SW8121023_APPROVED PLANS_20121212

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE c 9/_)� /
YYYYMMDD

i . '(__ L____. _____._ a—i!_... .,.i,.-I.. ... Y, a-. 1 s ..x.._1, Lt.. 4- "-1 iI.1- `.L3---1.1._. :c1a 11 A
I, Barry L Barber certify that this plat was
drawn under my supervision from an actual survey made
under my supervision (deed description recorded in Book
344 . Page 636 etc.) (other) see references. that
the boundaries not surveyed are clearly indicated as drawn
from information found in Book , Page = that the
ratio of precision as calculated Is 1:7500+ ; that this plat was
prepared in accordance with G.S. 47-30 as amended. Witness
my original signature, license number and seal this 2nd
day of April, 2012.
`NN HIHN/N/Nh
,.•NN �1� C ARC "�„
441
�,+Q�pFE33/p'y�s �i%y
Surveyor = - SEq�
License Number L-3027 - s = -
�� L 3027 r
s oo �9y per+ a
i further certify that this survey is of an existing parcel
or parcels of land and does not create a new street or
change an existing street.
I, Review Officer of Brunswick County,
certify that the map or plat to which this certification Is affixed
meets ail statutory requirements for recording.
Review Officer
NOTES
1. Area Determined by DMD.
-2. This property is subject to any and all easements, covenants,
restrictions, right -of --ways of record, governmental ordinances
and/or requirements which may exist and limit the use
of this property.
3. This survey does not certify legal title to the land Itself, or to
the boundaries shown. Users of this plot should obtain an accurate
legal opinion as to ownership to the boundaries shown on
this plat.
4. FEMA Flood Mop Identifies parcel as being in FIRM ZONE X.
Community Panel 370395 1035 J. 6\02\06.
5. Zoning - Calabash - CB
6. Setbacks
Front: 35'
Rear: 10'
Side: 10'
REFERENCES
Deed Book 3223 Page 966
Deed Book 344 Page 636
Deed Book 1915 Page 849
Map Cabinet 72 Page -I?—
Mop Cabinet 20 Page 225
Map Cabinet _29 Page 508
LEGEND
�-
Existing iron or iron pipe
OML
Old marked line
¢
New Iron or iron pipe set
%
Center line
-{]
NC DOT R/W Monument
Property line
-o-
Concrete monument set
RR/Spk.
Railroad Spike
-
Existing Corner type noted
R/W
Right of Way
Existing concrete man.
A
Geodetic mon.
LO
= N
r N
oa_
z
a0
aN
0
M
N\F
TOWN OF CALABASH
DB 443 PG 63
MC K PG 178
N\F
CALABASH ELKS LODGE #2679
DB 828 PG 844
MC 26 PG 172
N\F
WATSON
DB 2090 PG 665
MC K PG 178
N\F
WATSON
DB 2090 PG 665
MC K PG 178
\\N\F
WATSON
DB 2090 PG 665
MC K PG 178
RESTAURANT SII
. ACROSS LINE
t
Survey for
"Calabash Fire Department, Inc. "
Shallotte Township Tax PIN 2410002301Brunswick County, N.C.
50 0 50 100 150
GRAPHIC SCALE — FEET
Scale 1" = 50' April 2, 2012
Bobby M. Long & Associates
P.O. Box 1117
Shallotte, N.C. 28459-1117
[phone]
[phone] Fax
WE SURVEY THE EARTH AND EVERYTHING THEREON
Course
Bearing
Distance
L1
S 84'02 21 E J
35.99
Total Lot Area = 58504.4 Sq. Ft. (1.34 Acres)
Impervious Area for Buildings = 12259.9 Sq. Ft.
Impervious Area for Concrete = 1264.9 Sq. Ft.
Impervious Area for Packed Gravel = 3199.2 Sq. Ft.
Impervious Area for Asphalt = 24984.8 Sq. Ft.
(Asphalt to R/W = 19653.6; Asphalt to Edge of Pavement = 5331.2)
Total Impervious Area = 41708.8 Sq. Ft. = 71.3%
__ .. _ _ ti_ 1�� �, �ll l�► iS•i,il,T� ! ar! �� it ��• •: # •, 1 j I� 1st�'J —la�l 'i� �rf,•
1 4 J
i � i! i � , t rfS'y 11 '� �.ZI, +i 1),j.l ,i i I �i ��{ ,� +}��!{t{ �) w•�
�F• 1 I .1 h r ' // 4 :1� f'1 1•' S'r ►1 I. .1II �''1/i1k�x'� '�,;' :A,t
S- � � .��,, �, .r ,7i i. ��.,1 s.5 .a::a 1' 1: 1t(,• ,Y �.1. 't -1 ., � k si ,1�' !

Survey for
"Calabash Fire Department, Inc, "
Shallotte Township Tax PIN 2410002301
Brunswick County, N.C.
50 0 50 100 150
GRAPHIC SCALE — FEET
Scale 1 " = 5d April 2, 21)12
In
=N
I, Barry L. Barber certify that this plat was o g Bobby M. Long &Associates
drawn under my supervision from an actual survey mode Z a
under my supervision (deed description recorded in Book O P.O. Box 1117
,31, Page 636 etc.) (other) see references; that ¢ N Shallotte, N.C. 28459-1117
the boundaries not surveyed are clearly indicated as drawn c�
from information found in Book , Page that the [phone]
ratio of precision as calculated is 1:7500+ ; that this plat was \ (910) 754--5486 Fox
prepared in accordance with G.S. 47-30 as amended. Witness
my original signature, license number and seat this 2nd
day of April, 2012. WE SURVEY THE EARTH AND EVERYTHING THEREON
-0 CARON.
