SW8980708_APPROVED PLANS_20000815 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 q g 07 102
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
200o Og 15
YYYYMMDD

S
C-
EROSION CONTROL NOTES
SEQUENCE OF CONSTRUCTION
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION AT ENTRANCE
2. INSTALL ALL SILT FENCE ON SITE
3. CLEAR & GRUB SITE
4. CONSTRUCT POND (IF POND TO BE USED FOR SEDIMENT TRAP DURING
CONSTRUCTION, POND TO BE CLEANED OF SEDIMENT TO PERMITTED DEPTH)
5. CONSTRUCT SITE DRAINAGE COLLECTION SYSTEM AND COMPLETE SITE GRADING
6. UTILIZE TEMPORARY DIVERSION DITCHES AND SEDIMENT FENCES TO PREVENT
SEDIMENT FROM LEAVING PROJECT LIMITS
7. PROVIDE ADDITIONAL SEDIMENT FENCE, IF NECESSARY, AROUND TEMPORARY
STOCKPILES AND BACKSLOPES
8. CONSTRUCT BUILDINGS AND PAVEMENT
9. SPRIG, SOD AND PLANT UNPAVED SURFACES WITHIN 30 DAYS OF BRINGING
SURFACES UP TO FINAL GRADES
10. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE -CONSTRUCTION CONDITIONS
ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE
I DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES
11, AFTER SITE PAVING CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY
EROSION CONTROL MEASURES UNTIL FINAL INSPEC?ION AND APPROVAL.
12. REMOVE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL.
56 SF CLASS B RIPRAP
UPSTREAM WIDTH = 6.0 FT
DOWNSTREAM WIDTH = 8.0 FT
LENGTH = 8.0 FT
DEPTH = 18 IN
MANHOLE
RIM = 47.20
INV IN = 43.00 (18-INCH)
INV IN = 43.90 (15-INCH)
INV OUT = 42.90 /
N/F BLANTON
DB. 1285 PG. 224
DROP INLET
RIM = 46.40
NOTE: 1) ALL BUILDINGS SHALL HAVE ROOF DRAINS THAT WILL
BE DIRECTED TO THE STORM DRAINAGE COLLECTION SYSTEM
OR FOREBAY OF THE POND.
2) THERE ARE NO WETLANDS ON SITE.
3) LANDSCAPE TIMBERS TO BE PLACED AROUND ALL
LANDSCAPE ISLANDS.
4) VEHICULAR USE AREA = 17,794 SF
REQUIRED LANDSCAPING (87) = 1,424 SF
PROVIDED LANDSCAPING - 1,429 SF
5) ALL LANDSCAPING TO MEET NEW HANOVER COUNTY REQUIREMENTS
DROP INLET PROTECTION (TYP.)
PROPOSED BERM
EXISTING EDGE OF PARING LOT ELEV 47.6
I
__...� DROP INLET
RIM = 46.70
CLEARING LIMITS T-SILT FENCE INV = 43.75
4-INCH PVC SEWER SERVICE
TEMPORARY GRAVEL^
CONSTRUCTION ENTRANCE-�
FISTING SANITARY SENN CIEANOUT
EXISTING 1e' RCP
' 1 r' 4b Ct "` �CirC\ t u" t i
,1 44` t, �. y ® k,. - b'- ®� SPHALT `;-hr+DO�";,a 0 ,r�U ;,::, 20 L.F. 18" RCP
i :P6 II �b GRASSED „ MCA Ps ASPHALT + Ft 4
if
j' W HO SE S O,RAG , + �� ss
F.F. 7.10. W I-
I � %/' � � I ;�xr x�1c xY`j�v Il W
���\ OUTD OR STORAGELOUrTDOOR STORAGE a z71 SF -( g<a i� �eO `, `�``„� `I W
N/F MCDOWELL r� as L - i� DB. 1883 PG. 258 P� 6� 47 Z� f INV = 44.25 Q f-
15: ,. i 46' •° P2 a69 G� x "r x'r EL 476 y Y, ;BOAT $t TRAILER
; : >� Pal, rr ' ` I r STORAGE x.; �W T 3 1
IMF I O ® ® r v. ` ,T< . Y'4 zw a0 ' r
I 1 ® ,T! +f x X X: Q `,..-,�.., I F d 'h vx `rx;! x x` O . 1
Q i '± -T 0 �✓ x�, ✓ 4x �',1C .! j; W �1' 'y; x -', ¢ M M 1 EIOSTNTG SANITARY SEWER CUEANOUT
GRA L DRIVE_N k`;✓ X ?vY:': w l r
1. ���
: `xrY /, r `1 `C s !! 3 } ` I
BOAT & RAILFFR 740 t RETAIL cr - 1
X �. z ' F.F. 4 / :13 .1.'T�,, L 47,5 Tn^ • -47 � T,�< .•'� .r < � 'Z z V' r
T tp i , 3 7. , V
,�� .1,; >' STO AG W / `. E :xx ✓�s r tiT, ;,�xxry; ,
yt I .� n U v ' x - x 1, ��' / b 00 FISTING EGGS OF PAVEMENT
I 1 I �R'AS�LIJ"�•- -_ .eJ b �. ✓ f ,.��. +C' s j• T
I - -- - --- - _ t _ _ .. GRASSED o r x, xr x,: - '�7� �"
'E,."x-,,!' •-_J'' �. k i-. .s�./ I<" X :�C ..f. Y, iC X %l, `l 16. •,.ti J, :< Q.-_. .V •.
195 S.F. CLASS B RIPRAP
+'
31.5 SF CLA RIP�R�A%P
UPSTREAM WIDTH = 4.5 FT
WI,I=61�1 FT
FT
LENGTHDEPTI}
IIDOWNSTREAM
-10
8 IN
3
�2
10
J
10.0 AT&T EASEMENT a
DB. 1248 PG. 1326
f Z
O
0
DEVELOPER
TERRELL HORTON
2412 HIGHLAND DRIVE
WILMINGTON
NORTH CAROLINA 28403
L MANHOLE
RIM = 47.20
INV IN = 43.00 (1-t-INCH)
INV IN = 43.00 (15-INCH)
INV OUT = 42.90 '
N/F LEWIS
DB. 1398 PG. 1993
RIM = 46.60
INV IN=42.14
INV OUT = 41.22
N/F HENEGAR
DB. 726 PG. 488
3177 WRIGHTSVILLE AVENUE
WK WILMINTON,(910) 203
910) 762-424200
Engineers DICKSCT3ilI Raleigh, NC Asheville, NC
Planners Columbia, SC Charlotte, NC
Surveyors
--
EIP
-- CLEARING OMITS)
DROP INLET '-DROP INLET
______RIM = 46.60 RIM = 46.60
INV_=-_42.55 INV = 42.97
N/F THOMPSON ebu
DB. 1296 PG. 1697
REV. NO.
DESCRIPTION
DATE
R
E
V I S I O
N
S
DRAINAGE CULVERTS
PIPE
NO.
TYPE
SIZE
IN.
LENGTH
FT.
SLOPE
%
INVERT
IN
ELEV.
INVERT
OUT
ELEV.
P-1•
HDPE OR RCP
18
73
0.30
41.22
41.00
P-2
HOPE OR RCP
18
138
0.30
42.55
42.14
P-3
HOPE OR RCP
18
138
0.30
42.97
1 42.55
P-4
HDPE OR RCP
15
88
0.30
43.23
42.97
P-5
HDPE OR RCP
15
172
0.30
43.75
43.23
P-6
HDPE OR RCP
15
30
0.30
44.00
43.90
P-7
HDPE OR RCP
15
42
0.30
44.43
44.00
P-8
HDPE OR RCP
18
8
0.60
44.05
44.00
P-9
HDPE OR RCP
18
78
0.30
44.00
43.76
P-104
HDPE OR RCP
24
13
0.30
43.76
43.72
• LENGTH INCLUDES A FLARED END SECTION
1(Pz
(, �U")
4�
Q�
5�
MARINE WAREHOUSE
r
N/F. THOMPSON
06. 1296 PG. 1699
aac?,11LO
EX SSIAH
RIM - 4, 97
I INV - 41.2D
1
I
I
1
i
rn
SCALE IN FEET
( 15 0 15 30 45
SCALE: 1" = 30 FT
APPROVED
NORTH CAROLINA ENVIRONMENTAL LEGEND
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY 14 CONTOUR
Date2Z EDGE OF PAVEMENT
Stormweter Permit No Sw - - PROPERTY LINE
M EXISTING STORM DRAIN CULVERT
PROPOSED SILT FENCE
rem : CLEARING LIMITS
01v c�SGfn�1�U �S between :wl;coko 40tc5.
STORMWATER
j�ECEIVE
i�nl{f JUL 101998
PROJ
GRADING, STORM
DRAINAGE &
EROSION CONTROL
Sheet No :
C111=112
Of
-.y r ' �u1_I,r"J

3
3
a
N/F McDOWELL
DB. 1883 PG. 258
t
300.0 R
1 40.0 R 32/ R —
I
I t o
m
1 �
I
;? o ROPOS D STOR GE BUI DINGS
i i \
I
10.0 AT&T EASEMENT
I` DB. 1248 PG. 1326
5.0 R
N
109.5 R �
POND DIMENSIONS
1" = 20'
DEVELOPER
TERRELL HORTON
2412 HIGHLAND DRIVE
WILMINGTON
NORTH CAROLINA 28403
J-
3
N/F LEWIS
DB. 1395 PG. 1993
0
138.E R
' N/F HENEGAR
DB. 726 PG. 488
3177 WRIGHTSVILLE AVENUE
W K WILMINGTON, (910) 76 24203
[phone]
Engineers DICKSON Raleigh, NC Asheville, NC
Planners Columbia, SC Charlotte, NC
Surveyors
1w.6 R
318.7 R
REV. NO.
