SW8040622_APPROVED PLANS_20041006

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW gL(/ '(
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYWMMDD

STORMWATER DIVISION CODING SHEET
NCS PERMITS
PERMIT NO.
DOC TYPE
❑ FINAL PERMIT
❑ MONITORING REPORTS
❑ APPLICATION
❑ COMPLIANCE
❑ OTHER
DOC DATE
❑
YYYYM M D D

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Sa/es Center
f3un4svvick County, North Carc>lina
GENERAL CONSTRUCTION NOTES:
1) THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION
OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
ABBREVIATIONS
SDMH
STORM DRAIN MANHOLE
FH
FIRE HYDRANT
DI
DROP INLET
CI
CURB INLET
SSMH
SANITARY SEWER MANHOLE
WL
WATER LINE
IE
INVERT ELEVATION
RIM
RIM ELEVATION OF STRUCTURE
LF
LINEAR FEET
DIP
DUCTILE IRON PIPE
PVC
POLYVINYL CHLORIDE
ELEV.
ELEVATION
GV
GATE VALVE
MIN.
MINIMUM
TYP.
TYPICAL
HP
HIGH POINT
LP
LOW POINT
CONC.
CONCRETE
RCP
REINFORCED CONCRETE PIPE
CMP
CORRUGATED METAL PIPE
TBM
TEMPORARY BENCH MARK
STA.
STATION
BOA
BLOW OFF ASSEMBLY
NIP
NEW IRON PIPE
NC
R0° 1 1 12 SI T
Rg0�
�P
S
1114 --
� 3
1200 0)
O
1182 p
12
LOCA77ON MAP
NOT TO SCALE
..r ../ x
151 Poole Road, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www. cape fearengineering. com
L
UED FOR REVIEW
COVER
1
2
3
4
5
INDEX
ZONING PLAN
DRIVEWAY PLAN
GRADING PLAN
STORMWATER, SEDIMENTATION AND EROSION CONTROL PLAN
STORMWATER, SEDIMENTATION AND EROSION CONTROL DETAILS
Q
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DATE
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LEGEND
LANDSCAPED AREA
CAPE FEAR
Engineering, Inc.
151 Poole Rd, Suite 100
Betw0e. NC 2MI
TEL (810) W-1044
FAX (910) 383-IM
www.capefearen_qineerin_q.com
DRAWN W.CAVENAUGH PROJECT
803-13
DESIGN W.CAVENAUGH NUMBER
CHECK: P. DAMS SCALE : AS NOTED
APPROVED : P. DAMS DATE 11 JUNE 04
SEAWATCH
SALES SITE
BRUNSWICK COUNTY, NORTH CAROLINA
SITE
PLAN
PROJECT NUMBER SHEET NUMBER
803-13 1 1

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3
4" WHITE EDGE LINE OFFSET
2' FROM EDGE OF PAVEMENT FULL WIDENING
AT THIS POINT=36'
8" YELLOW DIAGONAL SPACING 100 LF 24" RCP
(SAME FOR BOTH SIDES) (MATCH EXIST
DITCH GRADE)
ro
� F-
LU
Z FULL WIDENING
o zz AT THIS POINT=48'
U
24' TURN LANE
50'
4" SOLID
4" WHITE EDGE LINE OFFSET
1' FROM EDGE OF PAVEMENT
RELOCATED
ROADSIDE DITCH APPROACH TAPER
50' 0 50' 100'
1 INCH = 50'
GENERAL NOTES:
1. CONTRACTOR TO LOCATE ALL EXISTING UNDERGROUND
UTILITIES BEFORE STARTING CONSTRUCTION.
2. DRAINAGE PIPE TO BE REINFORCED CONCRETE PIPE (RCP)
OR NCDOT APPROVED EQUAL.
3. PER NCDOT, DEVELOPER IS RESPONSIBLE FOR APPLYING
A MINIMUM OF 1/2" OF PAVEMENT OVER THE EXISTING
ROADWAY AND EXISTING STRIPPING IN THE AREA OF THE
PROPOSED WIDENING, AND RESTRIPPING PROPOSED
LINES AS SHOWN ON PLAN.
4. ALL STRIPPING TO CONFORM TO NCDOT STANDARDS.
5. PAVEMENT MARKING TO BE THERMO-PLASTIC TO MATCH
EXISTING MARKINGS.
,. 1 1 1- - - - -
4"yy ITE POWER POLE_ -
- - - -
- -
-
m
_
WHITE LINE
0'
"STAND
DEPARTURE TAPER
MINI -SKIS
LINE ` - -( C7 L�
z cc Q
—
—...
