCTION CONNECTION
\, •, tpt 24" ABOVE GROUND -14 SO 4" PVC DRYSTAND SYSTEM
O 4" SUPPLY STANDPIPE FOR FIRE DEPARTMENT
111 " 24ABOVE GROUND
' ; I SUCTION DROP PIPE
6" PVC TO SUCTION DROP PIPE --�
6' WIDE BOARDWALK
OVER COASTAL WETLANDS
00
ff ; o r o
All�(i ~ o
\ I W if I
W W W W W W
;1 �IWW W W W PIER AW
4" PVC DRYSTAND SYSTEM
FOR FIRE DEPARTMENT
OBSERVATION 20.00
PLATFORM
F� -� INSTALL EMERGENCY PHONE
AT ELECTRICAL PLATFORM
!t/ \ I \
\1 r
71
7
>1
i
/' LEGEND
\J I NHW
O 404 WETLANDS
1
COASTAL WETLANDS
_. � _. — :, J., may. •�
IN WATER LINE
F® FIRE DEPARTMENT CONNECTION
mG
Spy �•
OFFS15
.RIPARIAN
5 -
SHEET xs 8 OF 9
PROJECT xt:PM1258-2
DESIGN FILE #:Construction Drowings.dgn
NORTH 11
11
96 SLIP MARINA
PIER B
PIER C
(12 SLIPS)
(16 SLIPS)
54.00
48.00 54.00
TYP
TYP
TYP
24.00I
REVISIONS:
�I fE 6.00
TYP
Na
TYP
FD
i
PUBLIC TRUST
1 AREA= 3.984 SF
2
0
FDC 6�
oa
~ 3
4 I
5
6 FISH CLEANING
11 STATION
FDC FDI
7
PUBLIC TRUST
8 3 AREA= 3.984 SF
9 r��—
o —�-- --a —� o —�--
10 :4" PVC DRYSTAND SYSTEM
FOR FIRE DEPARTMENT
11 FDC
12
PIER D
(12 SLIPS)
SIGNAGE PER NOTES 2A. 2B & 2C
ON THIS SHEET AT END OF EACH
PIER (TYP)
111111/%%/"7O/7//%//,0000m0
•
FDC
PUBLIC TRUST AREA=
5.280 SF
4" PVC DRYSTAND SYSTEM
FOR FIRE DEPARTMENT
� m
— TIE PILES
(TYP)
4" PVC DRYSTAND SYSTEM
— FOR FIRE DEPARTMENT
O
O
00
01
--�— PUBLIC TRUST AREA=
5.280 SF
CAMA MARINA CALCULATIONS
SHORELINE = 1,795.63 LF
ALLOWABLE PUBLIC TRUST AREA OCCUPIED BY MARINA
WET SLIPS = 27 SF PER LF OF SHORELINE
ALLOWABLE PUBLIC TRUST AREA OCCUPIED BY MARINA
WET SLIPS = 27x1.795.63 = 48.482.01 SF
PROPOSED PUBLIC TRUST AREA OCCUPIED BY MARINA
WET SLIPS:
PIER B = 3.984 SF
PIER C = 5.280 SF
PIER D = 3.984 SF
PIER E = 5.280 SF
TOTAL = 18.528 SF
6.0'
v TAPERED FINGER
PIER (TYP)
m
o BOAT LIFT
EACH SLIP
4~�
12" DIA. J
TIE PILE
(TYP)
TYPICAL WETSLIP LAYOUT
10' WIDE BOARDWALK
SCALE: NOT TO SCALE
STRUCTURAL DESIGN BY OTHERS
o
o
N
6' WIDE BOARDWALK FOR MARINA & KAYAK
LAUNCH OVER COASTAL WETLANDS
SCALE: NOT TO SCALE
STRUCTURAL DESIGN BY OTHERS
REVISIONS:
Na
BY DATE DESCPoPTIONI
CMC 11129118 MARINA REV. PER QMF
2
CNC 1122119 MARINA REV. PER DMF
HAROLD R. COMER, ETAL--•
]6'
_-•_,N/F:
PIN: 535702953841000
_DB
1474. PG 74
- -
MARINA�[]P�LANj��7�v
_
------------
SHORE FRONT ll
T� j�
JC ARK
RV PARK 8 MARINA
WHITE OAK TWSP.. CARTERET COUNTY.
NORTH CAROLINA
CLIENT: HAROLD COMER. ROBIN COMER
& DESIGNED:
DONNA COMER
CMC
ADDRESS: 400 WETHERINGTON LANDING
RD. DRAWN:
�Iuurl /�
STELLA, NC 29582
CMC
N
PHONE: [phone]
CHECKED:
°1C1H[E
RDC
'a SEAL �_9=
CiJLLIIPHIEIB GROUP, P.A.
