168-05 Spooner's Creek Development Co. LLC

SITE DATA
TOTAL TRACT AREA------------------9.543+ ACRES
NO. OF SINGLE FAMILY LOTS--------- 19 LOTS
No. OF CONDOMINIUM UNITS---------- 34 UNITS zo I J
¢I NO. OF BOAT SLIPS-----------------100 SLIPS �� K
V NHW =
PARKING REQUIREMENTS:
0.50 SPACES PER BOAT SLIP--------50 SPACES
w w 6- 2 SPACES PER MULTIFAMILY UNIT---- 68 SPACES i \
z coasr.i"�rxsx 1 SPACE PER SIX MULTIFAMILY UNIT- 6 SPACESTOTAL PARKING REQUIRED----124 SPACES
-0
¢ a NIF \ TOTAL PARKING PROVIDED----126 SPACES /
N
2 JANICE F. BYNUM P R DRIVE \
m F- oB e99 Pc n1 ,,, NE/Bo \ BOAT d RV PARKING REQUIREMENTS
Q o ZONED R-zo W W uBLlc A \ \ \ TOTAL PROVIDED ---------- 45772 SF t
_ NEWS+ - SPOONERS CREEK - `
Bu
aE°ociiuiae `JUTE"
A•E \:� \ / \ PERIMETER = 0 -
1 \ FRONT = 0
/ 583.57'20'E flu .,..,x.ro Nbi 6 7F' J \ 2oTye SIDE 7.51
$ LAMA = 30-
30.0' `
LANDS ENO ROAD 0' PURL ICUAC( v Q' BUILDING HEIGHT - SO' MAX i
u :T "!O \ \ NHW �, \ EXISTING ZONING =CM
so.e! `o - -•,y�'� iy \ PROPOSED ZONING =PO
89.32 v /`
eJ• 9 4 �°+ AVERAGE LOT SIZE = 10.T13.58 SF
s SMALLEST LOT SIZE = 8.306.40 SF SITE
10' UTILITY EASEMENT AS SHOWN
f �• 's_ �. 10' PUBLIC ACCESS AS SHOWN
4 tJ4 I 12' FIRE LANE/ACCESS AS SHOWN
` �M• ,.$ F� Yf UNITY MAP lN.?.5.1
1• CURVE DATA
4 2 O N TE t,'� 3 4A,mA6MiA
KNEAD CURVE-----.____® CURVE--_.______
CURVE RADIUS----213.30 C;.'4:'E RADIOS----40.00
CURVE DISTANCE--33.73 CURVE DISTANCE--29.17
\8 4 - a CHORD SEARING---S 1.50,51,W CHORD BEARING---N 40.51'113'E
4 r• PLANK DRI %$ CHORD DISTANCE--33.70 CHORD DISTANCE--28.53
WF 2' FIRE LA AROW4LK
SPOONERS D58 CREEK.G 268 LC \ � PUBI IC AC' SAC //�� CURVE__--____._® CURVE.
ZONED R-20 $ ,. 7l.op' \ \ o1Fsu o15�M'En CURVE RADIUS----213.50 CURVE RADIUS----48.00
o� \ '1•�S E \ $ CURVE DISTANCE--235.09 CURVE DISTANCE--59.77
CHORD BEARING---S 34.13'25•E CHORD BEARING S 16'02'50'E
'z 15\ ,� 4�1A • \ as CHORD DISTANCE-- 223.39 CHORD DISTANCE- 55.58
CURVE----------® CURVE-- - O
CURVE RADIUS----213.50 CURVE RADIUS----60.OG
ST ��,,,,;....,,,.,)����1 r CURVE DISTANCE-- 15-VZ
,wr lTOAAa I \ 9 $ CHORD BEAR]NG---S 67.54.15• E CHORD BEAR1ING---S439.59'14'E
44t!u -I rP
CHORD DISTANCE-- 15.92 CHORD DISTANCE--24.40
m'Ri•AnoW�`� � 8 a'
o y9A1� \/ ,1 \� CURVE __-----
m CURE_ --------S�0 j � �� \ _rd' - SPOONERS CREEK - CURVE RADIUS----265.50 CURVE RADIUS----66.00
CURVE DISTANCE-82.84
CHORD BEARING---N 74•321011 E
CHORD BEARING---S T8.58'45' E
i / _© s ` _�.• CHORD DISTANCE--82.51 CHORD DISTANCE-- 26.56
¢:t 44.T!
