14-19 Oversized Plans

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IN
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SHEET
I11DEX
01
- OVERALL
•SITE PLAN
02
- EXISTINC
CONDITIONS PLAN
03
- SITE &
LANDSCAPE PLAN
04.0
- EROSION
CONTROL PLAN
PH-1
04.1
- EROSION
CONTROL PLAN
PH-2
04.2
- EROSION
CONTROL PLAN
PH-2
05
- GRADING
AND DRAINAGE
PLAN
06
- UTILITY
8, SEPTIC PL&N
63, I :
S17q3 v�� 07 - SEPTIC DETAILS
`E 08 - MARINA PLAN
'•,. - 0 CAMA CROSS SECTION
•, `, �\ =NANO /
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_Q2 s DELMA JAY & ROSA MORRIS
O s\ PIN: 537502975116000
6, 30 " 0 $ REP lR DIG 1471, PG 1 7 7
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7
2
0
SITE
WHITE OAK RIVER
0+
�S 8
e RAQ
37.0p VICINITY MAP (NTS)
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\ p 37.00 (D 8� ,o O o ,_ l`:.. REPQ / '
37•p0 >
° �' 69 .00 v ` o AREA °�5'3 „
2g e 0 o B s E LEGEND
37.00
0� F 50.00 37'0p Q e 11 0 96 9
Asp R
r pR jV$ 2 0 1� 404 WETLANDS
y 37.00
3, 37. 0p 17 0
0 h o " p0 I•�
T DATA A h ,- ; 3g N 37. p
SITE D s
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.45
�' H28.99 LLJ
TRACT AREAS / jI / N ` l II ,, / 7 7 ` O COASTAL WETLANDS
TOTAL TRACT AREA = 12.04 AC''
404 WETLAND AREA = 3.541 AC a 1 - it j llI Il /� l it i / I l l 37.0 ' 43 g 'o
COASTAL WETLAND AREA 0.83 AC la I / I I li , I ,l/ O e
H1Si > 3 0
PROJECT AREA - 488,481.84 SF - 11.21 AC
/ il� I l lll� I �Il it ll i i l� 6q o RES r HERS
{ I i l,l i il/ fill i t l I l l 111 l 37. y 4 6g 5 ROOM
AREA WITHIN 75 AEC - 2.802 AC �lll ll l 0p 5 k { •• ; `
AREA WITHIN 30' CAMA SETBACK = 1.137 AC / l I l CJ l I oo �� 0 Q
l r !
� � m ,�� llll// l 111 �lII l
FLOOD ZONE f / �/
/ .,�� � 33 / � lll,l I I/I/ illl W l i lll�l �`�' oo I ,� � ���' ��' �� ? .: � ._�....
i ., 0: a ti. l I l I l ll l zo. � v> O� ); 1 WASHED #57 STONE
I l // l ll C+; I I I / l/ l 4C ��° `� "'� � ;� � ` 2 I ,
PORTION OF LOTS ARE IN A FLOOD ZONE AE ELEV=9.0' 1 I �1_ r j / ��- �ll,� l 111 �llll , ! l �z /i l� l// ll O 0 0 /' ` :,�< ^� 51.70 -r_... .
F.I.R.M NUMBER 3720534600K WITH AN EFFECTIVE I �!'j l / l l l l/l / o �` SPACES a lull l I Ill / l l / l o �.:: � .. QCE l ,, � �� � > a ,• -r ..,< r ' � 513°02'42"E
e I / EXTENT 'OF. 4p4 r l gy�u��l l l �l llI lQ; M �..� S..' I�.
�„ l �l l� i l l Ill �Il / l / l 4�'s 0..€ 1 1 .
DATE OF NOVEMBER 3RD. 2005. I � � � � I � .• � � / / , // , / I / / / 7 - •44 �, !
I I�,, 1 � 3 /: o � �, �ll I/ I / �� /llll / 'Q 11 '' �a� .' r .,` � �. ,...,.- t. ��� � WE;.�L AND L"I
COUNTY ZONING j l 0 2 M I / / II / / / // r a l / , a� , ! ,✓
• � I� :w, ( _ 4l
" I t r I /l / l /II / l l I / t
PROPERTY IS CLASSIFIED AS "UNZONED IN CARTERET COUNTY j! I , / I l lI I/ I, I I s 3./
a0 IlIl I I l l l / IlI� 48 'Oo o +�► C+ .
LL CART ," AN
! f : 3 '�.
� �, �•�.
PROPOSED IMPACTS , ' � � I � � OO
WITHIN N 75' AEC: I z Q 3s.ppl 1 1 1 4g '°o es° o^.....
DEVELOPMENTWI _ _ II i 66 3s a o o °� °< . t;, t •�• .e
PROPOSED AREA = 0.463 ACI PROPOSED IMPERVIOUS - 0.008 AC (LOTS 31 35 FOR RV PADS)
l"
li I I Q 56 a 4 0° >' ` 21 0 SP 1i t_1 �i��A t
DEVELOPMENT WITHIN 30' CAMA SETBACK: J� O ACES
I o m e S r, Y u f {" f� O I 2 J�/� f '•..
;,
PROPOSED AREA = .063 AC (GRADING. BULKHEAD AND 6 WIDE BOARDWALKS) I O�' ,° oo �ti s <;,�= A '�•
THERE ARE NO PROPOSED IMPERVIOUS AREAS _� I II I 1 i j s 2 ° - qR
u o M O o° .� =° I �' 1 �'� �� �•
�I 3 I o0 3s.00 22 ..,,, - ' LQj Z�•
PROPOSED 404 WETLANDS IMPACT: �� I 3 �' SZ T
.11 AC (FIRE APPARATUS ROAD 8 RETAINING WALLS) b s.o Oo o s .�� ti ti
PROPOSED AREA - 0 2 P�' °�� s ��,':'�(¢�r. ! �Z �n •.,
PROPOSED IMPERVIOUS AREAS. FIRE APPARATUS ROAD SHALL BE CONSTRUCTED 'n I35.00o- " f'" ��
THERE ARE NO RO I i ��� `2` TRANS I T I ON' FROM ,2Q' WI1� .,°
RED PERVIOUS. -- -.I I'' 51 2 ^°° ' ,:,;'� `, .i �`„ iv ��� o EX. CONCRETE RAMP SHALL BE
WITH wasHEO ss57 STONE AND Is CONSIDERED ►m I 35. P�' { ROAD TQ 18l[DE; ROAD; / ` ,� ti CONVERTED TO A KAYAK LAUNCH
I�� N 37.0p 3a. ^°° WEST' OF I NTEPSECT ION ` ,` ' ��', ° ° '`'•..
COASTAL WETLAND IMPACT: 1 N 1 0
PROPOSED AREA 0 006 AC ( WATER DEPENDENT ACCESS. 6 WIDE DOCK d KAYAK LAUNCH RAMP) I M J7.00 31 2y.an s°r`' / ��" of q�
THEREARE NO PROPOSED IMPERVIOUS AREAS. �" Ii.' '� 37.0p 24 �° oo J
E 1 I �, ? ^ { .''
THERE IS NO PROPOSED EXCAVATION OF FILL. �:„'�
UNDER PERMIT 411
#: CARTE-2019-04 = 5.81 AC r '� '�..0
PERMITTED LAND DISTURBANCE
PERMIT MODIFICATION LAND DISTURBANCE = 1.17 AC I +
PROPOSED/
,
O .,
TOTAL LAND DISTURBANCE = 6.98 AC �. •- I '4
.\ 37. 00 • ..�.. '° 27
\J
^; - f �:� f - } J7,3`
• -
T RMWATER PERMIT `s> \ ` s _ 37.00 •�g j
PROPOSED LOW DENSITYS 0 _ S MARINA MARINA (56 SLIPS)
S° �\ ` NOpb9 i5'AEC_ 37. 00
PROJECT AREA = 488,481 .84 SF = 11.21 AC `S9a00::� - �, _ 37 ° �••_.._ g PLAN FOR DETAILS
PROPOSED IMPERVIOUS: v L EXTENT QE COASTAL
64 SF MAX ACCESSORY BUILDING PER LOT `
.. _.�.- a2 •--•-- _ }WETLANDS L iNE
'.•,+._^�, .f. �-,.,i1 er. � _' _•� �..-._-._..-..-..-..•"f... IB Ay°W 1 i/..4 �+ '3 �' � �' �+r++ i
464 SF MAX PER LOT FOR 56 RV LOTS = 25.984.00 SF = 0.597 AC
t � t
41
PROPOSED 20'WIDE
ASPHALT DRIVE = 18.929.41 SF - 0.434 AC aACK `
PROPOSED 18 WIDE ASPHALT DRIVE - 13.553.05 SF 0.311 AC �,
M = 1 SF - 0.003 AC :r ,,.. :' t`
PROPOSED HIS/HERS RESTR00 50 _� � ,
,,...►�� _ � a, > �,. a' .ate r � j � �
= 1 .4 F = 1 .345 AC 24 :, -� �r.._.>- - s� �, % '` 4 A.
TOTAL PROPOSED IMPERVIOUS AREAS 58.6 6 6 3.
PERCENT
IMPERVIOUS - 11.99% 16°
'!>`�. /;> .♦ i i COASTAL
TOTALI 1�,'.,,
ARE REQUIRED TO BE SLOTTED AND UNCOVEREDI 5 p
NOTE: DECKS E N/F � ,. � ♦ �,� .. .` � � c \
PAR HALL BE WASHED #57 STONEI E " - `. ••_ I r .+' F.
FIRE APPARATUS ROAD AND KINGS , '---w. •,. �' � � .��' ., �' �. ,: ..f i/ �;� �` WETLAND _>
FIRST 8 LAST CHILD. LLC -' ♦ / \
PARKING PER RV LOT SHALL BE WASHED #57 STONE. �
PIN : 5 3 5 7 0 2 8 71 12 0000 - r=► % �' ' yN j ;' sy •��
DE 961, PG 60 97.40 -r' f - - � �� =•:. t` \
THERE ARE NO MINIMUM BUILDING LINES. A 10' LANDSCAPE BUFFER IS S23°29'Ol
REQUIRED ALONG THE EASTERN PROPERTY BOUNDARY.
tires N/F
DELMA JAY 8 ROSA MORR'7
PIN: 53750297511600C
DG 1 4 71 , PG 177
F NCB, \
N/F
FIRST & LAST CHILD. LLC
PIN:535702871120000
DB 961, PG 60
INSET
SCALE: 1"=60'
SHEET # 1 OF 9
PROJECT #:PM1258-2
DESIGN FILE #:Construction Drawings.dgn
20' R/W 8 20'
ASPHALT CAVE
(TYP)
EX. E 0 P
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S14�27;80 CDASTA;L XWETLANDS
NORMAL HIGH WATER 07
1,
F
T -
30' CAMA BUFFER
9
50' SAHOW BUFFER 100' SAHOW BUFFER S 362,2p
19
75' AEC °52 071�E "'^'`•.`,ls' '�
.. •,R fpgR '�.
RV LOT
AREA TABLE (MIN.
ALLOWABLE =
2,000 SF)
RV LOT
# RV LOT
RV LOT #
RV LOT
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
17
2454.65
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
56
2605.70
0 30 0 •• 120
•0
NOTES:
1. BOUNDARY SURVEY AND 404 WETLANDS TAKEN FROM MAP PREPARED
BY JOHN L. PIERCE 8. ASSOCIATES P.A. LOCATED
IN JACKSONVILLE, NC
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 REGUIRMENTS
OF THE CARTERET COUNTY ORDINANCE.
8. USES FOR BUILDINGS AS SHOWN OR AS OTHER PERMITTED USES
WITHIN ZONEt )11t/ tr
P
" ;'ate. � SAE
7- 03737
z5`
JlM
rt Iizz
SECTION A -A
SEE SHEET 9
REVISIONS:
Na BY DATE DESCRIPTION
I CHIC 11129118 MARINA REV. PER DMF
2 CMC 1122119 1 MARINA REV.PER DMF
N/F: HAROLD R. COMER, ETAL
PIN: 535702,953841000
DB 1474, PG 74
OVERALL SITE PLAN
SHORIE, FRONT PAR]IkS7,"
RV PARK & MARINA
WHITE OAK TWSP., CARTERET COUNTY, NORTH CAROLINA
CLIENT:HAROLD COMER, ROBIN COMER & DESIGNED:
DONNA COMER CMC
ADDRESS: 400 WETHERINGTON LANDING RD. DRAWN:
STELLA, NC 29582 CMC
PHONE: [phone] CHECKED:
RDC
THE CU]LlLIP HIER GROUP, P.A. APPROVED:
ENGINEERING & SURVEYING SERVICES CMC
151A HIGHWAY 24 DATE
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO.C-4482 1 1 /29/18
SCALE:
CHARLES M. CULLIPHER, P.E. 1 "=60

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ELMA JAY 8 ROSA MORRIS
w_ PIN: P 537502975116000
G 1471 . PG 177
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.�._.•,���` �� '`� f 2g PROPOSED 404 WETLANDS
/--�`� .• , >z� a. �P '?9 IMPACT AREA — 0.106 AC
r& • �+ aye a.w „„ �' u: a t c
10001.
31,
/..
f i
/ a q
�( M to 3
a i } x S m
�PROPSEP 75'AEC IMRAT� •._. .M. ,9
/ g 8�q a ARE 0..,.175,. ACC g°t s �° 4!
i
°_- ...,. „ ° �., �. .<,. ; ' ,.e: a '
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5 r t z. t 3 s B u .. f 9 `" gam,
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PROPOSED
u
i m D L I M`1 TS OF f
P
w .. I DISTURBANCE f L D�----- L
� > L
m AREA 6. 98AC
------------
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'AEC
f�• PROPOSED" 75,IMPAC v Q h
v Nor ( au t ._ AREA _ v ti P
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ry
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,� a .,;ENT
..°
7pp7 _,r .`••... 4.:'Y•W LNj,JjjOF ,.,.
tl ` .^.r` ♦ —_, 6,. ,. '..',>. ♦ ' " e • N , .. "',° w ''e.,"a° ` ,„„'w,° 'S w n Ar. r'• �` w+� 1 F ... °°"< , '
s41
SITE
WHITE OAK RIVER
`oti
VICINITY MAP (NTS)
PROPOSED 30' CAMA BUFFER
IMPACT AREA = 0.063 AC
51.70
S13°02'42
ti�
�s
8
PROPOSED COASTAL WETLAND
DING IMPACT AREA#1 = 0.002 AC
1�
R jpgR •�
IqH Ofc'•..
FS4
EX. CONCRETE RAMP SHALL BE
CONVERTED TO A KAYAK LAUNCH '` •�,
'e•
236 LF EXISTING RIP RAP
SHORELINE STABILIZATION
`� >N/F.," - ,° PROPOSED COASTAL WETLAND
lg' �S' j / `.04` .W L AN /
• SHADING IMPACT AREA#2 = 0.004 AC
FIRST & LAST CHILD. LLC }` �' /
P I N: 535702871 120000 -' , :DB 961,
F
1571
I y NORMAL �o�"�••=-,,,= WETLANDS
L HIGH GH WATER f► •—— � qt.
30' CAMA BUFFER
_75
4CCFSS 50' SAHOW BUFFER.
Fq r_
100 SAHOW BUFFER 3g2.2p oLn
��
N/F
DELMA JAY & ROSA MORRIS
PIN: 537502975116000
DG 1471 • PG 177
CF �
q } } S Y
N/F
FIRST & LAST CHILD, LLC
PIN:535702871120000
DB 961, PG 60
INSET
SCALE:. 1"=60'
SHEET # 2 OF 9'
PROJECT #:PM1258-2
DESIGN FILE #:Construction Drowings.dgn
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EX. E0�'�
.• • •120
441111 ���i� I1 i//y/iaiiiiii ���■■
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75' AEC tg°52'p7., f � Q
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NOTES:
1. THERE ARE NO PROPOSED IMPERVIOUS AREAS ASSOCIATED '�''`•
WITH THE PROPOSED IMPACTS TO THE 404 WETLANDS,
30' CAMA BUFFER OR COASTAL WETLANDS.
2. ALL GRADING WITHIN THE 30' CAMA BUFFER SHALL
CREATE SHEETFLOW OF RUNOFF AWAY FROM WHITE OAK
RIVER AND TOWARD EXISTING WETLANDS.
3. THERE IS NO PROPOSED EXCAVATION OR FILL WITHIN
COASTAL WETLANDS. ONLY SHADING IMPACTS PROPOSED
BY 6.0' WIDE BOARDWALKS FOR ACCESS TO MARINA
AND KAYAK LAUNCH.
4. PROPOSED 404 WETLAND IMPACTS ARE FOR THE INSTALLATION
OF A FIRE APPARATUS ACCESS ROAD AND T—HEAD TURN
AROUND AS REQUIRED BY NC FIRE CODE FOR MARINAS.
5. FIRE ACCESS ROAD TO BE CONSTRUCTED WITH 8" OF WASHED
#57 STONE ON TOP OF CLEAN SAND AND GEOFABRIC AND
IS CONSIDERED PERVIOUS PER STATE STORMWATER REGULATIONS.
:a SEAL ,
037378
I�r�l�+ty�t
LEGEND
LD
RECEIVED
404 WETLANDS
COASTAL WETLANDS
EXISTING CONTOURS
PROPOSED LIMITS
OF DISTURBANCE
PROPOSED WETLAND. BUFFER.
AEC IMPACTS & SHADING.
SEE COLORED EXHIBIT IN
APPLICATION PACKAGE.
REVISIONS: I
Na I BY DATE i DESCRIPTION
OCT 22 2018
N/F: HAROL D R . COMER -DtWMHD CI
PIN: 535702953841000
DB 1474, PG 74 -
EXISTING CONDITIONS AND WETLANDS IMPACT PLAN
S1HIC�DIf�lPL-.d FRONT PA 111R11K
RV PARK & MARINA
WHITE OAK TWSP., CARTERET COUNTY, NORTH CAROLINA
CLIENT:HAROLD COMER, ROBIN COMER & DESIGNED:
DONNA COMER CMC
ADDRESS: 400 WETHERINGTON LANDING RD. DRAWN:
STELLA, NC 29582 CMC
PHONE: [phone] CHECKED:
a ILA1U �'v,L-,u_juIr "F,JM '1snULl 1t-9 1tV.A.
ENGINEERING & SURVEYING SERVICES
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO.C-4482
R
APPROVED:
Z
CHARLES M. CULLIPHER, P.E.
DATE:
8/14/18
SCALE:
ill=60'

v
N/F 0
ORTh DELMA JAY & ROSA MORRIS m
PIN: 537502975116000 co
DIG 1471, PG 177 w
U) w
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TYPICAL RV LOCATION 0
S17*25'38"E 0 a
.296. 9 LU
U)
Nlao 2'
REPAIR AREA A 52 qq
REPAIR AREA B C) Lo!
10' LANDSCAPE BUFFER T­
0 0 0 0 0 0 0
9 - (�,� - (3) -V
O OOLn OLn w U0 LO LD w
0OO O O O @ O 8 10' LANDSCAPE BUFFER IN
- 'y -v * -,y -1)Y L__j L__j L-1 L_1 It_ I
(p ly
L_1 -J ...... . ..... �;y
16
�y
0
01,7* F 2_Nos''i 6. 5 6 11 11 11 LANE OAR N­
'4j 37.00 37.00 l RE f
21.61 37.00 37 00 37.00 37.00 37.00 37.00 37.00 37.00 37.00 37.00 37.00 37.00 37.00 74 5�31 �y 4", 9
6 �j H IS/HER S FGN ('T P,),/
6.46 145.00 2 0' &�ffkA 91 .45 �y �y
----------------- ------ ------------------ _�j_-DR-LVE -------- L
S17*26'37"E - - - - - - - - - - - N _2575�TTwCCN_TlR_0 IN 20 R/W TYP) S 17 25 7-3 EP'_E_ RESTROOM -V
3 f _ly 11 1 11
MAX:20'xlO' -V 4 A
50 37.00
.00 .7
rn Ln 0)
...... . ..... i F
69.64 -V
............. i
817-69
0-
ZoU8
/1'."
20' ASPHALT
DRIVE CENTERED
IN 20' ACCESS
EASEMENT
EX. FENCE
00
0
ASPHALT
Ln
CENTERLINE
CURVE
DATA
CHORD BEARING
= N56024'42"E
CHORD
BEARING
= S84005'33"E
CHORD LENGTH
= 53.65
CHORD
LENGTH
= 7.91
RADIUS
= 38-00
RADIUS
11
= 38-00
LENGTH
= 59-57
LENGTH
= 7.93
CHORD BEARING
= S84*15'43"E
CHORD
BEARING
= S89014'28"E
CHORD LENGTH
= 7.39
CHORD
LENGTH
= 14.66
RADIUS
= 38-00
RADIUS
38.00
LENGTH
= 7.41
LENGTH
14.76
CHORD BEARING
= S34-43'01"E
CHORD
BEARING
= N84o3O'46"E
CHORD LENGTH
= 98.43
CHORD
LENGTH
= 6.46
RADIUS
= 60.00
RADIUS
= 38-00
I
u
LENGTH
= 115.42
LENGTH
= 6.47
CHORD BEARING
= S25009'46"W
ul ul
CHORD LENGTH
= 9.98
i
_o rn
RADIUS
= 60.00
LENGTH
= 9.99
CHORD BEARING
= S60*03'06"W
CHORD LENGTH
= 38.14
RADIUS
= 38-00
LENGTH
= 39-95
CHORD BEARING
= N43*58'10"W
CHORD LENGTH
= 54.54
RADIUS
= 38-00
LENGTH
= 60-83
CHORD BEARING
= N14038'46"W
CHORD LENGTH
RADIUS
= 74.00
= 130.00
LENGTH
= 75.04
CHORD BEARING
= N15*30'34"W
CHORD LENGTH
= 20-53
RADIUS
= 38-00
LENGTH
= 20.79
LL
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�- 71 * I -# I
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�y
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C6
24 1 �y �y �y 114
AN '7
�y I
b• �y
18' ASPHALT DRIVE 193.31
VET�LANDS,
_7
-C-E-N-TE Pr0_rR_ R7/W_CT_fF5_) 1 - f �y
-V
37.00 37.00 37.00 37.00 18.17 gELI.NEATnbj'
V
25
-ly
-V
J
j/ A -V
-;y �y '.7 1
4v
-7
26
00
"A w
SAHOW 4
y
100'SET8
. ..... .....
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CHORD BEARING S82029'56"E A0 -V -;Y 171
2, 4
CHORD LENGTH 9.75 -107 /IF S19- 52'07"E
FIRST & LAST CHILD. LLC _20, _V �( _�y 4 S 14 0 2 1
RADIUS 38-00 PIN:535702871120000 S16015"07//E sz.� 07
LENGTH 0 = 9.78 DB 961, PG 60
ASSESSORY
BUILDING
65.0 1
MINIMUM LOT AREA 2,405 SF
RV AREA = 400 SF
ASSESSORY BUILDING = 64 SF
TYPICAL IMPERVIOUS = 464 �F
AREA PER LOT
MAX DECK SIZE = 300 SF
DECK MUST BE OPEN SLATTED AND UNCOVERED
TIRE STRIPS SHALL BE WASHED #57 STONE
ON GEOTEXTILE FABRIC (SEE DETAIL)
TYPICAL LOT
SHEET # 3 OF 9
PROJECT #:PM1258-2
DESIGN FILE #:Construction Drowings.dgn
10 11 1 "'Y
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35-00
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TYPICAL ASPHALT PAVING_
SCALE: NOT TO SCALE
LANDSCAPE REQUIREMENTS
WASHED
STONE
EXISTING
SUBGRADE
MIN 8" DEPTH FOR
FIRE APPARATUS
ROAD
GEOTEXTILE FABRIC
LINING ON BOTTOM
AND SIDES
TYPICAL #57 STONE SECTION
SC__E: NOT TO SCALE
ONE 10' WIDE LANDSCAPE BUFFER IS REQUIRED ON THE EASTERN BOUNDARY.
BUFFER SHALL HAVE TWO OFFSET ROWS OF EVERGREEN SHRUBS SPACED AT
4.0' FROM TRUNK TO TRUNK WITH A SEPARATE ROW OF LOW LYING SHRUBS
IN BETWEEN THE GAPS OF EVERGREEN SHRUBS.
40 20 C 40 84,,
NHW IS THE SHORELINE OF PROPERTY
SHORELINE = 1.795.63 LF
'FIRE LANE NO PARKING' SIGNS
or) 0 WASHED 057 STONE
A
SEAL
037378
1�_ Iv
410 1 Nt� - -
JIM cuvNlx\
VjFcENED
-A
OCT 22 W9
DCWi.MHD CITY
REVISIONS:
No. I BY I DATE I DE T
N/F: HAROLD R. COMER, ETAL
PIN: 535702953841000
DB 1474, PG 74
SITE AND LANDSCAPE PLAN
SHOIR�IF RONT IAAIRK
RV PARK & MARINA
WHITE OAK TWSP., CARTERET COUNTY. NORTH CAROLINA
CL I ENT: HAROLD COMER, ROBIN COMER & DESIGNED:
DONNA COMER CmC
ADDRESS: 400 WETHERINGTON LANDING RD. DRAWN:
STELLA. NC 29582 CMC
PHONE: [phone] CHECKED:
RDC
L I'IHE CULLIPHER GROUP, P.A. APPROVED:
ENGINEERING & SURVEYING SERVICES CmC
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557 DATE:
[phone] LICENSE NO.C-4482 8/14/18
SCALE:
CHARLES M. CULLIPHER9 P.E. 1 "=60

LAND DISTURBANCE = 6.98 AC
ALL DENUDED AREAS SHAIi RF STARII17Fn wrrHiN
q `"2 i,,i; d� .•rt• :: ,nw g ;» ": F \'.. H .�- ..` - _- - - f \ - 1 - i �" j _ -.
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N/F S16015' 07 "E S230 29' 07 E S14° 27' 07 "E
FIRST 8,LAST CHILD. LLC
PIN:535702871120000
DB 961, PG 60
SKIMMER BASIN DESIGN DATA
BOTTOM
BOTTOM
SIDE
TOP
TOP
BERM
BAFFLE
SKIMMER
SKIMMER
BOTTOM
BERM
BASIN #
LENGTH
WIDTH
SLOPES
LENGTH
WIDTH
DEPTH
WIDTH
SPACING
SIZE
ORIFICE
ELEVATION
ELEVATION
ST#1
52
17
3:1
70
35
3
5
11.75
1.5
1.25
5.0
8.0
ST#2
31t
r
5
3:1
49r
23r
3r
5r
i
7.75
rr
1.5rf
0.75n
r
4.Or
r
7.Or
ST#3
T
44
r
13
3:1
62
r
31
r
3
r
5
11.0r
1.5
1.25
4.5
4.5
EROSION CONTROL NOTES
MAINTENANCE PLAN
1.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED
FOR STABILITY AND EFFECTIVE OPERATION FOLLOWING EVERY RUNOFF
PRODUCING RAINFALL EVENT OR AT LEAST ONCE A WEEK. REPAIRS
REQUIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AND
FUNCTIONS INDICATED ON THE PLAN.
2-SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING
WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE FENCE SHALL
BE REPLACED OR REPAIRED AS NECESSARY TO MAINTAIN BARRIER.
3.ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AND MULCHED
AS NECESSARY ACCORDING TO THE CONTRACT DOCUMENTS TO
ESTABLISH AND MAINTAIN A DENSE VEGETATIVE COVER.
4.ANY AREAS STEEPER THAN 3:1 SLOPE SHALL BE PROVIDED TEMPORARY
OR PERMANENT STABILIZATION WITHIN 7 CALENDAR DAYS FROM THE
LAST LAND-DISTURRBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL
PROVIDE TEMPORARY OR PERMANENT STABILIZATION WITHIN 14 CALENDAR
DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
SHEET #4.0 OF 9
PROJECT ##:PM1258-2
DESIGN FILE #:Construction Drowings.dgn
NOTES
1. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY:
HAROLD R. COMER, ETAL
400 WETHERINGTON LANDING ROAD
STELLA, NC 29582
[phone]
2. BORROW ACTIVITY TO BE OBTAINED FROM A PERMITTED MINE.
3. ANY MATERIAL REMOVED FROM THE SITE MUST BE HAULED TO
A PERMITTED SITE.
2-3 INCH WASHED E
(6" THICK)
STONECONSTRUCTION ENTRANCE
SCALE; NOT Y SCALE
B',1AX.STANDARD STRENGTH FABRIC WITH WIRE FENCE
c rrc 6'...EXTRA STRENGTH FABRIC WITHDDT WIRE FENCE
N;I G
INSTALLATION NOTES:
to
N
O�
Q
LEGEND
404 WETLANDS
WIRE BACKFILL TRENCH
"
40 20 0 40 80
FENCE-iCROSS
ANCOMPACT
ROUGHLY
-�
STEELGROUND
POST
NATURAL
'�,�,✓` �,
ii i
-
SCALE 1 _4 0
ES
UPSLOPE
�`!
COASTAL WE TL ANDS
OCT 22 2U1$
B
0
MIN24
REVISIO • �M HD CITY
_ _ _ -
X I S T I N G CONTOURS
NO.
6Y
DATE
DESCRIPTION
r I
ECTION
VIEW
� �
9.0 PROPOSED CONTOURS
N/F: HAROLDR. COMER, ETAL
PIN: 535702953841000
TEMPORARY DIVERSION BERM DB 1474, PG 74
pp-
1 • THE BASE OF BOTH
END POSTS SHOULD BE AT LEAST
5. ATTACH THE FABRIC TO EACH POST WITH THREE
EROSION CONTROL PLAN - PHASE 1
ONE FOOT HIGHER
THAN THE MIDDLE OF THE FENCE.
TIES. ALL SPACED WITHIN THE TOP 8 INCHES
SF PROPOSED SILT FENCE
CHECK WITH A LEVEL
IF NECESSARY.
OF THE FABRIC. ATTACH EACH TIE DIAGONALLY45
PROPOSED LIMITS
® N T P A � K
SHOIR �F 13%,
2. INSTALL POSTS 4
FEET APART IN CRITICAL AREAS
WITHEEACHSPUNCTTURE ATELEASTI1WINCHLD-
AND 6 FEET APART
ON STANDARD APPLICATIONS.
VERTICALLY APART. ALSO. EACH TIE SHOULD BE
OF DISTURBANCE
POSITIONED TO HANG ON A POST NIPPLE WHEN
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM TIGHTENED TO PREVENT SAGGING.
SIDE OF THE SILT FENCE. AND AS CLOSE AS
POSSIBLE TO THE FABRIC. ENABLING POSTS 6• WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND
TO SUPPORT THE FABRIC FROM UPSTREAM WATER THE END POSTS AND SECURE WITH 3 TIES.
PRESSURE. 7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY IS ALLOWED ABOUVE GROUND LEVEL.
FROM THE SILT FABRIC. 8. THE INSTALLATION SHOULD BE CHECKED AND
CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
9• COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE
RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO
THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF
THE TRACTOR, SKID STEER. OR ROLLER EXERTING AT
LEAST 60 POUNDS PER SOUARE INCH. COMPACT THE
UPSTREAM SIDE FIRST. AND THEN EACH SIDE TWICE
FOR A TOTAL OF 4 TRIPS.
TYPICAL SILT FENCE DTAIL
SCALE: NOT TO SCALE
:d SEAL
97878 ;
S 'I G0v`����
RV PARK 8, MARINA
WHITE OAK TWSP., CARTERET COUNTY. NORTH CAROLINA
CLIENT: HAROLD COMER, ROBIN COMER 8. DESIGNED:
DONNA COMER CM
ADDRESS: 400 WETHERINGTON LANDING RD. DRAWN:
STELLA, NC 29582 CM
PHONE: [phone] CHECKED:
RDC
THE CU LlLIP H[lER GROUP, P.A. APPROVED:
ENGINEERING & SURVEYING SERVICES CMC
151A HIGHWAY 24 DATE:
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO.C-4482 8/14/1 8
SCALE:
CHARLES M. CULLIPHER, P.E. 1 "=4 0'

(LAND DISTURBANCE = 6.98 AC
ni i nr�iiinrn nnrAC ���.� � nr rrenr� ���� IN
N�RT"
ALL DENUDED AREAS SHALL
DL STABILIZED W1I ADE
�
NSF
7 DAYS OF BEING BROUGHT
TO ROUGH FINAL GR
DELMA JAY 8 ROSA MORRiS
Q
W
PROPOSED LIMITS OF PIN:DG 5 47 02 FIG5111 7
0. 1 12 AC OF
PROPOSED
�
W
DISTURBANCE (TYP)
404 WETLAND
IMPACTS
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NO GRADING ALLOWED 1N �� I I �1 ri
s
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1
3 �t .,,,�, , , o SEPTIC L D , (1 / t' :` .,, j
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/� ASPHALT I f ti ) t t' ' I o o r ,
/ E X . AS P H L ( `, ` pp j` t t o,•j �;81� OTHERS)' '
,��. �1� a , p f 1 i - �✓ �j f rt t 1
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CONSTRUCTION SEQUENCE - _ A' - 4 / ST L,` VET ND f , , /
1j ",\� ;7 i i r .�`� � / i `� l `!
INSTALL CONSTRUCTION ENTRANCE. t fa1 1 ' i v - _ _ _ f], _ �',) t "`t" �.` d f `/ i y f't 1: 1 ,, 7r ..�� I�� 1 V
CONTRACTOR SHALL CONTACT NCDENR ILMINGT R ICE AT t ,
U
W ON REGIONAL OFF # �
r -
;•t 1 1
a i 1 - � I i t \ l m ., ,..,... ,.,- ..,,.»,.:,,� ...�,:,.w,.�: ..-�"ram ... j;'.p��' ..._...�°w.:...;..x.;,� -' b `{ t,i ,mil' •y..,,, r"° "" ',/ �;� ' 1 U t
910-796-7215 AND THE CULLIPHER GROUP. P.A. AT:252-773-0090 FOR m t '
= t
I r ,t-
A PRECONSTRUCT I ON MEETING. N I , 1i \ �II I - s ��//• �� P' i .i t
// \�
0 1 1 i y �` t ll' i5 , } I + I I d \ Ah
`(f ! , t. %J' i j' - v \ J + I r`r \!i.' CONTRACTOR SHALL INSTALL SILT FENCE. SILT FENCE OUTLETS.TEMPORARY i: I � ��t : ._ __ _ - t t ' _/ - =D1VERSION BERMS AND SKIMMER BASINS AS SHOWN ON THE APPROVED PLANS. a ' i 3 1k i , W _- $ •��`�tA P T A ONG i I �,t t ' '1 \ I I d �r +
SILT FENCE OUTLETS SHALL BE PLACED a d j 1 I �� I I \ r ����� ����
HA P A AT ALL LOCALIZED LOW PO S L rI
THE SILT FENCE. CONTRACTOR SHALL CLEAR ONLY AS NECESSARY TO INSTALL I M'1 , �� Y ti �, I����� •�I
THESE DEVICES. i `a� t u ` I _ _ _ 1 r
'� IIIII I j'I '� ���A�� ��\�
1 ¢ r - - - _, �r-- - -- - > G�- �., .� � ��
1 v' ,. �� , `N �I�� �11NIl .Il�� - \� Aw,�>>)�� _ _,
BEGIN CLEARING AND GRUBBING OF SITE. t }ty a Illl.. �— J _
AH %% 1 '� �; y - r - ,I �I � CO
t 6
I I IIla) (� s� j 1 )( 1`n �I AV �C�r- a /� �����
GRADE ROADS AND RV LOTS. INSTALL THE RETAINING WALLS, BULKHEAD AND IIIQ u�i io v, �/�� =-�_— ��._; — — — — — — — — _ — — — __ �A //// !i t t. .�(
CULVERT #3 THEN BACKF ILL WITH SUITABLE SOILS AND 8 OF WASHED s�57 STONE 'I I + !#� ° t( 1 I �' � ����= _ �� I � � �,. ���a --�/ t,t, �a ;� � ' � �; �
FOR THE FIRE APPARATUS ROAD. MARINE CONSTRUCTION AND GRADING AROUND - 1 111 N (tt 1 v ` -�� _- _��� ` ` - - -` �' — r3 ,, ' �� �' 41 = �,'�- - /- _ _T/
T-HEAD SHALL UTILIZE THIS ROAD AND MAY NOT CROSS WETLANDS IN ANY OTHER �- �° I _
LOCATION.
t1—r I� �1 -
r .--�..r. ^ s o"'®." f 1 .. �.r � Y- p--'1 ,` J -"" �' \ � � , i D S
AS SITE COMES UP TO FINAL GRADE. INSTALL CULVERTS st1 AND �t2 WITH RIP ([( I ���---- pc —� - ��"� ���ji� ��^ ` " tJ ��
__ l , w, ,, CAS "AL WE LAN
RAP DISSIPATOR PADS. INSTALL UTILITIES AND SEED AND STABILIZE DISTURBED \ ! 't ``' -- �� .ti� �® ` r� t f / of r\'"' y j ,
SCHEDULE ON THIS SHEET. / ' ty4l\a _ �M -- _ ---------,.".; -- --�'= .r _i--=�®�_s�"` 1 t t� y� `r l i l \\ a __- - ------
GROUND PER SEEDING C / �-A - ®- .._.. ®- - � f' - , � , � \ ;,
A A RDANCE WITH THE APPROVED PLANS. ONCE SITE TE I S ' `' �, v �sOHes _ �.,� -� - J_ , } y ` r '
PAVE ROADS I N CCO _ ,.
COMPLETELY STABILIZED CONTACT NCDENR WILMINGTON REGIONAL OFFICE FOR /r.�" " v���„ `, �� -�` �=---__�__ _ %
..� "`-_-_ "' i- --i-- -il� ..1'',..� j�...� t - l ;ry- _ -..... ,..sl -=- ..1 I r'L. j .�'`.......!_ ✓ cy-s�' t-- 1 ;; f _iI fl;-_
FINAL INSPECTION. z.= _ _- /. _
�zL �- �_ _ — - _ ✓ t �i l `t- - - - d i;`--'-t �.,Ai fj' b _ t -�— 7 � Q lfi
- 7 _
UPON APPROVAL OF INSPECTION. MUCK OUT SKIMMER BASINS* FILL AND STABILIZE S' _ —'� ,�� - `�71y, ''`�; j %- z'?`�-*'--=---=--�� -� �' =, ;}_�-w 'r __�•� y �` I ". %� O
THE AREAS PER THE SEEDING SCHEDULE. 17 ��1'j �; , �� i r t-- '' \ ,_ _ _. _
` �.— a �p
Z
<�-4A~' Qom`
usQC7 z�U
mz-(=v USE 000�i
c,ym FU�b
- !A ...._-__-_ a I--
z Qan 10 LL
' a vx
xs> D z�"
- - - - LU
z-....-_..--_
NOTE: 4 X D
FOR CALCULATION PURPOSES H
_ - T CLASS 'H' RIP RAP = 100 LEIS. /FT3 LAI
CLASS I RIP RAP = 105 LBS./FT
"rtz 2XD C±
Ga U.
N � � B D l B
gL
PLAN o
y �••- D SLOPE 1 Y12t 1 OR FLATTER t►.
CL
►+! D 1 L = IZ
� O H r e, 2
T FLAN p
GEOTEXTILE
r SECTION A -A :IT
n
PIPE OUTLET WITH DITCH �
H= RIP RAP TO TOP OF PIPE (MAX. H = D t T) GEOTEXTILE
T- 16' CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS SECTION B-B
SHER1' I OF 9 T'= 12" CLASS '6' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS SHEET i OF 1
876.02 PIPE OUTLET WITHOUT DITCH 876.02
OUTLET YMfD):iCH
OUTLET W/0 DITCH
D
CLASS `B' RIR HAP
CLASS
I RIP RAF
CLASS '8' RIP RAP
CLASS I RIP RAP
TONS
S.Y.
TONS
TONS
"i..�
S.Y.
TOMS
"
5
2
5
1
4
2
1
4
15"
2
7
7
3
7
1
5
3
2
$
9
4
10
2
7
4
2
B
24"
5
14
15
7
15
3
11
7
4
12
3O"
B
21
21
11
22
5
i6
11
7
17
36"
11
26
29
15
3a
7
22
/6
1a
23
42"
15
3i
39
2O
39
10
29
22
13
30
4$"
-
-
48
2$
54
-
-
26
17
36
54"
SO
33
62
-
3$
21
47
6O"
-
-
73
4O
75
-
-
44
26
56
Be""
-
87
4$
69
54
32
87
72"
1O2
57
104
-
64
38
76
SJ i ��'''°..;-s",i.'..-.-'."�"'�'`'�''� ,1r '! ,%CID
' r -_ --, �'� - r \ -,`- .1 j"'a' 1 /' .�7 ..l' .t r .�lJ' t '- _t- - --' i`-�`;j"" �'9 ', ;:�"i / �'`�. - - - � ..y �� ...A �.� � O - .......
�3- _�� �t _ - _ - - - - 3 6 2 2 0
j•_�':1 • ."1-t� V<` � ., 17 1�•- '' �
` .., '0711E S14027'07"E S19052 07"E
N/F S16015' 07 "E S23029
FIRST & LAST CHILD. LLC
PIN:535702871120000
DB 961, PG 60
SEEDING SCHEDULE
SEED BED PREPARATION
LIME ----------------------------- 2 TONS/AC
10-10-10------------------------- 1.000 LBS/AC
SURFACE ROUGHENING: IF RECENT TILLAGE OPERATIONS HAVE RESULTED
IN A LOOSE SURFACE. ADDITIONAL ROUGHENING MAY NOT BE REQUIRED
EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE
TO BECOME SEALED OR CRUSTED. LOOSEN IT JUST PRIOR TO SEEDING BY
DISKING, RAKING OR HARROWING. GROOVE OR FURROW SLOPES STEEPER
THAN 3:1 ON THE CONTOUR BEFORE SEEDING.
TEMPORARY SEEDING MIXTURE
(DECEMBER 1 -APRIL 15)
RYE (GRAIN)---------------------- 120 LBS/AC
KOBE LESPEDEZA (SCARIFIED) --- 50 LBS/AC
(OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER 1S NOT
TO EXTEND BEYOND JUNE)
(APRIL 15 -AUGUST 15)
GERMAN MILLET--------------- 40 LBS/AC
(AUGUST 15- DECEMBER 30)
RYE (GRAIN)---------------------- 25 LBS/AC
(IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15,
OVER SEED WITH SOLE/AC KOBE.)
PERMANENT SEEDING MIXTURE
TALL FESCUE----------------- -- 60 LBS/AC
PENSACOLA BAHIAGRASS------------- 50 LBS/AC
SERICEA LESPEDEZA--------- ------ 30 LBS/AC
KOBE LESPEDEZA------------------- 10 LBS/AC
1. FROM SEPTEMBER 1 -MARCH 1. USE UNSCARIFIED SERICEA SEED
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE
TO 30 LBS/AC
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND
INCREASE KOBE TO 40 LBS/AC.
4. BETWEEN APRIL 15 AND AUGUST 15. ADD 10 LB/AC GERMAN MILLET
OR 15 LB/AC SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15, ADD
25 LB/AC RYE (GRAIN).
PERMANENT SEEDING MIXTURE (SWALES 8 DITCHES)
COMMON BERMUDAGRASS-------------- 60 LBS/AC
MULCHING
STRAW(WHEAT. OATS. BARLEY. RYE)----- 1-2 TONS/AC (AFTER SEEDING)
(STRAW QUALITY SHALL BE DRY. UNCHOPPED 8 UNWEATHERED)
ASPHALT TACK -------------------- 200 GAL./TON OF MULCH
1. APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETT[NG.OR
A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED
AS A MULCH ANCHORING TOOL.
2. A CHANNEL LINING MATERIAL (SEE DETAIL BELOW) SHALL COVER THE BOTTOM OF
SWALES 8 DITCHES. THE LINING SHALL EXTEND ABOVE THE HIGHEST DEPTH OF FLOW
WITHIN GIVEN CHANNEL. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT APPLY STRAW
AS PREVIOUSLY INSTRUCTED.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERT[LIZE IN THE SECOND YEAR
WITH 500 LB/AC 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED
FROM THE MIXTURE. RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
LEGEND
404 WETLANDS
COASTAL WETLANDS
-- --�. �;------ EXISTING CONTOURS
9.0 PROPOSED CONTOURS
I\
1 I ,
REVISIONS:
Na BY SCRiPT/ON00-
N/F: HAROLD R. COMER, ETAL
PIN: 535702953841000 [i �-AAA
TEMPORARY DIVERSION BERM DB 1474, PG 74
SF PROPOSED SILT FENCE EROSION CONTROL PLAN -PHASE 2
LD PROPOSED LIMITS SH
®IRIE:d �, F®NT PAIRK
OF DISTURBANCEt I I I I \el�lle
RV PARK 8 MARINA
WHITE OAK TWSP., CARTERET COUNTY, NORTH CAROLINA
CLIENT:HAROLD COMER, ROBIN COMER 8, DESIGNED:
DONNA COMER CM
ADDRESS: 400 WETHERINGTON LANDING RD. DRAWN:
STELLA. NC 29582 CM
PHONE: [phone] CHECKED:
MT_�HE
SHEET #4.1 OF 9
PROJECT #: PM1258-2
DESIGN FILE #:Construction Drawings.dgn
{}37378
(C�7][,ILIIPIH[lE�$ Glig®�TlP9l[�.�1. APPROVED:
ENGINEERING & SURVEYING SERVICES CMC
151A HIGHWAY 24 DATE
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO.C-4482 $ / 14 / 1 $
_ SCALE:
CHARLES M. CULLIPHER, P.E. 1 "=4 0'

NOTES:
1.BOTTOM OF WALL ELEVATION IS AT EXISTING GRADE.
2. GRADE FROM BULKHEAD TO '->HEETFLOW RUNOFF AWAY
N/F FROM WHITE OAK RIVER ANI) TOWARD WETLANDS.:,
NORTH DELMA JAY & ROSA MORR I S
PIN: 537502975116000 DIG 1471 , PG 177 TW=3.40" 61019 9 NVf'
If d BW=3.40
. AI 319p,.,
-a TW=3 • 4 0
IS17°25 38 E 9 r !
i tt 1 1 • �-.
/ � \ j 29.6 29 Bw=2� 75
P / / / , _ * ♦ \ `� \ \ t \ e \ ♦ ' d j f f t t ! \ \ I r/ r J/ rr tJ r! N
t ? ! i 1 O / r f / t
N0 GRA I NG-AlkLL1�►hED I N rf i i N 1 3 O2 q d d' r
\ J r I r TW=3.40
t \ 2 "w J BW=1 75 t
r J 1 i\
vSEPTI`C FIELD AREA$ / r t , f , , v 1 , 52$. 99 r r J 1 ,
% i;, � y r+ , / / r ` ,,, ' a� � ` ~ • \ e \ \' / f f f j t 1 r ` �
/ 1 1 / © "" �ti ♦ "` 1 \ 7 \ "'^ r d r l 1 1 1 r 1 I , l r � � / ;;,'� rS h \ t
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� � t
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[1V, -1 .j \. "-• ,�' '\ t `` . 4 ~ f I t > 'g'•. •r } �N { + ,.., + f • h
4-, 7 `� Ql< ,� , Q• `{ .� .� \\ .� ,`� , •, /f '"a /r 3 d f r 1 t CULV RT #2 t ' i : 1 t ! •'J * % 1 �,, ' /
C _
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.! P r' -- +"' "✓ • \' N -' "'" -,.s� O • fi„ •, -c ♦\ S� `^ • "` _ J I I r r' / O O �,:.,,;,��. SWALE #6 t 1 r _ _ r `�
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s a _
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r r ,.•• J r dJ r / f-.' r $r7•��, - \�\ ♦ \ n .�.� �, ....., ,9 r /P f � fl /� .. �, hi /'t df .h'GW=1 • Jr O e I
r h
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20' ASPHALT DRIVE CENTERED rrP /� - `� \ CULVEF #1` ` 1 t - BY�OTH R 8 ; BMW'° •A 0,~ I s,,�; 1 �.
IN 20' ACCESS EASEMENT -�N' \ `r
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1 �4.` ♦\� `�\`, \\\ \� ,♦'� t'\ `, \, NO GRADING ALLOWED' IN ; ; r�rJ / A�' F �,���r" ' ,,`BW2.r 0, fi i l I;
W
- _ l , T -i 0
i \ t , �..... ! .SEPTIC FIELD AREAS + k � _,� _..
a \ t\ lo o , 1\ - + I I I , t ' , �� T A I N I G WIC' B W=1 •6 0,
r4,7
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UT /RS l e t 7 d.
. 1' 14AL T I Ln
m r r s / • v
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y� .\ I , 11 \ h \ \ v \ \ J r J r 1 , \ { ! \ / A "r' // i Jj' t f °'s.` \{P = 1t \ l t
Lf)i f 11, t �1 \ ) e ra �j
J 1 (i 1�� t \1 \ii k `.e \ �, I fd r 1 1 tl 1 +"\,,.. , i p , ..� 'it r f �/u� {% y. P�' " l �1 •\ t \ t
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". �1 ' 1 ��11
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as , { , , l t s it 1 t 1 1 t \ 9.0 f r/ iri / _ _ _ _.3 _ � _ _ `� y�- -� � __ ------ '/ �/ ' " -i S' / '
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I •+ 1 \ ,, \ 111 - _ '- ``- ` t ! t `t - -- "" r[}, \ %J � ' Ci I '
1 I s I t 1 \ e 6- -
SHEET # 5 OF 9
PROJECT #:PM1258-2
DESIGN FILE #:Construction Drowings.dgn
'I"ram = 1
.ate--i_ �,
'-l�P INV
1/ cV� j
- - - -? =- SAHQWf 100'SE7& -I' J I _ /, �( �( \1-
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/' / / _Q '\ \6\'tPti�• �° \ \,,`*� \ b 13S,pS�H�S � ---�- Jti is --= ----I % t �r , \'♦ \ � _ � ,�' � s� � � '� �Q
/�' moo\ ems\ ♦ \ \ c M +�i-' `r - ••✓"`=- - t - - - ✓ �= _ 6 ql! 1 r - ` _ �I _ _- ' .> ' r 1 , j ♦♦ 1�
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S,So �` m� t A g_ -x\a e17"� j ° .........
rn
N/F S�,%'�i 1 / ; 11j _ �.__.,�I_ ... _ �r r`'� .,..�J �• ,tA, 1 tf] ,l ', '1 �71~•`.g,-f�,.,®° _ `�, -�-';a 362.20
FIRST 8 LAST CHILD. LLC %% `` ✓' j /f `''j"E S14°27'07'� Q i J S19 52 07I/ E
PIN:535702871120000 S16015' 0711E S23° 29 E
DB 961, PG 60
SWALE DATA TABLE CULVERT DATA TABLE LEGEND
CULVERT #1
56LF 15" RCP @ 0.54%
SWALE #1 .3; DEPTH = 1 .50' UPSTREAM INV = 9.50'
DOWNSTREAM INV = 9.20' � 404 WETLANDS
2.0 CULVERT #2
50LF 15" RCP @ 0.40%
UPSTREAM INV = 6.50'
DOWNSTREAM INV = 6.20'
COASTAL WETLANDS
DEPTH = 1.50' CULVERT #3
SWALE #2 �;� 24LF 15" RCP @ 0.42%
5.0 UPSTREAM INV = 1.30'
DOWNSTREAM INV = 1.20'
SWALE #3 3; ", DEPTH = 1 .0' �__ - EXISTING CONTOURS
2.0
9.0 PROPOSED CONTOURS
SWALE #4 3.';1 DEPTH = 1.0'
5.0 TW=4.2�
�W- �, TOP AND BOTTOM
SWALE #5 q. A;h DEPTH = 2.0' 10 WALL ELEVATIONS
4.0
SWALE #6 3.,;N DEPTH = 2.0'
3.0
A• 20 • 40 80
4•
,,jo illl III/
r
n� SEAL -
0377'8
Izz
REVISIONS:
Na BY DATE DESCRIPTION
I CHIC 11129118 MARINA REV. PER DMF
2 CMC 1122119 MARINA REV. PER DMF
N/F: HAROLD R. COMER, ETAL
PIN: 535702953841000
DB 1474, PG 74
GRADING & DRAINAGE PLAN
SHOIRlE FR (D INT PAR] .
RV PARK & MARINA
WHITE OAK TWSP., CARTERET COUNTY, NORTH CAROLINA
CLIENT:HAROLD COMER, ROBIN COMER 8, DESIGNED:
DONNA COMER CMC
ADDRESS: 400 WETHERINGTON LANDING RD. DRAWN:
STELLA, NC 29582 CMC
PHONE: [phone] CHECKED.
RDC
�I_ E CULLIPH ER CROtTP, P.A. APPROVED:
ENGINEERING & SURVEYING SERVICES CMC
151A HIGHWAY 24 DATE
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO.C-4482 1 1 /29/18
SCALE:
CHARLES M. CULLIPHER, P.E. 1 11=4 0'

NpRTy
SEE SHEET 7 FOR
SEPTIC AREA D
----------------�
I 3" 'CH 40 PVC ORCE MAIN RE
I I L — — — --
-—i I =$sus„�s s—ss— ss—s s s ss—s ss-
4 SCH 40 PVC @ 1 % MIN
M M M M M M M M M
7.69 so
8°2` '
L— — — — -- --------I �, ���Nti _
i _
in
Ln
I TAP 3" WATER LINE TO EXISTING
/ WATER LINE WITH 6X3 TS&V I / N
/ Q I ;;
/ I m I
w
Ln
I 1 a � � �
I N I
ti
SEPTIC AREA REQUIREMENTS (AREAS A THRU C)
INITIAL SEPTIC AREA A -(LOTS 10-16, 37-44) 15 RV SPOTS AT 100 GPD = 1,500 GPD LPP SYSTEM
INITIAL SEPTIC AREA B - (LOTS 17-23, 45-48) 11 RV SPOTS AT 100 GPD +
2 RESTROOMS AT 120 GPD = 1,340 GPD LPP SYSTEM
INITIAL SEPTIC AREA C -(LOTS 24-30, 49-56) 15 RV SPOTS AT 100 GPD = 1,500 GPD LPP SYSTEM
ALL REPAIR AREAS PROPOSED AS ADVANCED TREATMENT, REDUCING
REQUIRED AREA BY 50%
LEGEND
w — WATER
SS— GRAVITY SEWER
--► FORCE MAIN
— — — — CAMA SETBACKS
—•-----•--• SA;HQW SETBACKS
N
'ss—
SYSTEM D- -
;I 3 , 000 GALLON SEPT-I --- ' —
1,500 GALLON PUMP ANK
NEC
INITIAL SEPTIC AREA A INITIAL SEPTIC AREA B INITIAL SEPTIC AREA C
LTAR = 0.40 GPD/SF LTAR = 0.40 GPD/SF LTAR = 0.40 GPD/SF
6 LATERALS @ 125 LF 6 LATERALS @ 125 LF 6 LATERALS @ 125 LF
DRAIN FIELD = 125'x30' = 3,750 SF DRAIN FIELD = 125'x30' = 3,750 SF DRAIN FIELD = 125'x30' = 3,750 SF
REPAIR AREA A = 1,875 SF REPAIR AREA B = 1,875 SF REPAIR AREA C = 1,905 SF
0
�I S17025'38"E 296.29
R1t! 1 1111�1
.49 i
.� SEAS.. -
- 037378
SYSTEM C
3,000 GALLON SEPTIC &
1,500 GALLON PUMP'TANK a-
N/F: HAROLD R. COMER, ETAL
PIN: 535702953841000
DB 1474. PG 74
HIS/HERS
BATHROOM
SHEET # 6 OF 9
PROJECT #: PM1258-2
DESIGN FILE #:Construction Drawings.dgn

NORTH
963.43
- - - - -3s.S1 70 26' 37 "E _
"I INIT14L AR 3" SCH 40 PVC FORCE MA
127.00
ARE _
I M
52 ..
SEPTIC AREA REQUIREMENTS (AREA D) INITIAL SEPTIC AREA D ( 6 ) 1 —1 /4" PVC LINES .
@ 125 LF EACH
INITIAL SEPTIC AREA D -(LOTS 1-9, 31-36) 15 RV SPOTS AT 100 GPD = 1,500 GPD LPP SYSTEM LTAR = 0.40 GPD/SF �-
6 LATERALS @ 125 LFaa„ .
PROPOSED SITE PLAN HAS 56 RV LOTS AND 2 RESTROOMS (SEE SHEET 3 FOR AREAS A THRU C) DRAIN FIELD = 125'x30 = 3,750 SF
ALL REPAIR AREAS PROPOSED AS ADVANCED TREATMENT, REDUCING REPAIR AREA A = 1,897 SF "' '.
817 6 9
REQUIRED AREA BY 50°/D
s o --,
LEGEND 3
0
E
w WATER
SS GRAVITY SEWER 30 15 0 30 60
FORCE MAIN
- - - - - CAMA SETBACKS SCALE: � „ =3 O
------------- SA;HQW SETBACKS i
PLAN VIEW - INITIAL AND REPAIR AREA D
FILTER FABRIC OVER TOP OF GRAVEL
TYP. ALL NITRIFICATION LINES
1 "Al" PVC W/ " DIA HOLES La 5' O.C. TURN
6" DIA. x 12" HOLES UP (FIR ORIFICE SHALL BE NO CLOSER
PIPE SLEEVE & CAP THAN 3'-0" TO THE SUPPLY MANIFOLD) FIRST AND
(TYP. ON ALL LAST HOLE ON EACH LINE SHOULD BE TURNED DOWN.
TURNED UP PIPES)
4"PVC MANIFOLD
VEGETATIVE COVER OVER ENTIRE BED
6"SOIL CAP�6
4" CORRUGATED POLYETHYLENE
WITH 3 ROWS OF HOLES. THE, HOLES
SHALL BE BETWEEN I.1" AND /4'.
LOCATED APPROX. 126° APART.
SELECT BACKFILL COMPACTED
ao
TO 95% STANDARD PROCTOR �
IN AREA TO BE PAVED.
Z La
MFFTALLIC TRACING TAPE Z
o
T ABOVE ALL PVC WATER MAINS.
" "
SELECT BACKFILL COMPACTED
M
,
TO 98% STANDARD PROCTOR.
USE HAND OPERATED EOUIPMENT M N
ONLY.
TRENCH BOTTOM SHALL CONSIST OF
FIRM.STABLE MATERIAL IS SHALL
PROVIDE UNIFORM SUPPORT THROUGHOUT
LENGTH OF PIPE.
PIPE DIA. +16"
WATER PIPE TRENCH
SCALE: NOT TO SCALE
FOR AREA TO BE PAVED
H BOTTOMS
SEPT!' TANK LID
AT GROUND LEVEL
EXISTING GRADE
nuuniiiumuulmilnnuuulmuirmu!,! i �
EX. 4" SCH40
PVC Q 1% MIN
FROM HOUSE T-
go.
TRENCHBTOKALLOWOFOR
SETTLEMENT
UNCLASSIFIED BACKFILL
85% STANDARD PROCTOR
Mf�TALLIC TRACING TAPE
1 ABOVE ALL PVC WATER MAINS.
SELECT BACKFILL COMPACTED
TO 98% STANDARD PROCTOR.
USE HAND OPERATED EOUIPMENT
ONLY.
TRENCH BOTTOM SHALL CONSIST OF
FIRM.STABLE MATERIAL d SHALL
PROVIDE UNIFORM SUPPORT THROUGHOUT
LENGTH OF PIPE. CAST IRON PIPE
FERNCO COUPLING
COMBINATION WYE —
AND'/8 BEND
TO MANHOLE
SCALE:
WA TER PIPE TRENCH
NOT TO SCALE
OUTSIDE OF PAVED AREA
-' 6" DIA.
1
IZABEL EFF
> FLOW HOLES
7 FILTER
_
J TYP OF 5
) MODEL NO.
v
_j
12" O.C.
iA1800-HIP
Ct
I
La
3
9
12' -0"
13'-0"
,
PROPOSED 3000 GAL SEPTIC TANK
4"x4" TRTD. POST—
NEMA 4X-DUPLEX
CONTROL PANEL
oo EE 2" CONDUITOoIEETXXYPEE. NN
DISCONNECTV4SESEPARA7EL
ITEM IF PANEL IS NOT
EQUIPPED WITH EXTERNAL
DISCONNECT FEATURE
nli�muu�ilmimumiu�ll
.'I
NOTE:
CLEAN OUT TO BE SET 1' - 3' ABOVE
FINISH GRADE DURING CONSTRUCTION.
UTILITY CONTRACTOR TO LOWER CLEANOUT
TO FINISH GRADE FOLLOWING FINAL
LANDSCAPING.
4" THICK PRECAST CONCRETE COLLAR
(OR 12" X 12" X 4" CONC. PAD.)
BRASS COUNTERSUNK PLAN VIEW
PLUG FIN. GRADE
PAVEMENT
o ao oo a oo
2'-0"oMIN.
50' MAX. - 4" PVC
75' MAX. - 6" PVC
VISUAL & AUDIBLE ALARM
pUC EAESYLLACCESS COVER W/ LOCKABLE HASP
BOTH ENDS 1 6 7 HAL IDAY HATCH DOSING TANK
0 6" ABOVE GRADE ESSENTIAL COMPONENTS
I IllWWWWllWllWllWWillW1WllIW11W1WWllW 1 SEALED MERCURY FLOAT SWITCH
2 DOES NOT EXIST
3 SCHEDULE 80- 3" PVC PIPE
4 STAINLESS STEEL LIFT CHAIN
1" DIA. RUBBER 4 3
SEALANT IN JOINT
ALARM ON-
---
PUMP OFF
1500 GAL PUMP TANK
WITH MEYERS WHRH10 1HP PUMP
AND CONTROL PANEL
3' - 5' DEEP
SCH 40 PVC DWV SEWER —� UTILITY CONTRACTOR TO CONSTRUCT
SERVICE PIPE @ 1.0% MIN. TO WITHIN 5 FEET OF BUILDING d INSTALL
GRADE.(ASTM D-2665. D-1785) A RUBBER TEST CAP. (NO. TP6 AS MANUFAC-
TURED BY JONES MANUFACTURING CO.)
SANITARY SEWER CLEANOUT DETAIL
SCALE: NOT TO SCALE
OUTSIDE OF PAVED AREA
SCH. 40 PVC
TO LPP FIELD 5 3" CHECK VALVE
6 TRU-UNION OR DISCONNECT
7 3" GATE VALVE
8 AV,6" ANTI SIPHON HOLE
9 4" CONCRETE BLOCK
10 WATERPROOF ELECTRICAL DISCONNECT
11 FLOAT TREE (SEE DETAIL)
12 EFFLUENT PUMP - UL APPROVED
MANUFACTURER_ MYE_R_S MODEL No.- MWIOO
(OR APPROVED EOUIVALENT)
TO___ HP _-1—PHASE 23_Q_ VOLTS
PUMP TAL DYNAMIC HEAD_27_ 98 _ 0_106 OOGPM
NOTE: DESIRED PUMP DELIVERY RATE IS 72.0 GPM.
(FIELD ADJUST FOR 3 FT. PRESSURE HEAD)
DESIGN SUMMARY - SYSTEM A
(15 CAMPER CONNFCTIONS)
DESIGN FLOW (TOIAL)
1500 GPD
DOMESTIC WASTE
100%
L.T.A.R.
0.4
TOTAL AREA REO'11
3750 SF
TOTAL AREA PROV'0—
3750 SF
TOTAL LATERAL LENGTH REO'D.
750 FT.
TOTAL LATERAL LENGTH PROV'D.
750 FT.
NUMBER OF LATERALS
6
LATERAL LENGTHS
125.0 LF
ORIFICE SIZE
%2 IN.
ORIFICE SPACING
5 FT. O.C.
NO. OF ORIFICES
150
FLOW PER ORIFICE
0.5 GPM
LATERAL PIPE SIZE
11'4 IN.
MANIFOLD PIPE SIZE
4 IN.
MANIFOLD LENGTH
29 LF
SUPPLY LINE PIPE SIZE
3 IN.
SUPPLY LINE LENGTH
241 LF
DESIGN SUMMARY - SYSTEM
B
(11 CAMPER CONNECTIONS d 2 RESTROOMS)
DESIGN FLOW (TOTAL)
1340 GPD
DOMESTIC WASTE
100%
L.T.A.R.
0.4
TOTAL AREA REO'D
3350 SF
TOTAL AREA PROV'D.
3750 SF
TOTAL LATERAL LENGTH REO'D.
750 FT.
TOTAL LATERAL LENGTH PROV'D.
750 FT.
NUMBER OF LATERALS
6
LATERAL LENGTHS
125.0 LF
ORIFICE SIZE
%2 IN.
ORIFICE SPACING
5 FT. O.C.
NO. OF ORIFICES
150
FLOW PER ORIFICE
0.5 GPM
LATERAL PIPE SIZE
11,4 IN.
MANIFOLD PIPE SIZE
4 IN.
MANIFOLD LENGTH
29 LF
SUPPLY LINE PIPE SIZE
3 IN.
SUPPLY LINE LENGTH
384 LF
DESIGN SUMMARY - SYSTEM
C
(15 CAMPER CONNECTIONS)
DESIGN FLOW (TOTAL)
1500 GPD
DOMESTIC WASTE
100%
L.T.A.R.
0.4
TOTAL AREA REO'D
3750 SF
TOTAL AREA PROV'D.
3750 SF
TOTAL LATERAL LENGTH REO'D.
750 FT.
TOTAL LATERAL LENGTH PROV'D.
750 FT.
NUMBER OF LATERALS
6
LATERAL LENGTHS
125.0 LF
ORIFICE SIZE
%2 IN.
ORIFICE SPACING
5 FT. O.C.
NO. OF ORIFICES
150
FLOW PER ORIFICE
0.5 GPM
LATERAL PIPE SIZE
11,4 IN.
MANIFOLD PIPE SIZE
4 IN.
MANIFOLD LENGTH
29 LF
SUPPLY LINE PIPE SIZE
3 IN.
SUPPLY LINE LENGTH
225 LF
DESIGN SUMMARY - SYSTEM
D
(15 CAMPER CONNECTIONS)
DESIGN FLOW (TOTAL)
1500 GPD
DOMESTIC WASTE
100%
L.T.A.R.
0.4
TOTAL AREA REO'D
3750 SF
TOTAL AREA PROV'D.
3750 SF
TOTAL LATERAL LENGTH REO'D.
750 FT.
TOTAL LATERAL LENGTH PROV'D.
750 FT.
NUMBER OF LATERALS
6
LATERAL LENGTHS
125.0 LF
ORIFICE SIZE
%2 IN.
ORIFICE SPACING
5 FT. O.C.
NO. OF ORIFICES
150
FLOW PER ORIFICE
0.5 GPM
LATERAL PIPE SIZE
1104 1N.
MANIFOLD PIPE SIZE
4 IN.
MANIFOLD LENGTH
29 LF
SUPPLY LINE PIPE SIZE
3 IN.
SUPPLY LINE LENGTH
676 LF
NOTES
1. PREPARE SITE IN ACCORDANCE WITH CARTERET COUNTY
ENVIRONMENTAL HEALTH DEPT. REGULATIONS.
2. SEPTIC SYSTEM COMPONENTS SHALL NOT BE LOCATED
UNDER PAVED AREAS OR AREAS SUBJECT TO VEHICULAR
TRAFFIC UNLESS SHOWN.
3. ALL TANKS AND FILTERS SHALL BE STATE APPROVED.
4. SEPTIC TANKS, PUMP TANKS AND- LPP FIELDS SHALL BE
LOCATED THE MAXIMUM FEASIBLE DISTANCE FROM ANY
WELL BUT NO CLOSER THAN 50 FEET.
2"x 2' TEE. TYP
2" CAP
I I
2"-9G
DRILL HOLES TO
2' -6"
RECEIVE FLOAT 1
HIRES I I
FINISH GRADE
1
II
2_ PVC PIPE
_ _
A.i xs� TEE. TYP
T"x 2" TEE. TYP
PRECAST 6" THICK.CIRCULAR
CONCRETE COLLAR/PAD
N
13D00 PSI
I
VALVE BOX
I
s
a
1 1
SEALED MERCURY
FLOAT SNITCHES
NEW GATE VALVE
II
I
Bx6x 16"
PVC PIPE INTO CMU
tINSIDE 2" PVC PIPET
C ELL N/LCONCRET
WATERLINE
1'-2'z 1'-2" CGNCRETE PAD TO BE
POURED SO THAT NO FITTINGS OR
FLANGES ARE COVERED
NEW GATE VALVE & VALVE BOX DETAIL
SCALE: NOT TO SCALE
OUTSIDE OF PAVED AREA
OCT 22 2U18
FLOAT TREE DETA�DCWMHD
L SCALE: NOT TO SCALE CITY
REVISIONS:
N/F: HAROLD R. COMER, ETAL
PIN: 535702953841000
DB 1474, PG 74
SHEET # 7 OF 9
PROJECT #:PM1258-2
DESIGN FILE #-:Construction Drawings.dgn
L SEAL =
03737
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SHEET # 8 OF 9
PROJECT #: PM1 2 48-2
DESIGN FILE #:Construction Drawings•dgn
6' WIDE KAYAK
BOARDWALK
EX. CONCRETE BOAT RAMP
TO BE CONVERTED TO
KAYAK LAUNCH
NHW
NOTES:
1. PROVIDE FIRE DISTINGUISHER AT EACH FDC (6 TOTAL).
2. PROVIDE SIGNAGE FOR THE FOLLOWING:
A. NO SEWAGE PUMPOUT OR DUMPING ALLOWED
B. NO BOATS LARGER THAN 24' ALLOWED
C. NO BOATS WITH HEADS ALLOWED
6" PVC DROP INTO MARINA BASIN
W/ 5.5" FIRE SUCTION CONNECTION
24" ABOVE GROUND
4" SUPPLY STANDIlIPE
24" ABOVE GROUND
6' WIDE BOARDWALK
OVER COASTAL WETLANDS
4" PVC DRYSTAND SYSTEM FOR FIRE DEPARTMENT
SUCTION DROP PIPE -
6" PVC TO SUCTION DROP PIPE -
0
o �
• o
o � o
Ln
11 0
W W
PIER A.,
4" PVC DRYSTAND SYSTEM
FOR FIRE DEPARTMENT
--A—
C:) NORTH
r
v co i
I
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96 SLIP MARINA
c) n
OBSERVATION 20.00
\ PLATFORM O
INSTALL EMERGENCY PHONE
AT ELECTRICAL PLATFORM
T
LEGEND
PIER B
('2 SLIPS`
�4.00
TYP
24.00
TYP
5
FDC
PIER C
(16 SLIPS)
48.00 54.00
TYP TYP
I 6.00
T) P
PUBLIC TRUST AREA=
5,280 SF
FDC
=— PUBLIC TRUST
AREA= 3,984 SF
Q- - ---6 0---6-
© -o FISH CLEAN NG e
STATION
48.
FDC
—°---b PUBLIC TRUST
AREA= 3,984 SF
--�—� 4——e--
:4 PVC DRYSTAND SYSTEM
FOR FIRE DEPARTMENT
PIER D
(12 S_!PSI
FDC
SIGNAGE PEP N:]TES 2A. 2B & 2C -�
ON THIS SHEET AT END OF EACH PIER E
PIER (TYP) (16LIPS)
4" PVC DRYSTAND SYSTEM
FOR FIRE DEPARTMENT
TIE PILES
( TYP )
4" PVC DRYSTAND SYSTEM
FOR FIRE DEPARTMENT
O
O
a.
co
O-)
© ---b
PUBLIC TRUST AREA=
5,280 SF
CUAS I AL WL I LANUS _ •—
W WATER LINEFDC
FIRE DEPARTMENT CONNECTION _ ..•+
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 �'F°k;.
PIER C = 5,280 SF 610�� Nth
PIER D = 3,984 SF
PIER E = 5.280 SF
TOTAL = 18,528 SF IC1
6.0'
— kc--
0
TAPEREDYFFINGER
,I, m
o o
• BOAT LIFT cv
EACH SLIP
12" DIA.
TIE PILE
(TYP)
TYPICAL WETSLIP LAYOUT
1 0' 0 " MAX
10' WIDE BOARDWALK
SCALE: NOT TO SCALE
STRUCTURAL DESIGN BY OTHERS
6' WIDE BOARDWALK FOR MARINA & KAYAK
LAUNCH OVER COASTAL WETLANDS
SCALE: NOT TO SCALE
STRUCTURAL DESIGN BY OTHERS
REVISIONS:
Na BY DATE DESCRIPTION
I CMC 11129118 MARINA REV.PER DMF
2 CMC 1122119 MARINA REV. PER DMF
N/F: HAROLD R. COMER. ETAL
PIN: 535702953841000
DB 1474, PG 74
MARINA PLAN
SHOIR IT Ed FIR®NT PARITK
RV PARK & MARINA
WHITE OAK TWSP., CARTERET COUNTY, NORTH CAROLINA
CLIENT:HAROLD COMER, ROBIN COMER & DESIGNED:
DONNA COMER CMC
ADDRESS: 400 WETHERINGTON LANDING RD. DRAWN:
STELLA, NC 29582 CMC
CHECKED:
PHONE: [phone]
4 0..RDC
0 - - _ 7I°]H[lE C�T]LILI1[�]['[]EI$ GIFgO�JIC�, P.A. APPROVED:
- c SEAL r;
037378 Y ENGINEERING & SURVEYING SERVICES CMC
151A HIGHWAY 24
,�•p`4'GtNE4' MOREHEAD CITY, N.C. 28557 DATE
[phone] LICENSE NO.C-4482 1 1 /29/18
r, IIM I I/Z\ - SCALE:
CHARLES M. CULLIPHER, P.E. 1 "=20'

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SHEET # 9 OF 9
PROJECT #:PM1256-2
DESIGN FILE #:Construction Drawings.dgn
1 +00
OBSERVATION
PLATFORM
PIER A
PIER A PLAN VIEW
SCALE: 1 "=20'
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PIER B �
(12 SLIPS)
BOAT LIFT
EACH SLIP
PIER D
( 12 SLIPS)
PIER C �
(16 SLIPS)
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2 +00 = —00
CAMA CROSS SF2T I C'=-A
HORIZONTAL SCALE: 1 "=20'
VERTICAL SCALE: 1 "=2'
WET SLIPS (TYP )
4 +00
NHWO
N L WO
N/F: HAROLD R. COMER, ETAL
PIN: 535702953841000
DB 1474, PG 74
MARINA CROSS SECTION
REVISIONS:
Na BY DATE DESCRIPTION
I CMC 11129118 MARINA REV. PER DMF
2 CMC 112211.91 MARINA REV. PER DMF
RV PARK & MARINA
WHITE OAK TWSP.. CARTERET COUNTY, NORTH
CAROLINA
CLIENT:HAROLD COMER. ROBIN COMER 8,
DESIGNED:
5 +00
DONNA COMER
CMC
ADDRESS: 400 WETHERINGTON LANDING RD.
DRAWN:
1111I(
STELLA, NC 29582
CMC
A�i
PHONE: [phone]
CHECKED:
SEAL =
RDC
Tl H E ��J�,]L��IPPH�RG�J>C'y][�.AL.
APPROVED:
g3737$ _ —
ENGINEERING 8,RVI(;"ES
24,
CMC
' \
r''✓
MOREHEADWCITYAY
N.C. 28557
DATE
a>a �U�- ���'4
[phone] LICENSE NO.C-4482
1 1 /29/1 $
I t
SCALE:
CHALES M. CULLIPHER, P.E.
R
------_ - -_ _ --
VARIES