�,6Q t,rinure/hf
Surveyor
License Number L-3027 = SEAL N\F
s"s = TOWN OF CALABASH
yL 3027 p� 08 443 PG 63
L"9 OURVE�a�°t.Q` a \ MC K PG 178 �0
I further certify that this survey is of an existing parcel
or parcels of land and does not create o new street or
change on existing street.
,
N6 �
m�
1
N\F
CALABASH ELKS LODGE #2679
DB 828 PG 844
MC 26 PG 172
I, Review Officer of Brunswick County,
certify that the map or plat to which this certification is affixed
meets all statutory requirements for recording.
Review Officer /
NOTES
/ N\F
WATSON
DB 2090 PG 665
MC K PG 178
/ N\F
1. Area Determined by DMD. WATSON
/ DB 2090 PG 665
2. This property Is subject to any and all easements, covenants, MC K PG 178
restrictions, right-of-ways of,record, governmental ordinances
and/or requirements which may exist and limit the use
of this property.
3. This survey does not certify legal title to the land Itself, or to
the boundaries shown. Users of this plat should obtain an accurate
legal opinion as to ownership to the boundaries shown on
this plot.
4. FEMA Flood Map Identifies parcel as being in FIRM ZONE X,
Community Panel 370395 1035 J, 6\02\06. \
5. Zoning - Calabash CB
6. Setbacks
Fron t: 35,
Rear: 10,
Side: 10'
REFERENCES
Asphalt Parking \ -?,
?1�
a
a, o
o WA
A3� ¢4•
Asphalt Parking
Ex. Building �d2•
CON
a
58504.SQ. Ft.
d ( \ ISfING L1
C. 4 0 \a�cA PK M RR\SPK
0
O
PACKED
GRAVEL / Qoe 4.
\ -vim
\N\F
WATSON
DB 2090 PG 665
MC K PG 178
\ESTAURA
ACR05E
Course
I Bearing
Distance
L1
I S 84 02 21 E
35.99
_^ 4P--M
�#r
Deed Book 3223 Page _966
Deed Book 344 Page 636
Deed Book 1915 Page 849
Map Cabinet 7_ PageZ-
Map Cabinet -20 Page 225
Map Cabinet -2�9- Page 508
Total Lot Area =
58504.4 Sq. Ft. (1.34 Acres)
LEGEND
Impervious Area
for Buildings = 12259.9 Sq. Ft.
Impervious Area
for Concrete = 1264.9 Sq. Ft.
Existing iron or iron pipe
OML
Old marked line
Impervious Area
for Packed Gravel = 3199.2 Sq. Ft.
-+�- New Iron or iron pipe set
%
Center line
Impervious Area
for Asphalt = 24984.8 Sq. Ft.
-o- NC DOT R/W Monument
Property line
(Asphalt to R/W
= 19653.6; Asphalt to Edge of Pavement = 5331.2)
-13- Concrete monument set
RR/Spk.
Railroad Spike
Total Impervious
Area = 41708.8 Sq. Ft. = 71.3%
Existing Corner type noted
R/W
Right of Way
Existing concrete mon.
Q
Geodetic man.
l.a{.
,•r' ! �� .. I. ",� ! - 1�;,� r iri°;i.,1145 �'ii, •li ,;i �j�1 rr
t

Know what's below.
Gall before you dig.
INLET PROTECTION J
(TYP-)
NOTE5
1. Area Determined by DMD.
2. This property is subject to any and all easements, covenants.
restrictions, right-of-ways of record, governmental ordinances
and/or requirements which may exist and limit the use
of this property.
3. This survey does not certify legal title to the land itself, or to
the boundaries shown. Users of this plat should obtain an accurate
legal opinion as to ownership to the boundaries shown on
this plat.
4. FEMA Flood Map Identifies parcel as being in FIRM ZONE X,
Community Panel 370395 1035 J, 6\02\06.
5. Zoning N Calabash -- CB
6. Setbacks
Front: 35'
Rear. i 0'
Side: 10'
RF�,N2E5
Deed Book 3223 Page 966
Deed Book 344 Page _10L.
Deed Book 1915 Page - 849 --
Map Cabinet -2.9- Page 225
Map Cabinet _29_ Page 508
Map Cabinet 12- Page _32,_
D
Existing iron or iron pipe
OML
Old marked line
�
POWER POLE
TELEPHONE PEDESTAL
- O- New iron or Iron pipe set
Center line
MB
METER BASE
WATER METER
-� - NC DOT R/W Monument
j�
Property line
-�- Concrete monument set
RR/Spk.
Railroad Spike
co
SEWER CLEAN -OUT
ti GUY WIRE
-Q - Existing Corner type noted
R/W
Right of Way
Geodetic
O
FIBER OPTIC WARNING POST
a CABLE TV PEDESTAL
�- Existing concrete Mon.
Mon.
GRAPHIC SCALE
( DI FEEL' )
i inch = 20 &
TEMPORARY SEDIMENT.
FENCE (TYP.)
LIMIT OF DISTURBANCE
(TYP-)
X 50 EXISTING SPOT GRADE
EX CB 4
GRATE=49.17'
INV. IN=46.72'
INV. OUT=46.90'
An
TEMPORARY SEDIMENT -
FENCE (TYP.)