DESCRIPTION
DATE
R E V I S 1 0 INS
N/F BLANTON
DB. 1285 PG. 224
0
0
90.6 R
41.9 R
n
v
t
n
EIP
171.8 R
233.E R
n
t ® o
07.0 R 4.0 FT
t — �0� 4
P (-35.8 R 13.0R
m o I
25 FT RA ro 271 SF m I I }
14.5 R
o, -•i 15.5 FT o
33.8 R t
C18.0 R I
w I � Y I
m � �
740 SF1 PROPOSED BUILDING wg• I w z4.o R
25 R RADIUS I
w 4.0 R 1
i�
1 t
N 209 SF 209 SF 4
CI t N
Wo FT 18.5 R I— 30.0 R -1 100.0 FT n 0 -F
EIP
124.0 R
N/F THOMPSON I N/F THOMPSON
DB. 1296 PG. 1697 UB. 1296 PG. 1699
I
PAVING NOTES:
ASPHALT PAVING: 1 1/2" 1-1
6" ABC
COMPACTED SUBBASE
PAVEMENT MARKING NOTE:
ALL PARKING AREA PAVEMENT MARKINGS SHALL BE IN
ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES AND THE AMERICAN'S WITH
DISABILITIES ACT USING PERMANENT PAVEMENT
MARINE WAREHOUSE
— 99.8 R
t
t
�
o
N
n
n
38.0 R
I
� I
DIMENSIONED LAYOUT
& PAVING PLAN
I-- I--
LIJ LI
Y LLJ
Of CQ ,�^
G V /
Sheet No :
C1111111111111113
Of
L:1 Dwr

ATTACH GRATE TO CULVERT
2" - 3"
COARSE AGGREGATE
LINE WIRES MIN. _
#12-1/2 GUAGE
VARIES AS DIRECTED BY ENGINEER (10' MAX.)
wr avcrrvu Mnv. Flu uuY' STAY WIRES MIN.
#12-1/2 GUAGE
\
/ BOTTOM STRAND MIN. #10 GUAGE
\
/
STEEL OR WOOD POST
GALVANIZED BAR GRATING 1" x 1/8' BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 1/4"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
1-INCH STORAGE ELEV. = 44.95
T
FILTER FABRIC
TEMPpRARY CpN TR�JCTION
ENTRANCE/Jr
N.T.S.
FILL SLOPE
NOTES:
GROUND LINE
I
z
_
1. WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHAD, HAVE A MINIMUM OF 6
M
2'-2"
\\
LINE WIRES W/12 STAY SPACING
Zo
2. FILTER FABRIC SHALL BE A MINIMUM OF
o I \ \
36" IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE AS DIRECTED
BY THE ENGINEER
3. STEEL POSS SHALL BE 5' 0" IN HEIGHT
F
o=
: a
_1
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
0_o
4. WOOD POSTS SHALL BE A MINIMUM OF 6'
0 M
IN HEIGHT AND 3" OR MORE IN DIAMETER
/
\
WIRE FABRIC SHALL BE FASTENED TO WOODEN
POST PTH NOT LESS THAN #9 WIFE STAPLES
1-1/2 LONG
/
i
i�
ANCHOR FILTER FABRIC
SKIRT AS DIRECTED BY
THE ENGINEER
SEEDING MIXTURE RATE (LB/ACRE)
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
COMMON BERMUDAGRASS 10
GERMAN MILLET 10
SEEDING DATES: APRIL 1 - JULY 15
APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH
APPLY 3000 LB/ACRE GROUND AGRICULTURE LIMESTONE
APPLY 500 LB ACRE 10-10-10 FERTILIZER
BERMUDAGRASS MAY BE REPLACED WITH 5 LB/ACRE CENTIPEDEGRASS
PERMANENT SEEDING
GUIDELINES FOR
TEMPORARY SILT
FENCE DETAIL
N13
PRECASE BOX (24" X 24")
I'.•I I I IE 44.00
NORMAL POOL EL. 44.00
U
OUTLET CONTROL PIPE A
1" PVC PIPE a°
NOTES:
6" EXTENDED BASE
FALL
SEEDING MIXTURE
RATE (LB/ACRE)
WINTER AND EARLY SPRING
SUMMER
RYE (GRAIN)
120
SEEDING MIXTURE RATE (LB/ACRE)
SEEDING MIXTURE RATE (LB/ACRE)
RYE (GRAIN) 120
GERMAN MILLET 40 -
SEEDING DATES: DEC 1
- APRIL 15
ANNUAL LESPEDEZA (KOBE) 50
APPLY 4000 LB/ACRE
GRAIN STRAW FOR MULCH
SEEDING DATES: APRIL 15 - AUG 15
APPLY 2000 LB/ACRE
GROUND AGRICULTURE LIMESTONE
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY
APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH
APPLY 1000 LB/ACRE
10-10-10 FERTILIZER
COVER IS NOT TO EXTEND BEYOND JUNE.
APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE
SEEDING DATES: DEC 1 - APRIL 15
APPLY 750 LB ACRE 10-10-10 FERTILIZER
APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH
APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE
APPLY 750 LB ACRE 10-10-10 FERTILIZER
A
Z
v
v
m
01,
A �sL A
OUTLET PIPE
.a.
ao
a
D
d� m
U)
a
- 4 -0"
PLAN
NOTE:
FRAME AND GRATE TO BE STANDARD CITY
OF WILMINGTON CAST IRON FRAME AND GRATE
DEWEY BROS. CH-BN-3A
DROP INLET
N.T.S.
DEVELOPER
TERRELL HORTON
2412 HIGHLAND DRIVE
WILMINGTON
NORTH CAROLINA 28403
-------------
TEMPORARY SEEDING
8" 2, 8"
o
V
Ut
a
STEPS
INLET
PIPE
� �: • CLA55 A CONC. 6'ia i
SECTION "A -A"
CONTINUOUS
CONCRETE COPING
3/4" CEMENT
PLASTER TYP.
ALL SIDES
OUTLET
PIPE
3177 WRIGHTSVILLE AVENUE
WK WILMIN(910) 76 24203
[phone]
Engineers DICKSON Raleigh, NC Asheville, NC
Planners Columbia, SC Charlotte, NC
Surveyors
l
ESER
PARKING Bottom of
® R7-8a
Big f7
WIMIIM
ra� tt
a
SIGNS TO
BE MOUNTED ON WALL OF
BUILDING
Finish Grade
15" CULVERT
1. CATCH BASIN BASE SHALL BE PRECAST
CONCRETE AND CONFORM TO ASTM C-478.
2. OUTLET CONTROL PIPE SHALL BE 1 INCH
SHC-40 PVC PIPE W/ 45' BEND
3. FRAME & GRATE SHALL BE DEWEY BROS.
NO. CH-BN-3A
OUTLET CONTROL DETAIL
N.T.S.
I
PLAN VIEW
NOTES
La=LENGTH OF APRON TREVIRA SPUNBOUND TYPE 5-1115
d=DEPTH OF RIPRAP OR APPROVED EQUAL FILTER FABRIC
SECTION A -A
RIPRAP OUTLET
PROTECTION DETAIL
N.T.S.
F1sERv>:
PARKMG Bottom of
® R7-8o
sign -7
e
Legend and Border. Green
RESERVE Fite Symbol On Blue Background
Background: White
PARKING
Type R7-8a Parking Sign
Approved For Use Under General
Statute 20-37.6
TOP OF BANK ELEV 47.0
3:1 SIDESLOPE
6:1 SIDESLOPE
BEGINS AT ELEV 43.0 AND
ENDS AT ELEV 44.00
A
�e
ELEV 47.0
1 STAKE AT
EACH CORNER
-�------ram
BO
C 30X NC�
r
1-INCH STORAGE ELEV 44.95
NORMAL POOL ELEV 44.00 _ _ 10 FT_ _ _ _ NORMAL POOL ELEV 44.00 _ _
3:1 SIDESLOPE
3.1 SIDESLOPE
FORE BAY BERM ELEV 44.00
BOTTOM ELEV 41.0 POND BOTTOM
BOTTOM ELEV 39.50
A
3.1 SIDESLOPE 3:1 SIDELOPE ELEV 47.0
3:1 SIDESLOPE
ELEV 44.0 ELEV 44.0
ELEV 43.5
12 FT CLASS B RIPRAP
12-INCH THICK
SECTION A -A
TYPICAL POND X-SECTION
N.T.S.
STAKES
I
1..................II
SILT BARRIER
1......'.'..'..'..'.'.'.'.'.11
FENCE
GROUND
�.................'.}I
1..'...'.'.............tI
I
I
II
I'
fl
II
SILT BARRIER FENCE SECTION A - A
NOTE: FOR CURB INLETS AND DROP INLETS
DROP INLET PROTECTION DETAI_
N.T.S.
I�
SCORED LINE
1" 1 EEP
' EXPANSI N
JOINT 1%2"
PLAZA
6" DRIVEWAY APRON
EXISTING 35'-0"
PLAN
3:1 SIDESLOPE
ELEV 47.0
6:1 SIDESLOPE
BEGINS AT ELEV 43.0 AND
ENDS AT ELEV 44.00
5'
PLAZA
PAVEMENT
10' TO 12' VARIABLE
1/4 PER 10
EXISTING
PAVEMENT
EXPANSION JOINT
SECTION A -A
legend and Border. Green
DPENAILUTMY
Background: White lx6 ACROSS ENTIRE
OPENING FOR
R7-8d Penalty Signs Are CONSTRUCTION ONLY
Required n Accompany All PAVEMENT 3 4" DRIVEWAY
R7-8 or R7-8o Parking Signs
Erected After December 31,1990
SQUARE EDGE OF
EXISTING PAVEMENT
CAR
zk.;�ocsSi .4-1'� FORMING DETAIL
''_� DRIVEWAY FOR STREETS WITH NO CURB
HANDICAPPED SIGN DETAIL
N.T.S.
REV. NO.
DESCRIPTION
DATE
R
E
V I S 1 0
N
S
MARINE WAREHOUSE
N.T.S.
MISCELLANEOUS DETAILS
Sheet No
C111111114
Of
�,PRO.iEC 15t9: 19�`.91 I E\51?E LDAG
a

EROSION CONTROL NOTES
OUTLET
DETAIL
N/F McDOWELL
DB. 1883 PG. 258
195 S.F. CLASS B RIPRAP
6
pU
0.
