SW8980346_APPROVED PLANS_19981112

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 q �: 034- o
DOC TYPE
❑ CURRENT PERMIT
Tfl APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

�'`� • / /-� PREVIOUSLY
PERMITTED
FILL AREA
5209.71 SF
INFILTRATION POND
A
r •� Fj/ / R.3O' 9 ROPOSE
" p* ,� / /' i .a y b• FILL AREA
3614.17
r\ . v
o.
B
a�� PROPOSED ILL �.,.
r �1k� v X -� / /i ♦ �_ �,$ sBr Bi �b'�. 5260.19 SF ,I
�' � � � � �> �.> `✓ •REVIousLY ,-/ i � � �yo �/ P��. Asa �,� _�^� � � ,
�c �x YY))• MMD
.FILL AITTEREA
- - CBS , v .
ELEVATED 56WATER
COUNOYSOOWR B.oBSB Z.
Y
I
o
pZ' LOAD oocN �^ /
7 1' ti
U
U
7
O
Q
U �
QS 17
JO
2 �
o�
J �
Q J _
OUSLY p O
TTED OQ �•' -_
AREA
52 SF Q OO
I Y FE I -2
m TYPICAL STREET SECTION
EDWINNH. HURST RELOCATED HOGANS ROAD
�^
-K �•� HONC 28 RIN. T.SI
^� SWANSBNSBOR.O, NC. 28584 ..
!let No
-PROPOSED
/ FILL AREA
' 1...64 SF
c I
a„a" g/ PHASE 2
PROPOSED PLANT EXPANSION
FF ELEV 17.00 ` r
QO, AREA 187737 SF
O / i
rn m / • err\-• \
v
smluLx r 44v / EXISTINIv.; �;"^ '°• -
/i
u
�xu��r�".�L."less ' � '� ! FF ELEV. 0 '� ''� •v ...: _ � - I / i _ 1
1 i PROPOSED
A5R
a . FILL EA
3769. 0 SF
✓y ..y ^ ��� / o% P �. / t28.03�.r"mil r
,j �.�-_ .yn�• � �``` / �� !i 6�9r,4 ` B P �_�_ NS o � z0,
Rstc; A d v `50
•F -, ,,.. ��` / SO �. I PREVIOUSLY'' z� a
_
�°o
Jw.jjLD
14 �' t/ FILL AREA
• q.� �� oa' MET DETENTION Purw '.•� 0.12'STTE -_- _� 500.72 SF
Y,
q°ti y
i
Al
5
/ w. i , -"i EX. Eg S .t )-
�_ s^ k el M 4, a
FN
<-_ F. �'. v �iba'J- A •9.°^f!.rao SUING
LOING
�' .✓' . b A 4 'IP yw
/ - - b0 x ,'9�.0 .� _ .-. . _ s. ` � V � / •_ peP N 1 4 W 1
1 �
/ � s•b L ,h ., 69/.N ,:i \7 ^\\� NZB i80.Op ` �,p ,
�- "-- _- gN•. _ ,.a d. 6.'1' b° 6'�'„i 0w h NM11 ° N,'• ° NAR7H4 cif
REN(j!wEe
F� R 9 1 V
Zt
Go
(R7-8a)
APPROVED FOR USE UNDER
GENERAL STATUTE 20.37.6
COLORS
LEGEND & BORDER - GREEN
WHITE SYMBLO ON BLACK BACKGROUND
BACKGROUND - WHITE
LEGEND
SWANS 0RRO O
2A
LLAAND(I�NG
SR 1509
JSR 1507
SITE
VICINITY MAP
m
lIL/tl � UU � IJVD � Ill/lJ
p��1QL��4�I
Ica
"IRE,
APPROVED FOR USE UNDER
GENERAL STATUTE 20.37.6
COLORS
LEGEND & BORDER - GREEN
BACKGROUND - WHITE
"° O 6T ♦ .,'J 4. 1
y0 ,e y°a < 126. z6oB SEt PM.aRSHATFObtS
DICHEVY
rLDROP INLET
EX EXISTING
e"
FE FINISHED ELEVATION
f--APPROX.
I FF FINISHED FLOOR
LINE �oN ,acn°soNi"L°EHaavaEiYze' L. INVERT FEET
__ .. NEAR
_ � � � � � I N'J
rF LINEAR
536•j5'14'E ° \ n APPROX.
Kati 60. 00 540 MH
COASTAL MANHOLE
MARSH LINE i"' 1 w N/F
I _ NOW R FORMERLY
•'.`'°w`' - i2o �m� H MANHOLE
� _ R
� M STORM DRAIN
SF SQUARE FEET
3
- •� � -� -, �_ � �• _� r � _ .- - - -' - - - �- -���° � W a 'I PEaa.���fT TSW TOP AOFDSIDEWALK
EXISTING TOP OF (jULKH£AD mo •� o m ro 3 1 HU'4 NS RO,ON APPROVED AL
" -zse3s NORTH MANAGEMENT COMMISSION -10.0- EXISTING ELEVATION
w ryo o" _ a W DIVISION OF WATER QUALITY
PROPOSED TRAVEL LIFT v
_ - " _ _ - _ _ • o h
I D� �•l�i PROPOSEDELEVATION
1 NE
4�FROPRE
ftmaw Famt NOs6y,998o3¢(o0 COASTAL MARSH
r
INDEX TO DRAWINGS
SH 1 COVER SHEET/SITE PLAN
SH 2 GENERAL GRADING/DRAINAGE_ & STORMSiATER MANAGEMENT PI AN
SH 3 EROSION & SEDIMENTATION CONTROL ';LAN
SH 4 STORMWATER MANAGEMENT DETAILS
I,.IVI\V V 11'L`, 1 l Vl\ - J40 "•,-/
RADIUS =
44.00 RADIUS 94.00
LENGTH 0.16 82.16 © 'Y-
CHORD = 70.LENGTH = 34.17
CHORD = 33.98
CHORD DIRECTION=N54-41-24E CHORD DIRECTION=S33-24-59E ,`
RADIUS=110,00 RADIUS =94.00 CHORD DIRECTION = S58-15-58E ''- _-, \\
LENGTH = 33. 84 LENGTH =21 . 07 RAD I US = 310.00
CHORD =33.68 CHORD =19.48 LENGTH 12 = 347.68 �- _ / \
CHORD DIRECTION = CHORD DIRECTION = S41-50-28E CHORD = 329. 74 _
RADIUS = DOES NOT RADIUS = 106.00 CHORD DIRECTION = S58-15-52E COASTAL MARSH-
LENGTH 03 = EXIST LENGTH ® = 56.82 RADIUS=310.00
CHORD = CHORD = 56.14 LENGTH 13=346.69
CHORD DIRECTION = N1 8-57-43E CHORD = 329. 75
CHORD DIRECTION=N60-23-18E __ CHORD DIRECTION=514-48-50W LIMITS of GRAPHICAL
RADIUS 32.00 RADIUS =73.00 g RID =235.00 REPRESENTATION ( NOT
LENGTH 0 =39, 22 LENGTH =50. 27 - SURVEYED)
CHORD =38.75 CHORD =45.25 L NGTH 14=335.89
CORD = 308.02 -
CHORD DIRECTION=S82-12-40E CHORD DIRECTION=S71-05-55E
RADIUS RADIUS =17•00 C ORD DIRECTION=S41-47-05W _
=73.00
00
LENGTH 0 LENGTH =26.69 R�DIUS 1S=114.65
= 56.08 L NGTH = 1 1 4. 65 '
CHORD = 54.71 CHORD = 24. 03 -
CORD =113.51 1 00 50 0 1 CC 200
CHORD DIRECTION =-21W CHORD DIRECTION
RADIUS =50.50.00 00 /= -522-05-47-W
LENGTH 11 =22.44 R D[US =75.00 _
CHORD =22.26 CHORDH 16 =58.10 =56.06 SCALE- I 71=1 OO /
OF 5
#: PM9
LLw
SITE DATA
TOTAL TRACT AREA = 42.05 ACRES
PREY I OOSLY PERMITTED = 0.24 ACRES
WETLANDS FILL AREA
PROPOSED WETLANDS = 0.29 ACRES
FILL ,AREA
/ TOTAL WETLANDS FILL = 0.53 ACRES
TOTAL PARKING - 410 SPACES
- nell '<
13"s43 �
WETLANDS
PROPOSED
FILLED WETLANDS
STORMWATER
E C E I V E
NOV 0 91998 D
PROJ # 4to-s4r, I w
REVISIONS
No. I BY I DATE7 DESCRIPTION
I I AIM 1017198 1 MODIFIED ROAD & GRADES
2 1 KG 11113198 1 STORM REV.
SITE PLAN
TIARA YACHTS
SWANSBORO TOWNSHIP, ONSLOW COUNTY,
NORTH CAROLINA
CLIENT: TIARA YACHTS
DESIGNED:
A DIVISION OF S2 YACHTS, INC.
RDC
DRAWN:
ADDRESS: 725 EAST 40 TH STREET
HOLLAND. MICHIGAN 49423-5392
RDC
CHECKED:
PHONE: [phone]
RDC
/ STROUD ENGINEERING, P.A.
APPROVED:
RDC
V151A HIGHWAY 24
DATE:
MOREHEAD CITY, N.C.28557
(25 7-7479
4SCALE:
8/11/98
NALD D. CUL IPHER P.E.
I 1 "=1
DO I

\
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U
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QQ
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aQ
-` ......
P NAL EV ON AT INTERSECTION T B 2 Q' El AT7
N AO CONSTRUCTION i
DETERMINED FOLLO,WI G RO Q
BY NCDOT
1 �
fi4l 15` ECP W, FE�EAlENO. --Zr
AND
NCOOT
,IMF ILT d1 rA51N - � A- Oj .
SEE SHEET,'1 OF 5 - 16' - '^ '-�Q
J ?ate Q
111 09 a 16. '1_�T .,. Yam.• ��
GRATE 41611 0
'. ED.W3 H. HOGANS RDS - -
X
_ •� SWANSBORO. NC, 28584 _
-uFE I��1yO';..� �
1` PVC FARCE rtllM b ' DI •1' 'q •'Y_
� � x • GRATE 15: 16.8
0 INV 11.03 _ 01 07Ci"'.
�>� y .> ..y✓ .'% %' N26`t0 r _ )� O 1 t• 40 - GRATE 16 DO pE 1T.0 ? -• _ _ -. _
y `^ �' k% r•M �' /B. / / FE SW 60 R E 16.50 INV 14.a
9 9O E. T 5.