LIMIT OF DISTURBANCE
(fir)
SX X
t �
RESTAURANT SIGN
ACROSS LINE
EX CB 3
GRATE=48.90'
INV. IN=47.06'
INV. OUT=47.02'
BOTTOM BOX=46.80'
EX CB 2
GRATE=49.20'
INV. IN=47.76'
INV. OUT=47.58'
BOTTOM BOX=47.45'
EX. ASPHALT
-,_�,TO BE ItEMO
150
0
Ir
1
19
•61 PK N — 384b2"21 `l`
X `SOS 35.99' j' X RR\SPK
[n
O /
i
DL ASPHALT
TO BE REMOVED
COMPLETE /
4
/ �G
5-0
00
O�
�O
z t i ' i S � � _ �r � � y i � r ;� � � � ? r e � t �t ; ' �' } .r�. '.`r ' � � ;•�ir :'�,' r ` t •[' ' � F F � +':'�r � ' �� i � `
<. t
i,
/,?X �3
APPROVED &P
MWGEMENT COA+MISS1014
DIVISION OF WATER QUA f
14 ) ;LC-3 1;L
SIX Q&rA
TAX PIN: 2410002301
TOTAL SITE AREA: 1.34 AC
FLOOD ZONE: X. FIRM MAP 370395 40M J.
DATED 6/02/06
O
00
Lo lai
O Jd
00
N U
,t LL_
00 O
U �
� z
z
Q
J L0
a N
w U
• O to
00
fr---I Z 3r. x W
O m W
W 2 w
oWz""}
vi LLLL-- �
0 OO�
�---� z ; of
W 040-X
Z E-1
1-4 E"4
o
02
1~
C--I z
Z W
o Qom
w�
AQ �
wa�CQ
o �
A
w o
Q � a
F---I
L)
SCALE: 1 "=20'
IDROJECT_# 12009
FILE # 12009CVL.dw
DRAWN BY: A.S.D.
DATE: 5---28-12
REVISION
DATES:
SEAT. t r�
19915
too
SHEET NUMBER:
C —
1 OF 5

LO
N
f.... N
0' 0
OCL
Z
0_ 0
Q N
� U
Know what`s below.
Cal before you dig.
GENERATOR
NOTES
1. Area Determined by DMD.
2. This property is subject to any and all easements, covenants,
restrictions, right-of-ways of record, governmental ordinances
and/or requirements which may 4ist and limit the use
of this property.
3. This survey does not certify legal title to the land itself, or to
the boundaries shown. Users of this plot should obtain an accurate
legal opinion as to ownership to the boundaries shown on
this plat.
4. FEMA Flood Mop Identifies parcel as being in FIRM ZONE X,
Community Panel 370395 1035 J. 6\02\06.
5. Zoning N Calabash - CB
6. Setbacks
Front: 35'
Rear. 10'
Side: 1O'
REFERENCES
Deed Book 3223 Page 966
Deed Book 34-4 Page 636
Deed Book .191Page _849
Map Cabinet _ZL Page , 225
Map Cabinet _29- Page 508
Map Cabinet _72_ Page 32 -
LEGEbIQ
Existing iron or iron pipe
OML
Old marked line
r0b POWER POLE
® TELEPHONE PEDESTAL
- o- New Iron or iron pipe set
Center line
Mg METER BASE
WATER METER
-[� NC DOT R/W Monument
Property line
-(� Concrete monument set
RR/Spk.
Railroad Spike
CO SEWER CLEAN -OUT
t GUY WIRE
Existing Comer type noted
/
Right of Way
®F OPi1C WARNIIr(3 POST
CABLE TV PEDESTAL
-�- Existing concrete man.
Geodetic mon.
GRAPHIC
SCALE
20 0
10 W
40go
IN FEET
I inch M
20 &
RESTAURANT SIGN
ACROSS LINE
ALL DIMENSIONS SHOWN TO FACE OF CURB
CONTRACTOR TO VERIFY ALL BUILDING DIMENSIONS WITH
ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION
\
NAIL
-nN S84'D2' - /
NAIL _ 21 E
35.gg' RR\SPK
C,
4\
. I
I t
1
r
r'
r!
t{Y ��
''�
I,�
I i
c ' i s i 9
1 t
-•ir
�
I •t
i- II
r 9.
rl• � 1 i
S r�
�..
r
r
!- -L s-
I t
7�
1 .t
±
Y c. i 1 4
' � i ' � t
�. .r,.., t.
. f'Z � . "
1 .. - - � ...5
�• � .. - � �. },? .. !.r ~: 'f
.t�- l r i• 'I�
�� �. l � � �. �
t yj.�
4
� � ,
KOTOT,N 14► E LIP
11' 0
1
34 AC
MAP 370395 4035 J,
;/02/06
0
ri X
00 Q
u7 lL.
0 J�d
00
N W
V
d� LL
OC)0
t—� Z
Z
Q r`
J to
a °'
N
`J LLJ (V
F�-4 • o Vi
L/ 1 00 2
W z �LOW
= X m
m W = W
I� W 00�
w Z vi LL
�E­46 00�
Z
W 00
N n_ Z
CQ
1r-1
u�
a z
Q rzq
~a��
�''j''� W
IJ,
O
I—•�1 m a
r-1
SCALE: 1 "=20'
PROJECT 12009
FILE # 12009CVL.dw
DRAWN BY: A.S.D.
DATE: 12-10-12
REVISION
DATES:
tic
SEAL 6`F
19915
SHEET NUMBER:
2 OF 5

I
Know what's below.
Call before you dig.
40TES
. Area Determined by DMD.
>_. This property Is subject to any and all easements, covenants,
restrictions. right-of-ways of record, governmental ordinances
and/or requirements which may exist and limit the use
of this property.