I
/
PI31.5
SF CLA
RIPRAP
UPS TREA
pOWNSTREAM
I
MEN TH =
DEPTH
6.0 FT
�}
=618 IN
r
10.0 AT&T ASEMENT
DB. 1248 G. 1326
Iz
o
o
I
Im
DEVELOPER
TERRELL HORTON
2412 HIGHLAND DRIVE
WILMINGTON
NORTH CAROLINA 28403
56 SF CLASS B RIPRAP
UPSTREAM WIDTH = 6.0 FT
DOWNSTREAM WIDTH - 8.0 FT
LENGTH = 8.0 FT
DEPTH - 18 IN
T//{��� MANHOLE
RIM = 47.20
/ INV = 43.80
Cb
rs a y`a'
s�o s o
A
F
RIM = 46.60
MANHOLE INV IN - 42.14
RIM = 47.20 INV OUT - 41.22
INV IN = 44.05 (18--INCH)
INV IN = 44.05 (15-INCH) N HENEGAR
INV OUT = 44.0 '
DB. 726 PG. 488
N/F LENS ' TEMPORARY ROCK CHECK DAM
DB. 1398 PG. 1993 Ql W/ SILT BASIN
SILT BASIN LENGTH = 11 FT
WIDTH = 5 FT
DEPTH = 3 FT
Ek 3177 WRIGHTSVILLE AVENUE
mr W K WILMIN (910) 6 24203
[phone]
Engineers DICKSON Columbia,
NC Asheville, NC
Planners Columbia, SC Charlotte, NC
Surveyors
DRIVE
SEQUENCE OF CONSTRUCTION
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION AT ENTRANCE
2. INSTALL ALL SILT FENCE ON SITE
3. CLEAR & GRUB SITE
4. CONSTRUCT POND (IF POND TO BE USED FOR SEDIMENT TRAP DURING
CONSTRUCTION, POND TO BE CLEANED OF SEDIMENT TO PERMITTED DEPTH)
5. CONSTRUCT SITE DRAINAGE COLLECTION SYSTEM AND COMPLETE SITE GRADING
6. UTILIZE TEMPORARY DIVERSION DITCHES AND SEDIMENT FENCES TO PREVENT
SEDIMENT FROM LEAVING PROJECT LIMITS
7. PROVIDE ADDITIONAL SEDIMENT FENCE, IF NECESSARY, AROUND TEMPORARY
STOCKPILES AND BACKSLOPES
8. CONSTRUCT BUILDINGS AND PAVEMENT
9. SPRIG, SOD AND PLANT UNPAVED SURFACES WITHIN 30 DAYS OF BRINGING
SURFACES UP TO FINAL GRADES
10. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE -CONSTRUCTION CONDITIONS
ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES
11. AFTER SITE PAVING CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY
EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL
12. REMOVE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL.
+°� e / N 52033'21"
'HOUSE'STORAGE
F.F./47.10
DROP
RIM =
INV =
I AREA F REMAIN NATURAL FOR THE 33' BUFFER
1
5
ADDED CULDESAC & REDUCED STORAGE BUILDING SIZE
6/15/99
4
REVISED POND LAYOUT & CULVERT LENGTHS
1/14/99
3
ADDED STREETYARD AND SIDE LANDSCAPED YARD PER COUNTY COMMENTS
AND ADDED NOTE ABOUT BUFFER AREA FROM RESIDENTIAL LOT
10/ 9829/
2
REVISED DRIVEWAY LOCATION & CULVERT LENGTH UNDER DRIVEWAY
8/13/98
1
ADDED SEDIMENT TRAP IN FRONT. OF CULVERT PS
7/28/98
EV. RNO
i DESCRIPTION
DATE
R E V I S I O IN
I
g4
A
A
NOTE: 1) ALL BUILDINGS SHALL HAVE ROOF DRAINS THAT WILL
BE DIRECTED TO THE STORM DRAINAGE COLLECTION SYSTEM
OR FOREBAY OF THE POND.
2) THERE ARE NO WETLANDS ON SITE.
3) LANDSCAPE TIMBERS TO BE PLACED AROUND ALL
LANDSCAPE ISLANDS.
4) VEHICULAR USE AREA = 22.034 SF
REQUIRED LANDSCAPING (8%) = 1,763 SF
PROVIDED LANDSCAPING = 1,903 SF
5) ALL LANDSCAPING TO MEET NEW HANOVER COUNTY REQUIREMENTS
N/F BLANTON
DB. 1285 PG. 224 DROP INLET PROTECTION (TYP.)
8' LANDSCAPED STRIP EXISTING EDGE OF PARKING LOT
I
DROP INLET
RIM = 46.40 _
jPROPOSED BERM
ELEV 47.6
DROP INLET
RIM = 46.70
rSILT FENCE INV = 43.75
(I/ .415ti
+e° GRASSED .11 ® Q P5 +• +« ® eSPHAL
O I
474 SF ,G� _
OUTDOOR STORAGE c- 271 sF s GQ
G�P�v OUTDOOR STORAGE E� 47 6 �� A7 6 s ----ss Q0
7 z
P4 EL 47.6
c` p tH' 6 BO
Al BOAT r 8 1 +�. Q
LIFT /� \o a�
AREA RET IL BUILDIN�
30AT, &. T . ILER> ?? S ,� F. 49.1 \ +'J5ti EL 47.5
STORAG
209 SF
R-5 47 50 _ _-- _ - 46 _ -S--52'47'50"
27-04 EIP 207.81r
47------'-__..__ _
DROP INLET APPROXIMATE CAAOPY OF
RIM = 46.60 TREE TO BE REMOVED
INV = 42.97
N/F THOMPSON I N/F THOMPSON
DB. 1296 PG. 1697 DB. 1296 PG. 1699
DRAINAGE CULVERTS
PIPE
NO.
TYPE
SIZE
IN.
LENGTH
FT.
SLOPE
x
INVERT
IN
ELEV.
INVERT
OUT
ELEV.
P-1*
HDPE OR RCP
18
62
0.30
41.22
41.03
P-2
HDPE OR RCP
18
138
0.30
42.55
42.14
P-3
HDPE OR RCP
18
138
0.30
42.97
42.55
P-4
HDPE OR RCP
15
88
0.30
43.23
42.97
P-5
HDPE OR RCP
15
172
0.30
43.75
43.23
P-6*
HDPE OR RCP
15
40
0.30
44.00
43.88
P-7
HDPE OR RCP
15
42
0.30
44.18
44.05
P-8
HDPE OR RCP
18
8
0.60
44.05
44.00
P-9
HDPE OR RCP
18
82
0.30
44.05
43.80
P-10*
HDPE OR RCP
24
28
0.30
43.80
43.72
* LENGTH INCLUDES A FLARED END SECTION
AAk
MARINE WAREHOUSE
4-INCH PVC SEWER SERVICE
47
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
T &UGE
a wz
STw z W
x 1 =wl
- EXISTING SANITARY SEVER CIEANOUT
EXISTING 1e' RCP
DISTURBED. AREA BOUNDARY
A
32 L.F. 18" RCP
LJ Lv
Y W
cif
INV = 44.30
-\EXISTING SANITARY SEVER CLEANOUT
EXISTING EDGE OF PAVEMENT
EX SSMH
RIM - 46.97
NV - 41.20
SCALE IN FEET
15 0 15 30 45
SCALE: 1" = 30 FT
LEGEND
is CONTOUR
EDGE OF PAVEMENT
PROPERTY LINE
Ill WRIIIIIIIIIIII WM ■ EXISTING STORM DRAIN CULVERT
-■-■ ■ PROPOSED SILT FENCE
11� CLEARING LIMITS
DRAINAGE BOUNDARY FOR WET POND
DIVERSION BERM
GRADING, STORM
DRAINAGE &
EROSION CONTROL
15 Ic-119
NGINEERING DEPA;2T''._ .
S:
Sheet No
CIIIIIIIIIIIII02
Of
�PRO,IECTS\9729\SI TE \$HE5.DWG

EROSION CONTROL NOTES
SEQUENCE OF CONSTRUCTION
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION AT ENTRANCE
2. INSTALL ALL SILT FENCE ON SITE
3. CLEAR & GRUB SITE
4. CONSTRUCT POND (IF POND TO BE USED FOR SEDIMENT TRAP DURING
CONSTRUCTION, POND TO BE CLEANED OF SEDIMENT TO PERMITTED DEPTH)
5. CONSTRUCT SITE DRAINAGE COLLECTION SYSTEM AND COMPLETE SITE GRADING
6. UTILIZE TEMPORARY DIVERSION DITCHES AND SEDIMENT FENCES TO PREVENT
SEDIMENT FROM LEAVING PROJECT LIMITS
7. PROVIDE ADDITIONAL SEDIMENT FENCE, IF NECESSARY, AROUND TEMPORARY
STOCKPILES AND BACKSLOPES
B. CONSTRUCT BUILDINGS AND PAVEMENT
9. SPRIG, SOD AND PLANT UNPAVED SURFACES WITHIN 30 DAYS OF BRINGING
SURFACES UP TO FINAL GRADES
10. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE -CONSTRUCTION CONDITIONS
ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES
11. AFTER SITE PAVING CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY
EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL.
12. REMOVE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL
NOTE: 1) ALL BUILDINGS SHALL HAVE ROOF DRAINS THAT WILL
BE DIRECTED TO THE STORM DRAINAGE COLLECTION SYSTEM
OR FOREBAY OF THE POND.
2) THERE ARE NO WETLANDS ON SITE.
3) LANDSCAPE TIMBERS TO BE PLACED AROUND ALL
LANDSCAPE ISLANDS.
4) VEHICULAR USE AREA = 22,034 SF
REQUIRED LANDSCAPING (87,) = 1,763 SF
PROVIDED LANDSCAPING = 1,903 SF
5) ALL LANDSCAPING TO MEET NEW HANOVER COUNTY REQUIREMENTS
E GENC12!
CLASS B RIPRAP N/F BLANTON I NTS
EAM WIDTH = 6.0 FT DB. 1285 PG. 224 DROP INLET PROTECTION (TYP.)
TREAM WIDTH = 8.0 FT
H = 8.0 FT f
= 18 IN / ��� \ EXISTING EDGE OF PARKING LOT PROPOSED BERM
OUTLET UCTUMANHOLE / \� , 8' LANDSCAPED STRIP ` 4-INCH PVC SEWER SERVICE
DETAIL EET C-/ / ELEV 47.6
RIM = 47.20 � / Exlsnec SANITARY SEWER aEANaur
INV = 43.80 i
DROP INLET
DROP INLET SILT FENCE NIV = 43.75
G__ 47 -=- ��' EXISTING 1E' RCA
RIM = 46.40
•.A ,.,� .3-2 TEMPORARY CRAWL
1 DISTURBED AREA BOUNDARY
A' h T CONSTRUCTION ENTRANCE
eb EIP a� N 52"33'21" W+ + EIP'-`--- Y:^'----`----,^--- -- EPie / / �58.13 v- PR
L N/F McWAELL
D:. 1883 PG. 258
GRAjl.EL DRIVE
195 S.F. CLASS B RIPRAP "
SOTORAGE
me
GRASSED
GAP � i
OUTDOOR STORAGE
BOAT
LIFT
AREA
\r\
ASPHAL
6 O 132 L.F. 18" RCP
OUTDOOR STORAGE a 271 SF ss CO. {'w} L II W Lu
47 6 47 6 (..D_ka -�� !�"�k' 1 Of LL.I
^� Q
ti t
/ EL EL 47.6 �T Of , �I BOAT +TRA a W z 3
}i W
r
0- ^3 ,� , ,ST RAGE.- LU z0-Ujla0 INV = 44.30
/ EXISTING SANITARY SEWER OLEANOUT
RETAIL BUILDING
F49.1 0 `� - / IyYCy V)- -7 r w� :� t
/ .. \ +A " EL 47.5 a� E S EXISTING EDGE OF PAVEMENT
-52 4' 2. - -- -- _ --a --- -- _ b250_-- -- _ _ _ _ _ 4T50" E _ _ -___� _ - 4s 8 52' _
P ,Q- 226.23 47- -SIP _-._278.8�- -�_� EI 207.8 - _ -- -- - _ _-EIP
P
17
; ROP INLET Qg - -` DROP INLET, i DROP INLET APPROXIMATE C,` OPY OF RI 4
31.5 SF --LA o RIPRAP ____.--- - '-- - - T ± INV - 4I.20
UPSTREAM WITH = 4.5 FT MANHOLE RIM = 46.60 -RIM = 46.6b RIM 46.60 TREE TO BE : EMOVED R ao
INV IN = 42.14 INVLY55 INV = 42.97
DOWNSTREAM WIDTH = 6.0 FT RIM = 47.20 INV OUT = 41.22
LENGTH = 6.0 FT INV IN = 44.05 (18-INCH)
DEPTH = 18 IN 13- INV IN = 44.05 (15-INCH) N THOMPSON
3 INV OUT = 44.0 ' DB. 1296 PG. 1697 N/F HENEGAR N/F THOMPSON '
I' I DB. 726 PG. 488 I DB. 1296 PG. 1699 '
o
� I
LL
N/F LEWIS ' TEMPORARY ROCK CHECK DAM AREA j0 REMAIN NATURAL FOR THE 33' BUFFER
1 DB. 1398 PG. 1993 Q1 W/ SILT BASIN 1 I
I I WILD
I� n5 FT
3 FT TBASI LENGTH - 11 FT
I SCALE IN FEET
J 15 0 15 30 45
10.0 AT&T ASEMENT ¢ I
r DB. 1248 G. 1326 �o + SCALE: 1` = 30 FT
I w I
iLEGEND
I I I¢ DRAINAGE CULVERTS-----1a CONTOUR
EDGE OF PAVEMENT
PIPE TYPE SIZE LENGTH SLOPE INVERT INVERT
NO. IN. FT. x IN OUT - - PROPERTY LINE
ELEV. ELEV.
Q4 P-1• HDPE OR RCP 18 62 0.30 41.22 41.03 " N EXISTING STORM DRAIN CULVERT
P-2 HDPE OR RCP 18 138 0.30 42.55 42.14 r-■ ■ PROPOSED SILT FENCE
P-3 HDPE OR RCP 18 138 1 0.30 42.97 42.55
CLEARING LIMITS
P-4 HDPE OR RCP 15 88 0.30 43.23 42.97
DRAINAGE BOUNDARY FOR WET POND
P-5 HDPE OR RCP 15 172 0.30 43.75 43.23
IVERSION BERM
4 P-6+ HDPE OR RCP 15 40 0.30 44.00 43.88 D
4 P-7 HDPE OR RCP 15 42 0.30 44.18 44.05
P-8 HDPE OR RCP 18 8 0.60 44.05 44.00
4 P-9 HDPE OR RCP 18 82 0.30 44.05 43.80
QP-10* HDPE OR RCP 24 28 0.30 43.80 43.72
• LENGTH INCLUDES A FLARED END SECTION
DEVELOPER
TERRELL HORTON
2412 HIGHLAND DRIVE
WILMINGTON
NORTH CAROLINA 28403
3177 WRIGHTSVILLE AVENUE
W K WILMIN TON,(910) INC76 24203
[phone]
Engineers DICKSON Raleigh, NC Asheville, NC
Planners Columbia, SC Charlotte, NC
Surveyors
5
ADDED CULDESAC & REDUCED STORAGE BUILDING SIZE
6/15/99
4
REVISED POND LAYOUT & CULVERT LENGTHS
1/14/99
3
ADDED STREETYARD AND SIDE LANDSCAPED YARD PER COUNTY COMMENTS
AND ADDED NOTE ABOUT BUFFER AREA FROM RESIDENTIAL LOT
10/ 9S29/
2
REVISED DRIVEWAY LOCATION & CULVERT LENGTH UNDER DRIVEWAY
8/13/98
1
ADDED SEDIMENT TRAP IN FRONT OF CULVERT PB
7/28/98
REV. NO.
DESCRIPTION
DATE
k. R E V I S I O N S
SEAL
19742
MARINE WAREHOUSE
GRADING, STORM
DRAINAGE &
EROSION CONTROL
S T 0' WATE
0
E C El V E
r OCT 0 61999 D
PROD #
1'yoz noo
Sheet No
C11111111111112
Of
S: �R6J€ET�\9j2s\sTE\siTES.BWI

N/F McDOWELL
DB. 1883 PG. 258
I
10.0 AT&T EASEMENT
DEL 1248 PG. 1326
69.2 FT
t
� 3
ago
GRAVEL
138.6 FT —
t
N
109.5 FT �+
F-
N/F LENS
DB. 1398 PG. 1993
0
0
o:
_J
Q
o:
POND DIMENSIONS A
1„=20'
DEVELOPER
TERRELL HORTON
2412 HIGHLAND DRIVE
WILMINGTON
NORTH CAROLINA 28403
3177 WRIGHTSVILLE AVENUE
WK WILMING 20
(910) 10) 76 762-424200
Engineers DICKSON Raleigh, NC Asheville, NC
Planners Columbia, SC Charlotte, NC
Surveyors
120.0 FT
N/F HENEGAR
DB. 726 PG. 488
301.9 FT
220.0 FT —
EIP
N/F BLANTON
DB. 1285 PG. 224
G
0
m
90.6 FT
12.0 F —
LEND OF ASPHALT
44.3 FT
L
0
m
23J 8 FT
67.0 FT 4—�R
474 S o pQl— 38.1 FTITJ
m o
25 FT RADIUS OUTDOOR STORAGE m
5
�—1 1ss FT I
-4 14.5 Fr
— 1J&6 R
t RETAIL BUILDING o
v,�S. > s F.F. 49.1
r s
x < PROPOSED TRAILER `�/ 4.0FT
C�,Xv STORAGE
142.0 iT -1 100.0 FT Q
EIP 7
N/F THOMPSON
DB. 1296 PG. 1697
I
3
REVISED POND SITE DIMENSIONS
10/5/99
2
REVISED DIMENSIONS DUE TO COUNTY CHANGES
10/29/98
1
REVISED DIMENSIONS DUE TO CHANGE IN DRIVEWAY
8/14/98
REV. NO.
DESCRIPTION
1 DATE
R E V I S I O N S
PAVING NOTES:
ASPHALT PAVING: 1 1/2" 1-1
6" ABC
COMPACTED SUBBASE
PAVEMENT MARKING NOTE:
ALL PARKING AREA PAVEMENT MARKINGS SHALL BE IN
ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES AND THE AMERICAN'S WITH
DISABILITIES ACT USING PERMANENT PAVEMENT
MARINE WAREHOUSE
L®-T
ASPHALT
t
0
q
JO
N
31.7 FT �{
+
T
Z
o
�
a
Y m—I
16.0 Fr
o: a
d
I
STORAGE
m
24.0 FT
I�
o
— 20.0 FT
— —
— — EIP
124.0 FT
N/F THOMPSON
DB. 1296 PG. 1699
It
DIMENSIONED LAYOUT
& PAVING PLAN
I— F—
W w
Y W
Q
Sheet No
C-3
Of
T
7.
S: \PROJECTS\9729\SI IE\9 TES.DVK

I
EROSION CONTROL NOTES
i
UPSTREAM WIDTH = 6.0 FT
DOWLENNSTREAM
TH 8.0 FT
DEPTH �8 IN
MANhOLE
:0
A
Moms
N/F McDOWELL
Di .II
195 S.F. CLASS 8 RIPRAP
b
p1 Q
-Q_
31.5 SF CLA
RIPRAP
UPSTREAM
4.5
FT
=
FT
DOWNSTREAM
LEN TH
DETPTM=-618
6.0
FT
0
10
-y
10.0 AT&T ASEMENT
DB. 1248 G. 1326
Q
I W
o
o
I
I
Im
I
DEVELOPER
TERRELL HORTON
2412 HIGHLAND DRIVE
MLMINGTON
NORTH CAROLINA 28403
�-- .DROP--NLE
RIM = 46.60
MANHOLE INV IN - 42.14
RIM = 47.20 INV OUT = 41.22
INV IN = 44.05 (18-INCH)
INV IN = 44.05 (15-INCH) N/F HENEGAR
INV OUT = 44.15 I
DB. 726 PG. 488
N/F LEWIS I TEMPORARY ROCK CHECK DAM
DB. 1398 PG. 1993 Qt W/ SILT BASIN
SILT BASIN LENGTH = 11 FT
WIDTH = 5 FT
DEPTH = 3 FT
3177 WRIGHTSVILLE AVENUE
W K W LMIN TON,(910) 76 24200
(9,0) 762-4200
Engineers DICKSON Raleigh, NC Asheville, NC
Planners Columbia, SC Charlotte, NC
Surveyors
DRIVE
SEQUENCE OF CONSTRUCTION
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION AT ENTRANCE
2. INSTALL ALL SILT FENCE ON SITE
3. CLEAR & GRUB SITE
4. CONSTRUCT POND (IF POND TO BE USED FOR SEDIMENT TRAP DURING
CONSTRUCTION, POND TO BE CLEANED OF SEDIMENT TO PERMITTED DEPTH)
5. CONSTRUCT SITE DRAINAGE COLLECTION SYSTEM AND COMPLETE SITE GRADING
6. UTILIZE TEMPORARY DIVERSION DITCHES AND SEDIMENT FENCES TO PREVENT
SEDIMENT FROM LEAVING PROJECT LIMITS
7. PROVIDE ADDITIONAL SEDIMENT FENCE, IF NECESSARY, AROUND TEMPORARY
STOCKPILES AND BACKSLOPES
8. CONSTRUCT BUILDINGS AND PAVEMENT
9. SPRIG, SOD AND PLANT UNPAVED SURFACES WITHIN 30 DAYS OF BRINGING
SURFACES UP TO FINAL GRADES
10. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE -CONSTRUCTION CONDITIONS
ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES
11. AFTER SITE PAVING CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY
EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL.
12. REMOVE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL.
+¢ b N 33'21"
SOTORAGE
DROP INLET.
RIM = 46.80
I AREA 10 REMAIN NATURAL FOR THE 33' BUFFER
1
5
ADDED CULDESAC & REDUCED STORAGE BUILDING SIZE
6/15/99
4
REVISED POND LAYOUT & CULVERT LENGTHS
1/14/99
3
ADDED STREETYARD AND SIDE LANDSCAPED YARD PER COUNTY COMMENTS
AND ADDED NOTE ABOUT BUFFER AREA FROM RESIDENTIAL LOT
10/ 9829/
2
REVISED DRIVEWAY LOCATION & CULVERT LENGTH UNDER DRIVEWAY
8/13/98
1
ADDED SEDIMENT TRAP IN FRONT OF CULVERT P8
7/28/98
REV. NO.
DESCRIPTION
DATE
R E V I S 1 0 N S
N/F BLANTON
DB. 1285 PG. 224
DROP INLET
RIM = 46.40
+
GRASSED
O�
GAP �
NOTE: 1) ALL BUILDINGS SHALL HAVE ROOF DRAINS THAT WILL
BE DIRECTED TO THE STORM DRAINAGE COLLECTION SYSTEM
OR FOREBAY OF THE POND.
2) THERE ARE NO WETLANDS ON SITE.
3) LANDSCAPE TIMBERS TO BE PLACED AROUND ALL
LANDSCAPE ISLANDS.
4) VEHICULAR USE AREA = 22,034 SF
REQUIRED LANDSCAPING (8%) = 1,763 SF
PROVIDED LANDSCAPING = 1,903 SF
5) ALL LANDSCAPING TO MEET NEW HANOVER COUNTY REQUIREMENTS
f
OUTDOOR STORAGE
BOAT
LIFT
AREA
r\
DROP INLET PROTECTION (TYP.)
PROPOSED BERM
8' LANDSCAPED STRIP EXISTING EDGE OF PARMCLOT ELEV 47.6
DROP INLET
RIM = 46.70
SILT FENCE INV = 43.75
IY
6' 1
OUTDOOR STORAGE
RETAIL BUIL(
/P.F. 49.1
EIP
-270.48` T
OP INLET
RIM = 46.60 -
INV = 42.97
N/F THOMPSON I
DB. 1296 PG. 1697
I
DRAINAGE CULVERTS
PIPE
NO.
TYPE
SIZE
IN.
LENGTH
FT.
SLOPE
y,
INVERT
IN
ELEV.
INVERT
OUT
ELEV.
P-1 R
HOPE OR RCP
18
62
0.30
41.22
41.03
P-2
HOPE OR RCP
18
138
0.30
42.55
42.14
P-3
HDPE OR RCP
18
138
0.30
42.97
42.55
P-4
HOPE OR RCP
15
88
0.30
43.23
42.97
P-5
HOPE OR RCP
15
172
0.30
43.75
43.23
P-6•
HOPE OR RCP
15
40
0.30
44.00
43.88
P-7
HOPE OR RCP
15
42
0.30
44.18
44.05
P-8
HOPE OR RCP
18
8
0.60
44.05
44.00
P-9
HOPE OR RCP
1 18
1 82
1 0.30
1 44.05
1 43.80
P-10*
HOPE OR RCP
1 24
1 28
1 0.30
1 43.80
1 43.72
LENGTH INCLUDES A FLARED END SECTION
Date
7/7/98
Scale
NOR. = 1'=30'
Drawl :
MNH
Checked :
DED
Project No
1N9729.80
/i ru k
MARINE WAREHOUSE
+ ASPHAL
F� 4s 9
7
as
B z
EL 47.6
;F
(�+
-_- S-52'47'50E -- I
207.81' '17
APPROXIMATE C'IOPY OF -
TREE 1'0 BE REMO iEU
N/F 'HOMPSON
DB. 1',.'96 PG. 1699
■
4-INCH PVC SEWER SERVICE
EXISTING SANITARY SEWER CLEANOUT
- --f"'� EXISTING IV RCP
TEMPORARY GRAVEL DISTURBED AREA BOUNDARY
CONSTRUCTION ENTRANCE 7_1EPI
y
Y.i < ){j.
-
kV"
Y r
E�
d
i
I"E
Q
j W
'y
w
Ca
v,ST6RAGE
Iliw
Zw-(M
aQ11 V)
�
0
00
NU 1n
' EIP
2L
32 L.F. 18" RCP
I- I-
LI_.I LLJ
Y LLI
Q�
Q -
INV = 44.30
-\EXISTING SANITARY SEWER CLEANOUT
EXISTING EDGE OF PAVEMENT
EX SSMH
RIM .+ 46.97
IIIV 91.L0
SCALE IN FEET
15 0 15 30 45
MENITMOMMI
SCALE: 1" = 30 FT
LEGEND
- --- CONTOUR
EDGE OF PAVEMENT
PROPERTY LINE
eIt" 2 EXISTING STORM DRAIN CULVERT
-�-■ ■ PROPOSED SILT FENCE
sees! Is w CLEARING LIMITS
DRAINAGE BOUNDARY FOR WET POND
DIVERSION BERM
GRADING, STORM
DRAINAGE &
EROSION CONTROL
i V tH
E C E I V E
OCT 0 61999 D
P80j # �w� % Jtto
Sheet No :
c-2
I Of
S: \PROJECTS
T€5.DWG

L
N/F McDOWELL
DB. 1883 PG. 258
10.0 AT&T EASEMENT
IF DB. 1248 PG. 1326
109.5 R
3
69.2 FT — — — —
POND DIMENSIONS 0
1"=20'
DEVELOPER
TERRELL HORTON
2412 HIGHLAND DRIVE
WILMINGTON
NORTH CAROLINA 28403
N/F LEWIS
DB. 1398 PG. 1993
t
0
301.9 FT —
t
0
2.0 R �-
N/F BLANTON
DB. 1285 PG. 224
90.6 R
— _ 44.3 R �I—
END OF ASPHALT
El171.6 R
............... 491— —
t
2J3.8 R
99.9
It
zzo.o R ,t, *T ASPHALT It
07.0 R 4�.R .p,, n
t t O'`), 31.7 FT
0 474 S o % ♦- 3&t FT
T� as>° `` 3 / 25 FTRn US OUTDOOR STORAGE m I r +
14.5R _ Y I C m� 18.0 RI
ICI GRAVELIFAT
STORAGE t
`Y 13&6 R 13&6 R
m a m
255.eR Y vk xx .,� RETFIF.649LDING g I z4.°Rm
4
PROPOSED TRAILER x;�, 4.oR '
'-,�yy( /�,> `STORA�G�Ev '} 1 1
c hIz
v�•iE h.j(,�.Y�,. / o o _. 20.0 R.
1 t T
442.0 Fr 100.0 FT
n T d I! 30.7 R
EIP
120.0 Fr EIP EIP ,24.0 R
' N/F HENEGAR N/F THOMPSON - I N/F THOMPSON
DB. 726 PG. 488 I
DB. 1296 PG. 1697 DB. 1296 PG. 1699
I I
I
3177 WRIGHTSVILLE AVENUE
pahk Fff W K WILMINGTON,(910) 76 24200
[phone]
Engineers DICKSON Raleigh, NC Asheville, NC
Planners Columbia, SC Charlotte, NC
Surveyors
3
REVISED POND SITE DIMENSIONS
10/5/09
2
REVISED DIMENSIONS DUE TO COUNTY CHANGES
10/29/98
1
REVISED DIMENSIONS DUE TO CHANGE IN DRIVEWAY
8/14/98
REV. NO.
DESCRIPTION
DATE
R E V I S I O N S
PAVING NOTES:
ASPHALT PAVING: 1 1/2" 1-1
6" ABC
COMPACTED SUBBASE
PAVEMENT MARKING NOTE:
ALL PARKING AREA PAVEMENT MARKINGS SHALL BE IN
ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES AND THE AMERICAN'S WITH
DISABILITIES ACT USING PERMANENT PAVEMENT
MARINE WAREHOUSE
0
w
l k I
Q SEAL
y i 19742 o
•;fNGINEl: ••QCI�.`
"** CHOLAS �P�`�`
DIMENSIONED LAYOUT
& PAVING PLAN
Sheet No :
C-3
Of
1
ES.DWG

EROSION CONTROL NOTES
SEQUENCE OF CONSTRUCTION
It
N/F McDOWELL
DB. 1883 PG. 258
B-2 ZONING
195 S.F. CLASS B R!PRAP
E E GENCY S,.Tli WA'f -t ( -
j 56 Sr CLAS7 B RIPRAP
J r UPCTREAM V10T1 = 6.0 F`
1J j� r DO+',:NSTREAM WIDTH = 8.0 FT
1 LEtd:3 rH, -- 8.0 FT
j DEFT'r± 1g 1tJ
rIM
OUTLET RUCTUP.E
DETAIL MEET C-4,'. 1 Jj / EX :+aNHOLE
V t / = 47.20
PROPOSED SILT FENCE
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
2.INSTALL ALL SILT FENCE AS SHOWN ON THE PLANS
3. CONSTRUCT BUILDINGS AND PAVEMENT
4. SPRIG, SOD AND PLANT UNPAVED SURFACES WITHIN 30 DAYS OF BRINGING
SURFACES UP TO FINAL GRADES
5. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE -CONSTRUCTION CONDITIONS
8. ANY AREAS OUTSIDE THE PROJECT UMITS THAT MAY INADVERTENTLY BE
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES
7. AFTER SITE PAVING CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY
EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL.
8. REMOVE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL.
LI
O
O +04R
N
N/F BLANTON
DB. 1285 PG. 224
B-2 ZONING
EX ;ij =
INLET
RiA# = 40.40
.. W
NOTE: 1) ALL BUILDINGS SHALL HAVE ROOF DRAINS THAT WILL
BE DIRECTED TO THE STORM DRAINAGE COLLECTION SYSTEM
OR FOREBAY OF THE POND.
2) THERE ARE NO WETLANDS ON SITE.
3) LANDSCAPE TIMBERS OR EXTRUDED CURBING TO BE
PLACED AROUND ALL LANDSCAPE ISLANDS.
4) VEHICULAR USE AREA = 23,347 SF
REQUIRED LANDSCAPING (8%) = 1,868 SF
PROVIDED LANDSCAPING = 1,877 SF
5) ALL LANDSCAPING TO MEET NEW HANOVER COUNTY REQUIREMENTS
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
EXIS iN^ 8' LANDSCAPED
j SRIP 'r:j 10 TREES
_1 I ENS1wG EDGE OF PARKING LOT
j;
•�' !
�( - 1 47 -j tzD FT81.0 FT F- 25.9 FT -i
! ` `
47 a� \ \ �\ \ \ \ J I
Fr LA ^ 220 sf
w 0 '• �� 3 125.0 FT Q 2285 9.o O
i�
e\s\\�� �° oWAREH E STORAG &RENTAL v -T
! s ! A), Sao F.F. 47 8 Z - -
G GO SS -SS Sco/ ss ss
t l !+N ., F 2i.'. 9 aArb
- .. -- ... ..- . r� x EXISTING BOA T
47.;0. ... f \ .. _ Ai �... ... .. 1 " - .�.v,' '`74 ` '
6W EXISTING RAC EL .D IVE _ P3) E� L ISEA
� -- v���` t :i I 1` 1c' �.x �.' v�krY' B, \'
IrlFi ISTIT:t IhT
GJL JV VU t
ct •. _. /� -. - I Zf
0L1i41 2_1 tl r�
5. 7 i PINE \
120.0 I'T
�•
r'riOAK It12"
12• PI
SF CLASS B RIPRAP
/ -- "'" -
RIBA = 46.60 _---- - -"
,4 IH = 4.5 F7
F
'- X VAN1Jl.:
INV IN = 42.14
EAM WIDTH = 6.0 FT
RIM = 4' 0 \
INV OUT = 41.22
1UPSTREAM
LEP TH = 60 FT'
N1 IN = is .�; r,3 1[J 'H)
DEPTH = 18 IN y
•N l IN = 44.05 (.15-INCH)
3
lNV OUT = 44.D
N/F HENEGAR
DB. 726 PG. 488
'\,
O
��
R-15 ZONING
'.
N/F LEWIS
TEMPORARY ROCK. CHECY. DAM
o
IX
DB. 1398 PG. 1993 1`
xti/ SILT BASIN
'
f
B-2 ZONING
S!LT BASIN LENGTH = 11 FT
a
;WDTH = 5 FT
a
DEPTH = 3 FT
r
10.0 AT&T ASEMENT, a
D6. 1248 G. 1326
'z
o
1
m
�Z
Q
DEVELOPER
TERRELL HORTON
2412 HIGHLAND DRIVE
WILMINGTON
NORTH CAROLINA 28403
ifHA R G R O VE 3715 NEEDLE SOUND WAY
ENGINEERING WILMIN(90)45229452
[phone]
EX DROP
RL
.! 4i
INV = 4,
AREA �0 REMAIN NATURAL OR RELANDSCAPED
FOR Tit 33' BUFFER
1
REVISED SITE FOR NEW BUILDING
2/28/00
REV. N0.
DESCRIPTION
DATE
R E V I S 1 0 N S
OAT 12' OAK
r
t'X DROP '\&ET
RIM = 46.160
INV = 42.97
N/F THOMPSON
DB_ 1296 PG. 1697
B-2 ZONING
EXISTING DP.AINa°:=t ""JI- 'ER1S
I PIPE
I TYPE
I SIZE
LENGT i I
SVO'E
i ;N'v_PT
iNVErt
NO,
:N-
FT. I
o
I I,'N
I OUT
4-
1
t
I
ELEV.
1
Et.Ev. j
P-1•
I HDFE OR
I
RCP , 18
62 +
0.
P-211HDPE
OR
RCP i i8
! 138 I
0-3D
i 4_.55
I 42�.114'� i
P-3
i HDPE OP.
RCP I 18
138 !
�88
0.3'T
+T- F' 07
I 4' 5S
i P-4
I HOP- OR
RCP 15
03'>
I 4,3. 3
' 42,97 !
P-5
HOPE OR
RCP 15
I 172
0. ,)
43.15
i 43.2.3 1
�r^-&'
-7
HDPE OR
! HDPE OR
RCP �� 15
RCP I I.-
40
42 !
0.30
0.3'.
44.'_*
� da.IS
I 43.83
44.05
P-8 HDPE OR
RCP I 18
I 8
r
0.6'j
_
I .4405
( 44.00 ;
r--�.-1f
i P-9
F'E--vP
R.CP 18
82
G.30
41 w'05
,
-43.80
P-iD•
I HDPE %R
i
RCP I 24
_i�---�.-1
28 0.?::
' 43 30
_ -
43.72 j
LENGTH INCL IDES A FLAPED END ^Fr-,)N
Date :
2/28/00
Scale : -
HOR - 1'-30'
Drawn
MNH
Checked :
MNH
Project No
2003
-t-
OUTDOOR STORAGE
ASPHALT
EXISTIN1 RETAIL ENUILDING
jr.F . 49.1 \\
TWIN
PROPOSED BERM
FLEV 47.6
t EX DROP INLET
} RIM = 46.70
4 INW. = 43.75
EIPI 207.81,E -
ga
$
ASPHALT
' N/F THOMPSON
DB. 1296 PG. 1699
B-2 ZONING
MARINE WAREHOUSE
SEAL
19742
ASPHAL
4-INCH PVC SEWER. SERVICE
0
1
::a
� EX571NG 16' RCP
::DiSTUWRBED AREA BOUNDARY
s�
w
ZZ
N O
V
rn
Z2.�,
/- 32 L.F. 18" RL'P
Lt.l LLJ
Y W
Q
INV = 44.30
D% -ISIING SAMTARY SEWER CLEANOUT
\
DOSTING EDGE OF PAVEMENT
EX S:,MH
RIM - 49.97
INV - 41.20
SCALE IN FEET
15 a 15 30 45
SCALE: 1" = 30 FT
LEGEND
14 CONTOUR
EDGE OF PAVEMENT
PROPERTY LINE
■f EXISTING STORM DRAIN CULVERT
-r-■A- PROPOSED SILT FENCE
DIVERSION BERM
EXISTING GRAVEL DRIVE
GRADING, STORM DRAINAGE
EROSION CONTROL
& DIMENSIONED LAYOUT
Sheet No :
C-2
Of

ATTACH GRATE TO CULVERT
6" MIN.
2"-3"
COARSE AGGREGATE
12' MIN.
TEMPORARY CONSTRUCTION
ENTRANCE/EXIT
N-T.S
LINE WIRES MIN. _
#12-1/2 GUAGE
VARIES AS DIRECTED BY ENGINEER (10' MAX.)
STAY WIRES MIN.
MAC � •� v v v5/�1
BOTTOM r e
I
I
I
4
4
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES W/12 STAY SPACING
2. FILTER FABRIC SHALL BE A MINIMUM OF
36" IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE AS DIRECTED
BY THE ENGINEER
3. STEEL POSS SHALL BE 5' 0" IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
4. WOOD POSTS SHILL BE A MINIMUM OF 6'
IN HEIGHT AND 3 OR MORE IN DIAMETER
WIRE FABRIC SHALL BE FASTENED TO WOODEN
POST )41TH NOT LESS THAN #9 WIRE STAPLES
1-1/2 LONG
SEEDING MIXTURE RATE (LB/ACRE)
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
COMMON BERMUDAGRASS 10
GERMAN MILLET 10
SEEDING DATES: APRIL 1 — JULY 15
APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH
APPLY 3000 LB/ACRE GROUND AGRICULTURE LIMESTONE
APPLY 500 LB ACRE 10-10-10 FERTILIZER
BERMUDAGRASS MAY BE REPLACED WITH 5 LB/ACRE CENTIPEDEGRASS
PERMANENT SEEDING
GALVANIZED BAR GRATING 1' x 1/8" BEARING BARS.
FASTEN WITH J—CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 1/4"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
STEEL OR WOOD POST
FILTER FABRIC
r FILL SLOPE
0
GROUND LINE 1
z
"'
2,-2.
is
I
0
NF
p0
3
ANCHOR FILTER FABRIC
L SKIRT AS DIRECTED BY
THE ENGINEER
GUIDELINES FOR
TEMPORARY SILT
FENCE DETAIL
NT9
WINTER AND EARLY SPRING SUMMER
SEEDING MIXTURE . RATE (LB/ACRE) SEEDING MIXTURE RATE (LB/ACRE)
RYE (GRAIN) 120 GERMAN MILLET 40
ANNUAL LESPEDEZA (KOBE) 50
OMIT ANNUAL LESPEDEZA WHEN DURA11ON OF TEMPORARY SEEDING DATES: APRIL 15 — AUG 15
COVER IS NOT TO EXTEND BEYOND JUNE. APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH
APPLY 2000 LBZACRE GROUND AGRICULTURE LIMESTONE
SEEDING DATES: DEC 1 — APRIL 15 APPLY 750 LB ACRE 10-10-10 FERTILIZER
APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH
APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE
APPLY 750 LB ACRE 10-10-10 FERTILIZER
1—INCH STORAGE ELEV. = 44.95
•� 15" CULVERT
PRECASE BOX (24" X 24")
NORMAL POOL EL 44.00 IE 44.00
OUTLET CONTROL PIPE .. e
n;
1" PVC PIPE '
NOTES:
1. CATCH BASIN BASE SHALL BE PRECAST
CONCRETE AND CONFORM TO ASTM C-478.
2- OUTLET CONTROL PIPE SHALL BE 1 INCH
SHC-40 PVC PIPE W/ 45' BEND
3. FRAME & GRATE SHALL BE DEWEY BROS.
NO. CH-8N-3A
OUTLET CONTROL DETAIL
FALL
SEEDING MIXTURE RATE (LB/ACRE)
RYE (GRAIN) 120
SEEDING DATES: DEC 1 — APRIL 15
APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH
APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE
APPLY 1000 LB/ACRE 10-10-10 FERTILIZER
N.T.S.
PLAN VIEW
)F RIPRAP OR APPROVED EQUAL FILTER FABRIC
SECTION A —A
RIPRAP OUTLET
PROTECTION DETAIL
N.T.S.
TEMPORARY SEEDING
8` 2, 8.
A p
a
Z V
a e O' CONTINUOUS
CONCRETE COPING
e
,•. - Legend and Border. Green
o� 2'-0" MIN. . White Symbol On Blue Background
A A ro \O A 8' 8 RESERVED ! Background: White
I- , \ OUTLET PIPE ESER PARKING
C 3/4" CEMENT P O Bottom of PARxa1G Bottom of 0 I Type R7-8o Parking Sign
PLASTER TYP. R7-8o ® R7-8a ® Approved For Use Under General
•r ALL SIDES ® �gn sign Statute 20-37.6
m
' STEPS
M
�
a• U)
Legend and Border. Green
MAXIMUM Background: White
< co PENALTY
SIGNS TO
a $100 R7-8ol Penalty Signs Are
BE MOUNTED - cs -m.e Required To Accompany All
4'-0' INLET OUTLET ON WALL OF R7-8 or R7-8a Parking Signs
! PIPE
4" ; f PIPE BUILDING Erected After December 31,1990
PLAN "°'
Finish Grade Finish Grade
C
NOTE: jII ,emu Uit I I I III IuI II II II
FRAME AND GRATE TO BE STANDARD CITY SECTION ,I A— A„
OF WILMINGTON CAST IRON FRAME AND GRATEI II III
DEWEY BROS. CH—BN-3A
DROP INLET HANDICAPPED SIGN DETAIL
N.T.S.
N.T.S.
DEVELOPER
TERRELL HORTON
2412 HIGHLAND DRIVE
WILMINGTON
NORTH CAROLINA 28403
HARGROVE
ENGINEERIN
3715 NEEDLE SOUND WAY
G WILMINGTON, NC 28409
[phone]
[phone]
DESCRIPTION
III
(•
J
TOP OF BANK ELEV 47.0
6:1 SIDESLOPE
BEGINS AT ELEV 43.0 AND
ENDS AT ELEV 44.00
ELEV 47.0
9-(MIN)
WATER FLOW CLASS 1 OR B
EROSION CONTROL
STONE
6" NCDOT #57
WASHED STONE
FILTER FABRIC 'n
A
A
3:1 SIDESLOPE 7
1—INCH STORAGE ELEV 44.95
NORMAL POOL ELEV 44.00 — 10 FT NORMAL POOL ELEV 44.00
1\ 3:1 SIDESLOPE
SECTION A —A
FORE BAY L BERM ELEV 44.00
BOTTOM ELEV 41.0
A
3:1 SIDESLOPE
3:1 SIDESLOPE —
ELEV 44.0
ELEV 43.5
12 FT
SECTION A —A
3:1 SIDESLOPE
POND BOTTOM /
BOTTOM ELEV 39.50
3:1 SIDELOPE
ELEV 44.0
CLASS B RIPRAP
12—INCH THICK
TYPICAL POND X-SECTION
36" MAX AT CENTER
ROCK CHECK DAM
N.T.S.
1 STAKE AT
EACH CORNER
E
I —._• .,_-. e3
SILT BARRIER FENCE SECTION A — A
NOTE: FOR CURB INLETS AND DROP INLETS
DROP INLET PROTECTION DETAIL
N.T.S.
COMPACTED SOIL GRASSED —� '1 1' MIN. 1-
6" MIN
5' TYPICAL -I Y
DIVERSION BERM
N.T.S.
MARINE WAREHOUSE
N.T.S.
ELEV 47.0
3:1 SIDESLOPE
ELEV 47.0
6:1 SIDESLOPE
BEGINS AT ELEV 43.0 AND
ENDS AT El EV 44.00
A
EXISTING 13'-0" --I I- — 13'-0" :i - PAVEMENT
50'-0"
PLAN
DRIVEWAY FOR STREETS WITH NO CURB
N.T.S.
SEAL
19742
MISCELLANEOUS DETAILS
r
Sheet No
C-4
Of

NATURAL LANDSCAPE AREA
TREES TO BE SAVED
BOAT & TRAILER STORAGE AREA
COASTAL STORAGE INC.
DB. 2672 PG. 861
B-2 ZONING
:1C
Mrk
EROSION CONTROL NOTES
SEQUENCE OF CONSTRUCTION
1. EXISTING GRAVEL DRIVE TO ACT AS CONSTRUCTION ENTRANCE
2. INSTALL ALL SILT FENCE ON SITE AND TEMPORARY SEDIMENT TRAPS W/ ROCK CHECK DAMS.
3. CLEAR & GRUB SITE
4. MODIFY POND DIMENSIONS (IF POND TO BE USED FOR SEDIMENT TRAP DURING
CONSTRUCTION, POND TO BE CLEANED OF SEDIMENT TO PERMITTED DEPTH)
5. CONSTRUCT SITE DRAINAGE COLLECTION SYSTEM AND COMPLETE SITE GRADING
6. UTILIZE TEMPORARY DIVERSION DITCHES AND SEDIMENT FENCES TO PREVENT
SEDIMENT FROM LEAVING PROJECT LIMITS
7. PROVIDE ADDITIONAL SEDIMENT FENCE, IF NECESSARY, AROUND TEMPORARY
STOCKPILES AND BACKSLOPES
8. CONSTRUCT BUILDINGS AND PAVEMENT
9. ALL DENUDED AREAS MUST BE STABILIZED WITHIN THIRTY (30) DAYS OF COMPLETION OF
ANY LAND DISTURBING ACTIVITY. ALL SLOPES INCLUDING DITCHES AND STOCKPILES MUST BE
STABILIZED WITHIN 15 DAYS OF COMPLETION OF ANY LAND DISTURBING ACTIVITY.
10. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE —CONSTRUCTION CONDITIONS
ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES
11, AFTER SITE PAVING CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY
EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL.
12. REMOVE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL.
,11
PROPOSED SILT FENCE
y y,
REMOVE DEBRIS AND RESTORE
w .
......
DITCH TO ORIGINAL CONTOURS
yp
Ir E TF ,zTrc
3:1 MAX SIDE SLOPE
$
.
.(STORAGE'
a
AREA}
- r
-
,�
'
1,325sf..
.. ... ..'.
1�.,dbwlc
'
1.
24.0
t�
Z
,rrEtE
y, ,reME
_
7 ~1` -
' .. HICLE U ~ AREA)
)
(t 404 WET iLANDS W) o ; F
/ �a
A W
NEW DISTURBED AREA
J (23.753 SF y
/
sroixE
J4 = -
y ,a. NEE
RELOCATE EXISTING RIRAP 0lA E
4
88 S.F. CLASS B RIPRAP
4 MANHOLE
ADD' RIPRAP IF NEEDED avN{c
RIM = 47.4
HDPE %,�I
tr'.uvwc "`
DROP INLET W/ INLET PROTECTFQµ
y/
,rrNE INV = 43.6
.W
12 L.F. 30," ®0 3%
., ,rN�wE . °
i,
(rt°i ..
%�s. I�Naq
a,. . RIM..*. 4615__ ....., ...
....
L 1S
80 SF CLASS B
IN ,rN
��t01M'IE .
I ,ovwle
EXISTING OUTLET
STRUCTURE
r O
&rer
3
N/F McDOWELL iLl`g
DEL 1883 PG. 258 Y)
B-2 ZONING �i 0'
010'6.K
N •atEmer � _� I
4O
EXISTING RIPRAP7--7-
95 SF CLASS B RIPRAP
r.,. DRAIN,
DEVELOPER
TERRELL HORTON
2412 HIGHLAND DRIVE
WILMINGTON
NORTH CAROLINA 28403
DRAINAGE AREA
T_ LANDSCAPE ISLAND
Y
3
82 L.F. 18' CORRUGATE
HOPE ® 0.3%
INV IN = 44.14
SCALE IN FEET
15 0 15 30 45
SCALE: 1" = 30 FT
4
ADDED MANHOLE, 30" CULVERT & RELOCATED EMERGENCY SPILLWAY
8/6/00
3
REVISED DIMENSIONS ON SEDIMENT TRAP
7/5/00
2
ADDED NOTE ABOUT 15 DAY SLOPE STABILIZATION
6/12/00
1
ADDED NEW AREA FOR BOAT & TRAILER STORAGE
5/16/00
PEV,NO.
DESCRIPTION
DATE
R E V I S I O N S
NOTE: 1) ALL BUILDINGS SHALL HAVE ROOF DRAINS THAT WALL
BE DIRECTED TO THE STORM DRAINAGE COLLECTION SYSTEM
OR FOREBAY OF THE POND.
2) WETLANDS HAVE BEEN DELINEATED ON SITE
14,158 SF OF WETLANDS WILL BE FILLED WHICH IS LESS THAN 1/3 OF AN ACRE
3) CONCRETE EXTRUDED CURB TO BE PLACED AROUND ALL
LANDSCAPE ISLANDS.
4) VEHICULAR USE AREA = 27,322 SF
REQUIRED LANDSCAPING (8%) = 2,266 SF
PROVIDED LANDSCAPING = 3,202 SF
5) ALL LANDSCAPING TO MEET NEW HANOVER COUNTY REQUIREMENTS
N/F BLANTON
DB. 1285 PG. 224
B-2 ZONING
�
m
"por
ru m �
N/F THOMPSON
DB. 1296 PG. 1697
B-2 ZONING
TEMPORARY GRAVEL
CONSMUCTION ENTRANCE
LEXISTNM EDGE OF PARKING LOT
iz s~;1'r_ au�-c �.A "z. - ut�as.- u�� � •g as+z � . � �. °*%'>5� e+z .—n "�
S 52 47E5r E
EIP 257"81EIP
IN/F THOMPSON
DB. 1296 PG. 1699 ,
I B-2 ZONING APPRIMEE D
LEGEND NORTH CAROLINA ENVIR
MANAGEMENT COMMISSION
DIVISIONS OF WATER QUALITY
14 0
CONTOUR Date 2 / dV 2.t,),90
EDGE OF PAVEMENT Storm mter pwmlt No <[A r 2 9 ToWfil o
PROPERTY LINE
t� t� ■ EXISTING STORM DRAIN CULVERT
■ ■ ■ PROPOSED SILT FENCE
-' '='N* CLEARING LIMITS
DRAINAGE BOUNDARY FOR WET POND
LANDSCAPING
NEW BOAT & TRAILER STORAGE
ElDROP INLET PROTECTION
MARINE WAREHOUSE
SEAL
19742
4/0 d
I- I`_
bi w
NY W
Q I-
v)
TO � rr A
RECEIVED
AUG 15 2000
DWFF��
PROD#wff
Sheet No
C-2
Of

W_
T
3
N/F McDOWELL iv'4
DB. 1883 PG. 255 -n to
'o
B-2 ZONING v
µN'O
N
DEVELOPER
TERRELL HORTON
2412 HIGHLAND DRIVE
WILMINGTON
NORTH CAROLINA 28403
./ , f
Z6L8t
IUS
All Nv'.155
N 55'36'43" W
527.93 FT
79.3 FT
47
144
41
a t
A
8
131.34' 8.3 FT
I
COASTAL STORAGE INC.
DB. 2672 PG. 861
B-2 ZONING
45
z
�L4
D N
w W�n 4!
N
'I V:
m
LEGEND
-14 CONTOUR
EDGE OF PAVEMENT
PROPERTY LINE
■ EXISTING STORM DRAIN CULVERT
i—E�— PROPOSED SILT FENCE
CLEARING LIMITS
DRAINAGE BOUNDARY FOR WET POND
LANDSCAPING
BOAT & TRAILER STORAGE
ElDROP INLET PROTECTION
NEW BOAT & TRAILER STORAGE
94.0 FT
N F BLANTON TEMPORARY GRAVEL
/ CONSTRUCTION ENTRANCE
DB_ 1285 PG. 224
B-2 ZONING
•
t
220 sf
128.0R
J
3
WAREHOUSE STORAGE &
RENTALS
k..
F.F. 48.5
s '
0
T
3
to
EXISTING GRAVEL DRIVE
122.1 FT
N 5536'43" W S 52'4750" E
828,93 FT — — — — — —
207.81'
' N/F THOMPSON ' N/F THOMPSON
DO. 1296 PG. 1697 DB. 1296 PG. 1699
N/F LEWIS ' B-2 ZONING I B-2 ZONING
DO. 1398 PG. 1993 I
B-2 ZONING
N/F HENEGAR
DB. 726 PG. 488
R-15 ZONING
HEH A R G R 0 VE 3715 NEEDLE SOUND WAY
ENGINEERING WLMIN(9 0) 4 229452
[phone]
2
ADDED MANHOLE, 30" CULVERT & RELOCATED EMERGENCY SPILLWAY
8/6/00
1
ADDED NEW AREA FOR BOAT & TRAILER STORAGE
5/20/00
REV. NO.
DESCRIPTION
DATE
k. R E V I S I O N S
Dote
s/2/00
Scale :
Drawn
.MNH - 30 MARINE WAREHOUSE
Checked :
MNH
Project No :
2003
I M EN SI ON ED LAYOUT SH EE
In
I
I�
Sheet No :
C-3
Of

ATTACH GRATE TO CULVERT
50,
6" MIN.
12' MIN.
2" - \/
COARSE AGGREGATE
TEMPORARY CONSTRUCTION
ENHANCE/EXIT
N.T.S.
LINE WIRES MIN. _
#12-1/2 GUAGE
VARIES AS DIRECTED BY ENGINEER (10' MAX.)
IUr JIKANU MIN. #IV �UAO STAY WIRES MIN.
#12-1/2 GUAGE
BOTTOM STRAND MIN. #10 GU AGE
\
//
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHALT„ HAVE A MINIMUM OF 6
LINE WIRES W/12 STAY SPACING
2. FILTER FABRIC SHALL BE A MINIMUM OF
36" IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE AS DIRECTED
BY THE ENGINEER
3. STEEL POSS SHALL BE 5' 0" IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
4. WOOD POSTS SHALL BE A MINIMUM OF 6'
IN HEIGHT AND 3" OR MORE IN DIAMETER
RE FABRIC SHALL BE FASTENED TO WOODEN
POST WITH NOT LESS THAN #9 WIRE STAPLES
1-1/2" LONG
SEEDING MIXTURE RATE (LB/ACRE)
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
COMMON BERMUDAGRASS 10
GERMAN MILLET 10
SEEDING DATES: APRIL 1 - JULY 15
APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH
APPLY 3000 LB/ACRE GROUND AGRICULTURE LIMESTONE
APPLY 500 LB ACRE 10-10-10 FERTILIZER
BERMUDAGRASS MAY BE REPLACED WITH 5 LB/ACRE CENTIPEDEGRASS
PERMANENT SEEDING
GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 1/4"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
nn OUTLET STRUCTURE
.2
1-INCH STORAGE ELEV. = 45.00
STEEL OR WOOD POST
7-
tl
FILTER FABRIC
FILL SLOPE
0
GROUND LINE I ?
2'-2" \
= o / /
a \\
o:
OO
3 ANCHOR FILTER FABRIC
SKIRT AS DIRECTED BY
THE ENGINEER
GUIDELINES FOR
TEMPORARY SILT FENCE
N.T.S.
PRECASE BOX (24" X 24
NORMAL POOL EL. 44.00
. '-- e
OUTLET CONTROL PIPE
1" PVC PIPE a a. .
FALL
SEEDING MIXTURE
RATE (LB/ACRE)
WINTER AND EARLY SPRING
SUMMER
RYE (GRAIN)
120
SEEDING MIXTURE RATE (LB/ACRE)
SEEDING MIXTURE RATE (LB/ACRE)
RYE (GRAIN) 120
GERMAN MILLET 40
SEEDING DATES: DEC 1
- APRIL 15
ANNUAL LESPEDEZA (KOBE) 50
APPLY 4000 LB/ACRE
GRAIN STRAW FOR MULCH
SEEDING DATES: APRIL 15 - AUG 15
APPLY 2000 LB/ACRE
GROUND AGRICULTURE LIMESTONE
OMIT ANNUAL LWHEN DURATION OF TEMPORARY
APPLY 1000 LB/ACRE
10-10-10 FERTILIZER
TO EXTEND
COVER IS NOT TO EXTENN D BEYOND JUNE.
APPLY 2000 LB/ACRE GRAIN STRAW FOR MULCH
APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE
SEEDING DATES: DEC 1 - APRIL 15
APPLY 750 LB/ACRE 10-10-10 FERTILIZER
APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH
APPLY 2000AGRICULTURE LIMESTONE
E10GROUND
APPLY LB/ACRE D FERTILIZER
TEMPORARY SEEDING
8" 2'
0
V
U
f�
CONTINUOUS
CONCRETE COPING
15" CULVERT
IE 44.00
NOTES:
_NOE�J
1. CATCH BASIN BASE SHALL BE PRECAST
CONCRETE AND CONFORM TO ASTM C-478.
2. OUTLET CONTROL PIPE SHALL BE 1 INCH
SHC-40 PVC PIPE W/ 45' BEND
3. FRAME & GRATE SHALL BE DEWEY BROS.
NO. CH-BN-3A
OUTLET CONTROL DETAIL
N.T.S.
TOP OF BANK ELEV 46.5
6:1 SIDESLOPE
BEGINS AT ELEV 43.0 AND
ENDS AT ELEV 44.00
ELEV 47.0
9-(MIN)
3:1 SIDESLOPE
1-INCH STORAGE ELEV 45.00
NORMAL POOL ELEV 44.00 --- 10 FT _NORMAL POOL ELEV 44.00
3:1 SIDESLOPE
FORE BAY BERM ELEV 44.00
BOTTOM ELEV 41.0 I
ow-
3:1 SIDESLOPE
3:1 SIDESLOPE -
ELEV 44.0
ELEV 43.5
12 FT
SECTION A -A
3:1 SIDESLOPE
POND BOTTOM /
BOTTOM ELEV 39.00
3:1 SIDELOPE
ELEV 44.0
CLASS B RIPRAP
12-INCH THICK
TYPICAL POND X-SECTION
N.T.S.
WATER FLOW CLASS 1 OR B
EROSION CONTROL
STONE
3
6" NCDOT #57
WASHED STONE-,,,, 36" MAX AT CENTER
FILTER FABRIC -1 1
A
SECTION A -A
ROCK CHECK DAM
N.T.S.
1 STAKE AT
EACH CORNER
OPENNING
BOX
ISTAKES
..................
...................
SILT BARRIER
FENCE
GROUND
j
CI
jl
A41
I
I
II
II
II
II
- - J
H
3:1 SIDESLOPE I
ELEV 46.5
l
'- EMERGENCY SPILLWAY
ELEV = 45.7
6:1 SIDESLOPE
BEGINS AT ELEV 43.0 AND
ENDS AT ELEV 44.00
ELEV 47.0
�5.0FT�
MAX
DETAIL FOR EXISTING DITCH TO
0 BE CLEANED OF DEBRIS
N.T.S.
Legend and Border. Green •, "', e'.
(� A 2'-0" MIN. White Symbol On Blue Background
iy 8" 8" RESERVED Background: white
a ° , 9 SILT BARRIER FENCE -
L1- l OUTLET PIPE �]N
REscR PARKING SECTION A - A
PARK NG
3/4° CEMENT Bottom of Bottom of ' Type R7-8a Parking Sign NOTE: FOR CURB INLETS AND DROP INLETS
PLASTER TYP. R7-8o ® R7-8o ® Approved For Use Under General
"e' ALL SIDES sig� sig� Statute 20-37.6
°° STEPS DROP INLET PROTECTION DETAIL
D N�IaIUN PW�tuAMn *flavor ,
A r� m N.T.S. "*ffiN CAR(
a"
Legend and Border. Green ESS Q
d _ MAXIMUM Background: White
e y
PENALTY SEAL
" SIGNS To °° 3 19742
$100 R7-Sd Penalty Signs Are
?_ - BE MOUNTED o r Required To Accompany All COMPACTED SOIL GRASSED ') 1 MIN. 7,p
4'-0" INLET OUTLET ON WALL OF to R7-8 or R7-8a Parking Signs
4 ;. A e PIPE PIPE BUILDING Erected After December 31,1990 ��;y01A5
NOTE:
FRAME AND GRATE TO BE STANDARD CITY
OF WILMINGTON CAST IRON FRAME AND GRATE
DEWEY BROS. CH-SN-3A
DROP INLET
N.T.S.
DEVELOPER
TERRELL HORTON
2412 HIGHLAND DRIVE
WILMINGTON
NORTH CAROLINA 28403
SECTION "A -A"
8409
H A R G R OVE 3715 NEEDLE SOUND WAY
ENGINEERINGWLMIN(9 0) 452N, NCz9452
[phone]
Grade
Is
HANDICAPPED SIGN DETAIL
N.T.S.
2
REVISED RIM ELEVATION OF OUTLET CONTROL DETAIL
8/6/00
1
ADDED X-SECTION OF TYPICAL DITCH
6/5/00
REV. NO.
DESCRIPTION
DATE
R E V I S 1 0 N S
Date
5/2/00
Scale : HOR. _
VERT. _
Drawn
MNH
Checked
MNH
Project No :
2003
6" MIN
I 5' TYPICAL �I Y
DIVERSION BERM
N.T.S.
'Min 1
Z411M Milk
A
8�/ y�i90
MISCELLANEOUS DETAILS
Sheet No
C-4
Of