m \ �+,AA •rS15N 0.FJNIIi S'
2 • I STAT701 ••
19 30 J'•'Q''�• =r 2 EXISTING MEAN HIGH WATER M2 A� t
H i
IVY, BULKHEAD CCC���T11
OR '�' 1 7 - ` , I I
� NEW CON R TE 'I 6 /K+�
•IAREA = Imo• \ v� \ rt0, I l _1 BUIKHEA N 1 3 2006
1156t.13 IF . a of 1 CJ J 11.7B
AREA
dg BL 93B8.B7 5F \
w AREA= 15
_ O 23 PARK NEW CONCRETE I�
in 3PL yM6� 8501.9T IF . J \ 2 BULRNE •'� ^^� {•ti
_ __30' CAW SETBACK a•.,6- 1J 7-'a CityV]�M
SI; T6.09 18 06.40 SF \' N 14 J wi•a'o!y NHW
4 .tt T 1 _rl U L"=Bow - 3m.m-
iM81 38 AREA- I \\ F IF I \ MIWAtE-N7W�r•rt't1Y _�
I L:
y, �, �• 8359.50 IF a
1 3 Ism
LEGEND N8!• ;'�, W - _ __
COASTAL MARSH .,,W- 9• 6'''J �l 9239.21 sF
AEC AREA OF ENVIRONMENTAL CONCERN „ 1g J +' 1 1 L L1sOI M
BOC BACK OF CURB �' 7 .� y1j .16 Im"iOi�AREA r' 1 1 - 9 �• \'k\� BI
EIP EXISTING IRON PIPE - �. �. 6 9•JB 0
32
o.6
s�F -• O 14 1 O\ --1 O -I O
EL ELEVATION, .I, w l '��q J q \ 502.2t'42'B
EPKN EXISTING PK NAIL 5
EX EXISTING NxW J E\r F TS' AEC �' _I O 4 6 = N O N
FE FINSHED ELEVATION S \ 1 - �"' -- _
GW GUY WIRE �8 4;�, TEA
04 IF i IAREA= - 9940.00 SFo AREA = ` w I'' !� r N o
GWA GUY WIRE ANCHOR / 9251.52 SF AREA= n .M
HC HANDICAP y F I 10719.0, SF r 1D355.16 IF I's AREA - n ���
111111,11 IF Imo AREA a
NV INVERT ,�
LF LINEAR FEET 2 -awl --` ���L F AREA= J AREA- • 10392.03 SF '� AREA = �^ •. n
? 30' CAMA 12477.60 IF - 11716.34 SF • 10124.21 IF
N/F NOW OR FORMERLY - �' ��.,g ��� S. L� -i0�u., AR905.39 IF w
PP POWER POLE �,
PVC POLYVINYLCHLORINE ,� u, ,yt�• t'31 39.58 B6 36.02 7.59 �' I I i9iAt rT SF�
RCP REINFORCED CONCRETE PIPE J 60.21 yn 23.42 26' TJ.�7 6*•� �D'- '- �0-•44Bh�
R/W RIGHT OF WAY y- �- u- � u-
SW SIDEWALK .. - - - 00 - �,s vP�t"W58B�98'29- 6.3�Y � � 71.46
TB TOP BOARDWALK `COA'STAAAAAL VARS'II1
TBM TEMPORARY BENCH MARK - �� 41T d Z • 4, I1.16 N.68
TC TOP OF CURB �- .✓ .✓ �, .✓ �- �- .✓ .� �✓ W.t,W�, aP 6 .✓y��,W�-W W�✓ .i, t .i. .t, .✓ �,
�• •� '{6I• Y' B J .�O 589'27 5 11
TSW TOP OF SIDEWALK - BOGUE SOUND - EXISTING BULKHEAD ?� 29 �o
W/ WITH u- w 1. t u. �' u' �. w ✓ �✓ O=� v.
- 6- EXISTING CONTOUR 6+73� g6
PROPOSED BULKHEAD COASTAL' MARS♦' NO WETLANDS
-6- PROPOSED CONTOUR SBB•56,"4'E,i, ,y NNW y � y y
-E- OVERHEAD ELECTRIC 1s.68
569.40 so E 111to EXIST INSIDE
- BocuE souNo - %'06% 9,TH• C♦q ��i�i THE BULKHEAD
SITE CLAN , CLIENT : SPOONERS CREEK YACHT CLUB , LLC S S�'I$Q)LTD E1�CIN �RING, �. .-' ;'Q��1 SS'oti.�2 : SCALE : 1 "=100'
,� „r,t „ A ., ,T .,, , ,r, ADDRESS : 1 00 LANDS END ROAD 1 51 A HIGHWAY 24 7 : �, e r Fq� � y _ SHEET 1 OF 12
tiFUUNERS UMLL Yf�LH ! LLU� MOREHEAD CITY , NC 28557 ti10REHEAD CITY , N. C. 28557 z 0 .
;.c� 3 *� DATE : 9/9/05
( 252 ) 247-7479 ,y '•? REVISED : 6/9/06
MOREHEAD TOWNSHIP , CARTERET CO. , PHONE : ( 252 ) 241 -1 200
NORTH CAROL I NA ,��'00r 81

w
r-
w
h y NHW s
SPOONERS CREEK -
W
� 2 c01STAi WRSM
a.
O
j EXISTING BULKHEAD TOP ELEV-APPROX. 6.0' \
1\8ULKHEAD TO REMAIN AT 6.0
EXIST[ DOCKS. TYP
/ LANDS END Rpgp — NHW
orb � 'v VA
NHW EXISTING DOCKS. TYP
C c D
y, Morehead City DCM
I l I EXISTING BULKHEAD TOP ELEV—APPROX. 6.0'
BULKHEAD TO REMAIN AT 6.0'
— SPOONERS CREEK —
I
/ \"� Zl \•'� '� \ EX[STIN I6TW& NERD TOP ELEV—APPROX; 6.0
8ULKN TOP ELEV—APPROX. 6.0'
NHW
COASTAL MARSH
A --
LEGEND
AEC AREA OF ENVIRONMENTAL CONCERN f-- ----
BOC BACK OF CURB
EIP EXISTING IRON PIPE •t I
EL ELEVATION
EPKN EXISTING PK NAIL --
EX EXISTING -
FE FINSHED ELEVATION
GW GUY WIRE
GNA GUY WIRE ANCHOR
HC HANDICAP
INV INVERT
LF LINEAR FEET
N/F NOW OR FORMERLY
PVC POLpp YVINOOLCHLOR[NE tOASTA'L MARS- �
�✓ .b Jr .� .� �✓ -
RCP REINFORCED CONCRETE PIPE
R/W RIGHT OF WAY X15TIN6 BULKHE IO TOP ELEV—APPRO0' 4.0 u ✓
SW SIDEWALK MEN BULKHEAD TOP ELEV—APPROX. 6.0' �-
TB TOP BOARDWALK .,
TBM TEMPORARY BENCH MARK .,,,,., COASTAL' MARSH'
TC TOP OF CURB
TSW TOP OF SIDEWALK
W/ WITH INDIVIDUAL LOT OWNERS MUST APPLY FOR CAMA MINOR
--6-- EXISTING CONTOUR WHEN CONSTRUCTION ENCROACHES INTO THE T5 AEC.
—6— PROPOSED CONTOUR
—E— OVERHEAD ELECTRIC
%!+��H 1""to+4
GRADING PLAN CLIENT : SPOONERS CREEK YACHT CLUB , LLC A STROUD ENGINEERING, P�?,•QOF���Or "► SCALE : 1 "=1 00'
151 A HIGHWAY 24 * Q S SHEET 2 OF 12
ADDRESS : 1 00 LANDS END ROAD
SPOONERS CREEK YACHT CLUB MOREHEAD CITY, N. C. 28557 y DATE : 9/9/05
MOREHEAD CITY , NC 28557 ( 252 ) 247-7479 Bpi
PHONE : ( 252 ) 241 -1 200 ��MOREHEAD TOWNSHIP , CARTERET CO. , C� /6ICSs
NORTH CAROL I NA ���iq ``

\ / EXISTING DOCKS, TYP
s— —4 — NHW
IDS END ROAD - ___ '
/ — MI .15
3z tt 10.15 Is 11
\\
It
ttt�.a E t0. gn'\ to. .° —— \\ FF 0.5
• \ ' .« a � �/ , \\ 11 \ / ws-fNs.