.P � .ate ,9144 ,'� •. 'a _ ,o- - -, , ,
..�-.,r - - / �. • c9?.. .X ,' W 16.3� y", p 6 '� 16. 50 TOW 'fB•!>SF E b.5
t s X
tkWT4 Q
y INV 10. T6 A 15. `1� `
ELEVATED
WATER TOWER xF sb- CRATE s.2o y�
` _ / v, �/ / --.INV 7203 15 �� Ae} �- ;F,E'1610 204. )2
~\ 1-...�.,_- --._-__.--- - -' / ... jy1 N/F'.ONSI_OW H A TS TSW GHVTf215.2 �dP, 0' k.5 _ .96 y• -�
COUNTY RE 17. m / 16.0 ... 0..... 18' '-<16.30
�, >-'- +':' 1 •1r / `e a ay 16w90 0_ - S 6: ~ r .q6. E,.. 5.8 FE=16.0
U/ i GRATE 15. ,^ - �` t�l iq.
y
�• ti S INV 10.00 TAININGNA6 BY OTHERS T1 C�t;-
EA SIDE-OE.TR1u�f_%_ALL 17'
L7 O ' GRATE 110" i F
111111000000 E• 14
$� >• V FE T7: h /-� 2O -- INV13.
a % .. SW 'T6 EO'\
Q/ / v•, / sW 1130
AA_ '`,
U/ 1 r^55pp ` J ly DI at ... Wr''l _ AFE=14:50
Q' r Rd 30.J8 GRATE 12.75 0 / 6• ,�.. ♦tom\
{{ f 2
v 4.32 �'� !.- S`� - INV 10. 50 - 1 �. O.S
,r^ ao� .f PHASE 2 •' ��� �'. k ^'FE474 so
cP �`'� e Q� ! PROPOSED PLANT EXPANSION 4 wwf
< I '
a�, ff AREAL 1877,3700SF TSW 1 I:
c
/
44/+ iq
A NOTE: ALL ROOF 'GUTTERS SHALL BE
14.75
F NALN
b+ S_ DIRECTEDTO D DISCHARGED. 1
l A '•a'. 1 INV 9. /',B �'P @ XF 3., RETAINING HALL BY OT S $UCH THAT 0 Y 32700 SF OF ROOF ROOF DRAINAGE e 1
DRAINS SOUTHWARD TO THE DPW. /.
�
/
•6
S o h LAWN AREA
XA ♦ P1
• '.. FE 1A.3 , , ,
� t Rp FE t1: T5 z
OFA+TE »AD' -o° °• 0 01AY4A - BUILDING
♦ ,oD • . G / IN E M �ti GRATE 14. _ 1q '../ -
..... jJ �. o. • o / ..�`` INV 10.e6 .. _ DOWNSPOUTS `
r y LJQ GJa / 7M SF
FE INQLX ir5 �'_ `32
A O
I' PVC FOHCEMAIN {� x4W / _ f , DRAINS TO ORW
� �Q • / 1 - -
N/F EXISTING PLANT 1 - / _ - _ ( /
21 NNaNa es39 '� ��" ��` : / FF ELEV. 14.98
•/ E%1 TING RANT ROOF DRAINAGE SHALL CONTINUE TO / Dial 5 ~
' .p BE T EXISTING DOWNSPOUTS ANO SUBTERRANEAN ��
1IEE I
IT-0ETEYT�It1�GONDAS CESSARY TO AV010 NEH PHASE I C ��,,, I Y 9.38r-
e r ,� PROPOSED PLANT EXPANSION 6*RCP, - Si' a rr I - + 1
M :'✓ ''�' F , '..' o'o'� :{r•- FF ELEV 14.98 / F Iq9° o.2x f . A • _. _- - !
`J' ;Y` x�•,. �' AREA 5707 SF
.NiM�Li.o" SW 3. L a . / DI 1 gc • TE55ANY
� A° T pU TREdE17N • _ - _
/ C!`HV.E9. 60 TO �p�gTJE NNT
24 LF 48- RCP W 1.3% �% / TOF CNSLOTIED.`` i
y a DYN NE C
FES
,
FE
^x FE 4. 6!,
dam- a, Dwwz
INV 8.48 n i _ %}' 16' e - - -1�
o4r .-.. - 12-T\^ •i 7 .-a.l3 RIP 0.3%
f < a ♦, WET -DETENTION . Al iz
3 „R�a /� NEILF
t
- p�9 spy
:<♦ ,1NOye i. • 25.E 73T - �5[ZEa obU li ON W/ A ,off
_ � ONS OOO���CCC TT
'6fE SHE -9 OF S GRATE 12.10 L OUN
TDWICE ,_-. O7SW 1^.50\\ "•6 1 35 FIBERGLA S BASAXISTING A �', 1aj. .. �1\ P ry
n STORMA' TER PULP STATION- WOpO - i F 12.50
✓'r 1 Y q- x E _•t" 1
,O. S lINE�-�. EX'Sl
M%ID11,,IE5 pp
IUSERUANURRtP RAP " `4. SD(yMNM n FM M1 1 -"}O \\'• __ _ /
OUTLET PROTECTION \ - Rj NV P3.25
.. g, ..
50'
J
ARE VEGETATEE TEE- _ _ 11' .
SHEET FUNRIif PROJECTED- 10,12 f. .r .-. - A, 1
+� '1' 0 -. .0 - 0h
r p T �Np
MALA�IMEREDCTO.37395F m m�r: �CNEVY MAROAP/F ALLEY !
�.:� -y0 2 Py 'i'-♦ ,a �'-..:, 0 .a ., b P ,,. .. .: _..^.. ..., y.. /;�,� • N45E .'�iSi. !
C.- ^ .-_. __ _:.. ,°0 6,`a q a, ,5q'. • �,'' P^0 "Y a. -RP ....w ...._. t .' 'b. - s , M AYLANO211,,1
,.DREDGE SOIL DIKE LOCATED'YN THIS
/ •, ' ^• • :a P , aq - x 1 - &A.KNE RREEAA IN ACCORDAN€E WIT'
RORG NAL•
PERI4 ,,.�^ ...�,f _ �� � - CONTR VILAN. CHANSyE •PROP ED a -
-' sg p FG7
TOAT DOCK AS�SNBHgUETX}AD ON®AR DT ION"A `Ni
C,_ .- _.. ,.- .-. -- Nx. •i;\ 3/18/98 PREPARED BY STROUO®® R� F LOW DENSITY CRITERIA:
\ NE �y�Y, ENGI ERING P.A. D11 "^ !N E
/ b _ <z�m 4AC%K r R s TRACT AREA WITHIN 575' AEC 15.25 ACRES
.-. - N VILL , N 25% ALLOWABLE IMPERVIOUS 3.81 ACRES
536.24't o 0 0! x�. G �I 6 r2�a510
/ r 4°E o n3z ACTUAL IMPERVIOUS AREA IN 575' AEC:
'.M i v If - PHASE II BLDG., ROADS, PARKING 152696 SF
\'� EXTENDED ROAD TO SOUTH LINE 3600 SF
[ - - - -- -: - - - y /•, x� ♦ t i1 EXISTING OFFICE BUILDING 6329 SF
yy o o _
a ROAOHAY EXTEN51fk! FUTURE TERRACE AND SIDEWALK
>N ,_.0 i _ 'yP 'LM1 P7 • a o 4 1 �SF E`S I
/� .` - •J.� v u - _ - - - - -^� P� a o •a:� - IMPERVIOUS DRAINAGE TO 575' AEC:
/
PERRY
E N.F E�[�T�N� OFFICE BUIL
DING 6339 SF
Po7" siq TERRACE AND DE ALK 9 SF
r o ^ • a 1 ! HUBER XOGAMS 205RAN 39 PARKING LOT. DRIVES, ROADS 117418 SF
EL 7?76G TOP 0. BULFu,EAO ;n�o^:^' o nry W �8... i EXTEND ROAD TO SOUTH LINE 00 SF
C. BUILDING 327
ry/ •`� TOTAL 163386 SF = 24.6X
TO BE
�iUALE: 1 =1 UU
SHEET tt 2 OF 5 0
PROJECT #:PM920
DESIGN FIL #:9 0/REVSITE.DGN
SITE DATA
TOTAL TFACT AREA
= 42.05 ACRES
PREV I OUSL Y PERM I TTED
= 0. 24 ACRES
WETLANDS FILL AREA
PROPOSED WETLANDS
= 0.29 ACRES
FILL ARLA
TOTAL WETLANDS FILL
= 0.53 ACRES
TOTAL P::RKING
= 410 SPACES
REVISIONS
No. BY DATE DESCRIPTION
! MM rorr/9e MOD/F/ED ROAD & GRA0.S
p KG 11/3196 ISTORM REV.
32RADING , DRAINAGE AND STORMWATER MANAGEMENT PLAN
TIARA YACHTS
SWANSBORO TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
CLIENT: TIARA YACHTS DESIGNED:
A DIVISION OF S2 YACHTS, INC. RDC
DRAWN:
ADDRESS: 725 EAST 40 TH STREET RDC
HOLLAND, MICHIGAN 49423-5392
CHECKED:
PHONE: [phone] RDC
STROUD ENGINEERING, P.A. APPROVED:
151A HIGHWAY 24 RDC
MOREHEAD CITY, N.C. 28557 DATE:
(25ZNALD
7-7479 8/11/98
D.0 a'11�9� SCALE:
D. CULL PHER P.$. 1 "=100'

h
X YrY \
1 < < (U
SEED BED PREPARATION
O 10--110-20-------------------- 1.000SLBS./AC
`.
