SW8031220_APPROVED PLANS_20040308

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
d'�%CJS�
YYYYMMDD

OWNERS,:
MERCER BUILDING CO.
1301 LENNOXVILLE ROAD
BEAUFORT NC. 28516
[phone]
MICHAEL J SMITH
AIRPORT
0
lJ v SITE
�''O � BEAUFORT �
SQUARE
AUFORT
M D D L F
S OOL �o
_ 9Q
STEEP POINT RD
TOWN OF BEAUFORT
VICINITY MAP (N.T. .)
ENGINEERS
STROUD ENGINEERING P.A
151-A HIGHWAY 24
MOREHEAD CITY, NC 28557
[phone]
CONRAD STEPHENSON, P.E.
INDEX OF DRAWINGS
SHEET 1 SITE PLAN
SHEET 2 GRADING & STORMWATER PLAN
SHEET 3
SHEET 4
SHEET 5
SHEET 6
EROSION CONTROL PLAN
UTILITY PLAN
PLAN AND PROFILES
POND DETAILS
_lam
S}.urr,�,;atet 4esmtl No. �V� S

a 30
CURVE DATA
p4,TI�'
Io
CHORD
DIRECTION
= N37010'
36"E
30.16
61 0C
RADIUS
=
100.00
LENGTH
O
= 25.06
CHORD
= 25.00
CHORD
DIRECTION =
N07052'22"E
RADIUS
=
50.00
LENGTH
0 =
63.68
a
CHORD
= 59.46
CHORD
DIRECTION
= N73031'40"W
RADIUS
= 50. 00
5. o
LENGTH
O3
= 78.40
CHORD
= 70.61
1 11.830
o
0
CHORD
DIRECTION
= S00046
��
34 W
PORCH
13.33 i3.17
RADIUS
= 50.00
0
LENGTH
�4
= 106.08
CONCRETE
CHORD
= 87.27
WALK
p
G
CONCRETE
o
N
DRIVEWAY
N
EET 1 OF 6
OJECT NO. PM 322-17
cI(I_ki rri F_
Ln
Q
w
PATIO o
10.ODI
BACK OF CURB
TYPICAL BLDG. FOOTPRINT
SCALE: 1" = 20'
N/F
MERCER BUILDING COMPANY
DB 872, PG 539
N/F
TRADITIONAL FARMS, LLC
DB 843, PG 362
N / F
SOUTH HALL
SUBDIVISION
CD MB 29 PG 850 ,
z 4 Qz ,
v
Q5
� �R -
_
R��sS ' �
F
P 60 00) A6 _
N/F 3 %
EVERGREEN CONSTRUCTION CO. _
- � BEAUF^ORT PROFESSIONAL PARK _
FUTURE DEVELOPMENT -
�,�\ MB 29 PG 482
N/F
CGW, INC.
DB 929, PG 405
1 rr`1-A1n
DB = DEED BOOK
EIP =
EXISTING "IRON PiF-
EX =
EXISTING
H/C =
HANDICAP
L =
LENGTH
MB =
MAP BOOK
MBL =
MINIMUM BUILDING -If.--
PG =
PAGE
R =
RADIUS
R/W =
RIGHT OF WAY
TYP =
TYPICAL
N/F
EASTERN ATHLETIC CLUB
�a �STORMWATER MANAGEMENT
l� V`
EASEMENT AREA
o
'J
N/F
DOWN EAST TRADING POST
FOOD LION
SITE DATA
PROJECT AREA
= 8.61 ACRES
RIGHT OF WAY AREA
= 0.52 ACRES
TOTAL TRACT AREA
= 9.12 ACRES
NUMBER OF BUILDINGS
= 17 BUILDINGS
NU�ABER OF UNITS
= 34 UNITS
( 1 7- TWO BEDROOtli )
(17- TREE BEDROOM)
PARKING REQUIRED
= 85 SPACES
PARKING PROVIDED
= 91 SPACES
SLILDING SETBACKS:
FRONT
REAR
= 30.0'
SIDE
= 8. 0,
REVISIONS:
No. 8Y j DATE DESCRIPTION
PALMETTO
PLACE
AT OLD BEAUFORT VILLAGE
BEAUFORT TOWNSHIP, CARTERET COUNTY, NORTH CAROLINA
CLIENT: MERCER BUILDING CC. DESIGNED:
ADDRESS: 1301 LENNOXVILLE RD. DRAWN:
BEAUFORT, N.C. 28516
PHONE: [phone] CHECKED:
Cs
M
CS
STROUD ENGINEERING, P.A. APPROVED:
151A HIGHWAY 24 CS
MOREHEAD CITY, N.C. 28557 DATE:
(252) 247- 479
12/10/0.