N H W
\ + tt n n1 • \ scG FF 10
J U N 1 3 2006
rDCm
r \\ Morehead City
-21
,�
]DEWA I I III 0\ OpNSp9 '
1 fi
0.4 \ \ Lo
je/ 11\ ME to.
'-
11.0SID
GRADING PLAN - ENLARGED VIEW A
\ \ \
tt10. or
p I \
1.0 \.. I \ SP®®'1'\4'ERS CREEK YACHT CLUB
--
~° MOREHEAD TOWNSHIP , CARTERET CO. ,
NORTH CAROLINA
1121
CLIENT : SPOONERS CREEK YACHT CLUB , LLC
COASTAL MARSH ., , ,, �_T;=! , \`���//'— r 1
A ° - �i `�`,� - - / i ADDRESS : 100 LANDS END ROAD
6----' MOREHEAD CITY , NC 28557
\ \ s
PHONE : ( 252 ) 241 -1 200
NHW ,%flllto
n��hp�
A
STK®UD ENGINE S L E : 1 /'=7 5 '
_ _ ``�''°�° -- ___
� 151A HIGHWAY 24 13343 ET 3 OF 12•
MOREHEAD CITY, N. C. E : 9/9/05
y, ( 252 ) 247 7479 .� 'y.G o/
C!` �'�'fis s

� I
Ile
� \I
c — SPOONERS CREEK —
965 \\
FF tiZ30 \
\ \
\\ ` o.o EXISTING DOCKS. TYP
c
,,..a
!ram[ \\ 10
10.0
R III, \9 V
I J U N 1 3 2006
— 111.12mll—
dos_—. Morehead City DCM
—� R/M ,t,,., Il.0
it II. NHW
p t\ r____ _________
-------------
Ice
12.0 `
�COd`STA'L Ni`ARS i .0 ,,..
,..
\L/ �, 14/ 11/ 11, vi, 1- i. vI
.� 4/ COASTAL' MARSH/
-L. 11, IL, NH .�
BOGUE SOUND —
�k CAR� O ''�f •.
•
GRADING PLAN - ENLARGED VIEW B CLIENT : SPOONERS CREEK YACHT CLUB , LLC A STROUD ENGINEERING, f /a�.y•F +� SCALE ' 1 "=75 '
SPOON®® 2 CLUB p ADDRESS ' 1 00 LANDS END ROAD 151 A HIGHWAY 24 «* = SEAL :* SHEET• 4 OF 12
ERS CREEK YACHT C° °B : 1 00 LAND CITY , NC 28557 MOREHEAD CITY, N. C. 28557 : �:: 13343 �Q=� DATE : 9/9/05
( 252 ) 247-7479
MOREHEAD TOWNSHIP , CARTERET CO. , PHONE : ( 252 ) 241 -1200
NORTH CAROL I NA

tl
W
W trallYTiO.fTsl01 M
mI+■.E A.4-s..n!i IiIL11YT1•I!TITAN AK
In f1°aa"Fi �YNr `o w s< NHW M MA°.—I-`l IO.ta i.sw g
Iranurlw snru A■ lour.tEua .e•a aI♦c s..n s.- ay IYII)rf Ie1L1R o.�T EROSION 6 SEDIMENTATION CONTROL MAINTENANCE PLAN
In a•xe1•rlra IpE IralYna TIENCN-...s IKII)dfF= I.s•K a•T4,51&0QNFR5,CREEK -
NIAi. 111].N.IF IL■T•or T.00 mlr•-m u a n1•.RD n+E IranArl•I T.ou-I.aa a n CONSTRUCTION SEQUENCE
W Il.sTx r TRRiA ITOYtO[P-11•V Lm,.r mml IEaURI.D-III,LI
W TONAL IIRI1Yl•6 x.3.3 4 `1' Z
I 2 Poll CLLTFNc1E11 o..t _ COASTAL tF TKRtlI MOIOKD-21.Li 1. ALL EROSION AND SED[1ENT VE OPERATION
MEASURES SHALL BE CHECKED
O Ill.lpii vnuc .f'x aa1 c].3H S<-xR, In-Ta.••V 3s•.a1 .FAF01ATm ,�, FOR STABILITY AND EFFECTIVE OPERATION FOLLOWING W EVERT PRUNOFF
AIRS
¢ O ss'a1•A.tx IIIK IIEILTan•I TRAP.I.a tV.,r ALYIDW C+►I+EILO1ATt0.tr'fN sm.A+ .,D a S.•GI•IpEWT[0 PRODUCING IEINFALLEYENT OR AT LEAST ONCE PER REEK. REPAIRS '.lm) I. INSTALL STONE CONSTRUCTION ENTRANCE.
Q G.
lEll.Tx r TIE•01 R■IOEa St V II.DRN•OTION•..sa'> ALYYINY bE Ir LLI.ATIOI 1.DFA sTSff■ REWIRED SHALL BE COMPLETED 1MEDIATELY TO THE DIMENSION AMD
TMCM amtel•a.M•, -4 2. INSTALL SILT FENCE AROUD PROJECT.
(n la+l.r•or TRaO,I.NIRIF To Ls FUNCTIONS INDICATED ON TIME PLAN. = 3. INITIATE AID COMPLETE
DENDLI TION.
p 1. CONSTRUCTING BULKHEAD PER BULKHEAD DETAIL.
S II rTe.o•tT]s'1¢1•IOWEYtm 2. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING S. CONSTRUCT TEWOUR7 EERY AROIMD PEIN ISLLA FOR SEDIMENT STORAGE.
m t- ALtY1Rr OE IraT11A—YftL ST5101 y. DEN IT BECOMES 0.5 FEEi DEED AT TH FENCE. THE FENCE SHALL BE
¢ _ (T.DICK IIOfiW...•.'t REPLACED to REPAIRED AS NECESSARY TO MAINTAIN BARRIER. 6. FILL SITE TO PROPOSED ELEVATIONS.