<�t ✓Y <.. ( 32G��g9.95 0-20-0------------------ ------ 500 LBS•/AC (AFTER SEEDING)
x ASPHALT TACK -------- -20 CAL./TON OF MULCH
CONSTRUCT INFILTRATIONBASIN AND ESTABLISH
ON
GRASS SLOPES PRIM
i0 CUTTING PUMP FROM Q v Y,.`�C>. �cr �p .,N SEEDING SCHEDULE
41 7 �: rgl -z O
?. �,,� - WET DETENTION BASIN ON. SHOULD SLOPE HOT PRECEED Z t v ,- y y� �+t, �iy5C J ✓I TALL(FEBRUARYFESCUE
1 -APRIL 30)
---
`-.X.� x WITH GRASS RAPIDLY PROVIDE ECOMAT EROSION r Q TALL FESCUE------- -------- 50 LBS./AC
�� '�`� CONTROL BLANKET AROUND PERIMETER ti O 4 i�'�� y� , N PENSACOLA BAHIAGRASS-----10 LBS./AC
'^ x'� ^, • ( /' •.� Q dye t_:-q "tom, H ' 5 KDREAN OR KOBE LESPEDEZA (SCARIFIED)- -00 LBS. MC
if
h1 1
y X
"^ O fMAY 1 AUGUST 311
��� < � � � L'( � � '�. � � — — �. TALL FESCUE- ----- - 50 LBS./AC
t K C �x ,�/ - �� Z
4( �� J WEEPING R KOBE ASS-------- 5 LBS./AC
( �' KDREAN OR KOBE LESPEDEZA(SCARIF IED)--50 L85./AC
INFILTRATION BASIN Nrs•„ �� pQ U ��• �e BROWNTOP MILLET---- -- — 25 LBS./AC
O (SEPTEMBER 1 _JANUARY 31)
TALL FESCUE ---
- 60 LBS./AC
M1 �� - _ �..� p z KOREAN OR KOBE LESPEDEZA (UNSCARIF TED)— 60 LBS./AC
RYE (GRAIN)------ - -- 25 LBS./AC
FOR SLOPES 2:1 OR STEEPER ADD 30 LBS./AC SERICEA LESPEDEZA
AND 15 LBS. WEEPING LOVEGRASS.
GO STONE CONSTRUCTION ENTRANCE
__ NSF - (JANUARY 1 - MARCH 311
k. �>XY^x'�,c >'>k?/f..,� / ( SILT— • I � EDWIN H. HURST y - -_- COMMON BERMUDAGRASS (UNHULLED)---20LBS. LBS./AC
SILT BASINS (APRIL i -JULY 31)
/ I STONE FENCE �''� AROUND ALL 223 HOGANS RD. " a COMMON BEflMuoncRAss (HULLED)------1z Les./AC
SWANSBORO. NC. 28584
� CONSTRUCTION - DROP INLETS:;
McK INLEY.
ENTRANCE - �'�, - • _ HYBRID BERMU040RASS SPRINGS MAYBE USED.
TYPE. BM
a'rp,lr. � � - __ s - ) _ N _ MANHOLE
W -� FRAME & GRATE
Iaa. ,\ - T-- • INSTALL ACF OR APPROVED
90 SILT STONE �' �� SILTSACK SEDIMENT
FENCE "' �_�. \ _ TRAP EQUAL
'...,, CONSTRUCTION i '
ELEVATED _.. - ENTRANCE _ \
< WATER TOWER ` R\\J�
N/F ONSLOW
` I COUNTY / - �� �� ` 8" TH - - - - SILT TRAPS ALONG
BRICK W LL ALL DROP INLETS AND
3' -- 2ti _ 3 CATCH BASINS
C) ' ', ._\eau. • / _, _ i
PHASE 2 - _ -. �_.. VARIES - CONCRETE SLAB
PROPOSED PLANT EXPANSION _ h ����\ TIME SEQUENCE OF OPERATIONS:
It FF ELEV 17.00
+ �'4" AREA 1$7737 SF I �. CLEAR AND GRUB.
ONE OPERATIONS
z/ o a;�� i M, SILT --BASIN AND DROP INLET DETA I
CD% / ++ +++•. ' /Z. INSTALL STONE CONSTRUCTION ENTRANCE.
3. INSTALL SILT FENCE.
CONSTR iCTION METHODS VARY DEPENDING 4. CONSTRUCT DIKE WITH VEGETATED DISCHARGE SWALE.
ON CULVERT AND PIPE SIZE, ALL CONSTRUCTION 6. ROUG5. ECHANNEL. HGRADEMAIN PARKING LOT. STREETS. AND PHASE
LAWN AREA � I b° - SHALL BE TO NCDOT STANDARDS ONE BUILDING AND INSTALL STORM DRAIN DEVICES WITH
1 ++
j Q �� / b�.�I" I I - _ I VEGETATED DISCHARGE SWALE.
Q d; tq +,hZ i o^ 1 7. INSTALL OTHER UTILITIES,
SILT OJp P / \ •� _ ? / H,^a _ f 9. FINE GRADE AND PAVE STREETS, CONSTRUCT PHASE ONE BUILDING.
FENCE K f W P ++•�+ 9. SEED AND MULCH DISTURBED AREAS.
/ 4
� PHASE TWO OPERATIONS
N�RRI MFqpST A4Q EXISTING PLANT / F 41,1 / ' ^. f 1. CLEAR AND GRUB.
S - LL ----- 2. INSTALL STONE CONSTRUCTION ENTRANCE.
FF ELEV. 14.98CDq t• O _ _ f 3. INSTALL SILT FENCE.
/ ER I 4• ROUGH GRADE PHASE 2 BUILDING PAD AND OFFICE ACCESS STREET.
++ 5. INSTALL STORM DRAIN DEVICES.
ry 7.K '� +++ PHASE 1D ;� fJ� -- I l : 1 6. INSTALL OTHER UTILITIES.
10 IN RIP RAP PROPOSED PLANT EXPANSION______//rAU i - - I
MEDIUM STONE C ! a , f 7. FINE GRADE STREETS. CONSTRUCT PHASE 2 BUILDING.
g7 Du. o.s' FF ELEV 14.98 044
/
AREA 5707 SF /t I .
i r++ STONE ,
+� +/ �' < ! CONSIRUCT I ON
ENTRANCE \ _
SILT BAS1 \
AROUND ALL
DROP INLETS
)
t
EX. ExNtEX
SS
20 Ta RIP RAP FMMED1111 9 '1 f
DIAI O.Si CLEAR AND GRUB \r1� }�
EXISTING
TLTA,NOTES:
404WEANNDSLIHE TO GRADING CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING ACTIVITIES
1 a '� 5.1 I TO ENSURE COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.
FENCE � V "
I
THE CONTRACTOR A ',' I C OR SHALL OBTAIN A COPY OF THE PERMIT ISSUED BY THE N.0 DIVISION OF LAND
A WITH WRITTEN NARRATIVE FROM THE OWNER OR ENGINEER AND BE THOROUGHLY
DIWITH THE REVE(RELENTS. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
DEVICES
AFTER RAIN EVENTS AND REMOVE ACCUMULATED SILT. REGRADE AND RESEED ERODED
AREAS.
EI HBORINGMAINTAIN RORIP D RAP SSOCIATE DISS THE PROJECT.
. AE TCLEAR ANY DEBRIS LEAVING THE SITE
,4 ON N IN ROADS ASSOCIATED A ED WITH TH ROJ C
5tioy'rv^; I �^ HjS O - MARTNA N/F 1 2) ALLEARTHDISTURDING ACTIVITIES SHALL BE SCHEDULED TO MINIMIZE THE AMOUNT OF
y % • N y ,S1 ea - ho' a - a 35 , AL E
r . -- --< .-� .-- e 9 ^ - a^^� a •a y is EVY CHASE AARWTS#,Y f DISTURBED AREA AT ONE TIME• THE MAXIMUM PERMISSIBLE SIMULTANEOUS LAND DISTURBANCE
" - a _-_ ya •�'. 6* a io'S°j eo• '�'L•e o•' "' 'A'; ,ti LLARYLAND 20B)5 f SHALL BE LIMITED TO 6.7 ACRES.
F,,0 ',S^1'. �a Fye ,q. 3) THE ONTRACTOR SHLL INSTAL' PERIMETER SILT FENCE AT LOCATIONS SHOWN WHEN
9 _ CONSTRUCTION ACTIVITIES BASINS
IN N THAT AREA. SILT TRAPS SHALL BE INSTALLED IN THE
F
Lyy - �, - -�-- - -�r--' -y --- - ---' --- -- ,- ,','ciry "'- f DROP INLETS AND CATCH BASINS IMMEDIATELY FOLLOWING CONSTRUCTION. SILT TRAPS
EXISTING SPOILS D f SHALL BE CLEANED AFTER EACH RAIN EVENT. ANY ACCUMLATED SILT IN THE STORM DRAIN
H T ' AND OUTLET CONTROL KE a SHALL BE REMOVED BY ANY MEANS NECESSARY AT NO ADDITIONAL EXPENSE TO THE OWNER.
o
\ DEVICE IN THIS AREA < FINAL ACCEPTANCE OF THE STORM DRAINAGE SYSTEM WILL ONLY BE MADE AFTER ALL
TO REMAIN R0�p�,�N�N/F PONDS, CULVERTS. CATCH BASINS AND DROP INLETS ARE TO FINAL GRADE, STABILIZED WITH
I ry VACKSONV'iiE!"rCHY� PONDFIRM
EXCAVATTIONS. SILT-IINI FROMNEW
VARIOUS SOURCESEXPERIENCE:
TTHE CONTRACTORTHAT
$HALLRANTIICIPATE
e
n, $$
285gp REGRADING AND EXCAVATING THE PONDS NEAR THE LADDER STAGES OF CONSTRUCTION.
° ° ° \ •; i '"� iI W 4) ANY AREA LARGER THAN 0.5 ACRES SHALL BE SEEDED FOLLOWING ANY PHASE OF CONSTRUCTION
UNLESS THE NEXT PHASE IS TO BE INITIATED IN LESS THAN 15 DAYS.
— p�}'^T /f
a ti' n e "., H�sTR,W STEEL OR WOOD POST SPACED 6' O.C.
EXISTING TOP OF BULKHEAD o h ;V „Q e ro + I NIIpERT, NAiCS
/ - H EL 7.76
---WIRE FABRIC
-
,PROPOSED TRAVEL LIFT
EXXON GTFIOIS OR
EQUAL SECURED TO
WIRE
FILL WITH EARTH
SITE DATA
COASTAL MARSHJ ;,: .. ' . -- '___. - --
- TOTAL TRACT AREA = 42.05 ACRES
PREVIOUSLY PFRMITTED= 0.24 ACRES
WETLANDS FILL AREA
LIMITS OF GRAPHICAL-]' ��-� ..
REPRESENTATION ( NOT
SURVEYED) -_, 4 PROPOSED WETLANDS = 0.29 ACRES
SU1 FILL AREA
TOTAL WETLANDS FILL = 0.53 ACRES
TOTAL PARKING = 410 SPACES
SCALE: 1 "=100
SHEET # 3 OF 3
PROJECT #:PM920 v
DESIGN FILE #:92 /R V ITE.DGN '
REVISIONS
No. I BY DATE I DESCRIPTION
l MM 10/7/98 MODIFIED ROAD & GRADES
2 1 KG I1/3/98 STORM REV.