4 WHI
-MINI-SKI
LINE
205.09RD
z
-----
- ----
--
___----------
-------_-_-------------------,---ter--T
-- ---
--_---•
�"_
-
--
- -
--- =
--- _
-----
_
-----
---------------
— — — — — — —
___-_
4" DOUBLE -- —_
-_-_---
- - - '---- -----
---------------
-BAY-TAPER-
N
—
---�TORkGE---
— —
-
4 SOLED
ITErtINE
o -
— — --
--
T -M - - - - -
Q
---- — — —
-----------=REPAR-TURE-TAPER ----
- - _ -
too
- - _- - -
- QPRQACH �APEIi(S� - ' - _ - - - -
- , 1
--------
SAINTED PER- - - - - -
--220'-------
---_LENGTH__
100'
----
�S
z
_-l0
-MINIMUM-
IN 55 MPH
- _
330'------
�)
--- 330'�
4" WHITE EDGE LINE OFFSET
2' FROM EDGE OF PAVEMENT N C
y/
G H W A
Y 2 y 1
�-TO SOUTHPORT
TO SUPPLY
DOUBLE YELLOW
CENTER LINES
DOUBLE YELLOW
CENTER LINES
EXISTING NEW PAVEMENT VARIES
4' PAVED SHOULDER W/ 4' PAVED SHOULDER
w
z
� J
Z
Nw- SURFACE COURSE AND
w 3 AGGREGATE COURSE
PER NCDOT
EXISTING BASE
AND PAVEMENT
TURN LANE PLAN
SCALE 1 " = 50'
1/2" F-1 FOR OVERLAY OVER
t2' ENTIRE LENGTH OF TURNLANE
2" SURFACE 1-2
Li
1/4" PER FOOT z 3 6" HB BINDER
TYPICAL WIDENING SECTION
NOT TO SCALE
i7
Am
YELLOW DIAGONAL LINES
(1:1 SLOPE)
" D = SPACING OF DIAGONAL LINES (SHOULD TYPICALLY
BE EQUAL IN FEET TO THE POSTED SPEED LIMIT)
REFERENCING #1205.09 FROM N.C.D.O.T.
STANDARD DESIGN MANUAL
MEDIAN ISLAND SEPARATING TRAFFIC
IN OPPOSING DIRECTIONS
qn"
Cs
EXIST. SOLID
WHITE LINE
00
I
12"
STRAIGHT ARROW
n n
10 SKIP LINES 6 -4 -d
y y YELLOW OR WHITE 36"
30' ® -
N 00
M N
40'
NOT TO SCALE
CENTER LINE -1
•
DIAGONAL LINE
•
2' MINI -SKIP LINES
YELLOW OR WHITE
�1
13'
15'
NOT TO SCALE
REFERENCING #1205.01 FROM N.C.D.O.T.
STANDARD DESIGN MANUAL
PAVEMENT LANE MARKINGS
2
d
2
d
I
a
I�
REFERENCING #1205.08 FROM N.C.D.O.T.
STANDARD DESIGN MANUAL
LEFT TURN ARROW RIGHT TURN ARROW
APPROX 1/3 MILE
TO
N C H WY 21 1 SOUTHPORT -�
SITE
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N VICINITY MAP
NOT TO SCALE
CAPE FEAR
Engineering, Inc.
151 Poole Rd, State 100
BeMN8, NC 29451
TEL (910) 3e3-1044
FAX (910)W3-1045
www.capefearengineering.com
DRAWN :
R LENS
PROJECT
NUMBER 801-13
DESIGN R LEWIS
CHECK :
P DAVIS
SCALE : 1"=50'
APPROVED :
P DAMS
DATE : 18 MAY 04
SEAWATCH
SALES SITE
NC 211
PROPOSED TURN LANE
PROJECT NUMBER SHEET NUMBER
801-13 1 2
— — — - ---- - fir.-•r---.�... rsr ,�-,.>_-�--r— T--r--,T--r-max �•>•T..�-�� — --

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Engineering, Inc
151 Poole Rd, Suite 100
BelviRe, NC 28451
TEL [phone]
FAX [phone]
DRAWN W.CAVENAUGH PROJECT
803-13
DESIGN W.CAVENAUGH NUMBER
CHECK P. DAVIS SCALE AS NOTED
APPROVED : P. DAVIS DATE 11 JUNE 04
SEAWATCH
SALES SITE
til I t
iRADINC. PLAN
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EROSION CONTROL NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND LOCAL
REQUIREMENTS.
2. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND
MAINTAINED TO RETAIN SEDIMENT WITHIN THE BOUNDARIES OF THE SITE.
ALL DISTURBED AREAS SHALL BE NONEROSIVE AND STABLE WITHIN
THIRTY (30) WORKING DAYS OR 120 CALENDAR DAYS AFTER COMPLETION
OF THE ACTIVITY, WHICHEVER IS SHORTER.
20' 0 20' 40' 5. CONSTRUCTION SEQUENCE:
11 1 11A. INSTALL GRAVEL CONSTRUCTION ENTRANCE
1 INCH = 20' B. INSTALL SILT FENCE DOWNSLOPE OF FILLED AREAS AND OTHER AREAS
SUSCEPTABLE TO GULLYING AS NEEDED. SILT FENCE IS TO BE PLACES
BY THE CONTRACTOR TO ALLOW FOR GRADING AND TO PROTECT THE
EXISTING DITCH ALONG THE ENTIRE PROPERTY BOUNDARY.
C. CONSTRUCT POND AND OUTLET PIPING (TO SERVE AS SEDIMENT POND
DURING CONSTRUCTION).
D. INSTALL REMAINING STORM DRAIN PIPING AND INLET PROTECTION.
E. INSTALL RIP -RAP AND FLARED END SECTIONS WHERE INDICATED.
F. COMPLETE GRADING AND ROADWAY AREAS.
G. STABILIZE AND SEED ALL DENUDED AREAS AND SIDESLOPES.
6. REFER TO SEEDING SCHEDULE FOR SEEDING INSTRUCTIONS.
' 7. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL PRACTICES TO BE
INSPECTED WEEKLY AND AFTER EVERY RUNOFF PRODUCING RAINFALL
— — — — — — — — — — — — EVENT. NEEDED REPAIRS WILL BE MADE IMMEDIATELY. TOPDRESS
TEMPORARY SEEDING WITH 50#/ACRE NITROGEN IN MARCH. IF COVER IS
' ♦ NEEDED THROUGH THE FOLLOWING SUMMER. OVERSEED WITH 50#/ACRE
KOBE LESPEDEZA:
\ 8. MAXIMUM GRADED SLOPE SHALL NOT EXCEED THREE 3 TO ONE 1
9. ONCE ALL UTILITIES HAVE BEEN INSTALLED, PAVING HAS BEEN COMPLETED
I EJ d� = �/� �� �.�` ,w �•—•r•••• •••-•�•••`•• •• •••�,•••^•• .., AND A GOOD VEGETATIVE GROUND COVER HAS BEEN ESTABLISHED, ALL
_ I TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED.
10. SEE SHEET 4 FOR ALL SEDIMENTATION AND EROSION CONTROL DETAILS.
, 11. INSTALL SILT FENCE AS REQUIRED OR AS DIRECTED BY ENGINEER.
/� 1 • GENERAL NOTES:
��\ � � _
40 �S, 1. ALL ROOF TOP RUNOFF WILL BE DIVERTED THE PARKING AREAS
_ u 74 qi = TO FLOW INTO THE PROPOSED DRAINAGE SYSTEM AND BE
F i � �.,� DIRECTED TO THE STORMWATER TREATMENT POND.
2. ALL IMPERVIOUS AREAS ARE TO BE GRADED AS TO CONTAIN
�' - f -• ry \ qRc`� '`# -• ALL STORMWATER RUNOFF WITHIN THE PROJECT BOUNDARY.
now ih �� sz3. THE EXISTING DRAINAGE DITCHES ALONG THE PROPERTY LINES
_ / _ �� �•71 �� �� As �'OS Tr ARE TO BE MAINTAINED TO DIVERT OFFSITE DRAINAGE AROUND
o \ THE PROPOSED PROJECT SITE.
GRAVEL DR! -AND--_4. SEE DETAIL FOR STORMWATER TREATMENT POND AND OUTLET
_ �' �•I o W .� ,5 PARKING EA h STRUCTURE LOCATED ON SHEET 5 FOR ALL ELEVATIONS TO
R�33' •� \.. N BE SET. ALL STORMWATER DETAILS ARE LOCATED ON SHEET 5.
• S. f 5. THERE ARE NO WETLANDS WITHIN THE PROJECT BOUNDARY.
_ ••�,- 6. STORMWATER TREATMENT POND TO BE LOCATED WITHIN A
� PFRMaN~" Tr - MAINTENANCE EASEMENT. EASEMENT TO EXTEND OUT 10'
EN r Pool �.
''•�. �
I` 20 ••\ % 4 I FROM THE TOP OF POND ALONG THE POND PERIMETER.
1 tl-
R.24
,LF
E
5.OTE 3 PROPOSED SALES CENTER ,`�� D PIPE OR
TIMBER TRENCH.
1� /• ' , A yT 1.0 IE Y /r60' x 120' ] Y (UPPER EDGE HIGHER
1 0 s� 3 F.F.E. 48. 5 Q THAN LOWER EocEV
..7 a• � � � 3 VEGETATIVE �
FILTERL =r..
WIN.
/ •1 � �-44i O RFL w—
SECTION A
C'�` CH �ASIN NOT TO SCALE
STEPS PORCH N���11 RIP RAP ENERGY'3�`� I
D / t
/f 1
I
I
i
�t 1
100,JI �S
GRAVEL
]NAY AND
AREA�
\A4 TER
A.
I�
a DRAINAGE AREA
•r0la
100 LF 24"SA PIPE ® 0.37.tK
---- _.-------- ---- �— ' h�F :I•—� --�s— --`-------n�4--------------- �
r • • • • • . • •••�- • • • • • • • • • • -• • • • • �� �S ii-. T • r'i Trite Y •�� 4� - - - - - - -
-------- —-------------- ---------- ------------ --- -- �`----------------------�—.-------•------•-----------.--_..—.-------.—
-------- — -- -- � -- -, -- a-�� — — .� —
_J
C
- TO SOUTHPORT TO SUPPLY
-------------- -.-_----- ---- -__--___----.----_-----------.--_--------_----_---_.-_----------_- _-----_----_-----__--45
-
DISSFPATOR
OVERFLOW AL AIL AL AIL
CATCH BASIN Aul Akf. Ak
AkL AL Alk AkL
AL J& AL
AkL AL Akc AL
AL AIL >kL
JIL AL AL
Alit Ails �Ilfc
LEVEL SPREAOCR 30' WIN.*
YIECHANIiM
5D' FOR SA CLASS WATER!
/ VADTH AS REQUIRED TO PROVIDE
NON -EROSIVE FLOW
RECEIVING
STREAM
A
I
wo_El
_3 rT :l F-4e->4-f1,1 F— FILrz-
�r�-;�
tL.�g&-7
LANDSCAPE AREA
SILT FENCE
INLET PROTECTION
EXISTING GRADE
CONTOUR
PROPOSED GRADE 44
CONTOUR
PROPOSED GRADING 27.50TC
SPOT ELEVATION 2 AFL
DRAINAGE BASIN
DISTURBED AREAS
I� b Zj4-
REV.
#
DESCRIPTION
REV.BY
DATE
REVISIONS
CAPE FEAR
Engineering, Inc.
767 Pol P4 SUN 1W
Ba lte• No 2•l31
TEL 1130&10"
1W (070) W3-1046
www.capefearengineering.com
DRAWN :
WCAVENAUGH
PROJECT 803-13
NUMBER
DESIGN : W.CAVENAUGH
CHECK :
P. DAVIS
SCALE : AS NOTED
APPROVED :
P. DAMS
DATE : 11 JUNE 04
SEAWATCH
SALES SITE
BRUNSWICK COUNTY, NORTH CAROLINA
STORMWATER MANAGEMENT
SEDIMENTATION AND
EROSION CONTROL
PLAN 0
PROJECT NUMBER SHEET NUMBER
803--13 1 4-

TOP OF POND
ELEV. 45.0 MSL
INV OF SPILLWAY:
43.35 MSL
C'J
3
30' (MIN.) 3
171I`
o ooQooOQoQo ' ICI--1 I 11-
. O
► a� � I o Q�o�o ��� FP
�'1� CLASS A RIPRIP STONE;
FILTER FABRIC 11�11�IM, =- IC�III F - I I 12" DEPTH
MIRAFI 70OX �bl�+' ���dl� itIr
OR EQUAL
EMERGENCY SPILLWAY DETAIL
NOT TO SCALE
1p
�Re Aki�UM
OR e
3
�
C\ FPgaT
0 gO�FI � .. .
R Pj� ANp
�R FA OMP
ISOMETRIC �Rlr A0T
SILT FENCE DETAIL
NOT TO SCALE
50' MIN.
00
} � I
Q........ .. ..
.........::
..:.. .............. . .. . .... :.... .
Q
#4 STONE N
i� ','.•.'.'.'.'.'.'. .
Z
F
x PLAN
W
35' t 15' f
SECTION 00
TEMP. CONSTRUCTION ENTRANCE
NOT TO SCALE
10' TOP OF POND: 45.0' MSL EMERGENCY SPILLWAY:
TEMP. STORAGE ELEVATION: 43.0' MSL 43.35' MSL ,
NORMAL POOL ELEVATION: MSL _ �?�j
3
1 18" PIPE 40 r —J 1 y ~2" PVC = `� 2" INV. 40' MSL
3 B-_
38
------�� 1 INV. 37' MSL
BOTTOM OF
FOREBAY: 34.0' MS
VARIES
1,-4.
1• GROOVE. JOINT ]
SLOPE 1 4" P
ifER FOOT _..l
.. �.
• , V -
i� Pq � .. .' . 3y R : '
:a -
TURNDOWN CURB
AND SIDEWALK
DETAIL
NOT TO SCALE
6"x 6" PRESSSURE 1" WHITE BAHAMA ROCK
TREATED TIMBER
0 0 0 0
30" #5 REBAR 6" ABC
® 5' O.C. AND SECTION
30" FROM ENDS
PAVEMENT DETAIL
NOT TO SCALE
WIRE FENCE AND
FILTER FABRIC
nnn�•/. nr�n \
e
INLET SEDIMENTATION CONTROL
NOT TO SCALE
LFINAL DESIGN
NOT FOR CONSTRUCTION
)
POND BOTTOM:34.0' MSL
POND WITH FOR EB AY SECTION
NOT TO SCALE
SUGGESTED WETLAND SPECIES PLANTINGS
ON 6:1 VEGETATIVE SHELF (POND)
GENUS/SPECIES COMMON NAME
Juncus effusus Soft rush
Iris versicolor Blue flag
Distichlis spicata Spike grass
Asclepias incarnata Swamp milkweed
VEGETATE POND SLOPES ABOVE PERMANENT
WATER LEVEL WITH BERMUDA GRASS
BRICK, BLOCK, CMU
OR PRECAST BOX
I
I i ---
II •►
I I ---
11
cv M I
L---_----J BASIN FRAME AND
Q n GRATE MAY VARY IN
12" CRUSHED STONE ��/�n'//�� NONESSENTIAL DIMENSIONS
KNOCK -OUT PANELS
SECTION IN ALL WALLS PLAN
DROP INLET
FOR PIPES UP TO 18" DIA.
NOT TO SCALE
POND SPILLWAY PLAN
NOT TO SCALE
FRAME AND GRATE 5" 22" 5"
2'x2' OR 2'x3'
ILD �" r--- ---�
0o a I
z r a
I I OUTLET PIPE 1- oo I I
N I
I n ^ I I
I
TEMPORARY SEEDING
GRASS TYPE
AMOUNT/
1000 SF.
TIME OF
SEEDING
INITIAL
FERTILIZATION/1000 SF.
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA NA
NA
PERMANENT SEEDING
AMOUNT/
TIME OF
FERTILIZATION/1000 SF.
GRASS TYPE
1000 SF.
SEEDING
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH — APRIL
EACH 4-8 WEEKS
AUG. -- SEPT.
12 LBS. 10--10-10
1-2 LBS. N.
12 LBS. 10-10-10
FESCUE, TALL
5-7 LBS.
SEPT. THRU OCT.
25 LBS. 10-10-10
FEB. — MARCH
MAY do DEC.
SEPT. — OCT.
(KENTUCKY 31)
FEB. THRU OCT.
12 LBS. 10-10-10
1/2 TO 1 LB. N.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. — MARCH
1/2 TO 1 LB. N.
NA
LEGEND:
I
'IFCAPE FEAR
Engineering, Inc.
rsr Pack Rd, &ft 100
BeMft, W 28451
TEL M10) 383-1044
FAX [phone]
www.capefearengineering.com
kIIII
DRAWN :
W.CAVENAUGH
PROJECT
NUMBER 803-13
DESIGN : W.CAVENAUGH
CHECK :
P. DAMS
SCALE: AS NOTED
APPROVED :
P. DAMS
DATE 11 JUNE 04
SEAWATCH
SALES SITE
BRUNSWICK COUNTY, NORTH CAROLINA
STORMDRAIN
SEDIMENTATION AND
EROSION CONTROL
DETAILS
• 317Z' r _
. .. t ' ... II I El' 1 -.:1 u:-I-... .a» .'•:,�. ..._ _..-3,;. _. _-..ti � 11 r...:i_ i.: sat s s5.'i ���1-tc�l� li.�-.1:, ::L-�.��.ai_
PROJECT NUMBER SHEET NUMBER
803--13 1 5