S. This survey does not certify legal title to the land itself, or to
the boundaries shown. Users of this plat should obtain an accurate
legal opinion as to ownership to the boundaries shown on
this plat.
I•. FEMA Flood Map Identifies parcel as being in FIRM ZONE X.
Community Panel 370395 1035 J, 6\02\D6.
5. Zoning - Calabash -- CB
S. From 3
Rear. 10'
Side: 10'
GR•49.7 1
INV.=47.0
tip/
49.3 X
E O v-
�Q X49.9
GR-49.5
a
INV.¢47.0 sX
s
5
49>X X
Ln
o 9.6 \\ '
b \\ X-4g• 9
\\ EXISTING
\ BUILDING \ �$
\ FFE \
\ 50.22 ,
QJ
JK
CONCRET,
sr9 . ' .. PAVING
9X„ GR=50.2 ' -
p INV.=-47.0
0.
BELOW GRADE
GR=49.3 PROPANE TANK °
INV.=47.0 6.:
AC EQUI
��.� .. PAD
5° °
X 9'
GENERATOR
REFERENCE5
)eed Book 3223 Page 96fz
)eed Book 344 Page _§X
)eed Book 1915 Page -D49-
hop Cabinet -20- Page 225
clap Cabinet 29 Page 508
Aop Cabinet -11_ Page .M_
LEGEND f
'♦ Existing iron or iron pipe
OML
Old marked line
POWER POLE
in TELEPHONE PEDESTAL
-Q- New Iron or iron pipe set
%
Center line
MB
METER BASE
OW WATER METER
-Q- NC DOT R/W Monument
j�
Property line
-�- Concrete monument set
RR/Spk.
Railroad Spike
O
SEWER CLEAN -OUT
GUY WIRE
-Q- Existing Corner type noted
/
Right of Way
<e>
FIBER OPTIC WARNMIO POST
[cTv CABLE TV PEDESTAL
-� Existing concrete man.
Aj
Geodetic mon.
GRAPHIC SCALE
(1 )
3 inch = 20 itw
\
19 EX CB 4 .0X X o
GRATE=49.17'
INV. IN=46.72'
INV. OUT=46.90'
\
79,
IF
.6,
X49.81 + ° XN�/ 5h
�1 HEAVY DU \
+xeqp ASPHALT
PAVING
`SOS X 5136
TIE ALL ROOF DRAINS TO
DRAINAGE SYSTEM
X 50' l EXISTING SPOT GRADE
*PA-S PROPOSED SPOT GRADE
X R9 \
sr X 49.8
4 4
EX CB 3
GRATE=48.90'
INV. iN=47.06'
INV. OUT=47.02'
BOTTOM BOX=46.80'
CONTRACTOR TO RAISE
CB GRATE TO MEET
PROPOSED PAVEMENT GRADE
FIRE TAP & VALVE
BY SITEWORK
CONTRACTOR
CONCRETE ' ..° Ff X
PAVING X
EX CB 2
GRATE=49.20'
INV. IN=47.76'
{t INV. OUT=47.58'
BOTTOM 130X=47.45'
2" DOMESTIC WATER
: TAP dt BACKFLOW PREVENTER
BY SITEWORK CONTRACTOR
METER BY BRUNSWICK
X y COUNTY PUBLIC UlIU71ES
��X EX \
c5 \
x
C.O. \�
3TA71ON
� `SO
'r'®PALE
b
OPPROXIMATE END OF
2- 15 RCP (INACCESSIBLE)
i �X EX o X 'Too \
wM A
G
so
EX. EX.
CO ® 0
49.9
�. 8
gpg X 50 8
0� /
.•ER. - OBSERVA • R�9 •'. -. - 12" CURB
WELL CUT (TYP.)
Sp - ASPHALT _ _ �•
ti PAVING ExISTIN ,
:•:��:: • PK NAIL _ _'D2'2f" 1 /
F /
`s0� 35.99' -X RR\SPK
/ /
�49 5 'Sp5 �G`
=47.26 2 X /
O U
X51.1
o � /
��• 12" CUR INV.=47.17
CUT (TYP-) �•
?',;� moo• / � � \
X
NG
yI 50 $ / 510
RESTAURANT SIGN
ACROSS LINE /
D�O
/ 5p 9
X
/
K616YIN1$► ""
34 AC
MAP 370395 4035 J,
I/02/06
'
0
I` X
L0 �
0 �3
N W
LL 0O
0
F•�--� Z
Q r-
~J rn
0)
W U
(A
l/ 1tq >_ 00 2
W zto W
O 0 W
W c3 00c
W Z viol
F---I Z
coO O
W cvaZ
W
ua
� 1-4 z
1524
W la A
F-1 W�a�
QQ�
E-
i---I
� Qm' a
W
T�
V
SCALE: 1 "=20'
PROJECT # 12009
FILE 12009CVL.dw
DRAWN BY: A.S.D.
DATE: 5--28-12
REVISION
DATES:
9-18-12 REVISE WATER
& SEWER SERVICE
LOCATIONS & SIZES
PER PLUMBING PLANS
10-22-12 REVISE SWM
SYSTEM PER REVISED
SOIL EVALUATION
CAR
Sf��,
gk[AL f
SHEET NUMBER:
3 OF 5
",r. •-."J .,.;.',�, .r. . — it r r - I,-,$: Trw7rx qjj� 't*Tsr'r.rr �itv•'�.r'��.'a.