EROSION CONTROL PLAN
TIARA YACHTS
SWANSBORO TOWNSHIP, ONSLOW COUNTY,
CLIENT: TIARA YACHTS
A DIVISION OF S2 YACHTS, INC.
ADDRESS: 725 EAST 40 TH STREET
HOLLAND, MICHIGAN 49423-5392
PHONE: [phone]
/ STROUD ENGINEERING, P.A.
7/7 151A HIGHWAY 24
\% MOREHEAD CITY, N.C. 28557
(25F 479
ft&Ac �!►' jib
LDD. CULL PHER P.E.
TH CAROLiNA
71 DESIGNED:
RDC
DRAWN:
HLUKLU:
RDC
PPROVED:
RDC
ATE:
8/11/98
CALE:
1 "=100'

►l
24 LF - 48"RCP
WITH 48" FES
N67058'58"E� -
20.00
N63°34'23"W SDMH 3
20.00 RIM 14.00
INV. 8.0
N-15663.43
E 21119.13
s
N; STORAGE ELEVATION 10.0
AREA AT ELEV. 8.0 = 23173.0 SF I I
°N63°34`23'+W
AREA AT ELEV. 10.0 = 29023.0 SF �I' 20. 00
STORAGE VOLUMN = 53115.0 CF v rmj 78°80'22"W
1, 20,0 PERMANENT POOL
D
1i 1! 78°00'23"W s m ELEVATION 8.0'
20.00 -'
�' 21 84°�9'25"W
20.0 n
xD N
S84°29'26 E j
v 0 S67°58'S9"W
23.00 I n _. 'v 35.00
9
S53°06'37"E --
23.00
564°50'39°W
35.00
WET -DETENTION POND °° 's N64° 5Q' 39 °E
1 7 YN 25.00
h j1�
''Z 5; 25� 1 27"W N-15725.5
�9 1 S64°18'54"E
52°O1'32"W 25.00 25.00
. - �'''
O O
£ 252001 32 W c
2� S41°29'17"W i
.,ems p 25.00
2� Q'
q' -564° 18' S4 "E
'\ 25.00
4" PVC FORCEMA IN 548°34'04"E
TO INFILTRATION BASIN -\ °p 25.00
N48°30'43"
24.82
36" FIBERGLASS BASIN
OVERFLOW DEVICE
STORMWATER PUMP STATION 3" ORIFICE --
TO PUMP
20LF - 48"RCP
48" FES
WET DETENTION POND
TYP. CROSS SECTION
1 " = 40'
N05°47'53"E
13.00 -� 1
�3:1 SIDE SLOPES. TYF.
S69°20'39"W
13.00 -,
BOTTOM ELEV BURIED DISTRIBUTION MANIFOLD
. I 18.00 MSL
I
520°39'22"E - I j E 72.79
36.46 5 ary N84°45'14"W LOCATION OF 11, Z" TURN UPS
, /.APPROX.
(NOT DRAWN TO SCALE)
�4
A11I
1 -- l Zo
I �
4" PVC FORCEMAIN I
9^6>
�
jf
ELEV.
22.0
rOP OF BANK
\,o
yam;
q
I
�
6
�U'�•
To
Y
�63° 60
�'9
-_
s>
-
to
N
-14893.90
IN
�'-
E
21578.68
10-
4" CAP
jw
Iv'
AREA AT ELEV. 18.00
= 11400.0 SF
2
r^
AREA AT ELEV. 22,00
= 20235.0 SF
STORAGE VOLUMN
= 63270.0 CF
-`gym
^
j-
N63°49'S9"E
13.00
o
I�
V
�
'p0
4
a
I
t
_
;L60.00
563°5^
1 3. 00
�\
-526' 1 1 ' 02 "E
oiL
r
q9
00
1
6g°
N
I
�
I
N 6 3 48'59"E
I
S26'1'
02'
16.13
I
I
"3.c0
INFILTRATION BASIN
PLAN VIEW
SCALE: 1" = 40'
SHEET •4 OF 5
PROJECT PM920 I
t
T.....,.w•a,rty ..na.-.,..m*:. °. -.:�,;.:...nsc. a�. sa+v+�:..wm•a+vrx•-,: ,.-ax:. ,.. _. r .,._ _ .. ,.
FORESAY AND SEDIMENT
TRAP TO BE CLEANED OUT
TO PERMANENT GRADE, AT -
COMPLETION OF CONSTRUCTI
6:
1
v
PLANT NATIVE SATTAILS AND OTHER
AQUATIC VEGETATION AROUND PERIMETER
AND AT THIS EERM LOCATION.
STORAGE POOL ELEV. 10.0
R A E V.
PERMANENT POOL ELEV
WET DETENTION POND
TYP. CROSS SECTION
N.T.S.
WIDTH OF SHEET FLOW
:A �6r1
'
8' FES WIDTH
10:1
MI
VEGETATED
I
SWALE
SECTION
B-B
N.T.S.
EL 22.00
11,2" GALV. PIPE
13b"
NO. 57 STONE
BURIAL
DEPTH
PLACED AROUND
PIPE
4" PVC FORCEMAIN
4" X 3" REDUCER �� EL 18.00
.1' BURIAL DEPTH
4" PVC DISTRIBUTION MANIF
1.5'
T
1
1
1
1
\
1
1
1
1
\
\
1
1
1
1
1
1
1
1
1
\
1
7
I
I
I
I
I
I
I
I
I
1.
1 CONCRETE 1
1
1
e
1
i
I
I
I
I
I
I
I
I
I
3" PVC DRIFACEISLOPED -
TO 12" BELOW POMANENT
POOL
1
I
I
I
I
1
I
I
I
(DISTANCE BETWEEN STRUCTURES N.T.S)
9 10 11 12 12 11 10 9
I I I I I I
I I I I I I 1 I
I I I I I I I I
I I I I I I 1 I
I I I I I I I I
I 1 1 I I I I
ii 36"IFIBERGLAS BASIN
t- I II STOPMWATER PU�ETAIL
P 1
I I 1 II STATION, SEE
SHEET 5 OF 5 1 1
I I I 1 I I I I
I I I I kI ! I I
I 4" S H 40 I i
PCVORCE MAIN) fCNTROL�PANEL
I I I I I I 1 i
I I 1 I I I 1 I
I I I I I I 1 I
I I I I I I I I
I I 1 I 1 I I I
I I I I I I ! I
I I I I I I I 1
I I I I I I i I
OVERFLOW DEVICE AND PUMP BASIN
PLAN VIEW
SCALE: 1" = 4'
TRASH SCREEN
REMOVABLE ALUM. GRATING-----
\
MCNICHOLS GAL- IOOA OR
EQUIVALENT WITH 1" X 1i&' BRG.
BAR. STANDARD MESH 4" X 13,Ib' TOP ELEV. 1'-50
4 -
p
11_.___. _-__ _-__._ -_-__ _ -_ -- <___-___ ___-- __-_____
OVERFLOW ELEV. 10.0 _ _
iC-DE-----SIGN POOL - 3' PVC ORIFICE - -- - - ---------- ---- ,--,
9____ ___ (i0 PUMP STATION) __ _____ - �INV.ELE `✓. 8.0
-12" SUBMERGENCE _--
-_ PERMANENT POOL - -
7 ------- - =--- - .--_ BOTTOM L,_EV'. 6.50 ----
5' -0"
STAKE INTO SIDE SLOPE
WITH GALVANIZED ROD
�4" X 11'2" TEE
INFILTRATION BASIN DISTRIBUTION SYSTEM
TYP. CROSS SECTION
SCALE: 1" = 4'
20LF 48" RCP
OVERFLOW DEVICE
ELEVATION VIEW
SCALE: I" = 4'
t'
931�z'
38' X 2LAG BOLTS A 6' O.C.
WEIR PLATE DIFFUSER
SECTION A4-A4
N.T.S.
Y�
s
1
...,.... _ ..: we. • y,. ,,., >. .� .o- .�..�.v-�.�.s.v.v.•..:... ..... _...-�, 3 „ a^z,.::. . Ks ,...,»,,
r _.w w.=r,w ......;..
48' FES
A
RIP RAP OUTLET PROTECTION
d50= 0.5'
5' MIN. LENGTH
WEIR PLATE
(SEE DETAIL)
WEIR PLATE (SEE DETAIL)
RIP RAP OUTLET PROTECTION
d50=0.5'
FH ICKNESS=0.75'
TO VEGETATED SWALE
(SEE DETAIL)
S
4
a
t
REVISIONS
Y
No. 9/ DATE DESCRIPTION
l KG h15198 STORM REV.
a
,r,ETAIL SHEET
TIARA YACHTS
SWANSBORO TOWNSHIP, ONSLOW CO11NT`!, NORTH CAROLINA
CLIENT: TIARA YACHTS DESIGNED:
ADIVISION OF S2 'YACHTS, INC. RD'
ADDRESS:
725 EAST 40 TH STREET DRAWN
HOLLAND, MICHIGAN 49423-5392 RDC
PHONE ( 616 )392-7163 CHECKED g
RG'C
/ STROUD ENGINEERING, P.A. APPROVED
F 151A HIGHWAY 24 RD
MOREHEAD CITY, N.C. 28557 DATE
( 47-7479 8/11;t
SCALE
ONALD CULLIP ER P. AS Nu

1
MYERS 36" DIA. SIMPLEX FIBERGLASS ---
LIFT STATION W/ LIFT -OUT RAIL SYSTEM
STAINLESS STEEL----\
FLOAT BRACKET
TOP OF STATION
ELEV. 12.0
BOLTED AND—
GASKETED TOP
MERCURY FLOAT -
SWITCHES
ACTIVATE 24HR. DELAY-
3" SCH 80 PVC TO ELEV. 7.0
INVERT ELEV. 8.
MYERS MODEL 3WHV
SIMPLEX 2 HP PUMP WITH
6.50" IMPELLAR
120 GPM @ 35' TDH (230 V.
1 PH. CONFIRM WITH
BUILDING CONTRACTOR)
T # 5 OF 5
ECT #:PM920
I
3' -3'
DEWEY BROS.
CH-BN-2
FRAME GRATE
8" THICK
BRICK WALL 24" MAX
3 . � RCP
, 3
c y
CONCRETE SLAB
3' -1 0 "
DROP INLET DETAIL
N.T.S.