= O y, ,1. T. INSTALL EROSI011 CONTROL BLANEET AND NEW SILT FENCE ON
N 3. ALL SEEDED ARFAS SHALL BE FERTILIZED.SEEDED AND MULCHED KHEAD•'.
WITHIN 15 DAYS OF DISTURBANCE.DISTURBED AREAS SHALL BE B. SE®E7MIWILLIS110LE FAMILY AREA.
s EXISTING DOCKS, TYP FERTILIZED, RESEEDED AND MULCHED AS NECESSARY ACCORDING 1. INSTALL LLIS Si TIE UTILITIES.
TO THE CONTRACT DOCIAENTS TO ESTABIlSN AMD MLINTAIN A ID. CONSTRUCT MULTI-FAMILY BUILDINGS AND PARKING.
¢ •/` DENSE VEGETATIVE COVER. - - D
11..INSTALL STREET SYSTEM.
\ 12•IIRPORY FINAL LAID$CIRING AND SEEDING.
♦ 1� Tf[C�APACIHTY�HASEB�1/REDUCED B FROM TrFIFTYIfM 50 P�NWTH.� 1.a
/ LANDS END ROAD NHW JUN 1 3 2006
TEMPORARY
CONSTRUCTION �tS M
ENTRANCE ` Morehead City DC
�Y �a
Iranuna sysMAl av OAALI•R
ORAl11A•E AEA-1T•IN 9 vvv m•
WAL MGMIOIN ",>i fAi<r.I.-
AA•AiF LmF ICI— an 1
YIOF ILLY[ +.S•X an I n.1N r-,..Is CI SFDIMM Tw R
�,m• iloPIIAK �1ia 11MAKI-I a aFT RILLND�Tx�aq TEMPORARY SEEDING SCHEDULE
tfwn"1 r T•DCN,.DYYm-Tau
xI-+Iq.IMI v a Ial-los.ao Lr..•m•FwsuTfo
�t®Id q�nol:i.TMsoli� N saw I W-7-Q SEED BED PREPARATION
LIFE 2 TONS/AC.
1D 20 t.000 INHW EXISTING DOCKS. TYP 1D
0- SOO/rGN OF
N KC14 SEEDING)
a : k ASPHALT TACK—
MIXTTURE 200 CAL./TOP tx M1LCIM
'B• �'grj ; IFEBRUARY 1 -APRIL 301
\ ••{, / TALL FESCUE SO LBS./AC
T, PEMSACOLA BAXIAGRA55 10 LBS./AC
KOREAN OR KOBE LESPEDEZA(SCARIFIEDI-SO Ill
(IMlY 1-A11G11ST 31)
r• ♦ TA FESCUE BO LBS./AC
\ a KOREANBNoW OR KOBEILLS LESPEDEZA(SCARIF25 LBI SO LBS./AC
T FENCE. ■� \°`\ 'SEPTEMB MILLET 25 LBS./AC
�♦ (SW7EMBER t -JAMIARY 31
)
,o ♦ TALL FESCUE EO L
KOREAN Oi KOBE LESPEDEZA(INSCARIF[ED)-60 60 LBS./AC
\ \ MtL9,AT1I■SYS11D1R RYE((REIN) 25 LBS./AC
1 �• WUAIK YIu,-na.f IF FOR SLOPES 2:1 OR STEW EA ADO 30 LBS./AC SERICEA LESPEDEZA
\ TQ1a IAT4.IO15 ».RO s LANDSCAPING MIXTURE
.I.VI CrfFlClfllT 0.9 (JANUARY t -MARCH 311
III Y— •.'a a.•I RWM F.]Lx1 Ol
LDWYN F TI IIIE Ir0.T.ATMY TRIOM I..J lilfT lrIL1.ATtOY aTSTD1w (APRIL BERWOIGR155 IUIXULLED)-2D LBS./lC
IDEWALK `. is InIaT s rr•M IIIIRvm m-ns ii - SPOON ERS CREEK - 11MUNME�-+N la r IAPR IL i -J1LY 31)
\ b COMMON BERWDA0RAS$ NULLED) 12 LBS./AC
\ ,� Tma Iravloa +as.R.r HYBRID BERWDADRASS SPRIGS MAY BE USED.
`s If1-]s.ao a I.K•.m Lr a•RI'FUEOYTm YNrF CRFI"Ism an
ALIAOW(>o IIFURYr11N TRFg1 SYSR.I .YVf IAll t.a'x MT a+•+.ta 9-+a.aM a
TAfwI IR1W•f.so'I L0l F 111 IP[IrILRYT 1.7 TIEI.:IF..R aT
. LFMIII IF 1RRN E ,I I-.IF
LD■TK r TIRIOI AII.vI.m-1.T1•Is
EXISTING DOCKS. TYP 1])-¢f0.ao u A Illaxt.ao u M'='KAFWA m
\\ LIYITS`(9.51 AC> i�EK toter Ma- .