_ 4 r -� }` _ e� E 1, 1'' t i�ti�l J� '4 •, Ft't� .�ti l�l,

NOTES
1. STONE SIZE - USE #1 AGGREGATE (SEE ASTM C33-03)
2. FABRIC- INSTALL A NON -WOVEN GEOTEXTILE FABRIC THAT MEETS THE REQUIREMENTS
OF SECTION 804.11 OF THE STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION,
2000 EDITION PRIOR TO PLACING ANY STONE
3. LENGTH - AS EFFECTIVE. BUT NOT LESS THAN 50 FEET.
4. THICKNESS - NOT LESS THAN 8 INCHES.
5. WIDTH - NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS AND EGRESS.
6. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT
PRIOR TO ENTRANCE ON70 PUBLIC RIGHT-OF-WAY. WHEN WASHING IS REQUIRED
IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAW
INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL
BE PREVENTED FROM ENTERING ANY EXISTING STORM DRAIN. DITCH OR WATERCOURSE
THROUGH THE USE OF SAND BAGS. GRAVEL BOARDS OR OTHER APPROVED METHODS.
7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR' FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY.
THIS MAY REQUIRE PEIRIODIP, TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS
DEMAND AND REPAIR AND OR CLEANOUT OF ANY MEASURES USED TO TRAP
SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC
RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY.
STABILIZED CONSTRUCTION
ENTRANCE
N.T.S.
19—GUAGE HARDM
CLOTH (1 /4 MESI
OPENINGS)
r.
I 4' MAX'
"OST
STEEL POST
HARDWARE CLOTH
NCDOT #5 OR 157
—WASHED STONE
I 'r wD
;r
NOTES
1 - STEEL T POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -
FASTENER TYPE
2 - PLACE A 2' FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING
3 - TOP ELEVATION OF THE STRUCTURE MUST BE AT LEAST 12" LOWER
THAN THE GROUND ELEVATION DOWNSLOPE 13F THE INLET
4 -'- INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH 1/2" OR GREATER
RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS.
DO NOT DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL.
REPLACE STOW AS NEEDED.
HARDWARE CLOTH &
GRAVEL INLET PROTECTION
N.T.S.
�— 5' MAX. —�o
POST
MIN. 12 GA.
W.W.F.
POST
1 WIRE FABRIC
FABRIC
%TER FABRIC
6 MIN. BURIAL
NOTES
1 - 6" x 8" WELDED WIRE FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH.
2 - FILTER FABRIC SHALL MEET OR EXCEED 150 LBS GRAB TENSILE STRENGTH
PER ASTM-D-18-82, 180 PSI BURST STRENGTH PER ASTM-D-2283 AND
70 ON COE E.O.S. TEST
3 - STEEL POST SHALL BE 5'-O" IN HEIGHT AND BE OF THE SELF -'-
FASTENER TYPE
4 - WOOD POST SWILL BE A MIN. OF 6'-0" IN HEIGHT AND 4" IN DIAMETER
WIRE SHALL BE FASTENED TO WOODEN POST WITH NOT LESS THAN9 WIRE
STAPLES 1-1/2" LONG
SEDIMENT FENCE
N.T.S.
FINISH 1 2w RADIUS 4' THK. CONC. SIDEWALK
GRADE•) ) W/ LIGHT BROOM FIN. 1" R.
4r L R
_ VARIES
RI zi
N j
TYP. TOOLED _-• - -
3/8 TEX-MASTIC ASPHALT JOINT O 10O.C. «
EXPANSION JOINT FILLER BY,, _
J �: P PETROLEUM PRODUCTS
30 O.C. -
NOTE: TOOLED JOINTS SWILL OCCUR AT 10' O.C. AND EXPANSION
JOINTS AT 3W-0'
TOOLING SHALL BE LEFT EXPOSED TO CREATE "PICTURE FRAME' EFFECT
MONOLITHIC SIDEWALK
N.T.S.
7
1
1 7w 1 11' 1
NQZ
IMPORTED EARTH FOR USE IN THE FILL AREAS OF THE PAVEMENT SECTION
SHALL BE FREE OF ANY ROOTS. ROCK pOR OTHER DELETERIOUS MATERIAL AND
I K957� AMX�D�EI�IWITSITY �ASHTOSTANDADI�ROCTUR )A-2-4. COMPACTION SHALL
18 " REJECTION CURB & GUTTER
N.T.S.
LEVEL OF
PAVEMENT SEC71ON
(SEE PAVEMENT SECTION)
' 4 LmR
I d
0
a 4
4
a a a e
a •4 a •• _
d 4 a
4 e d d
v 4
7" 11"
NOTE
IMPORTED EARTH FOR USE IN THE FILL AREAS OF THE PAVEMENT SECTION
SHALL BE FREE OF ANY ROOTS. ROCK OR OTHER DELETERIOUS MATERIAL AND
IN CONFORM q� WITH TO A-1. A--3 OR A-2-•-4. COMPACTION SHALL
BE 957E MAX. DE STY STANDARD PROCTOR )
18 " STANDARD C URB & G UTTER
N.T.S.
2w TYPE S---9.58 ASPHALT
SURFACE COURSE COMPACTED
I10OX MAX. DENSITY
MODIFIED PROCTOR )
_ • .: _ W A.B.C. COMPACTED
:' - ..• .. • TO 10OX MAX. DENSITY
. { MODIFIED PROCTOR }
SUBGRADE COMPACTED TO
100% MAX. DENSITY
{ MODIFIED PROCTOR )
1VOTE
IMPORTED EARTH FOR USE IN THE FILL AREAS OF THE PAVEMENT SECTION
SHALL BE FREE OF ANY ROOTS, ROCK OR OTHER DELETERIOUS MATERIAL AND
IN CONFORMANCE WITH AASHTO A-1, A-3 OR A-2-4. COMPACTION SHALL BE
95% MAX. DENSITY ( STANDARD PROCTOR )
***CONTRACTOR TO VERIFY SUITABILITY OF IN SITU SOIL PRIOR TO CONSTRUCTING
PAVEMENT AREAS (NO GEOTECHNICAL INFORMATION PROVIDED FOR DESIGN)
HEAVY DUTY ASPHALT PAVEMENT SECTION
N.T.S.