LOCKABLE CONTROL PANEL IN NEMA 4X ENCLOSURE. OR USE PRECAST INLET BOX IN ACCORDANCE. PANEL SHALL BE EQUIPPED WITH NCDOT STANDARDS
WITH HANDS -OFF -AUTO
FEATURE. AUTO FEATURE
SHALL CONTAIN A 24 HR. NOTE:
DELAY TIMER PRIOR TO ALL ELECTRICAL WORK SHALL BE IN
INITALIZING PUMP. ONCE n ACCORDANCE W/ NEC LATEST EDITION.
PUMP HAS REACHED THE POWER SUPPLY TO PANEL SHALL BE BY
PUMP OFF LEVEL, THE 24 GENERAL CONTRACTOR.
HOUR FEATURE SHALL
BE RESET
2" PVC VENT 1 11 1
ELECTRICAL
CONDUIT--
3" GATE VALVE
rr
w
0
SEAL CONDUIT,
TYP. EACH END
PROVIDE WATER z
TIGHT GASKET FOR
CONDUIT PENETRATION'!-
rn
F;
PUMP OFF
6 X 6 POST
4" SCH-40
PVC FORCE
MAIN
3 X 4 REDUCER
3" CHECK VALVE
3" SCH 80 PVC
LIFT OUT
GUIDERAIL SYSTEM
STORMWAT�'R PUMP STATION
ELEVATION VIEW
SCALE: 1" = 10'
i
VARIES
f-- 6" CABC
i' o"
STORMWATER PUMP S
1 1, 2 BCSC, TYP I-2 PLAN VIEW
--I-- SCALE, I" = 1'
TYP. PAVEMENT SECTION
SCALE: 1" = 2'
FINISHED GRADE
'
11
24„
ECCENTRIC CONE
SECTION
"0" RING GASKET
ALL JOINTS
GROUT INSIDE &
OUTSIDE OF JOINT
USING NON SHRINK
GROUT
0 -- 16' ASTM C -478
TYPICAL MANHOLE
STEPS @ 16" O.C.
4' (MAX. DIA. PIPE = 361)
5' (MAX. DIA. PIPE = 55')
1' MIN. CRUSHED
AGG. BASE
100% CCMPACTION
M H RING & COVER
TOP OF PAVEMENT
t
Z
a;
J'
w' NOTES:
w,
w'
n 1.) THE DISTANCE FROM THE
TOP OF M.H. RING AND
o' COVER AND FINISHED
o' GRADE MAY VARY WIDELY,
SEE PLAN.
Q, 2.) SLOPE INVERTS AT SEWER
V) LINE GRADE.
w'
a
UNDISTURBED GROUND
TYP. PRECAST MANHOLE
FOR MHNHOLES 12' OR LESS IN DEPTH
(N.T.S.)
4" SCH-40 PVC
FORCE MAIN TO
INFILTRATION BASIN
REVISIONS:
No. I BY I DATE DESCRIPTION
DETAIL SHEET
TAT I ON TIARA YACHTS
SWANSBORO TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
CLIENT: TIARA YACHTS DESIGNED:
A DIVISION OF S2 YACHTS, INC. RDC
ADDRESS: 725 EAST 40 TH STREET
DRAWN:
" HOLLAND, MICHIGAN 49423-5392 RDC
1 CHECKED:
PHONE: [phone] RDC
� A STROUD ENGINEERING, P.A. APPROVED:
%p°J 151A HIGHWAY 24 RDC
MOREHEAD CITY, N.C.228557 DATE:
.. (25A4-,243-7479 (mo-QCo 1 `�9I2q 8/1 1 /98
SCALE:
O ALD A CULLIP ER P.E. AS NOTED

0
24 LF. -
48"RCP------
WITH 48” FES
N67°58'58"E
20.00
N63034'
23 "W
3f.1 3
20.00
R 14.00
J;-
I 8.0
•�
N 43
NN
-STORAGE ELEVATION 1.0.0
AREA AT ELEv. 5.0 = 23173.0
SF
1 63'30 -�
23"W
AREA AT ELB. 10.0 = 29023.0
SF
t 20.004
STORAGE VOLUMN = 53115.0
CF
78•QO'22"W
20.OV n�
—PERMANENT
POOL
NN78°00'23"W sm�
�'•.\? ELEVATION
8.0'
0.00
1 2S W
2040g9
�
1
S84'29'26"E
v
23.00
S67°58'59"W
a ,
�35.00
S53.06'37"E.
23.00
g
35.00
WET -DETENTION POND
;
is400 394E
,.y6•11
50°17'27"W
\,:;.
N -15725.5
25.00
' s
52.01'32"W
S64.18'54"E
\
'
c 25.00
>
25. 0
t'22.52"W
i 25.0
0 0'
r-251009 17 W
A,
1
46 54'E
0001 2500
.-
11
—4 imp
- 3 ,. c tag = i.•E y� t ''`l ° K :.`air" _ as5i
Y.. S 1% �r
• Y
___ -,_. _:_-..__,..:_. .. �...: _ _ _—.._.__ _.__"'_ __.__-_ ______'_" __.___ _._.�..._.. _. _. ,___._��-. .. _ ._.�._.._. _...._._ ___. _ ___ ._ .. _..... N.. ,. �.. .r.-.vim....._•..,. ��, a...e.........�_........��-._.� �__._`_ - __

/
^
/{
r
_44>
PREVIOUSLY
PERMITTED
\
5209.71 SF
ml
/•
AOs„A \'\
�i��'
INFILTRATION vary
\.
0I
uf1
�• ,
i. fib'
1197 SF
� \� I
.r/e
PROP
a
ss�►\_�/\ '�, 3si,�'\
FILLDAREA
336665SF
iu,,�4,
``\^
/•�
IlAj
PREVIOWSLY
/• �I .l
!w
N� D8 _ p SL �.\ \
`�, \
PITTED
F FILL AREA
I
/• i w'
I99.
• f�
o is \' I
\ �\
.
/
��y
---- --���
` • ---
ELEVATEDI
WATER TOWER
-__------ - ��
`ti N/F ONSLOW
/
\,
o�
/ O COUNTY
02•
rn /
LOAD COCK c~ /
,o
if {
{
/
llf/
/ v 14 '
PHASE 2
_
/ c a 1
w�..
PROPOSED PLANT EXPANSION
o,
�?
FF ELEV 17.00
AREA 187737 SF
471
NEW
yI
VERIFICATION NFIELDION
BY JEFF RICHTER ON 12/Y/95
ti
�`�,
Co
LAWN AREA
WETLANDS IN THIS AREAONLY WE DSTURBED
INSTALLLATIION ILLIITIIES. AND
SHALL BE SWMT BACK TO NATURAL
W/F L HUgRST
W". 409
EXISTING PLANT
FF ELEV. 14.98
Y
MET DETER710H POND
PHASE 1C
PROPOSED PLANT EXPANSI
FF ELEV 14.98
AREA 5T07 SF
EDWINNH. HURST
\_ 223 HOGANS RD.
\ SWANSBORO. NC. 28584
:A
,F
- y
. ' I
/
y�• i � �I.`N'
� i 1
r
� i I
-0" 611 10'-0" 10'-0", 4' 10'
n "
8" CABC_____� I 2" BCSC
TYPE I-2
TYPICAL STREET SECTION
_ RELOCATED HOGANS LOAD
IN.T.S1
W JW W y W W W W \
_
Ilk- r
i
•,� .Y J• W
W
W W W
y
u J
I
~ r r �
�
�y ��Wi-r
Wi--�
•'- 1
r
;
n:
RESERVE
PARKING
GO
♦♦♦♦♦♦♦♦♦O,t
♦:0♦♦♦♦O♦♦O♦♦♦♦♦♦O♦♦APPROVED FOR USE UNDER
♦♦♦♦♦a♦♦♦♦♦♦�.
�♦�♦♦♦♦♦♦�♦♦♦♦., aGENERAL STATUTE 20.37.6
COLORS
'ww♦i�i�i♦i�i�♦i♦i♦i�i♦i♦O� ; �,
LEGEND &BORDER -GREEN
WHITE SYMBLO ON BLACK BACKGROUND
♦♦♦♦♦♦O♦♦♦ ♦♦.
+♦♦♦♦♦♦♦� ♦i+
404 WETLANDS N xiF
r r y v y w w o e LINE " I
��-v.r w� .-� �.r� .-ate rwr .m--� .--a. w-� .-w r.r� .w• .-Ir ,m-�-e r.r-..r rrr .m--' •--a. .� --�' r o 0 0 .'� APPROX. _ �pfas.o
w .� J' w W W y y W W W Ji .L Y ✓ Y .L Y y y y W J• see•29.1� o ° o ° ^ „ COASTAL
LINE I -
,� r ,� r .� r r r .-� r r .-� � r--� .--� r .-� r ,-' .� r r ,� ,� r ,-• r r ,-• ,--� r r r ,� .� ♦�' \" �r�
pw r-w,--. Nam. ��.' �� k-+ .-�• ��w.� ,u�. ,-+e' r �'.-. '✓ ��Wr .�k. �-^t' .-� �• �w .-' d:� .�' .--y'.-. p�ry..� J.-. .�k' .-��'!-� .al.-' ��e' y'-� ° o o ff . I
i� � W ��- �. ' '�.r' �' �' � �' .vim � '�.i.r 5-' �'✓ �' .1-� � 'J.✓� � ri' r' � rv. '-` �' � �•.✓'�' � �, �• �. �'_S' '� o ° l- � ^ - ... J i
r�',--' r �" ,-. `rr r�'r r �' r r ,-� r�'r r �-=' ,� r .-� r w,� ,�'• ,�'r'r r ,�" ,� �.--• r ru',� ,-�' �-x' .�': M1�, W '°, 'i ^ "-Zv=` I xR7�^y�xgiv�Fa
EXISTING TOP OF
,t.�, v-' •-d v- --<L -' a,� r-7 r,V-' •w' SyEL 7.75r w-' �6 •-' w� r-c' ��^-� nv-' �'ry ,�' rw' w� ,m' �.v w-' '-d .vim wy. BULKHEAD
PROPOSED TRAVEL LIFT
J'_ �J' r•�� .w-� �L r >4--' .�V ,--� Jr� l-'1'� .-N.r rL--' '"'I' 'J Y---.�W .-„L.� rJ� ,�6 r %'� ,-•Y r,✓.-� .•L� ,-N•.-� Nam-' ,mob .-i ,V-.-wrV' ti .ems ^. " a
.�� �i. '-'.i.' � •�.i. 47-
rrr.-err.��r,--r,-�,-rrrrr,-�r.-r,-l�.�rrr--r�.-�.-��rr.-�, :o •^,
-�.. _� �. ��, r.�,,_. ,�. � ��, � .� wr ,� ���� yam. J' .� ,y=- .�. ��wr�' . ��' �- �� .� �,� �• ��� �--, �� .� Wr �• - ` • �
-J, r
W
W W W W
W W W W W W Y
W
CURVE DATA:
INDEX TO DRAWINGS
SH 1 COVER SHEET/SITE PLAN
SH 2 GENERAL GRADING/DRAINAGE 8 STORMWATER MANAGEMENT PLAN
SH 3 EROSION & SEDIMENTATION CONTROL PLAN
SH 4 STORMWATER MANAGEMENT DETAILS
CHORD
DIRECTION
= S86-17-39W
CHORD
DIRECTION = S49-44-23r--,Z
- r
RADIUS
= 44.00
= 82.16
RADIUS
= 94.00
©
i-
LENGTH
LENGTH
= 34.17
7-�rr
CHORD
=70.73
CHORD
=33.98
- J( ,mow ,--emus
w-� ,ter ,-� vF-' ,mow -�✓,-�
x'-�-w r lil _4p
\V.