Tlnw aYfm
SILT FENCE
\ f]DflMll
Rm
•` • �p — — — Y.y. �• NHWLITiErK(I�I�"cYaTwKT,aN
• '` . s,lT FENCE It DOMTI.ITIOI PHASE
COASTAL MARSH •
i
40
NHW
CAMA DATA w ■�� II
✓ .i. SFDINDI�IRAP M ••
30' BUFFER STORMWATER DATA
TOTAL AREA W/IN 30'BUFFER = 81.403 SF TRACT AREA =415.715 SF (9.54 AC) •�� .4H ••
EX.IMPERVIOUS WIN 30'BUFFER =29,398 SF DRAINS TO BOGUE SOUND CLASS SA (1.5" RUNOFF) •� ��•�
EX. % IMPERVIOUS = 36.11% %BUILT UPON =54.99% 1 1 1 •`����_ _� •�• i
PROPOSED IMP. WIN 30'BUFFER = 13.275 SF TOTAL DRAINAGE AREA = 149.175 SF W ` '�•��� •�•�•
PROPOSED X IMP. W/IN 30'BUFFER = 16.31X X IMPERVIOUS =67.55X W COASTAJL M`ARS�i ■ -..I • •�• •�
NET DECREASE IMP. WIN 30'BUFFER = 19.80% •� ' • •�i� ����
IMPERVIOUS AREA
75'AEC BUILDINGS - BOGUE SOUND - sur FENCE♦DEMOLYrta IMIASE LAIDTD1�dtIANCE
CONDOS = 27.018 SF LT R CONSTRUCTION - �•
TOTAL AREA WIN T5'AEC = 198.187 SF HOUSES = 114.000 SF "E'� 1CONSTRUCTION �' "' "' '1' COASTAL" M11RSH' NO WETLANDS
EX.IMPERVIOUS W/IN 75'AEC = 55,337 SF CLUBHOUSE - 1.900 SF NH EXIST INSIDE
EX. % IMPERVIOUS = 27.92% DRIVES/PARKING = 80.572 SF •`•"•" THE BULKHEAD
POOL APRON 5.128 SF
PROPOSED IMP. WIN 75'AEC = 40,873 SF TOTAL AREA -228.618 SF
PROPOSED % IMP. W/IN 75'AEC = 20.62%
NET DECREASE IMP. WIN 75'AEC = 7.30% - BOGUE SOUND -
',,��s��T-Mr,700i
STORMWATER, EROSION CONTROL //
AND SEDIMENT STORAGE PLAN CLIENT : SPOONERS CREEK YACHT CLUB , LLC STROUD ENGINEERING, ���,e�'�©��sso�l�Zpw SCALE : 1 =1 00
151 A HIGHWAY 24 ,�. � : SHEET 5 OF 1 2
SPOONERS CREEK YACHT CLUB ADDRESS : MOREHEAD LANDS
C I TD , RNCD28557 MOREHEAD CITY , N. C. 28557 o a4 �j DATE : 9/9/05
( 252 ) 247-7479
MOREHEAD TOWNSHIP , CARTERET CO. , PHONE : ( 252 ) 241 -1 200 r'9 •`�°�� EE:�'••r• I� (�
NORTH CAROL I NA �•�,� C(J1.1.�p,�.•`�

f, INFILTRATION SYSTEM 05
INFILTRATION SYSTEM AN DRAINAGE AREA- 10.733 SF
TOTAL IMPERVIOUS 8,686 SF
DRAINAGE AREA-5.972 SF RUNOFF COEFFICIENT 0.97
TOTAL IMPERVIOUS 5.203 SF RUNOFF VOLUME 1.5"X 0.87 X 20.054 SF =1071 CF
RUNOFF COEFFICIENT 0.80 35'X24' ARCH PIPE INFILTRATION TRENCH-4.63 CF/FT
RUNOFF VOLUME 1.5-X 0.50 X 5,972 SF -5956 CF LENGTH OF TRENCH REWIRED-210 LF
35'X24"ARCH PIPE INFILTRATION TRENCH-4.93 CF/FT LENGTH OF TRENCH PROVIDED-240 LF
LENGTH OF TRENCH REWIRED-121 LF •�
3 LENGTH OF TRENCH PROVIDED-140 LF (4)-60.00 LF 35'X24'PERFORATED
3 (2)-70.00 LF 35'x24' PERFORATED ALUMINUM CMP INFILTRATION TRENCH SYSTEM /
ALUMINUM CMP INFILTRATION TRENCH SYSTEM (TRENCH BOTTOM s 6.50')
(TRENCH BOTTOM•6.50'1 •/•
LANDS END ROAD
'•".�,�-d•�E.,,N,N. �,
�Z
22LF-12"RCP a 0• L •
SOW 531.41 25 E Y g q 0 RIM .48 ! {/y��y: I'
(\\��\Yas� '74�.sCfiE� �`U�•M'/p�T C S�„t �i !�
TEMPORARY M 7.65 LOWRAT CONTROL.42Box Ma \ G 1'
I T.65 GRATE 9.12 C1 r. ` `I .d
CONSTRUCTION ar � ' 6.50 0�-G � 1 3 2006
FLOW CONTRA 601 A< 8.50 V� GS
ENTRANCE GRAIKYTE EL. 10.60 7.701 OJ S •
HOOD 9.66 WEIR68.30 \•e 1A
INV 6.75 OUTLET \�`
INFILTRATION SYSTEM#3 O o � OVERFLOW tf2 Q 1T �o
DRAINAGE AREA-3,349 SF10.00 - Morehead City ` •e
TOTAL IMPERVIOUS 2.323 SF LOW C TROL 80X \9� `yf j
RUNOFF COEFFICIENT 0.6T pB x 11 I,M 8.50 VEGETATED FILTER + �1�It
RUNOFF VOLUME 1.5' X 0.6T X 3.349 SF -283 CF HOOD 9•
35'x24' ARCH PIPE INFILTRATION TRENCH-4.93 CF/FT INV 6.66 TLET 8.00 4LF-24'RCP a 0.3% ,
LENGTH OF TRENCH REOUIRED=58 LF , SEDIMENT TRAP #2
LENGTH (IF TRENCH PROVIDED-70 LF 74./6 05 E / SOWN u1 LENGTH 50'
_ RIM 10.7 WIDTH 30'
(1)-70.00 LF 35'X24' PERFORATED tNv 7.3 DEPTH 4'
(`TRENCH BLUMINUM CMP OTTOMN0I6.50T�ON TRENCH SYSTEM \ 80 LF 3p-RCP•O.62X I T8 •0 6q4
g0 6
1 IRIWT2l53a 1 -30•cP°0.6, 56 9.33 sz FLOW SPREADER BOX/ . INV 6.25
INV16
10.