2" TYPE S-9.50 ASPHALT
SURFACE COURSE COMPACTED
1007E MAX. DENSITY
MODIFIED PROCTOR }
6` A.B.C. COMPACTED
. - - - - - TO 1DOX MAX. DENSITY
MODIFIED PROCTOR )
////////
/\\/\\/\\/\\/\x/\\/\\/\\�\,
/� /� /� /� /� /� /\\/� /� /� SUBGRADE COMPACTED TO
100% MAX. DENSITY
{ MODIFIED PROCTOR )
NM
IMPORTED EARTH FOR USE IN THE FILL AREAS OF THE PAVEMENT SECTION
SHALL BE FREE OF ANY ROOTS, ROCK OR OTHER DELETERIOUS MATERIAL AND
IN CONFORMANCE WITH AASHTO A-•-1. A-3 OR A-2-4. COMPACTION SHALL BE
95X MAX. DENSITY ( STANDARD PROCTOR )
***CONTRACTOR TO VERIFY SWAB1UTY OF IN SITU SQL PRIOR TO CONSTRUCTING
PAVEMENT AREAS (NO GEOTECHNICAL INFORMATION PROVIDED FOR DESIGN)
ASPHALT PAVEMENT SECTION
N.T.S.
'VAN ACCESSIBLE" OR "STANDARD"
HANDICAP PARKING SIGNAGE
ANCHORED WHEEL STOP
AT EACH SPACE (TYP)
ZX/
E OF CURB
�w
E OF WHEEL STOP
HQTE- SEE SECTION 02580 PAVEMENT MARKINGS OF THE SPECIFICATIONS.
HANDICAP PARKING SPACES
N.T.S.
I jANOGAP ACCESS NOTES:
HANDICAP PARKING ACCESS AISLES SHALL BE FLAT AND ACCESS CURB RAMPS SHALL NOT EXTEND
INTO THE PARKING ACCESS AISLES.
ALL CURB CUTS FOR HANDICAP ACC SHALL BE LOCATED AS INDICATED ON THIS PLAN AND SHALL
BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS.
ALL SIDEWALKS SHALL BE CONSTRUCTED WITH NO ABRUPT GRADE CHANGES GREATER THAN 1/2"
UNLESS AN APPROVED ACCESS RAMP IS PROVIDED.
ALL SIGNAGE FOR HANDICAP PARKING SHALL BE AS REQUIRED BY THE AMERICANS WITH DISABILITIES
ACT HAND BOOK CHAPTER 11 CABO A117.1 1992 EDITION. SIGNAGE SHALL BE INSTALLED f 6' ABOVE
AND VISIBLE FROM THE DRIVEWAY WHEN A CAR IS PARKING IN THE DESIGNATED SPACE.
PERMEABLE PAVEMENT
ACTIVITIES PROHIBITED:
SANDING
RE —SEALING
POWER WASHING
STORAGE OF MULCH OR SOIL
STORAGE OF SNOW PILES
STORAGE OF HEAVY LOADS
APPLICATION OF SALT OR DE—ICERS
24"x18" SIGN
PERMEABLE PAVEMENT SIGN
N.T.S.
Ar.6"
N PERVIOUS CONCRETE
THE CONCRETE MIX DESIGN
Ei:
SHALL BE IN ACCORDANCE WITH
'
'•
'
THE LATEST VERSION OF ACI
: <, • +
•
•' •�
•�
5221 "SPEgFlCAT10N FOR
-
.:
•s
• ,
PERVIOUS CONCRETE"
ti
'
, r . •
..
18" NO. 57 WASHED STONE
24d MIN.
SEPARATION RIPPED/SCARIFlED SUBGRADE
SHWT EL 46.46
IMPORTED EARTH FOR USE IN THE FILL AREAS OF THE PAVEMENT SECTION
SHALL E FW OF ANY ROOTS.ROCK OR OTHER DELETERIOUS MATERIAL AND
IN CON ORM CE TH AASHA-1, A--3 OR A-2--4. COMPACTION SHALL BE
957E MAX. DENSITY STANDARD PROCTOR )
****PERVIOUS CONC. PAVEMENT TO BE INSTALLED BY PROPERLY LICENSED INSTALLER
PERVIOUS CONCRETE PAVEMENT SECTION
N.T.S.
B" N 3000 P.S.I. CONCRETE
WITH 6" x 8' W.W.F. AND
POLYETHYLENE VAPOR BARRIER
44.
SUBGRADE COMPACTED TO
98X MAX. DENSITY
NOTES
( STANDARD PROCTORCONTRA)
JO LMTS SHALL BE CONCRETE A
OF SHALL HARDENED
1ON
CONTTRAACTIOON�JOIINTTSS
DEPTH / EDIEDIfNLY SPACED
INDICATED ON THE DRAWINGS AND NOT EXCEEDING 25 SPACING.
IMPORTED EARTH FOR USE IN THE FILL AREAS OF THE PAVEMENT SECTION
957r T�111X. DENSITY •� STili�l6Al� PRdCT+OR }_.... .. ..--_-.......,...........� .,�
***CONTRACTOR TO VERIFY SUITABILITY OF IN SITU SOIL PRIOR TO CONSTRUCTING
PAVEMENT AREAS (NO GEOTECHNICAL INFORMATION PROVIDED FOR DESIGN)
CONCRETE PAVEMENT SECTION
N.T.S.
1 /4" WHITE
REFLECTIVE S'
3/8" WHITE
REFLECTIVE S'
TIV& o
U-
ao
a00
N U
M �-
m O
v
REQUIRED AT
VAN
VAN ACCESSIBLE ACCESSIBLE
3"
SPACES
�
� a'
H—�
Z
b
Z
GALVANIZED STEEL
CHANNEL
Q
J
I
N
U
O
(n
FINISH GRADE
V 1
o
a'
oo =
W
Z
¢
W
HQI EACH SPACE SHALL DISPLAY ONE (1) HANDICAPPED PARKING SIGN (INTERNATIONAL
m t�I
SYMBOL OF ACCESS) AND THE PARKING SURFACE HALL BE IDENTIFIED MATH THE HANDICAP
PARKING
W
=
SYMBOL AND PAVEMENT STRIPING. (SEE DETAIL) SIGN SHALL BE LOCATED FOUR
FEET ON CENTER FROM THE WHEEL STOP. VAN ACCESSIBLE SPACES AS SHOWN ON THE
PLANS `VAN
O
[�]
Z
U
U
Ii
SHALL INCLUDE AN ADDITIONAL SIGN DENOTING ACCESSIBLE".
�`'
V1
0 7
o
HANDICAP PARKING S I G NAGE
z
u) w
N.T.S.
w
N
a z
PLAN VIEW FOR 2' HOLE REIN BAR ew
INSERTED FOR ANCHORING
WHEEL STOP TO PAVEMENT.
SECTION A -A
CONCRETE WHEELSTOP
N.T.S.
PAVEMENT SURFACE
PERVIOUS PAVEMENT
O o ao O
0 pa o p
do 0o
C0
0 0 oao
0
a
O6
0.%
eo
O
60
00
0 0
00
00
0 0
op
00
0
ROCK SUBGRADE
LOCKING CAP
FLUSH WITH PAVEMENT
4" PVC PERFORATED PI
i 1—
r
o�
a0
0�
o�
O
00
0 0
4�
O �
0
Ooa a0 0
os �o
a0 c0 00 d0 a0o
eb oe 0a 00 o Oo
0 0 0 c o p o 0
�ti ice' �� � •i r � w„ � • ,'• 7 L SLaM ?� t •
Y,: .. I �.Ixy� .=t i t,• . �P`: INVERT lzo
UNDISTURBED SOIL
77
INFILTRATION SYSTEM
OBSERVATION WELL ;t
N.T.S.
z
W
t`
H 1 z
W �9
P-1 Q w
W � W
H W
CQ
wI
V1
SCALE: 1 "=20
'ROJECT 1200c
9LE # 12009CVL.dwc
)RAWN BY: A.S.D.
)ATE: 5-28-12
REVISION
)ATES:
10-22-12 ADD
PERVIOUS PAVEMENT &
OBSERVATION WELL
DETAILS PER SWM
REVISIONS
11-5-12 REVISE INLET
PROTECTION DETAIL
, �A CAR
ESS'o
SEAL
19916
�e)
.ET NUMBER:
C-4
4 OF 5
vj
'I
' /..,. f.-� I.. I ,+�:,�!' �. .',y„fi i� 'a,� ,r , 4r.'`.. �', r Y j �k�r,�� r•� ��• �•� S�f L1y..�.I�•(

TRAFFIC BEARING LID
DEWEY BROS., INC.
MODEL ## MH—VA-4
OR APPROVED EQUAL
z
N
1 CUBIC FOOT
0 57 STONE
TO MAIN
CONCRETE SQUARE COLLAR
MAY BE OMITTED WHEN CONCRETE
PAVEMENT IS USED )
,— FINISHED GRADE
BEND NOTE: CLEANOUT SAME
SIZE AS SERVICE LINE PIPE.
45* WYE CAP SHALL BE SCREW TYPE
TO UNIT
TRAFFIC BEARING
SANITARY SEWER CLEANO UT
N.T.S.
GRATE ELEVATION FRAME do GRATE
( SEE PLAN VIEW) EAST JORDAN IRON WORKS. INC.
V-5624
' - a'
PRECAST CONCRETE BOX
A7
OUTLET PIPE
A- wJ
PRECAST BOXx HALL HAVE B' DIA. HOLE IN 24" x 2e PRECAST CONCRETE BOX
THE BOTTOM 0 INSTALLED ON A MIN. 6" COMPONENTS SHALL BE DESIGNED do INSTALLED
BED OF STONE. NONE SIZE SHALL BE C-57 TO WITHSTAND H-20 LOADING
FOR PLACEMENT IN CLAY SOILS do PEA RAVEL
,FOR PLACEMENT IN SANDY SOILS.
SECTION A -A TOP VIEW
CATCH BASIN
N.T.S.