__w
CHORD
DIRECTION
=N54-41-24E
CHORD
DIRECTION=S33-24-59E
= S58-15-58E
RADIUS
�
=110.00
RADIUS
= 94.00
CHORD
DIRECTION
= 310.00
LENGTH
=33.84
LENGTH
=21.07
RADIUS
CHORD
= 33. 68
CHORD
=19. 48
LENGTH
= 329.744768
CHORD
CHORD
DIRECTION
=
CHORD
DIRECTION = S41-50-28E
J r
RADIUS
= DOES NOT
RADIUS
=106.00
CHORD
DIRECTION
= S58-15-52E�
COASTAL MARSH
Zr���
_� may_
r r
w Syr y y
�� 14m
3
_EXIST
0
RADIUS
LENGTH
13
= 310.00
=346.69
CHORD
CHORDLENGTH
=56.84
CHORD
= 329.75
CHORD
DIRECTION
=N60-23-18E
CHORD
DIRECTION=N18-57-43E
CHORD
DIRECTION
=514-48-50W
LIMITS OF GRAPHICAL
_-� r
y� r ry y r r
r y r r
r
RADIUS
=73.00
RADIUS
LENGTH
=32.00
�
RADIUS
=235.00
REPRESENTATION ( NOT.
SURVEYED)
r r
r r r
r
r
J
LENGTH
=39.22
=50.27
LENGTH
14
= 335.89
r
r r
CHORD
=38.22
CHORD
= 45.25
CHORD
= 308.02
rrr
-
CHORD
DIRECTION
= 582-12-40E
CHORD
DIRECTION = 571-05-55E
CHORD
DIRECTION
= 541-47-05W
r 41
- _ y y y
y
W W
W
RADIUS
=73.00
RADIUS
LENGTH
=17.00
0
RADIUS
15
=.
LENGTH
=56.08
=26.69
LENGTH
=11414.6565
CHORD
=54.71
CHORD
=24.03
CHORD
=113.51
00 50 O
100
200
CHORD
DIRECTION=N13-15-21W
CHORD
DIRECTION
=S22-05-47-W
14__ --v
RADIUS
= 50.00
11
RADIUS
=75.00
LENGTH
CHORD
= 22.44
=22.26
LENGTH
©
=58.10
SCALE: 1
"=100'
CHORD
=56.06
#jOF 5
CT #:PM920
N FILE #:92
SITE DATA
TOTAL TRACT AREA = 42.05 ACRES
PREVIOUSLY PERMITTED = 0.24 ACRES
WETLANDS FILL AREA
PROPOSED WETLANDS = 0.18 ACRES
FILL AREA
TOTAL WETLANDS FILL = 0.42 ACRES
TOTAL PARKING = 389 SPACES
0@yq Ati S@9&P;;BIt R
a> t� c
m� SEAL x
e6 13343 p�
110112I7
VICINITY MAP
It
MUYXONVM
PENALOTT
too
APPROVED FOR USE UNDER
GENERAL STATUTE 20.37.6
COLORS
LEGEND d BORDER - GREEN
BACKGROUND - WHITE
DI
DROP INLET
EX
EXISTING
FE
FINISHED ELEVATION
FF
FINISHED FLOOR
INV
INVERT
LF
LINEAR FEET
MH
MANHOLE
N/F
NOW OR FORMERLY
SDMH
STORM DRAIN MANHOLE
SF
SQUARE FEET
TSW
TOP OF SIDEWALK
... 10.0.....
EXISTING ELEVATION
-10.0-
PROPOSED ELEVATION
------
RIGHT-OF-WAY LINE
PROPERTY LINE
��Jf✓
COASTAL MARSH
WETLANDS
PROPOSED
LIM FILLED WETLANDS
REVISIONS
NO. BY DATE DESCRJPTJON
! Lax W7190 maw:1E0 am A eRADE
2 As n/3/98 S7nRM REV.
Q II 3 YN 1212198 UPDATE WElLWQS
4 ROC 3/3/99 REVISED WErL VDS FILL
SITE PLAN
TIARA YACHTS
SWANSBORO TOWNSHIP. ONSLOW COUNTY, NORTH CAROLINA
CLIENT: TIARA YACHTS DESIGNED:
A DIVISION OF S2 YACHTS, INC. RDC
ADDRESS: 725 EAST 40 TH STREET DRAWN:
HOLLAND, MICHIGAN 49423-5392 RDC
CHECKED:
PHONE: [phone] RDC
AA STROUD ENGINEERIN0,-P:A.. APPROVED:
151A HIGHWAY 24 --- _ RDC'
MOREHEAD CITY, N.C. 28557 DATE:
(252 7479� �1 8/11/98
(al ' )) (�� SCALE:

t'•
as
-q0 -•
-
FINAL ELEVATION AT INTERSECTION M
---_---••--
_
DETERMINED FOLLQW N
-
~ \ _ 64LL jMI5C2 NID/L'OCAft
�:"'
•
�
i{j:T
1 aa'
aD
..•
RATION6A5IN
SII EE'SNEET.O 5
OF
:Ca,
16
1_
c
o�
Q
1, O
4 t;
C OJT
a�
BE 02 Q
CTION � �p
ci /
4
ct
/ -
'T VO
�3
LM c
2 A
Q
-
EDYIINNHF HURST _
_ '•
SWANSBOROGNC- RD.28584
a �:a •NFE r r50 I � •f ! ;.. ��\,.
E Z IGT3
4-,PVC F"CE MAIN A x • ATE 1 8 -. -'7is `:•: ' - v''` _, J �.� � may' .' -� W,-/ yam, i-J
a a H • it 03 _.. _. _ 91 AR'
/ AC'6.r0 o :• o.... _.. E16.50 CRATE1Q OD T.0 ------
'8. ! / :'"pE .. .INV 14.G :�iy �,` _ .w �:a-rV'�-� r Y'-J 7✓-� ,-�1" r-'6 ,tee
n
' �. 125. '! - � `;':.; •. ��'. '•` y.� 4T-' �' �/ /-d �di �'y, �--' y,�, ,}-� ,w-'
as i'/ 1�'90 --• - f +
i
a �.
.XF .Sb. + F=16
' r
0•
_
Ayd9 t5.71L:' - '.Yi.B . b '. •\ �� �' �� ,-, � �J �� .-'
WATER TOWER - •• •, try orts 12t� - .E'16AOF
ONSb-OW x �{tY'T ? .1 .' _ ,� - ,g1
i
z
---------- N/F'. / 16.o rsw o
,Q T
C UN Y FE 17. 4 1 9 a• -•• t8 € 5.8 FE=16.0 `\ �P•a v v d• y' w y w gg i
00.-�-•�...,.�.. - '. � 1 •.� ^o .. .... 6M90 O- AIMING By OmRs ....-__8 Sw.,r9 ,••• E 6. .\ `\ �-"vim-\ '� �-� r�
2 / l :,`• 73• CRATE 15.4
•, INV 1..D0 / - -
a _
lll-- EA STDE-Oi_
INV t
O
WELL 1 -. FE ;14 '� � W
!.- ,DI n5
-- .16 •,
W Y6 "30 �tATE3t�p O
f
OZ . • f Q A 1 W 11 30
_ i
r'
w
V/ ' a
A_, N -15231.19
b]AN2 ` r " i �Jy. --'v'_-tea• 6J y v' maa W '
O' : : N .30 zps•tb -• 6 :-.} du7E 15 75- 16' . D 1 g V� - '� �J �J '-/ '-' r-' �"•'�... tt Y 1NY - ` EE14:50 ,
S ••Qu^ $.5' - - PHASE 2 ` Sk, FE414.
7/,.tea •� tr.•.-• -_--- PROPOSED PLANT EXPANSION •tea ' " '�+. [ �W r�� '� y r r y
FF ELEV ,1 Y. 00
_AREA 18T7, 7 SF
�, .�St r�gtytQ /41
! `ara: 1
'2 •+` / ''= tr OTE: ALL RDOF. UTTEIx Ik RS 10141-•:BE'
^, h 14.75 1 r _ D R 00 A1NAG ° f
_ e S pANNL T AgG OF RETAINING
WALL 8Y 07 �ICl1T AR2TS0 NEEaIWRQOf as F Dk E• • -sue ,� i ' .�° -1 r�-� , ....t -,w �-� d,�. .�.