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ro
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\ CDOODI 12.11 \ ZI, 2 Lf-12' P• 40X ��OGf /
INV 8.42 i9a• L S6 94"47'W �9
INFILTRATION SYSTEM rig \ �\\ •
DRAINAGE AREA-77.184 SF 4 LF 24'RCP a 0J% q 'J
TOTAL IMPERVIOUS 57.539 SF
RUNOFF COEFFICIENT 0.72 F P •
RUNOFF VOLUME 1.5'X 0.72 X 77.184 SF -6.945 CF •
49"X "MP TRENPIPE CH REQUIRED TION TRENCH-9.63 CF/FTLENG
722 LF
LENGTH OF TRENCH PROVIDED-725 LF I LLT FENCE, HOOD .T3 Q 6
(2)-100.00 LF 6(5)-105.00 LF 49'x33' PERFORATED `LID
ALUM(HUM CMP INFILTRATION TRENCH SYSTEM
1 9. 3 \ \ i1'.wo Qr
(TRENCH BOTTOM a 6.50')
J
INFILTRATION SYSTEM AY
R o•9Box 06 r ; DRAINAGE AREA-4T.508 SF
\ - [N L.50 TOTAL IMPERVIOUS 28.660 SF
1 8.6. RUNOFF COEFFICIENT 0.58
\ 7.72 RUNOFF VOLUME 1.5'X 0.58 X 47,808 SF -3624 CF
C !w ; 35'X24' ARCH PIPE INFILTRATION TRENCH=4.63 CF/FT
Z LENGTH OF TRENCH REWIRED-T07 LF
• LENGTH OF TRENCH PROVIDED-735 LF
\ INVV. 7.1A 8.25 Q 0S • (7)-95.00 6(1)-50.00 LF 35'X24"PERFORATED
1 `P awn. GS ` ALUMINUM CMP INFILTRATION TRENCH SYSTEM
1 0 9 6 S (TRENCH BOTTOM a 6.50')
DI
"\
NVTE6E68 °
\ / GRATE EL. 9.80
\ \ 3INV. 7.60
\ `/2•
\ 0[7YSA
\ GRATE EL 10.20 •O,
\ / INV. T.90 _ •
\ \ \ HOOD EL .29
\ 114 INV. 7.5
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STORMWATER / EROSION CONTROL PLAN CLIENT : SPOONERS CREEK YACHT CLUB , LLC STROUD ENGINEERING, P.1w.` �O••""''•q'Qy'0 SCALE : 1 "=50/
ENLARGED VIEW A ;• ''•adv '•,
1 51 A HIGHWAY 24 lb
m QQ' s''O`, y'. SHEET 6 OF 12
��pp ®® p� /� ADDRESS : 100 LANDS END ROAD MOREHEAD CITY, N. C. 28557 z A( � �°' = DATE : 9/9/05
SPO®I ERS CREEK YACHT CLUB MOREHEAD CITY , NC 28557 ( 252 ) 247-7479 _
MOREHEAD TOWNSHIP , CARTERET CO. , PHONE : ( 252 ) 241 -1200 '°•.;NE F►. 4
NORTH CAROL I NA 4•,��0� ."„a•••�tp

\ ` — S P O O N E R S CREEK — INFILTRATION SYSTEM#1
' DRAINAGE AREA-184.101 SF
TOTAL IMPERVIOUS 136.859 SF
RUNOFF COEFFICIENT 0.T2
RUNOFF COEFFICIENT
NT X 0 .T X 184.101 SF 16.548 CF
LENGTH ARCM PIPE INFILTRATION TRENCH=9.63 CF/FT
LENGTH OF TRENCH PROVIDED-1.718 LF
\ LENGTH OF TRENCH PROVIDED-1.718 LF D
•
\ ` EXISTING DOCKS. TYP ALUMINUM
00 LF E ILTRAjI.00 LF 49'X33'PERFORATED
pp gg CC ALUMINUM C1P INFILTRATION TRENCH SYSTEM
LIMQTSI19�54AACE (TRENCH BOTTOM•6.50')
° SILT FENCE
J U N 1 tll
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•
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SILT FENCE Q DEMOLITION PHASE
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TV
1'I •7�
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4m
8 .•
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WIDTH 355' AT1
I I
DEPTH 4'
�TALL T T 12 ,•
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,
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COASTAL O'ARSk •—
SILT FENCE a DEMOLITION'PHASE`( LAND DISTURBANCE J' • y
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LIMITS (9.54 AC)
OFLNEMENCE AFTERHEA CONSTRUCTION `5,0ECE n FiL7ER �i, y NO WETLANDS
NH COAS'TAC' MARSH' � � � �
WEVID ME v. ..1. EXIST INSIDE
THE BULKHEAD
BOGUE SOUND -
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STORMWATER / EROSION CONTROL PLAN CLIENT : SPOONERS CREEK YACHT CLUB , LLC �Q ,• • 1' '
ENLARGED VIEW B STR®UI) ENGINEERING, P . ''
�E,sSlpy'•.��/ $* SCALE : 1 =7 5
T 1 51 A HIGHWAY 24 ?�� SHEET 7 OF 12
SP®®NEPS CREEK YACHT CLUB ADDRESS : 100 LANDS END ROAD MOREHEAD CITY, N. C. 28557 : �� SEAL ;'*�
MOREHEAD CITY , NC 28557 ( 252 ) 247-7479 0 93343 $ DATE : 9/9/05
a�
MOREHEAD TOWNSHIP , CARTERET CO. , PHONE : ( 252 ) 241 -1 200 • �� GI Q•
NORTH CAROL I NA
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y NHW
— SPOONERS CREEK —
�.i NWJ11
y
EXISTING DOCKS. TYP
�p�y�pET� Al NHW
EXISTING GRAVEL
TO BE REMOVED
R MO ONG
— — — — — — — TO BE REIOVEB
CONCRETE SIDEWALK
CONCRETE SLAB
of
NHW EXISTING DOCKS. TYP
JUN 132006
LICK AFAR
TD BE RENDVED
__ __ _ _- - -_ _ - - _= Morehead City DCM
— — — — — — — — 11 CONCRETE SIDEWALK
— — — — — — — — CONCRETE SLAB
— — — — — — — — SPOONERS CREEK —
DUPSTER PAD
TO BE REMOVED
EXISTING DOCKS. TYP
E`FRA BUILDING CONCRETE SIDEWALK
TO BE REIQVED me REMOVED
ETOSkNRE&l%
ED B SLIPS
C RED B SLIPS
DUMPS PAD
TO BE REMOVED
�\ ..
EXISTIMD BUILDING NHW
TO BE REMOVED
4' �• •�, 'I' �, •� �• �, COICREn SIDEWALK •0�I'i
TO BE REMOVED .� EXISTING ASPHALT
4- W pTO BE
COASTAL MARSH
EXISTING GRAVEL
TO BE REMOVED EXISTING
RE N.4 TO BENOVED
NHW " W W
IN EXISTG ONCRETE
AND F L ANDS
.�. .y 70 BE REMOVED
In +I .
9tiKgEAD "COASTAL IaARN
J, J, J� .L W J, W J, .L �✓ �Y .�" � .L J, J, J" J, J" �Y J, J, .L J, �" J.
— BOGUE SOUND — y
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NH w L w ,
EXISTING FEATURES AND DEMOLITION PLAN CLIENT : SPOONERS CREEK YACHT CLUB , LLC STROUD ENGINEERING, P.Af ��Q,C�fE�`S'�p '"s SCALE : 1 "=1 00'
e ADDRESS : 1 00 LANDS END ROAD 151 A HIGHWAY 24 SFAL '�' = SHEET 8 OF 12
SPOONERS
�f�S CREEK YACHT CLUB) MOREHEAD CITY , NC 28557 MOREHEAD CITY, N. C. 28557 0 9334,,3 * DATE : 9/9/05
( 252 ) 247-7479 •
'MOREHEAD TOWNSHIP , CARTERET CO. , PHONE : ( 252 ) 241 -1 200 y 'G� EE;�'�••sQ o/
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ALEXANDRA COURT p!`j
l
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10'PVC WATER WIN
BORE UNDER ALL STREET
AM pR1YEMAT5 SABRA CT. Morehead City DC
HENSON
COWARDS
MAINTAIN 10'MORIZ AL
SEPARATION BETWEEN
FORCE WIN AND WA WIN �F
0'PUBLIC SIDEVALN
BACKFILL WITH SAND FROM
_ SETTLEMENT TRENCH EXCAVATION. COMPACT
TO 95%MODIFIED PROCTOR
..%s .AOI►ILL IF UNDER PAVEMENT OR WITHIN
10 FEET OF ANY PAVEMENT
P I P.0CTf0I1 OR OTHER FOUNDATIONS
ALL YA NUNS' SLOPE WALLS TO ANGLE OF
SELECT BACKFILL COMPACTED REPOSE OF SOIL OR PROVIDE
TO 95%STANDARD PROCTOR.
USE HAD OPERATED EQUIP SHORING.MENT
ONLY.
TRENCH BOTTOM SMALL CONSIST OFBACKFILL USING MATERIAL
FIRM STABLE MATERIAL a SMALL A FROM TRENCH EXCAVATION
LPROVIDENGTN UNIFORM IIDI SUPPORT TNROOI/f AND COMPACT TO 95%
MODIFIED PROCTOR.
NO. 57 STONE BEDDING FROM A
PI/LEC Slow" MINIMUM OF 6" BELOW PIPE TO
L ANO IPE.tM N.' TOP OF PIPE.
S ENO ROAD
PIPE DiA.+24"
MATF�t PrE T�IEN�H �ETAIL SEWER PIPE TRENCH
UTSI OF AYE AR A NTS
SCALER NOT 70 SCALE
ONSITE UTILITIES.SEE ENLARGED UTILITY PLAN
�J
60 fill.
CLIENT : SPOONERS CREEK YACHT CLUB , LLC STROUD ENGINEERING, P.�`�� �.••o�Fs'••.��Z•, SCALE : 1 "=100'
OFF-SITE UTILITY .•QL 1'i !�►
ADDRESS : 100 LANDS END ROAD 151A HIGHWAY 24 �'Q 3 � 9 SHEET 9 OF 12
SPOO ERS CREEK YACHT CLUB MOREHEAD CITY , NC 28557 MOREHEAD CITY, N. c. 28557 r Fq� r�* : DATE : 9/9/05
( 252 ) 247-7479 l
MOREHEAD TOWNSHIP , CARTERET CO. , 90 •..••.• ••..• ti*�. I �D[bs
PHONE : ( 252 ) 241 -1 200
NORTH CAROL INA C 04*2��,`

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ON-SITE UTILITY PLAN CLIENT : SPOONERS CREEK YACHT CLUB , LLC �:+��FEssz- 'STROUD ENGINEERING,,.Q 7 S C A L E : 1 =1 00
'SPOONERS CREEK YACHT CLUB ADDRESS : 100 LANDS END ROAD 1 51 A HIGHWAY 24 Seal. 9�= *'s_ SHEET 10 1 2
MOREHEAD CITY , NC 28557 MOREHEAD CITY, N. C. 28557 13343 = DATE : 9/9/05
( 252 ) 247-7479
MOREHEAD TOWNSHIP , CARTERET CO. , +�� • � G �P'•���,• �PHONE : ( 252 ) 241 -1 200
NORTH CAROL I NA �i.,�`�+�iC13i���.�`

•- SILT FENCE SILT FENCE
10' MAX. WITH WIRE
EROSION CONTROL BLANKET 6' MAX WITH MIRE
• EROSION CONTROL BLANKETELEVATION AS
ELEVATION AS SHOWN ON SH 2 OF 12 NEW CCNCRETE BULKHEAD r, SO 12 GAUGE WIRE. MINIMINA
. WITH 18'X 18"CAP APPPROX. so'
HE VINYL BULKHEAD �7/ - \ a '4/A, FJ,,ILTER FABRIC
EL. 1
.0 �/ \/ �,. PROPOSED EL 8.0
18'FVE%ATED FILTER FABRIC
OR EX \ EX.EL 6J TEE NCDOT 1056
TYPE 3. CLASS B
SW EL 4.501VEL 8.
i COMPACTED FILL
VCRUSH
EL 5.85 r„�,�
EI BULKHEAD EL 4.0 SILT FENCE a DEMOLITION PHASE EX BULKHEAD CAPPED EL 6.0 d RUN
TO BE REMOVED BE REMOVED AFTER NEW BULKHEAD CONSTR TION BULKHEAD FILTER
BOGLE SOUND SPOONERS CREEK x.LE$ No r0 HALE STONE CONSTRUCTION ENTRANCE
• SCALE: NOT TO SCALE
SCALE$ HOT TO SCALE SILT FENCE DETAIL
��yW]�`-• , • SCALE: NOT TO SCALE
\„�1:• ! 1rr[R2 NIN.1- OF 32' IN WIDTH, AND A MINI NUM OF
19'X!!'ARCH PIPE 36(r lIkE.•I S WITH 12'STAY SPACING.
PERFOATED xlAUMUM CIF PIPE 2:, FILTER FABRIC A MINIMUM OF 36' IN WIDTH AND FASTEN
ADEON TELY TO THE WIRES.
t0' 3. PROV STEEL POST OF THE SELF-FASTENER ANGLE STEEL TYPE.
�CENT] OR 6' POST WITH 3'DIAMETER.
HEIR WALL tt,,ASPHALT EROSION CNRR0.FABRIC \ =TM WZWTAF., Stt MMN1 U N 1 3 2006
NEENAH MODEL R-66T2-F BED
FRAME AND CRATE. (WI NEENAH MODEL R-6060
APPROVED EQUAL FRAME AND L10. I3R 6'ABC STOW—L�•
24'X 24' APPROVED EQUAL '�.; -T" 'P=- ,`T' //i .\'•T
24'DIA. OPENING
.$ST STOW ME1R EL 2.29 1HEIN$T OF VOLUME / / Mor ead City QCM
WEIR - i �� 'i COMPUTATION) 'V
EL. VARIES -/ 1 VEGETATIVE FILTER
[ s E$ NOT TO SCALE WEEP HOLES.
�— �— `— EL 6.50
-- -------- 1' O.C.
OISCHARE PIPE. SEE PLAN \;'%�A, V• A �j i. ��' ���
FOR SIZE.LENGTH AND ANGLE SHIRE EL 4.50
PERFORATED CORRUGATED ALUMINUM ,0 ENSURE 4'OF CLEAN SAND BEFORE INSTALLATICH N
PIPE SEE PLAN FOR LOCATION. G e e • a e a e
LEIOGTH.SIZE AND BEARING SEDILEIR STORAGE E.54 S'a NEENAH FOUNDRY N
COMPANY MANHOLE
FLOW CONTROL BOX FRAVARIES. SEE PLANS FOR DIMENSIONS AND LID
WITH SEDIMENT STORAGE R-164z. OR 10.00
APPROVED EQUAL
SCALE: NTS SECTION VIEW
35'X 24'ARCM{pin S[O•
PERFORATED ALUMINUM CMP PIPE
FLOW DISTRIBUTION DEVICE
24'MANHOLE RING a COVER IUV'A ALT EROSION CONTROL FAeR IC = SCALE: NTS PLAN VIEW
GRAVEL BED J
6'ABC STONE��� 0.
W I
N,ST STONE HEIR EL 5.50 IHEINR OF VOLUME 3' MIR
COMPUTATION)
1.50' 6' 4.00'
DISCHARGE PIPE, SEE PLAN �/� SEE PLAN FOR RIP 4— RIP RAP VEGETATIVE FILTER
FOR SIZE. L -I.AND ANE.LE v v\�� ��`��% (LENGTH OF DEVICE)
m PIPE DIAMETERS
\� \ � / [NstNRa 4'a GLEN/SAND BEFORE INSTALLATION
!i
sxWT E<4.� , .,. ,� r,,�.,,.,.�,�,,
6
PERFORATED CORRUGATED ALWEMUN t' x
W CONSTRUCTED �
PIPE SEE PLAN FORLOCATION. L-.4'DROP INLET GRATE t.96 !.!2 FLOW INVERT
LENGTH. SIZE AND BEARING
rEIR CONTROLME
WX VARIES.SEE PLANS FOR DIMENSIONS 1 DIAMETER WEEP HOLES
SCALE: NTS PLAN VIEW JUNCTION BOX/STORM WIN MANHOLE FLOW DISTRIBUTION DEVICE
INFILTRATION TRENCH PIPE SECTION SCALE: NOT TO SCALE
SCALE: NTS (SECTION VIEW)
SCALE:NTS
NEENAH MODEL R-66T2-F
IF-
FRAME AND ORATE.O1 KENAH R-3S01-A
APPROVED EQUAL FRAME AND GRATE. OR r
�i APPROVED EQUAL 6'
PLAn F
I I
F I 3' MIN I 50' PRIVATE R/W EASENT R
ME
i p o W I 31 8/0
2A' 13.5 13.5 241 YARN
ME SEE PLAN FOR RCP 4w
SEDIMENT STORAGE DOPE DIAMETERS
ROLL TYPE. TYP
SEE PLAN FOR RCP CATCH BASIN DETAIL 1 ',{ASPHALT
DROP INLET PROTECTION PIPE DIAMETERS sr SCALE, NOT TO SCALE 6'CABC
WITH SEDIMENT STORAGE e�+°j+fr+++++F+p��
SCALE: NTS CA
DETAILS PLAN CLIENT: SPOONERS CREEK YACHT CLUB , LLC g STROUD ENGINEERING, F-r Q �' •' SCALE •• 1 "=1 00'
v
c
ADDRESS : 100 LANDS END ROAD 1 51 A HIGHWAY 24 13 A3 r � SHEET 1 1 OF 1 2
MOREHEAD CITY. N. C. 57
SPOONERS CREEK YACHT CLUB MOREHEAD CITY , NC 28557 soti:•�� DATE : 9/9/05
t 252 ) 247-7479 �n� �•. �4��. REVISED : 6/9/06
MOREHEAD TOWNSHIP , CARTERET CO. , PHONE : ( 252 ) 241 —1 200 1 Luj� ••`���
NORTH CAROL I NA

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EL 4.0 POSED-BMKHEAD --- ------- _ EL 4.0
------------- -- -
2 ---EL-. 8.0 -- ---------- ------ ExIST[NG-BIARHElIp
0 DEPTH DETERMINED-BY OTHERS —----- -------- -EL-6-0---- ----- 0
EXISTING BULKHEAD _
EL. 4.0
CROSS SECTION A—A
>t�tteth
CLIENT : SPOONERS CREEK YACHT CLUB , LLC STIR®UI) ENGINEEI�I � ' .tA��l ' '
ELEVAT I ONPLAN S� s••..••/,y1 HORIZONTAL SCALE : 1 40
�y io
1 51 A HIGHWAY 24 o �ay;'9 %VERT I CAL SCALE : 1 "=1 5 '
S®®®NERS CrEEK ����� �B �� ADDRESS : MOREHEAD LANDS
C I TYEND
, ROAD
28557 MOREHEAD C I TY, N. C. 2$55,izQ SEAL 9�= *SHEET 1 2 OF 1 2
YY"" I� L� ( 252 ) 247-7479 1 FATE ' 9/9/05
MOREHEAD TOWNSHIP , CARTERET CO. , PHONE : ( 252 ) 241 —1 200
NORTH CAROL INA �`��