F
ALE:
CONRAD STEPHENSON P.E. 1 - 40
i

SCALE: 1 2 = 4
15.00
{.50
-f_�� SLOPE `vA.RfE ++='AST
----- 5� ..- --�j \
I REQUIRED MIN. WIDTH
10 4 OF SWALE.
o
7t Q
GRASS SWALE DETAIL B-B
5CA,E. = a
1o.no
SLOPE VARIES PAST /
REQUIRED MIN. WIDTH 1?_50
10
OF SIAL E. / / -
" o,
swa�F
Iry
�3
GRASS SWALE DETAIL C-C •off 2.30
SCALE: 1" = 4'
01 A
9.50' 1c.00
NRY D
P R 60
STORMWATER NOTES
1 . NO WETLANDS EXIST OIN--SITE
2. ALL ROOF DRAINAGE MUST BE
DIRECTED TO THE 'POND.
t.0 7.5 1.0 7.50 7.5u SLOPE AST
ujRFQUIREGRMIN.IES FWIDTH �101 B
OE SWALE.
a! 1 MA _ - o . � �,= ; � � �'� � o CR'�ss' ?fix . / ,�' � ' � •'� 1 �
MAT Ex- 7.00
EL E', AT I ON
GRASS SWALE DETAIL D-D 12.55�,��` i
SCALE. 1 = 4
..............
0�30
10 a 1, i �,
/ 7 y %
13,
i t
MF=Rr
SIDEW A;
SIDEWALK/PARKING DETAIL
NTS
i
1 _ PH A�L i
COMPACTED
`IJBGRALDE 9 o
TYPICAL ROAD PAVEMENT SECTION
NTS
R�vcFAE'v_ �� ---
--4.. FrOLL CllRB G R.J'_'�i;�❑ ---
CURB X-SECTION FOR SWALE
ENTRANCE AT STREET
r Y 4`- 4
5 -6 0
I CONCRETE FLUME ?
r
CONCRETE GUTTER
PLAN VIEW OF CURB FOR SWALE
ENTRANCE AT STREET
SHEET 2 DF 6 SCALE: I" - 4'
ROJECT NO. PM 322-17
.ram . • o p/ i
�L3_b �� 4 g
o `_ a
�\ l 'x'
v �� ASS
IJ-
o.I, >•3 /
--DROP
C'_�RR \ � �
\Q� - • 4' - 15.7 - / .. �_ \ E3 Q.t6 r.. ,- i `4
3' WIDE SWALE rRAME AND 'rtATE.
OPENING Yt / i-
• ,��_IrLI`� _
B /� 1 0�\ \ , , _o p ?' t //!'+-___�.__._.__ 24" ROLL TYPE
3.20 a.� .� .3 1 4. �`, �� ` �o \v,� .00 ° ( CATCH) CURB AND GUTTER
A\ 1 U A h 4 j NTS
g 'o N COVER 13 26 c:
OD
O j B �Z'O GRA 1 L 13.15
�,
q. L �� i INV. 0,40
A 1 4 1 C 8 B _ ON HE l E �I
�O 8 �- --
.. �., D I 6 I L 4
os �
o r \mil
4.0 LF 18" RC
WITH 18" FES
M
DI 5
GRATE 13.50
INV. 10.75
GRATE 13.31
INV. 10.56
DI 6A
GRATE 13.20
1NV. 11.20
EXISTING DITCH TO BE
RECONSTRUCTED AND LINE
WITH EROSION CONTROL
BLANKET. SEE DETAIL
ON SHEET 3 OF 6
DI 4
GRATE 14.30
INV. , , . 52 RECEIVED
MAR 0 1 2004
- D I 3 DWQ
GRATE 14.90
INV. 11.87 PROD #
4.0' BACK TO BACK
I ,:,�1E 2, ASpHAL
W/ iUN,. ,UT -ER A �,pq� -6 CABC STONE Cy
DI 1
SOLID COVER 15.25
INV. 12.50 COMpACTEC� -
40` �Q` 0 4- �'J`
SJ3vRAJE 95a
C('AI C: 1 " = 40' ROAD SECTION W/ CURB AND GUTTER
r
DI 2
GRATE 14.93
INV. 12.18
NTS
-- CAH `;TONE 24" ROLL TYPE
(SPILL ) CURB AND GUTTER
TO
P T'T(jMNM_ E`E c. T r! DRQP INLET DETAIL NTS
X 36"X3f DE1-i' 'N1 'L;E )
OR APPROVED EQUAI-
_,"kE: -
REVISIONS:
LEGEND
No,
Br"
I DATE
T'F
iVi f_
� 1 Nj H FL 0 R ELEVATION SHOWN
ArY' TEE vARA,,
F:N�IJF�`
i
G`'T
2/25/04
NSF, F.N, F N
!
F?N
MANAGEMENr LAN
[D A I K A
a I A

T
.1
GRASS SWALE DETAIL
SCALE: 1" = 4"
EXISTING EDGE OF PAVEMENT
CRUSH & RUN (6" CAPC'
STONE CONSTRUCTION ENTRANCE
SCALE: N 1 5
SEEDING SCHEDULE
SEED SEE: ?REPARATION
LIME----------------------------- 2 TONS/AC.
-------------------------- 1,000 LBS./AC
0-20-0----------------------------- 500 LBS./AC (AFTER SEEDING)
ASPHALT TA{" --------------T-----T 200 GAL./TON OF MULCH
SEEDING MIXTURE
(FEBRUAPT ? -APRIL 30)
TALL I=ESCUE------------_--- ---------------------- 50 LBS./AC
PENSA�_OLA BAHIAGRASS--------- 10 LBS./AC
KOREAN OR KOBE LESPEDEZA (SCARIFIED)---50 LBS./AC
( MAY 1 -A!GUST 31 )
TALL --------------------- 50 LBS./AC
KOREAN OR hOBE LESPEDEZA£SCARIFIED) ---- 50 LBS./AC
BROWNTOP MILLET--------------- 25 LBS./AC
(SEPTEMBER 1 JANUARY 31)
TALL FESCUE---------------------- 60 LBS./AC
KOREAN OR KOBE LESPEDEZA (UNSCA.RIFLED)--- 60 LBS./AC
RYE (GRAIN)-------------------__ 25 LBS./AC
FOR SLOPES 2:1 OR STEEPER ADD 30 LBS./AC SERICEA LESPEDEZA
LANDSCAPING MIXTURE
(JANUARY 1 -- MARCH 31 )
COMMON BERMUDAGRASS (UNHULLED)----- 20 LBS./AC
I APR P 1 - JULY 31 )
COMMON BERMUDAGRASS (HULLED) -------- 12 LBS./AC
WETLAND SPECIES (PLANTED AROUND POND PERIMETER)
ARROWHEAD (SAGG[TARIA LATIFOLIAI
BUTTONBUSH (CEPHALANTHUS OCCIDENTALIS)
BROOMSEDGE (ANDROPOGON VIRGINIANUS)
CATTAIL (TYPHA SPP.)
LIZARD'S TALL (SAURURUS CERNUUS)
CLASS 6 RIP RAP
OUTLET PROTECTION
APRON LENGTH= 10.0 FT
APRON WIDTH = 3.0 FT
THICKNESS = 1.5 FT
SILT FENCE
AROUND DROP
INLETS, TYPICAL
PLAN VIEW OF CURB FOR SWALE
ENTRANCE AT STREET HEFT 6 I" = 40' , _ _ ACE
3 OF SCALE: 1" — 4' SCALE
ROJEC.T N0. PM 322-17 _..��
�_
CON�tAD STEPHENSON P.E.-
FILTER FABRI
COMPACTED FILL
10' MAX. WITH WIRE
6' MAX WITHOUT WIRE
_1? f,All(;F WTRF. MIKJIMIIM i
SILT FENCE
AROUND DROP
INLETS, TYF I CAL
A�Y\ D R
_ ON A� P
SS��c Raw
Pug�-
F
UI.,TL=T T�
APRON LENS TH= . = -
AFRON WI'S;TI-
TH I h.NE _ --
CLASS 6 RIP RAF,
OUTLET PROTECTION
APRON LENGTH= 18.0 FT
APRON WIDTH = 9.0 FT
THICKNESS = 1.5 FT
CONSTRUCTION SEQUENCE
-'LM:_JJ L AND/OR RELOCATE EXISTING OB TPuC , _tiS .
_.N=TALL STONE CONSTRUCTION ENTRANCE.
iNST A'�L SILT FENCING AT SPECIFIED LuCATiON=.
EXCAVATE AND GRADE DETENTION BASIN W I T�4 DUT°=7/C!', Ems' _-'w -
-LEAP. GRUB AND MASS GRADE SITE.
MFR!yVE EXISTING CHANNEL ALONG SOUTH PE'OPFPT _ � P — CN
FINL GRADE SITE, ROADWAYS, AND BUILDINS FADS -
SEED AND MULCH ALL AREAS OF DISTURBAN'-E NOT TO BE uA`✓E—
WITHIN 14 DAYS OP LAND DISTURBANCE.
.NSTAL — LT.L.TIFS.
F I NE GPADE DRIVE AND PAR?"' I NG AREA AND P'-A',E =TINE 5= -
CONSTG'�JCT BUILDING.
PAVP DRIVE AND PARKING AREA.
PERFORM FINAL GRADING, SEED AND MULCH ALL R= IAA I N' `v _3 D = r. !�-57 L
AKEAS-
LEGEND
-
_P = POUNCS REVISIO'�S
1AX = 'AAX IMJM
MIN = MINIMUM Nc. i BY i OA-f
NTH = NUT T S'TA'�E
R - PADIUS
R/W = RIGHT QF WAY
3l,AL` _ I - ! v

0
FOREBAY1'
r
}
/s f
MAIN BASIN
PROPOSED
STORMWATER POND'
J
PERM POOL ELEV. - 10.. JV
1y S 1.
-' `-PERMANENT POOL
t
V _w �--TEMPORAR_Y POOL
E. 1 ''� r T" T , a ..
i
PLAN VIEW
NOTE:
FOREBAY AND SEDIMENT
TRAP TO BE CLEANED OUT
TO PERMANENT GRADE, AT
COMPLETION OF CONSTRUCTION
$iY 12.50
FLAN? NATIVE lAl'AiLS AN
�� AQUATIC VEGETATION AROUND
AND AT THIS BERM LOCATION.
f •� ! E IY � 4 L 1_7
AC' -AT VEGE AT r ON A! " UND
i3HLR
PERIMETER
J ��I;
PERIMETER
1
1
12.5D
_
°1 1130----_-__-__..-______-_-_-______________
»'
y_
-
--.---------.----__._. .-.._.-
`TORAi F POOL F'
.--_--______,-__-.__....
11
. -.30
6:1 t0.3
-F'ERMAN
t0.30 1
1
AN? PCeOL FL
9.30
9.30
s.3v
`
9.30
r
y.'su
3.3'0'"
0
9.63 6
8.63
lr
7.3G
0
I
�
I i
I I i € 7.30
7.30
D
� FORH�AY # I
�
I
I � o,aa
-
BASIN
�,.�� I
� � � � FOREBAY # 2
7.20 6.G 10.0 4.00
4,0 4 u
3.u" : 4.0
�'
5._
MAIN
4.C' 3. j 4. 4.J
4.00 10.0 f.Dj. 7.20
i
77.20
2D.50'
;ry'
27.20
rh
I
W
_._
0
��J
=_ESE=�_'�----� F
-
. s----------- - - ---- ----_
4
LOPE .BEYON[�
y
AF
SECTION A' -A
: LA;s B RIB' R
UT;,
- �;�,- r ,
APRON LENGTH=
1 a,.0
FT
APRON WIl)TH =-
THICKNESS =
5
FT
A
T ^4 F
PPCJECT �iC. PM a22-17
i L_t : �L2 1 ham/_322- 1 7-DLtX . L)
-1,2" EXP. ANCHOR
FACT? END OF SUPPORT L
24' DIA. RECESSED
MANHOLE RING & COVER
A
7 c
4
PLAN VIEW
OVERFLOW DEVICE
SCALE:
E: 433 4191
RFCEIVED
MAR 01 2U4
DWQ
PR03 * ��
POND X-SECTION A --A
NTS
-;SIN
GE v-.TRY P�ANN
WET DETENTIM, ` ' iND DESIGN DATA
IMPER'v IOUS AREA Aa Ttii.AL
MPERV I OUS AREA DE _, I :-N 742 SF
POND DESIGN '.1.%lARY
F.PMANENT >-7j- :If, rK:
PERMANENT POOL SURFACE AE 75• G SF
Uh AUL r ? LL't1vA 1UN
TL;RA.
S70RAGF VOL I'IVIF
FOREBAY DFPT,,
0RLcot, Y 'JCiL't+I.1
MAI v B:A
MAIN FWSIN Va-UME A7.''_-.
TgTA-1 BASIN VOL'LME GO = PERM. POOL
CURVE DATA
AT PERMANENT POOL EL. 10.30'
LENGTH
30,28
R4D US
�G.5D
CHORD
LENGTH
27.60
`'HORD
I:jRFC;I IIiN
Vt 9c"l �} ii'F-
LENC-H
RADIus
20.50
CHORD
�-ENG7[t
33.79
CHORD
DIRECTION
N75°26'25"W
LENGTH
3�
34.12
RADIUS
�
2C.rrj
CHORD
LENGTH
70-32
CHORD
O TA REC T I ON
S 70 00 18 "f-
LENC TH
26.40
RADIUS
�s
20.5Ci
CHOR]}D+
+ ENGTH
24.61
'nuRD
DIRE 71LN
1 33 15"u
IREVI-SIO 1 C'