...OtA•' NS HW T
4 a' R
1 / LD7 / � •
�ry : 4/� : / ` _ _ a - 5n , .-�J, �� ya-� .F�� ,b� ,-dam i--d•' .�( i--4 f
} d s` / � .LAWN AREA /''.0 a''�a ';�' '�; '-�' �-'�,. ��,},r,✓-' y"-� �r,-'
• A' '� rL 1 FE TIIQIL '.E614.15 % ',! 'm: ��a �'. ".' '•'!.`6 V, r-/y, �' -/ ,^-J, �Jl 1
t BUILDING
CRATE » ,r
tNv 10 56
• NrT�fo.9s i DOWNS OU a "
�.oQ / S 37700•SF.. j
4' PVC Fp10Ew1 FE hwT,9,k ,.5 `i?.r_;`.•,.r` 'DRAINS TO ORW
�a / •.� ,e . 1 ^ta
44 / EXISTING PLANT
NWaes ; / FF ELEV. 14.98 / '.�• _
HOMERT.N.C. 29539 ;;; a;�a FXI67I AN ASIyALg1}EC�OANIT�INOE TO`t.' :2, h3L, (.•'L--` '-'b-' �-`1'' '--`d'--'4'�Wes-' `V-' )Y-�
+ N. ; ..•.. Y .I��UAS$NMY 70 AYOIPY `� 7
PHASE 1C a 2t �, year ,dam �a -S• 1
PROPOSED PLANT EXPANSION }; f'i' ' cij is , _ fT' �•.. r u, a -' t-'.� 1
AREAFF L5707EV 4SF8 Y 's
SW' I
D,,°s..' .�m,
2! ie',4FE",4RCP:a C.3s
FE 8• .-� ,.�1" Jy. �J d, -, wl-. �'- , I
� � 11'11 8• 13•t� _ �`�` f `�\`` t M O .. :.! -. '. V'�-� •i�� �, r-'4-'' �: may^ ♦R,
RISIKj4.0 ��` / ay^ -W' --�P
�` / ry 1Y +t _. �P15' RDP a O.3W
NV a 48 '
`b ., '-_ 72, -.':f. - ``` rZ' •LFF 3/5'RCP N%15` `\ J J �,1 �� M1b9M1 1
D ♦ UET.�'EppT�EAN}TI .. ti' �=oAO: YS _ p[7,' �ATION.W/ ,\ - �� ' •.'' f
' b�'-�' •ESE SlIEETJ OF 3 0
3l •, .y
y �_., •'tA1}FICE ... "'---`�-1 _ ..... _ o _ ,,'7SXt^ k0 - 1
INAT9 12.1
'L. �. '1!d'PUM • FI�p(A$$ BASIN lSTllkt' -. " _ _ _ ."}. ' ' FE 12.50 ♦'- _ ..i _ .t, - .V A 1' y, J /
W w YER, P(AY STAT}pl • • _, �,,, 7
iINw'°. a t
- gym \ J'
tlp11}0{ P. RAP ......
\,, KNaN,4" �,,••
7
- 1 oUTL��EC75rW '�. ...•__-• [q 13_,- m••- - (
VICE 11' '___•..--, �^:' ' _
91
_ \•
r•
J
•
�y 4
J
R e 4', I
7
/ r r r ' •t' ♦ __ ^r .-`�t _ '}'U7 �EppcE �yD�l1� J T 1
V.. i V• •L y 0. '•_••'- •• - 1, ' u4kT LINITEO TA%9 Sr -•.4 .WF
�.CNEYY "°1 P' LEY
15
7� �-' I. CHASE .;,y ;l6 Zoe
. - _ p.-•-- ;'DRJRGE SOIL DIKE L jA76ED •THIS
L ,-.' ,-_.. r �"' f.-, .� y a• ^ - �... y }ApqppppE�NN•• AREA IN ACCORDANCE WITH GIZAL " f
BULKHEAD- _ CANA DR'PERNIT. EE OS -
/--'CDNTR LAN. ANES ED
/,9 r. ., d, J ,�L_. : -A "1° �--` �.. �� .� ,�1 ,_, }`-. may' i_ �' 1: w. ,.Y\, \.' �•. > �� p �,�pp
gSgEETTDING ENTILI,KK � SpE ,ND 1,
�_� �h� y.. `t \ '.`• o T/ARADY�A HTS SHEET 3A0F� 5 DICTION,
d - , 1 :,- 1, 0 �g RE
L� -, �._.. r-' •--- , - �� •-' �J '--.� �_.. _. �.� �� ..._. --- �� •-- �'��: ENG/NEER�NGPP�. A. .a CSLEI
Xt Y
- � gp
.......... ry LE p, c- RD.
p_, , , _.... , ,. _.., ,_ .._. .. ,.. .- _, 7k:. -• �%_ 0 0 0 alv- 6' � 29510
.rf^ 8Y "STROUD
' �„ _, ,._.: � _, ,-_. ,...., ,.-_. _: , ,-__' .._-.. "Vy'♦ .L o _.F ,'�;��Sd�,� ,� ROADWAY EXTENSION
• , ;' : _1 ._..✓r L : ._.y 1: ,b: -. i, ,5. ;... 5, ..., f max. r. -. .i,, y.' �.t �� ..�.'
PERRY N/Fm.,�
/ , , , , , - , i. .;. :. 1• y. 1. y .L y^. 0 y> � ,4 �X'. 3"^^nuY
LIHEAD 9
ry a aryv tlERiNC N'
PROPOSED TRAVEL LIFT t' "'b^ i = n A •�
APPR ELEV. 9.26
a a
b sh
A
/ --K" , Y - _� ir- -b- _..I _ i-, , y, , - dr � -v-' ,- Y, _ y. r-y, ,. y - :-5- d.� - k_. � -✓ , s--- v. _. t•- ,y, , 1" _ •e- --'1-• '_ -4-' --w 1- ry � � fl
` : ,.. d" __, � � � .y �_, � -' )---' '` �� y;--' •�'" �}''� ice-' L'-� � V�J -- ."i
� ws .•io
y. .
+v�y y- d_ , J• v _V. v 4" 4• J' `I' J� J: 3' W 'v - y' - q• J- .L' J:
-� v d• v 3, .4 .� L W +4 d, d. d• •V .Y 3+ S- .y W L -L Y ��
f
-ate •--4 -. V> V' ,...- V ,.may., , V. -_.-. ,� ,_.4: ... V,..-. ,.y-' ,-- ,V.: ___ N.; ... � , ,. _.. �.. d' "-'V.---_' .d..., ,_ Q,.-.._, ,3,_� �- ..�, �-'J,
,
a
�`, .-�, _ �v' may' �, �_._ ,.y: .-,V� -s-, �- �-- ��' �-' -
-
a
y;
COASTAL MARSH4.
-,ti y , •Y--' dr r.}, (, y .W ^.-y id•--' '-W -"lam-' -Yr-• �--V. W-' v M, �•1' .F- ,--v. „y, ,•y.-.
'y' Y' J'-1' b d v W y W 1 y '1 L •Yv . -y b'
ry'� �+',-' Y-_, ,-_w:, ,..mod;--' '-�`=' �'�'•� �=-' •-'�' �:--, ' �'d:,- ''I"' y=-- ,�yr r'
LIMITS OF GRAPHICAL--L '`
REPRESENTATION i NOT
SURVEYED) -`i`, y ;�
as
100 50 0 100 200
♦L a
SCALE: 1 "=1 00 /
T #-� OF 5
ECT #:PM920
SITE DATA
TOTAL TRACT AREA =
42.05 ACRES
PREVIOUSLY PERMITTED=
0.24
ACRES
WETLANDS FILL AREA
PROPOSED WETLANDS =
0.29
ACRES
FILL AREA
TOTAL WETLANDS FILL =
0.53
ACRES
TOTAL PARKING =
410
SPACES
LOW DENSITY CRITERIA:
TRACT AREA WITHIN 575' AEC
15.25 ACRREES
25% ALLOWABLE IMPERVIOUS
3.81 ACRES
ACTUAL IMPERVIOUS AREA IN 575' AEC:
PHASE II BLDG., ROADS. PARKING
152696 SF
EXTENDED ROAD TO SOUTH LINE
3600 F S
EXISTING OFFICE BUILDING
6329 SF
FUTURE TERRACE AND SIDEWALK
IMPERVIOUS DRAINAGE TO 575' AEC:
EXISTING OFFICE BUIL ING
6329 SF
FUTURE TERRACE AND S DEWALK
339 SF
PARKING LOT. DRIVES. ROADS
117418 SFF
BUILDING
327�
EXTEND ROAD TO SOUTH
TOTAL
� 24 6 1[
REVISIONS:
Na ayl DESCA
1 MN f017/86 MODIFIED RO
2 KG ff/3/98 I srotw REV.
GRADING , DRAINAGE AND STORMWATER MANAGEMENT
TIARA YACHTS
SWANSBORO TOWNSHIP, ONSLOW COUNTY, NORTH CAROLtt
CLIENT: TIARA YACHTS DESIGNS[
A DIVISION OF S2 YACHTS, INC.
DRAWN:
ADDRESS: 725 EAST 40 TH STREET
HOLLAND. MICHIGAN 49423-5392
CHECKED:
PHONE: [phone]
STROUD ENGINEERING, P.A. APPROVE[
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557 DATE:
(252 7-7479
C(-rA 79 �� a1►1�9� SCALE:
���ppplll��j�TALD D. CULL PHER P. .

--------------
LTRATION BASIN
MJ /
ka
X '\x / / STONE
_
�\ / CONSTRUCTION
° / ENTRANCE
/
/� to ELEVATED
=� j) WATER TOWER
N/F ONSLOW
COUNTY
2! I
O!
Q! s
! o /
2 /
A.co
!
Q0co /
SILT m 0 /
FENCE
a --a Wp�Wm A!
0 ,
C Eyy
Y ' •� 0 TON RIP RAP
IEDIW STONE
DIA. 0.5' CLEAR AND GRLs
VOWS NDTD
SS< <404 WETLANDS u11E �--.
SILT FENCE
� N/F
u
> M1
CNEVY 1 PA1•RRAKTKT EY
AND 20815
q,✓ r..% -._, T __.'... .S' '�, --' ' '-n:, _ •J.,--_-, ,7_. .. '` ANOTLPCTO[ED UETONRL
\ \\ DEVICE IN THIS AREA
/, y _._ .r .+ y -�-- v.---y ,-e: J,. _� ,- .�-v-�- l-- .w-�, +-a-- t-�y --\a- -a w-� .�-w ��C , • o o To REIa1H�
Ee
zs,14.r
Y 1 N- ' v- L L _ L _ .� ,_-'i, 'Y __� __ +4.. � . b _.., y� _, _3+ _� .L _-_, Jam., "°• , J,- 0 iT• ) 1 _._
10 TON RIP RAP
1EDIUM STONE
DIA. 0.5'
EXISTING PLANT
FF ELEV. 14.98
SILT -
FENCE
LAWN
PHASE I
PROPOSED PLANT EXPANS
FF ELEV 14.98
AREA 5707 SF
CONSTRUCT INFILTRATION BASIN AND ESTABLISH
GRASS ON SLOPES UP PRIOR TO CUTTING PFROM
WET DETENTION BASIN ON. SHOULD SLOPE NOT PRECEED
WITH GRASS RAPIDLY PROVIDE ECOMAT EROSION
CONTROL BLANKET AROUND PERIMETER
s-
N/F
SILT BASINS
` `
EDWIN H. HURST
AROUND ALL
��-��
223 HOGANS RD.
SWANSBORO. NC. 28584
DROP INLETS
�.