APPROVED:
- 037378 =
ENGINEERING @ SURVEYING SERVICES
DMG
�n•L',F` Q-, 4��
'9R'Nr'rNEF•'`QZ�
151A HIGHWAY 24
DATE:
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO.C-4482 11/29/18
)tzz�5
__
-----------
SCALE:
CHARLES M. CULLIPHER, P.E.
1 11=20'

y 1 OBSERVATION
} ; 6WIDE BOARDWALK PLATFORM
OVER COASTAL WETLANDS PIER B —� PIER C �—
�1-\ oo (12 SLIPS) I (16 SLIPS)
t
ON - �r
O F -
EACH SLIP
!II PIER A.
t II
' tv W
W — IN - Iv ^.
WII II I
PIER E
PIER D (1 6 SL IPS)
(1 2 SLIPS )
-�
/I�
1 r •i
PIER A PLAN VIEW
15
10
5
0
-5
SCALE: 1"=20'
0 1 m l
I I m l I m l I
2 I I I
I I m I I m I I m
34.56 i i o z i i 0 z
— HIGH GROUND
I 1 1 10 a l 1 n l I d
I I I I 1 I I I
I I 1 x 1 1 I
I I I i I I 1 i N ml I 1 m m i 1 1 i m
I I m 1 , m I 1 I 1 � �' 1 I 1
I I 1 O I I I 0 1 1 I 1I I I I N
I I 1 j 0 1 i I m l r l I 1 r r l I 1 I r
m, m 1 1 1 0
I I z 1
,O I 1 ICO Z I D I I 1 N 1 I I N
I m
m, I I I I I I l 0 LP
o� ip i� iW ,o i i iz
m i 1. I Ip I D I I 1 x I I K m I I I I m �' 1 I I m
I N I 2E_ I, N I I 1 N I I A I I I , I I , ,-p
O, ID 1 0 1n iD ii i O i , m m i i i i n i i i i n
d l I= Im la ,r 10 1 1 I I Z 1 6' WIDE I I
fi �� 'o° 1D iE im 1 10 �' ' I� �° i 6'WIDE ips
ml i 10 1 ,m IA 1 1a a 1 1 � � I FINGER I � -u FINGER 1�
r, is i� is 1� i< 1 10 � i i .av m, PIER i i i m m i PIER i i im
DI 1m '� 'm ID 1 I I.� 0, I 111 1 1 IA .Z71 1 I 1A
Z, I -q I� Im ,Z Ir IZ la 1 I Z 1 1 1 I I 1 1 1
A Im 'r Im itOil IZ I� I� x1 ID �1 1 1 i0 ml I I jm
I :l7 I X IA I I m I I1 1 1 1 I 1 I I 1 ,
----frt.-�--ti--r---r-r-rl T ---r - -----r----------'r
-r---r-I-r--------�-------�--
i I i I I I I I BOAT LIFT PILES AND
I I I I I I I 1 I I I 1 I
i BOAT LIFT PILES AND
EQUIPMENT (TYP) EQUIPMENT (TYP)
20.00
----+1—J--J—---L——^--------------------1--J.—L--- "-
a
-----------------------
�
NY I I
348.35 LF 10' WIDE BOARDWALK I'
i i i i 1 (PIER A) , I
-- -------i--
--- - ----- - - - - - - - - - --- ----- - - - - - - - - - - - -
I
.0' WALK OVER------�---- T T --
�ASTAI W TLANDS I 10 WIDE PLATFORM
J�
p 5
PROPOSED J
FILL
----------- --
0+00
PROPOSED
BULKHEAD
ISHEET # 9 OF 9
PROJECT #:PM1258-2
DESIGN FILE xs:Construction Drowings.dgn
---- 1� --- u---- 11' --- JI ---- IL --- jI---- --- A ---- u --- 4 --- 9 ---- 1�---U---- II. --- =1 ---- 1I.---JIA--- I-II --II---- �__ug---- 1I--- ----I}---41--IQ-µ---411 ---11-
-------------
1-
- - - - -- - - - --- -------- - -- - - - -- - - --
EX.
EX. GRADE
SUCTION
PIPE
1+00 2+00 3+00
CAMA CROSS SECTION A -A
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=2'
--T-J1 - -1 - -�
minlim
NLW D)_PTH AT
WET SLIPS (TYP)
4 +0 0
HHW'7_
— — — — — — — — — — — NLWV _.
N
N/F: HAROLD R. COMER. ETAL
PIN: 535702953841000
DB 1474. PG 74
5+00
gU�fylulll �� L
ift. yy -
:a SEAL `
037378
�1
REVISIONS: