99-11 Oversized Plans MM 2016

WOOD
CHANNELo
MARKER
MiN 4" ASTM #57 STONE NQT
20'-O" RIGHT:OF WAY [->0_
MIXEd wlrH QTHER AGGREGATES
I PERMEABLE GEOTEXTILE FABRIC
2'-D' OTE 18'-0" ASPHIALT RO 4< '
ARrCERS ISLAND BRIDGE I ���
ICli 1
III1� „/FT, I I, „fFT. k� a S T
S ..,,..�._` I ES Air I , kIt G TC
1 $ VAR
--- / ,111
_ _ _
V -.-.- ~--�_ -WATER LINE
rij�? ^N
e f; \ >. y=
vi
- \a
POWER LINE
.
- _! ,
, ,,� i � ��
- �.: � _`
<' STRAITS 1.4 "MIN ASTM57 SCALE: NQT TO SCALE
,,
4" CABC 1-1f2" BCSCo"XzoM II
LAID ON PERMEABLE MINIMUM TYPE l-2. OPTIONAL_�<- , ,',� , ,, 1, - ��7
_ LINER ERVIQU
T 10' AROUND CUL-DE-SAC PaPAtNG I� PERVIOUS GRAVEL EXISTING SANDBAGS
x O E d ,
' �" ��f ( ELECTRICAL 5ERVtCE
r �^ ` 't I WATER 5ERV ICE SITE DATA
z2 SI I SEWER SERVICE r
1�1y s TOTAL TRACT ACREAGE 17.6 ACRES
r I _
I x = ACREAGE ABOVE NORMAL HIGH WATER 12.30 ACRES
20`-0" RIGHTIOF WAY �,<
�, , c° R r/� EXCSTING RIP -RAP JETTY
x 2 ` -0" NO. OF RV SPACES PROPOSED 123
n 1$' -0 `° ASP AL T ROADWAY RV
11 y'j PROPOSED BOAT SLIPS 82
o % j� stir MINIMUM RV SPACE SIZE 2000 5F
�r
/FT. SEE NOTE VARIES f �f NOTE:
�n ,'` �r� ---- MAX 4005E b .�,
��' VARIES 11 i t`i
BACI: SQU D --'--� Ac' i 11 .* 1) EACH RV SPACE SMALL 8E SERVED WITH AN APPROVED ELECTRICAL
ctti Q.a® / >SS CONNECTION TO AN APPROVED ELECTRICAL SYSTEM.
4"MIN ASTM #57 1-112" BCSC r 2) UTILITIES SHALL BE UNDERGROUND.
SCALE: NOT TO SCALE 4" CABC �- ®� �� �,+ .: 3) TOILET FAC I L I T 1 ES WILL BE PROVIDED AT THE POOL BATHHOUSE .
LAID ON PERMEABLE MINIMUM TYPE I-2. OPTIONAL 4) SOLID WASTE SHALL BE COLLECTED IN DUMPSTERS AND PICKED UP
LINER (0--o / J ,,-
PlOTE: THIS SECTION ONLY AT ROAD LOCATED AT SPACES 42-49 8 65-70 35 �4)p / i ON A REGULAR BASIS AS NECESSARY Ta AVOID UNNECESSARY oaoRS
/ OR ADVERSE HEALTH CONDITIaNS.
II, /I cl I ISCALE. Nor Tq scALE SCALE• NaT Tq SCALE I 11
�/ ` -i 5) DEAD END 1055` FROM NEAREST INTERSECTION W/ 96` DIAMETER
TYPICAL RV SPACE LAYOUT S� °` EMERGENCY TURN AROUND. 70' PAVED=
TYPICAL STREET SECTIONS 6 } SEWER SERV [ CE PROVIDED BY HARKERS ISLAND SEWER CO. 4 LLC
® ,, f I., -
7) WATER SERVICE PROVIDED BY HARKERS ISLAND SANITARY DISTRICT
c � ': 8} LANDSCAPE BUFFERS SHOWN SHALL BE IN ACCORDANCE WITH COUNTY
LEGEND , /
CENTERLINE CURVE DATA ' �1 %' �l -�`w - REGULATIONS.
__
I/i' ,;`,►° f , ! -.-_- 9 } BACKGROUND ELECTRON ! C DATA PROVIDED BY STEWART ENGINEERING.
AC - ACRE INV - INVERT C `_ " i - -
ABC - AGGREGnT€ BnSE J8 - JUNCTION BOx J`a/ �w iI i� OPI�N i { -_W_ RALE IGH. NORTH CAROL INA
clauRsm F - LINEAR FEET LENGTH (D = 62.70 LENGTH = 29,03 r/ <,, SPACE t' '-'- 10) PROPERTY IS LOCATED IN FLOOD ZONE AE6. SHADED X AND X.
t3LDG - BUILDING MAX - MAXIMUM RADIUS = 50.00 RADIUS = 65.00 ` ' / 1 ` ` ' " TAKEN FROM NC FIRM PANEL 7335. MAP NUMBER 3720733500J
BEARING MBL - MINIMUM SUITDING LINE CH.BEARING = N31'1052"W CH,BEARING = N08'41'43"E t ." "
CF - Cu FEET - MANHOLE CH,LENGTH = 58.67 CH.LENGTH = 28.79 I .Wr DATED JULY 16. 2003.
cl - C€NTERI ENE MIN - MINIMUM / O ' f 1 1 ) SITE SHALL ADHERE TO THE NC FIRE CODE CHAPTER 45 - MARINAS
1.
CPR - CORRUGATED PLASTIC NSF - NDW DR FgRMERLY LENGTH = 94.38 LENGTH = 81.43 vl y •' +'
PIPE NTs - NDT ro SCALE RADIUS 2 = 50.00 RADIUS = 60.00 1t x .50 i L�; j �yy 1
DH - DRAIN BASIN D.C. - DN CENT€R CH,BEARING = N58'49'08"E CH.BEARING = N42'S8'47"W EAST BAY BOAT 1NORKS, x3.3o Q r..-W-1 AND NFPA 303 -MARINAS
DR - DR Iv€ PED - PEDESTAL CH.LENGTH = 80.98 CH.LENGTH = 75,32
DI - DROP INLET R - RADIUS (\ L , X-4.50 ''
r x",zi /I i j- -; EXISTING WOOD
DIP - DUCT'IL € IRON PIPE RCP - REINFORCED CONCRETE PIPE _ PG 7O 1! / `� x` ! 4 ' i, T� i PILE TYP )
EL - ELEVATION R1W m RtGHT-DF-wAY LENGTH g = 47.12 LENGTH = 16.4,3 I , . 1
IRON ROD SDI _ sTORMDRAtN iAnNHOLE RADIUS 1J = 30.00 RADIUS = 60.00 JS= COMMERC i AL t FORMER END
oP €Dc€ OF PAVEMENT sH - SKEET CH.BEARING = N67'53'40"E CH.BEARING = N74'00'55"W • i ` + OF PIER
EX - ExIS11 SIR - SET IR0 RaD CH.LENGTH = 42.43 CH,LENGTH = 16.38 � ®60 . lry } 1 - `]3 N
F€ - FINt5HED ELEVATION 57n - STATION � '
FF - F DISHED FLOOR TC - TOP DF cUP LENGTH 4 = 47.12 LENGTH 11 = 5.81 EXISTING ® �� ' 4osto ' �„ �� � e `- -
FT - FEET TE; - TELEPHONE RADIUS = 30.00 RADIUS % = 60.00 WOOD DOCK i
Gv - GATE vALvE TSW - TDP aF sIDEWALK CH.BEARING = N67'53'40"E CH,BEARING = N63'44'24"W 1
HOPE - HIGHDEraslTv TYP - TYPICAL CH,LENGTH = 42.43 CH,LENGTH = 5.81 (TO REMAIN) 00 %r�! 3 ' '`
POLYETHYLENE
LENGTH _ 47.17 LENGTH
A iUS 1 = 31.65 1 X. v0' GRA'�EL....i i I / ,.sy \ _- " �'
SF sI€T FENCE RADIUS 30.00 = 60.00 VHNGE I TI IN A TYP. \ , V
\ 8 61 G a r �. 1 1 1~a 1 \4 0
CH,BEARING = N68'39'59"E CH,BEARING = N75'44°28"W 1 I /-z.ro.70 \ 2 X-t.40
LD- --i-ANC DISF�RBn�iCE LIMITS _ _ C'SE: �.CNi7FR� I 1 / - - -
CH.LENGTH = 42.46 CH.LENGTH 31.29 I xA.3 W {0 f �i �. '� R ��. X-� .00
_W� PROPOSED 4- WATER MAIN �, � ➢ -..i r [`J�.p� -3, 00 117449 1a - I NG
LENGTH 47.07 LENGTH `�' = 34.90
(X \ END OF ��*
-__ ,---PRc�PcsED z WAT€R MAIr� RADIUS = 30.00 RADIUS = 50.00 AtitP.l.. IA, 1N.,. - s`' / m Wt.r4a' '
k! � ; _ \ 5 EXIST
CH.BEARING = N21'20'01"E CH,BEARING = S69'08'50"W DB ?6b PG 588 4.r p _ ---_ - y �' • x-3.74 \ ' , - 1 S
o NO PARK J NG FIRE i l i.a7 - I E �0
_.._� -___- wROPJSFD 5€WER FORCE MA[N 1 - Q
CH.LENGTH = 42.39 CH,LENGTH = 34,20 USE : COMMI_RC I AL � -T2 - _ - `
P R
ExISTINc WATERMnIN \ o rz --- ° ° ° ED
� LANE N � �� � \ `
-_- -- 71 rfl __ _ __- Soy' �° �',; t ;,� 6 $�\'y o covER
LENGTH 300.00 -
PROPOSED ASPNn1 TSt©NCRETF RADIUS \ - _-�'�--f AAA ° ° F 1
CH.BEARING = N22'33'11"E - _ _ - ,t 58 ; \ �' NEW 6` WIDE DECK
PRCPasED P€RVIt�Us GRAVEL ♦® - , -'-� - - ° ° ° EXISTING WOOD PILES - �� ' a'z�{•w ,> .�
„r PER sESSICN+ LnW zo,5-t49 CH.LENGTH = 3.70 APAE� A . i N', , ® _--- i TO REMAIN) ' -+ �9.33 \ 3a0 .60 WOOD PIER
♦ 1N _-----....- x4.9t
ExISTINc ccnslL MnRSH GB 8C� r 6G2 ♦ / e♦ 1 3';5'i tit
- x .22 _
4 2 5a ` as \7 \
!JSE, OivMERC A �, i ®♦ j t x_4.76 . `.�y y�. �1
70' D 1 AAETER PAVEMENT i"` _; 1-
I A �0 .. -- / 1 �� L W1TH 10'PERVl0U5 GRAVEL i �,. .. 2.26 \ �� � - - ��":»
\ ® __ i .., (� 1 1 ! ' AROUND CUL-DE-SAC � � 4.4 \ T II-
% r- i/' //® [ ! X-5.43 -> ,-``- 4 1 3,81 �vb ` L
PRO?OSEB 6` T �LRcEN FEt��E "-F / �� - I I I VANCE GILL?KIN I ` \23`� Q5, #
ARA NS AS % ,_ k /�� �i - I I DB 528 PG 446 1 I ° xs.27 >ES.za -sk n 9.43 a % N2 3r5dt
s R c ^I;RAL SE JR s s- , ®® r-�� _ I I ISE SFR coMMERc I A_ I 4,67 , -5 .64 `� ` ,�� 5,3 e _ Ex I ST I NG w00D PIER
'�SARY FOR WIND E % � `� � 1,24 b I
N" t - ° t 1 i TO BE RECONSTRUCTED
%__01 \ � � - I- 88 1 EXISTING ►
r i' . �" I ( r WOOD DOCK _z.65 ' '�'4 1 � ) 1 I � TO 6 `WIDTH t 203' }
% a b
!/' - - 62,07 s22•s3.4o,w I (T 0 REMAIN ) . -
_ I _ N .t 1 _ i i N
%' � 1 / ' $ 89 4 1a - ( , I IIIx-3.93 , i 1, 5.07 i�10 i ' -j
.z• ( - I I
i t ( _-, \ (' Q '� ," '♦ EXISTING , --..93 '
Q - , '® 91 "+ ? ♦ N7 I - PIER sz S. 3 f
G
V' \ N e ,�' - 11 I i f -2 `
/ / i , r \ " a � ®®- " X.. � 2w a. 4 * 1o.5a ao.37 s2253'40-w _4 j `i -St 96 -2., 4 I s A E 2� I i 8 1 1 l �'. , i
m 92 , 'a _ / t � LCNNA S C' L'- ? K ? x3.47 ! , \
%` ' �y -' � � v� ` $S Sys �s . - - 01 ; 1 I � B _ .. i G i s > F4. 90 Z" � I ! I n64
(f)it /�' / __ _ , i _ / ` 93 x , 1 .6 sy ' r, - `'4 �� a,.as p t jiJ : I L,S `- ^ S F R i . " ` , I
sj .•-� i / �- - \ a t6!'i' `� 8 1 r�J. 4i ` qq 1:1E -F -1
%cs` °I . ® ,I'll .\ 65.57 2-3Y40-w � , 5 s, '\ 27\ 12 ; � (Q
/ / EIF, I F ®�, / i 2457 zl ;->r4.10 �01 Ix > �.
/ _ �, _
/ --
� � I _Y ti , a7,9 N2 ' -'r \ � I i Ei _ S I NC ° \ w Zl d W t .t, N 2S3•,0'E y
- - - J-_ �^ 4 , _ 5Q53 2 4 5.94 85 ® `-I -.- _ _ o ' l I s { `` E\ . A! $ d 3 L_ ,Fl I
'- ' a I ♦ o i i JJOOC' i
Y
f _
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L _ I ,
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.- zl SGPP„SLRA A ., ONSr ; {i i
,',� �, _ . , _ ,.
111
yy
'!j : / �/' �' * 9 ` fi Y F '. :,'; RESIS-_ I\ i i \�''
ba Naz s3,o't as s7 N2rss,o'� y / N E C E S S A R C , P . i \ �I D `� i= O
I ,1
:; I` VI t �/ 114
- - F, .. -- Lit u� t. BE, . _ BR' W ` -
84 I g
- > ANDSCAPING R e 3S eo a-w 1 . d ti I N _ l \ j
- "RCL 4�F t Y 1 DB 534 PG 2" 1 �'' ,.aa ' I ~
^ , r_ R - = , 1 110 r -2 i i 6. -n c
- ;a. _ _ 0 F. wk - a:' I 95 R r I ( I USE . S F R `J L + 4.22 '� , - i u9a 1 �' !
R ? 4- _ t, GRTE -> I f �' m o ° -p�63 ; w \ ; -�- -.s
_� g. Sr I \
- ; o I0 1
as N225340 b�57 N2a33'40 E ,.. 83 _ 1 5 ,
j I 1 o LANLSCA . Nzz) i >F
1.�% 1 ,\,' .,,{ t, f>.?j :J- I I I-- t (� _ „ I 'I i ^Bi I t TI ; x-5.,5 i i t� : ,WY'k,
n n
_:� ? { god �, gr� [, I>r I S REE.N v D o i
Q� � �1 a
9 ,
r r " "t W m ( f �,',e ; R t l 9" �r R I� I L 9 / I EI? I� L2 D 1 30 ` G
i
s t
-. 1 _,.. Ml_ F. -'- •.t.. T(��' :-';! M i ; ,- �e"�.i s \ ��; t i P , D ♦ .f � S 16 1 -1
.1 -' (_-.;- °� a0 N2a°53.40°E t1
y ti OG H
- SuR!L E` Rc t R"v E� ! - � ps A. 'a \ r # R R R - ° POOL AND i b9
G, ,% r nl h TUI\1 ; R 1 { . ws i R I I r _ ' i ® . ;
z �K - iG ��G''V ;'� a.�A I I ,-'gp i' ,:,.� >. a�' 1 5161 S2253.40"w 76° --°- e
O8 I ' BATH HOUSE \ ` a
u
„ . , --- -- -- - 1! -y 1 i _ - 1 i a�''1, " c, I �1 91 1 1 l R r w` 71aa Nz2 ,a'€ i P� i ` 017 l'
_ I ` - w < � sa N2253'40"E 6&57 N2253I 'c p t $ "o $ o I I _ - _° u \
Q1 (('�� 77 1, -e �.
. -� _ R f 8 8V 79 _ 50 -- --t 1 e -� .59 a
- 07 78 D
r
31,42 1a '
_ 1 ,zm o 1 1 751 X- .56
6 ; i x-4.
-- 1 ®19 � `� 107 t2520 '1r1� _ aS w2253.40-e 35 N225V' -F 35 N22-SY4UT 3S N2253'40-E 1 •�' �,�(� 1 ' 8 _.
-- ----- -- i r� '� ,>C 3. F W8.•9" 55 N •4a'E i _ 1 I - 6 i0 ' , 6 4 �' ;� ` I v` ��\
�' t I°' ®� 8 4a-E s5a1 ® �` -- ss�.9�_ N�z 'aQ - - - - ►-- NORMAL HIGH_- + i 1 't
I s QV5S40'e '� zo.s9 - +o WATERLINE I" j -�-
x
1.�' :R is ♦ 10.0a 2 - - t3.97 35 N22'SYW'E " 225Y40 35 N225340 2L54 1 ' TYP) Y{ -
.. I
1 v�I1 19 v
♦ 3 a - 7 \
p lass _ _ , -
,. , ,-
�; - - ti° - ,�' P. 116 I33 N2a °,a - - - ,..;E,N,,,C€ K `I,
r x-3.2o ,
r � A ba N22',3.401 7$a1 tac R . I I ' BOAT + PERV IQUS GRAVEL X_4 ± \ ` I \ - -'
--� Cs _ I ® 3 60 N22S3'40i - ! ; a r .53 :+
-- - ♦-; 112 11 114 115 a 73 i RAMP PARKING 60o sF _.-- 4 t{N ®0 - - -
,°!�: I R (� I>5 m i ° e X_4.82 �E3. ' ` 1 lax LL`LL`-
-' c>> ' - 100 � - 0 117 ' , X- OYSTER BED _ .,_ -
. .- ;.t"�','.' - --♦ { x0.58 ,9 -1.59 , TO REMAIN ,,:, ��*-
_ ;�, , 4o'e 35 Na2s3',0 3s N2ass',0'� - _
®-- j - •w 3s szz5s4o•W 3s sazss4o 3s sz2S34o. so N22ss4ot g I l , a COASTAL WETLANDS -r - - - -
_ * - ® <�`^ 35 Saa5340 R 3S 4p >S S2a'SS40Y 1 r r 1 r , i L,
,� SE _ -` ♦Z�jNE r w �• r w r R ., �72 ` _,, TO REMAIN xS.oW _ -
f1. R R R R R R R R R . .z I I I I t -1.23 t - -:-`.`W _
I S 07 N249046f ` t 3cA9 _ _
I �,, �, ♦ 1 1 102 103 104 123 122 Is 121 120 119 118 x{,,a , 64I 3E�.27 I -+ `'`W-`
END STATE ® �i DE ® x ; - I I I I i T
�' \I♦' i a o n - `\ l a %- 4.�. �' / �' C7 30.� 22 _ \
LINE TABLE
LINE TABLE
LINE
LENGTH
BEARING
LINE
LENGTH
BEARING
L1
107.55'
S 78°10'33"
E
L28
172.68`
S
22050'46"
W
L2
3A3,14'
N 23°42`48"
E
L29
60.00`
S
22050'46"
W
L3
58.94'
S 66023'08"
E
L30
58.47'
N
09026'34"
E
L4
151.20'
S 66023'08"
E
L31
142.27`
S
85°15'25"
E
L5
150.00
N 23°39`08"
E
L32
8.78'
N
22°34`54"
E
L6
173.88
S 66020'52"
E
L33
7.32'
N
22050'46"
E
L7
52.15'
S 04°35'33"
W
L34
166.22`
N
22°50'46"
E
L8
169.41'
N 14°52'12"
E
L35
17.21'
S
86°46'49"
E
L9
64.54'
S 62°00'18"
E
L36
126.86`
S
66026'52"
E
L10
150.00`
S 04°44`35"
W
L37
77.54'
S
76011'45"
E
L11
126.25`
S 04°44'35"
W
L38
60.00'
N
82030'42"
E
L12
26.04'
N 1 6 a 2 3 ' 3 5 "
E
L39
77.53'
S
86°39'01"
E
L13
42.82'
N 88°09'19"
E
L40
39.71'
S
6 9 a
2 3 ' 1 4 "
E
L 1 4
56.71'
S 04018'5 "'
E
L41
34.66'
S
62001'34"
E
L 1 5
100.00`
S 30058'25"
E
L42
30.15'
S
83002'58"
E
L16
164.36
S 40028`25"
E
L43
98.31'
S
66002'18"
E
L17
122.70'
N 04029'58"
E
L44
68.20'
S
68°39'47"
E
L18
20.98'
N 88009'19"
E
L45
63.27'
S
75°18'19"
E
L19
105.63
N 67°21`33
W
L46
57.87
N
85°42'32"
E
L20
100.00`
S 67°11'51"
E
L47
46.56'
N
65053'39"
E
L21
90.00`
S 67006`20"
E
L48
37.65'
N
55°01'58"
E
L22
99.25'
S 64°12'58"
E
L49
60.24'
N
87004'01"
E
L23
95.99'
S 70°10`44"
E
L50
25.86`
N
72039'39"
E
L24
180.03'
S 22°51`08
W
L51
43.21'
N
55°12'01"
E
L25
62.57'
S 67°10`19"
E
152
20.29'
N
81015'42"
E
L26
95.03'
S 67*10`19"
E
L53
127.29'
N
86-11'05"
E
L27
99.92'
S 67006'20"
E
SHEET INDEX
SHEET 1 - SITE PLAN
SHEET 2 - PREVIOUSLY EXISTING CONDITIONS PLAN
SHEET 3 - ENLARGED MARINA
SHEET 4 - GRADING AND DRAINAGE PLAN
SHEET 5 - EROSION CONTROL PLAN
SHEET 6 - PHASING PLAN
SHEET 7 UTILITY PLAN
SHEET 8 - PLAN & PROFILE: SEWER A-E
SHEET 9 - PLAN & PROFILE: SEWER F, G & H
SHEET 10 - SEWER FORCEMAIN & LIFT STATIONS
LAA IK1TV7i\IAN('P C= - - - '� -♦� s4 -c ... . & d :. o _ I { . t--1 f"', -----. ._._.-.--.-.- _._ . �4,i /� I - - - - - - - _ \
REVISIONS:
Na BY DATE DESCRIPTION
I GYT 514116 ADDED POOL DRIVE
2 GYT 519116 COASTAL WETLANDS
3 GYT 5116116 DEO COMMENTS
_- ` ,' ' G17 547 .55 , �'45 ¢, 8 R , �T R cwr¢ 35 J . � -- -'-` - - TAX PARCELS 73351 4440042000.
___ __ _
-- PROJECT SIGN W 9l ) r R $ 67 R 69 $ 70 „ "" 34 ' • - - 73351 4442281 000. 73351 4445335000
PER CODE1.' S6 r =i 57 59 a °, r 65 66 68 " . 35 - oEco s - - - - - - -
�r m $ ,: 62 63 ,• z 2aae aaa,� ,,, 37 36 ,50 =-W _
s .r4a'w w 51T174E-W ': 60 S23'42°,a-w : t9.97 523'3a's2-w ss 523°3a'sz"W 35 Sz3'36'S2-W 15 523.36'52-,1' 25.a3 ''� - - - - - o - ER ,. yr'tie'„- - ' - -
l
II'
I"
FENCE WITH
SI E L
E D 6 TALL SCREEN T H 7s 93 sz3s2.4a•w z o- ao s23v2.4a w aa3 szs - „( 1'11, _ _ - - - `ot, 8 - -
URAL SEPARhTIONS AS ti ? ,-- - - - «- "I' - Fi` 'W'-
t 30 -ems
R Y F R WINQ RESI C t s-. r r - A:
SA O , _ _
1 RKERS ISLAND R RESORT
r 55 I 58 60 I; 6 ,.93 35 35 ,,, 3as9 41, _ - - ' DE c - - - - _ . _ _
/ a7.14 M23'42'48•E 50 Na3'a2'48'i Ba3 M2S4r4li a0 .! Ni 80 S23°i2`,8"W `e•` � j' - _ ' ' :f i _ _ _ _
70 N23'42 743 „2S4Y48t A p?•74s w 80 N23.4Y,a"E a- iz 5` r - - - _ I '_ �-'-` - - - R
`' N ,-- 49 ^ 4 47 I 46 r 45 ' 44 �411 �' - _.�' += -- _- - _ - - ECEs
1 50 �____ _, :..�. _ _--------- --- - VE[j HARKERS ISLAND: CARTERET COUNTY. NORTH CAROLING
r 5_�.
- - -- ` 54 r 53 2 .. r r i i _ � _>._- - W_
I s ., r .r __„ _-_.. CHR I S CHADW I CK
x E :.., 2 CLIENT
6�
0
T _
Off' - _ T - _ 16
I r, -
, �, E - - I RDC/GYT
w i t .. • �. - - G
ti _
-
Z' + r. r r- S2°35'4?"Vr 574.72 tit 1- - A Y
1 I0 t ``�; I ONE ;N alTc� T' - W - -; .• - .. - - • - - • - - " ENCRONEOCALOL Dcm j DRESS: 688 HWY 70 OTWA DRAWN:
I ti QW - - --- - - - (TOLL FREE) �3ri - _.- D BEAUEORT, NC 2851 6 R / YT
• , /� t.:.ca v__ls 10' LANDSCAPING -. - ��e ee �r DC G
_ 498 p , 349 SCREEN FW.�`-`-- - - ����'�, CA to,
�' t,� -
, USE: Sr
'', I 10' LANDSCAPING c 'W w O �.�`�P�N.•••-R�ly PHONE [phone] CHRDC E® �
I SCREEN - � OFESS/oe •,Q oS.
.Q, .
0 6^ 12C 9: : STRO►IUD ENGINEERING P.A. APPROVED: 1 60 30 �. .
j �1
' O 0 SEAL - GYT
,,,11 _ °
1111, 3Gg70 107-B COMMERCE STREET
1 GREFNVILLE N.C. 27858 DATE:
', SCALE: i 11= 60' 1 0 �•` .0 --s r
I ✓ i '•.NGIN�•• 4. •' t252 756-9352 _ LICENSE NO C-0647 4 / 1 1 / 16
SHEET 1 QI= 10
PRO�EC . P I2398 �
- - •.,��'Lc�R �v��� �I� C,' -.,/ v 7�6 �f r SCALE:
kit it%
( OR 1 -80C? 632 4949) �®+ Y. t0 to > '�- „-
I T' S THE LAW' ®� ®®f1e°11 GIN R ,TURNER, P.E. 1 = 60
DESIGN FILE #:PM2398 HARKERS ISLAND RV RESORT.DGN
019 - )I

LEGEND
AC --
ACRE
INV -
INVERT
ABC -
AGGREGATE BASE
JB -
JUNCTION BOX
COURSE
LF -
LINEAR FEET
BLDG -
BUILDING
MAX -
MAXIMUM
BRG -
BEARING
MBL -
MINIMUM BUILDING LINE
CF -
CUBIC FEET
MH -
MANHOLE
CL -
CENTERLINE
MIN -
MINIMUM
CPP -
CORRUGATED PLASTIC
N/F -
NOW OR FORMERLY
PIPE
NTS -
NOT TO SCALE
08 _
DRAIN BASIN
O.C. -
ON CENTER
DR -
DRIVE
RED -
PEDESTAL
DI -
DROP INLET
R -
RADIUS
Dip -
DUCTILE IRON PIPE
RCP -
REINFORCED CONCRETE PIPE
EL -
ELEVATION
R/W -
RIGHT-OF-WAY
EIR -
EX. IRON ROD
SDMH -
STORMDRAIN MANHOLE
EDP -
EDGE OF PAVEMENT
SH -
SHEET
EX -
EXISTING
SIR -
SET IRON ROD
FE -
FINISHED ELEVATION
STA -
STATION
IF -
FINISHED FLOOR
TC -
TOP OF CURB
>FT -
FEET
TEL -
TELEPHONE
GV -
GATE VALVE
TSW -
TOP OF SIDEWALK
HOPE -
HIGH DENSITY
TYP -
TYPICAL
POLYETHYLENE
SF�
SILT FENCE
7SF
LV®__.— LAND DISTURBANCE LIMITS
SHEET FLOW ARROW
W
PROPOSED 4" WATER
MAIN
PRE -DEVELOPED
— PROPOSED 2" WATER
MAIN
IMPERVIOUS
- - ;
PROPOSED SEWER FORCE MAIN
OFF SITE CONCENTRATED
DISCHARGE AREA
EXISTING WATERMAIN
EXISTING COASTAL
_
I- ICONCENTRATED
DISCHARGE AREA
...-.. --P---
EXISTING DITCHES
_�A
cv
PREVIOUSLY APPROVED)
OTAL PARCEL AREA = 17.66 AC
AREA BELOW HWL = 5.36 AC
AREA ABOVE HWL = 12.30 AC
)RAINAGE AREA
\REA ABOVE HWL = 12.30 AC
;HEFT FLOW DISCHARGE AREA = 6.70 AC
'ONCENTRATED DISCHARGE AREA = 7.6 AC
]N-SITE CONCENTRATED DISCHARGE AREA = 5.6 AC
DFF-SITE CONCENTRATED DISCHARGE AREA = 2.0 AC
IMPERVIOUS AREA BUILT UPON AREA = 2.98 AC
(129,808 SF
DB 498 PG 349
USE: SFR
AM:.L_IA, INC.
JB 802 PG 662
JSF: COMM RCIAL
1 1 CH LENU I H 1 AbLL
OTAL PRE -DEVELOPED DITCHES = 2,502 LI
XISTING TO REMAIN = 2,409 LF
E-ROUTED ROADSIDE DITCHES = 413 LF
ESS DRIVEWAY PIPES = 320 LF
r
r
r
r,
t,
1 ,
k�
{
..t ?
r%-l.54 X-4.53
-d I \ r+ t \
�I I I I ^t. C \! ; )to.5s 1111 s I k*3.07
x2.49 -t'9g ib
n 1 \fit t I it T1'r Its t� tt� \ \ - _ X•5,01 _�tls►Ksii'_'.`.'
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i l
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00
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4--
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-1 r)' REM A! \: �. �..:._. _ - - - - - - - _. a-. ._.-_ : _.-:`-W-:�
. — - -
P� H FARO
-0 30 0 60 1 i SEq►
36970
SCA-'-c'2�:�'GINEEP��Q''®
_ _ _\ X ®0.60
R YOU DIG!
NC ONE CALL
(TOLL FREE)
OR i 0 t. s ' W 4 9
IT'S THE LAW!
0
0
X-1 .40
:00
NOTE: BACKGROUND ELECTRONIC DATA PROVIDED
BY STEWART ENGINEERING,RALEIGH, NORTH CAROL INA
REVISIONS:
i F,
SHEET #2 OF 10
PROJECT :PM2398
DES I GN F LE #: PM2391,8 HARKER I
V RESORT.DGN

LEGEND
AC ^- ACRE
iNV
- INVERT
ABC - AGGREGATE BASE
is
- .JUNCTION BOX
COURSE
LF
- LINEAR FEET
BLDG - BUILDING
MAX
- MAXIMUM
i
I
I r
i
FL) ­`E VOLUME
DREDGE V6
BRG - BEARING MBL - MINIMUM BUILDING LINE p
CF - CUBIC FEET MH - MANHOLE CANAL
CL - CENTERLINE MIN - MINIMUM ,
CPP - CORRUGATED PLAST I C N/F - NOW DR FORMERLY ` / �'
4
PIPE NTS - NOT TO SCALE
DB - DRAIN BASIN D.C. - ON CENTER
DR - DRIVE P£D - PEDESTAL,.t30\� // / f1 w
DE - DROP INLET R - RADIUS .,, `.� /'°� 'Y
DEP - DUCTILE IRON PIPE RCP - REINFORCED CONCRETE PIPE
£L ELEVATION R/W - RIGHT-OF-WAY i / /i l�✓I-"� l �- w w
EIR - EX. IRON ROO SDMH - STORMDRAIN MANHOLE.,> ' / 1 w
EDP - EDGE DF PAVEMENT SH - SHEET ` J/ J .✓ \ / 1 // w/ w
EX - EXISTING SIR - SET IRON ROD
r A rf
®.o
FE - FINISHED ELEVATION STA - STATION ` ' wt
FF - FINISHED FLOOR TC - TOP OF CURB VV r / r,J / w
FT - FEET TEL - TELEPHONE '"- `� �., wi
Gv - GATE VALVE TSW - TOP OF SIDEWALK J /
e `1� CJ /41
/ /�°r / J f \
HDRE' HIGH DENSITY TYP - TYPICAL -\,-y`l`-`'\,.` j\} / t/ /
POLYETHYLENE ('°^ 1, ` ,/. >/ /�- �/ /' / \ �J, '1 l� L.w wJ
SF SILT FENCEj
1 f
LD-—LANDDISTURBANCELIMITS .. , �` t�,r �/' !d \\\ ,,1 ►�' p"/
W PROPOSED 4' WATER MAIN �\
-� PROPOSED 2' WATER MAIN o o / 1
If o o rho c o 0 0 0 0 0 f I (/ l /,
PROPOSED SEWER FORCE MAIN / ® w
/ 1 ,
-- - EXISTING WATERMAIN ITi
/ 9, � / /Yy(/
PROPOSED ASPHALT/CONCRETE ` , J (/ t �r ,,- d w w
1u' a
PROPOSED PERvlous GRAVEL % SAN I SA I L0R SEWER PUMPOUT,
EXISTING COASTAL MARSH S I GNAGE FOR "PUMPOUT AVA I LASLE—"'
AND "NO SEWER DISCHARGE"
71 DREDGING LIMITS /� Z__' 7I,Iw
wl
pj
ems.!/
o
�1 + '\ _
DREDGE VOLUME
�� ii - , ,1 i f y f ��., �, a-
I C
J / f iI �: 1 \ r, ti I n� 1 �"' fJ � � * rl*� ��'i � ��� � �•: zi %1 7 �I r ! L �- w
35 S� �• ��' _zzt
, � r �>iy - I � � �� '
/
.141
cp
;I
A,.
Csr Cal
_ r ®
6 2 x 6 DECKING
- PI CAL SECTI '
SCALE: NOT TO SCALE
-------------------------- FLOOD -ELEVATION 6.0'-(NAV88)
-NHW 1.34' -----
-----------
�....
�_ NLW 0�36'
-!_® -
— __®_—_—____--------_'_A®y
�®��=
TOP OF BANK , // � -
s A
\
TOP OF BANK
/ ">"'
2:1 MAX
DO NOT DISTURB
EXISITNG WOOD PILES
BOTTOM DEPTH = -4.5'
WITH DREDGING OPERATION
EXISTING LOW
POINT = -4.5'
BEiOW NLW
SCALE:CANAL DREDGING
SCALE
1VACPiETIC _ l�
AREA ABOVE NHW = 12.3 AC
AREA W/IN 75'AEC = 206,943 SF (4.75 AC)
IMPERVIOUS PROPOSED W/IN 75' AEC
STREETS = 19,416 SF
POOL/BLDG = 1,607 SF
RV SPACES = 19,600 SF (49 @ 400SF/RV)
TOTAL = 40,623 SF
%IMPERVIOUS W/IN 75'AEC = 19.637
NUMBER BOAT SLIPS = 82
WIDTH = 12' (CENTER/CENTER PILE)
NUMBER FINGER PIERS = 41
LENGTH = 25'
WIDTH = 4'
NUMBER TIE PILINGS = 92
NUMBER DOCKS = 5
DOCKS A-D WIDTH = 6'
DOCK A
LENGTH = 524
DOCK B
LENGTH = 140
DOCK C
LENGTH = 364
DOCK D
LENGTH = 84
DOCK E
LENGTH = 84
NUMBER PIERS = 1
PIER A
LENGTH = 400'
WIDTH = 6'
,71 x 203 0
d r \ \ , Id E I S i I N G P E T '"'------ 4__ 0�
cj � ; 1 J \ \� y1, ; � t 6 � � �, 4 9� '� � ' � r � l � �' �` 1� , c. �\ a`"`.�=� ��-� -- I R 0 BE R -------'_
("`\ \,' I/ \ \ I 7 j_ ' +1� ,t r> .��.-:� _.•saz E p
, P40OSE
so
`2 G' W I DES
r / d V, `X G I ` }. PIER ' f��----
n� f+
J/ x P
�/ vk A
DOCK L � �`l �' I' /l � � f� ��PP ��tj �ES Tl� - Q�j � 0
`l
ti /x 3 0 /
2 5
7
DOCK E
,3 , COVERED
t! `�v �' Y PLATFORM
y' L, 5 1 I
B , a \ \,
//\ % \ i ff_� ' a /� I '� ,/(f •L?# ' f ,xj, f, /\ /
- 1? '/ ��i_ t !` �, I�'' + ° / / .� • _ _—_—_ _fi�(?DCI�_—_—_------_—_—_—__-__—_—_—_—_--_.--...__—._—_-----_—_—_.—_—_—_._.------_—_---_---_—_—_—_ _—_ _——_—_—_—_
t1'(\� , `�, �' � � y, F•/ �� �i �'; --------------------
, — _—_.
S. % rr ---- 25'FINGER (4'WIDE) FLOOD ELEVATION 6.0' (NAV88) 25°FINGER (4'WI
-------------------—--__------------------ DOCK DEXI5TN
ZE—_ _ _ _---
-
- r r - r ■
5 � • ... a �' ,'(� rj / ` '/ J ,4J r ,L� I %, \ ..
tf J�' `. _ T;v--------------__ _®_— NHW 1 _34®_------------- TOP OF BANK
I',,1T%: / V r-------- --------- ---- — --- --------------------------_----------.--.
\ / e / t� . 5 : 1 MAX WITH
_ _M_AX _ H _ _
I �� —_—_—_ FILL — 1-------- -------------- NLW _=0.36_-------------.- ___-_-_-_—_—-------- _ — --- MAX .-,_._.-..------_--
,t, N �• � l C�' 1 v:�" r --- -drRfutBRfidG - - _ _I 1 �_1 WITH -- -FILL
/+ Jl —R I PRAP ARMORING _
Rli
76
AV f
',�• `, D [ 4&� N , CU {! w ` � EXISTING BOTTOM
DOCK �
aD /J. / ICI $ -T-I ) .� w/w �\ 2'MAX OF BASIN EXISTING LOW POINT = -4.5' 2'MAX
BELOW NLW
�t I`- ; - ► w--� ; ;/f t r ! - I DRED G (SOUTH) B-
k- 7%• ,y: i / 1�:�_� SCALE: NOT SCALE
-60ASTAL WE 1 I 2
t t
TO REAMIN 5- N f< ° { r EXISTING
R..a f �� y :.^e l / / I �' t' I i% �° i/ (j/ I -� -1RAp�---------------------_---_—_—_—_—_ _—®---_——_---------_—_---_----------------------®_®_®_—_®_--_ __ —_—_v------_—_—_-----_®_-------- ------
i 0YS R :BED
`I_ �f I 25' F I NGER (4' WIDE) ---------- ----------------_- ------- FLOOD ELEVATION E_0'—(NAV88-----------_---- 25' F INGER (4' WIDE) Ti Z7II�I�`
y 7�E
TO REI�4AiN Cj — - - - — -- - — - — - ----- - - --- _—_— _ _— _ __®_
f r
aw„_ ..J' •.. ( _.�`,�, . — -' ; _ ". ,, t J I t/Y. / J , -i>. � I `�,.•,�! - i ;� w � � r . w ® r � m r ® .
r 3
S. AL WETLANQS%
��
w wr / I t` TI N X 9.8 %� _ 1 .5: 1 MAX WITH --------- -------------------------------- ----- NHW 1 _34------------------_®-®----------_—_—_--------_®_®_—_-----
w 1 -ILL RTPRAP ARMS N�
/ \ w J r` \\ ' 54f I t w _ _ --_ L--� ---------------------------------------------------------O_36------------------_—�--_---------------------.....-.—_---_LS�_M9XJNIIti_ -----
{ RIPRAP ARMORING
\ ., I ♦ \\\\\ ri/ `ift'\ x a ! •,�3 T. ` i 1f FILL
„, ~b i
b
_F 7 } I r r r r r - A. s r — . — a ®r.� - :� •� — r - r
-"'^•�., .. } "m. """, figg• '\„ a. \ v.. �"....,� / 4. �2 , � ; t ,, t .'f: � r ®r � —
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-� EXISTING BOTTOM ��-�
,8 r2 x I w 2' MAX OF BASIN
J ,
DECO
Mom,:
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as w� v- " w w ww w aX-�,..r .e �, ,w,�`= —Z•: �,.-S_•• .T���� -u_ '•u.....0 . `E ® \ \ • \ I / � �l � w w w w .. � ,�- ,.� �
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w w w w w w w
w w v. w ww ww ww w ww 40 20 0 40 80(�
£�? id
SHEET #3 OF 10
PROJECT #: P ,2398 SCALE 4.
: PM2398 HARKERS I SI_AND RV I= SORT . [ �
�,ESIGN FIL__N
I
I [��ED IG 'NORTH) C-C
SCALE: NOT = SALE
s 8 •
IT'S THE LAW!
EXISTING LOW POINT = -5.54'
RFI (1W NI W
REVISIONS:
No. BY DATE DESCRIPTION
I I GYTI 519116 L ' L� A
ENLARGED MARINA SITE PLAN
HARKERS ISLAND RV RESQ'
HARKERS ISLAND, CARTERET COUNTY, NORTH CAROLINA
CLIENT: CHRIS CHADWICK DESIGNED:
RDC/GYT
ADDRESS: 688 HWY 70 OTWAY DRAWN:
BEAUFORT, NC 28516 RDC/GYT
�•`pR�H.CA99 '00� CHECKED:
oFEss�o�zi2�,�, PHONE : [phone]
RDC
�: APPROVED:
A
� STROUD ENGINEERING, P.A. v
_970 107-B COMMERCE STREET
GYT
;6,yG F_E,� GREENVILLE, N.C. 27858 - DATE
/N..• �Q�. [phone], LICENSE NO. C 0647 5/3/1 6
Y. i
# t� in ,,, /� n t/ ) ! SCALE:
I NGE Y. URNER, P.E. 1 = 4 r