SILT
FENCE
STONE�-
CONSTRUCTION
R NCE
`� \
eJ
PHASE 2
PROPOSED
FF ELEV
PLANT EXPANSION
17.00
AREA 187737
SF
i
I
iN
`
�o
/
i
r
\
/ '
!
/
STO
I
CONS UCTION
/
ENTR CE
/
SILT BASI
/
\
j
AROUND ALL
/
DROP INLETS
\
SEED BED PREPARATION
LINE ----- 2 TONS/AC.
10-10-20--------- 1.000 LBS./AC
0-20-0-- 500 LBS./AC (AFTER SEEDING)
ASPHALT TACK------- 200 GAL./TON OF MULCH
O
SEEDING SCHEDULE
(FEBRUARY 1 -APRIL 30)
O
TALL FESCUE -- 50 LBS./AC
nl
PENSACOLA BAHIAGRASS----- -10 LBS./AC
KOREAN DR KOBE LESPEDEZA (SCARIFIED)---60 LBS•/AC
(MAY i -AUGUST 31)
TALL FESCUE--------- 50 LBS./AC
WEEPING LOVEGRASS- 5 L8S./AC
KOREAN OR KOBE LESPEDEZA(SCARIFIED)--50 LBS./AC
50.
01
BROWNTOP MILLET--- 25 LBS./AC -
(SEPTEABER 1 - JANUARY 311
TALL FESCUE------ 60 LBS./AC
KOREAN OR KOBE LESPEDEZA (UNSCARIFIED)- 60 LBS./AC
RYE (GRAIN)---- 25 LBS./AC
FOR SLOPES 2:1 OR STEEPER AM 30 LBS./AC SERICEA LESPEDEZA
AND 15 LBS. WEEPING LOVEGRASS.
STONE
CONSTRUCTION
ENTRANCE
N T
(JANUARY 1 - MARCH 31)
.
.
COMMON BERMUDAGRASS IUNHULLED)-20LBS. LDS./AC
(APRIL 1 - JULY 31)
COMMON BERMUDAGRASS (HULLED) 12 LBS./AC
MCKINLEY.
HYBRID BERMUDAGRASS SPRINGS MAY BE USED.
TYPE BM
J
x__
A-
Wes+
;4--+
MANHOLE
.�-
�� �,y�+
INSTALL ACF
FRAME & GRATE
:-�+'
.-�
-'� �' v.�w
Y'--'
�'-� +-•+•-'
,� '
,--�'
SILTSACK SEDIMENT
OR
TRAP
APPROVED
EQ
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SHEET # 3 OF 5
PROJECT #:PM920
f
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I
/ 21 ALL EARTH DISTURDING ACTIVITIES SHALL BE SCHEDULED TO MINIMIZE THE AMOUNT OF
I DISTURBED AREA AT ONE TIME. THE MAXIMUM PERMISSIBLE SIMULTANEOUS LAND DISTURBANCE
I SHALL BE LIMITED TO 6.T ACRES.
I
I
7
4. CLEAR AND GRUB.
t INSTALL STONE CONSTRUCTION ENTRANCE.
3. INSTALL SILT FENCE.
4. CONSTRUCT DIKE WITH VEGETATED DISCHARGE $WALE.
5. DREDGE CHANNEL.
6. ROUGH GRADE MAIN PARKING LOT. STREETS. AND PHASE
ONE BUILDING AND INSTALL STORM DRAIN DEVICES WITH
VEGETATED DISCHARGE SWALE.
7. INSTALL OTHER UTILITIES.
S. FINE GRADE AND PAVE STREETS, CONSTRUCT PHASE ONE BUILDING.
9. SEED AND MULCH DISTURBED AREAS.
PHASE TWO OPERATIONS
1. CLEAR AND GRUB.
2. INSTALL STONE CONSTRUCTION ENTRANCE.
3. INSTALL SILT FENCE.
4. ROUGH GRADE PHASE 2 BUILDING PAD AND OFFICE ACCESS STREET.
5. INSTALL STORM DRAIN DEVICES.
6. INSTALL OTHER UTILITIES.
T. FINE GRADE STREETS. CONSTRUCT PHASE 2 BUILDING.
M
-111'►t 11 I
I
II
I
II
II
11
IES
ND
4) ANY AREA LARGER THAN 0.5 ACRES SHALL BE SEEDED FOLLOWING ANY PHASE OF CONSTRUCTIO
UNLESS THE NEXT PHASE 15 TO BE INITIATED IN LESS THAN 15 DAYS.
STEEL OR WOOD POST SPACED 6' O.C.
WIRE FABRIC
EXXON GTFIOIS OR
EQUAL SECURED TO
WIRE
FILL WITH EARTH
SILT FENCE SECTION
(N.T.S.)
SITE DATA
TOTAL TRACT AREA =
42.05 ACRES
PREVIOUSLY PERMITTED =
0.24
ACRES
WETLANDS FILL AREA
PROPOSED WETLANDS =
0.29
ACRES
FILL AREA
TOTAL WETLANDS FILL =
0.53
ACRES
TOTAL PARKING =
410
SPACES
REVISIONS:
WD. ff I DATE I DESCRIF
! MM I J0/7/W UMF/ED ;!AD
QI KG 11113198 ISTORM REV.
EROSION CONTROL PLAN
TIARA YACHTS
CLIENT: TIARA YACHTS
A DIVISION OF S2 YACHTS, INC.
ADDRESS: 725 EAST 40 TH STREET
HOLLAND, MICHIGAN 49423-5392
PHONE: [phone]
S STROUD ENGINEERING, P.A.
�/ 151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
(252 479 ©�
ESIGNED:
RAWN:
NECKED:
ATE:
8/
CALE:

MYERS 36" DIA. SIMPLEX FIBERGLASS
LIFT STATION W/ LIFT -OUT RAIL SYSTEM
STAINLESS STEEL ----,,.
FLOAT BRACKET
TOP OF STATION
ELEV. 12.0
BOLTED AND-
GASKETED TOP
MERCURY FLOAT
SWITCHES
ACTIVATE 24HR. DELAY-
3" SCH 80 PVC TO ELEV. 7.0
INVERT ELEV. 8.
MYERS MODEL 3WHV
SIMPLEX 2 HP PUMP WITH
6.50" IMPELLAR
120 GPM @ 35' TDH (230 V.
1 PH, CONFIRM WITH
BUILDING CONTRACTOR)
VIEW
VARIES
*t 5
CT #:
�2" PVC VENT
LOCKABLE CONTROL PANEL
IN NEMA 4X ENCLOSURE.
PANEL SHALL BE EQUIPPED
WITH HANDS -OFF -AUTO
FEATURE. AUTO FEATURE
SHALL CONTAIN A 24 HR. NOTE:
DELAY TIMER PRIOR TO
INITALIZING PUMP. ONCE
PUMP HAS REACHED THE
PUMP OFF LEVEL, THE 24
HOUR FEATURE SHALL
BE RESET
Lai
SEAL CONDUIT,
TYP. EACH END
PROVIDE WATER Z
TIGHT GASKET FOR
CONDUIT PENETRATION
m
ELECTRICAL
CONDUIT
3" GATE VALVE
UMP OFF
ALL ELECTRICAL WORK SHALL BE IN
ACCORDANCE W/ NEC LATEST EDITION.
POWER SUPPLY TO PANEL SHALL BE BY
GENERAL CONTRACTOR.
6 X 6 POST
� 4" SCH-40
PVC FORCE MAIN
3 X 4 REDUCER
3" CHECK VALVE
3" SCH 80 PVC
8" THICK -
BRICK WALL
3"
co
DEWEY BROS.
CH-BN-2
FRAME GRATE
24" MAX
--RCP
---
CONCRETE SLAB
3'-loll
DROP INLET DETAIL
N.T.S.
OR USE PRECAST INLET BOX IN ACCORDANCE
WITH NCDOT STANDARDS
FINISHED GRADE
ECCENTRIC CONE
SECTION
"0" RING GASKET
ALL JOINTS
GROUT INSIDE 8-
OUTSIDE OF JOINT
USING NON SHRINK
GROUT
0 - 16' ASTM C-478-
TYPICAL MANHOLE
STEPS @ 16" O.C.
1' MIN. CRUSHED
AGG. BASE
100% COMPACTION
TYP.
- M H RING $ COVER
i-TOP OF PAVEMENT
v
NOTES:
w
vwi 1.) THE DISTANCE FROM THE
TOP OF M.H. RING AND
COVER AND FINISHED
o GRADE MAY VARY WIDELY.
� SEE PLAN.
a 2.) SLOPE INVERTS AT SEWER
_ LINE GRADE.
UNDISTURBED GROUND
PRECAST MANHOLE
FOR MANHOLES 12' OR LESS IN DEPTH
(N.T.S.)
LIFT OUT
GUIDERAIL SYSTEM
3'-3" _ STORMWATER PUMP STATION
1-2 Bcsc, TYP I-2 PLAN
,�SCALE: 1" = 1'
STORMWATER PUMP STATION 6" CABC
ELEVATION VIEW TYP. PAVEMENT SECTION
SCALE: 1 — 10
SCALE: 1 " = 2'
4" SCH-40 PVC
FORCE MAIN TO
INFILTRATION BASIN
DETAIL SHEET
TIARA
REVISIONS
war. By onrE orm
YACHTS
T
CLIENT: TIARA YACHTS
A DIVISION OF S2 YACHTS. INC.
ADDRESS: 725 EAST 40 TH STREET
HOLLAND, MICHIGAN 49423-5392
PHONE: [phone]
STROUD ENGINEERING, P.A.
151A HIGHWAY 24
MOREHEAD CITY, N.C./28557
(25Jj(MO.i� � `l,I(,9lZQ 19°ju
cc O ALD D. CULLIP R P.E.
4ROLINA
iIGNED:
RDl
4WN:
RDl
:CKED:
RDA
'ROVED:
RDt
fE:
8/11l9'
1LE:

2 3.75
20-5
jo f 61
20064 FT,e
.
50 SFT
4 F
401. SFT
6434 T
\0 5401.5 FT
54010 SF 5401.5 SFT
975 L 18,773 SFT
16.5 54/00 S T
V 022.2
vp
FE— 80 7 SFT �6400 FT/
18.5 60781, SFT
o
8 r73 SFT
Otie `' 1 01 SFT
S TIN
18.5
EXISTING
LOADING
DOCK
kISGUARD
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p� ANT
EXISTING
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19
to
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