PAVEMENT OR GROUND SURFACE
r
(RATED
PIPE
S SHOWN
E PLAN)
GMCKRAL NOTES,
1. BOUNDARY & TOPOGRAPHIC ,INFORMATION WAS TAKEN FROM A SURVEY
PREPARED BY BOBBY M. LONG ASSOCIATES, DATED 5-7-•-12
SITE PLAN BY BETA BUILDERS, LLC
2. ALL WORK SHALL COMPLY WITH APPLICABLE STANDARDS, ORDINANCES, REGULATIONS AND
OTHER REQUIREMENTS OF ,THE TOWN OF CALABASH, THE N.C. DEPARTMENT OF
PREFlNISHED METAL GUTTER NATURAL RESOURCES, THEW.& ARMY CORPS OF ENGINEERS, THE U.S. ENVIRONMENTAL PROTECTION
AGENCY, THE NORTH CAROUNA DEPARTMENT OF LABOR AND THE U.S. OCCUPATIONAL SAFETY
AND DOWN SPOUT AND HEALTH ADMINISTRATION AND OTHER LOCAL. STATE, AND FEDERAL AGENCIES HAVING
( BY OTHERS) JURISDICTION OVER ANY OF THE PORTIONS OF WORK ASSOCIATED WITH THIS PROJECT.
AGENTS OF EACH OF THESE AGENCIES HAVE LEGAL RIGHT TO ACCESS AND INSPECTION OF
PORTIONSANY AND ALL SITE AT
UNSCHEDULED.. ANENA TIES. FINES, OR D VIOLATIONS V�SCHEDULED SHALL BEAT THE EXPENSE OF
THE CONTRACTOR, UNLESS THE RESULT OF THE ACTIONS OF OTHERS.
3. NO PORTION OF THE WORK SHALL BE ACCOMPLISHED UNTiL THE APPROPRIATE PERMITS
AND APPROVALS COVERING THAT PORTION OF THE WORK HAVE BEEP RECEIVED.
i NOTES
4. THE CONTRACTOR SHALL COORDINATE UTILITY RELOCATIONS OR TEMPORARY SERVICES WiTH
1. CORRUGATED POLYETHYLENE PIPE SHALL BE ADS N-12 OR RANCOR HI—Q REPRESENTATIVES OF APPROPRIATE UTILITY COMPANIES. THE CONTRACTOR SHALL CONFIRM
AND INSTALUB] PER THE MANUFACTURER'S SPECIFICATIONS. THE PRESENCE OF UTILITIES OR LACK THEREOF ON ANY PORTION OF -THE SiTE(S) PRIOR
2 SUBSURFACE ROOF DRAINAGE SHALL BE INSTALLED ONLY AFTER ALL TO PERFORMING WORK IN THOSE AREAS. CONTRACTORS' BID PRICE SHALL INCLUDE THE
/ OTHER WORK HAS BEEN COMPLETED IN THE SURROUNDING AREAS. ANY COST OF UTIU71ES REPLACEMENT, RELOCATION AND/OR MAINTENANCE. THE CONTRACTOR
CRUSHED OR DEFLECTED PIPE SECTIONS SHALL BE REMOVED AND CORRECTED SHALL COORDINATE WITH THE LOCAL UTILITY COMPANIES FOR INSTALLATION OF POWER,
AT THE CONTRACTOR'S EXPENSE. TELEPHONE, CABLE AND GAS SERVICE. ANY DAMAGE TO EXISTING UTIUTIES BY THE
/ 3. THE CONTRACTOR SHALL COORDINATE WITH THE ROOFING GUTTER CONTRACTOR CONTRACTOR SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.
FOR LOCATING AND SCHEDULING THE INSTALLATION OF THIS WORK. 5. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN EXISTING CONDITIONS
VARIES OR DESIGN PRIOR TO CONSTRUCTION.
B. CAROLINA SITE DESIGN. INC. WAIVES ANY AND ALL RESPONSIBILITY AND/OR LIABILITY
CORRUGATED POLYETHYLENE FOR PROBLEMS ARISING FROM DEVIATION FROM THESE DOCUMENTS AND THEIR DESIGN INTENT,
PIPE ROOF DRAIN HEADER AND/OR FROM PROBLEMS ARISING FROM THE FAILURE OF OTHERS TO NOTIFY CAROLINA
/ SITE DESIGN, INC AND/OR FOLLOW CAROLINA SiTE DESIGN. INC.'S GUIDANCE CONCERNING
ANY ERRORS. OMISSIONS OR INCONSISTENCIES WHICH MAY BE FOUND HEREIN.
GENERAL SPECIFICATIONS:
POLYETHYLENE
/ TRANSITION COUPLING— CONTRACTOR SHALL REFERENCE NCDOT STANDARD SPECIFICATIONS AND THE
SAME MANUFACTURER INTERNATIONAL BUILDING CODES FOR SPECIFIG:ATION S: REGARDING IRIS WORK.
AS PIPE COMPANY — WATER AND SEWER SERVICES SHALL BE COORDINATED WITH THE PLUMBING
/BY
BY SITE CONTRACTOR } CONTRACTOR. PLUMBER SHALL MAKE ALL SERVICE TIE INS TO THE BUILDING.
,.
LA
OOF
SEDIMENT AND ERG}SIQN WH ROL NOTES:
PROVIDE MINIMUM 25' WIDE X 50' LONG X S' DEEP GRAVEL ENTRANCE PAD
\\ \ \ \ \ \\\� OF ALL
CONSTRUCTION VEHICLE ACCESS POINTS TO DISTURBED PORTION
AT
PROVIDE RAINING TONTHE BASIN ARE PERMANENTLYSTABILIZED.STTAABIZED BASINS UNTIL ALL
— CONTRACTOR TO PROVIDE AND MAINTAIN SEDIMENT FENCE AS REQUIRED
CORRUGATED POLYETHYLENE PIPE FOR DURATION OF CONSTRUCTION ACTS. VITIE
— INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES ONCE PER SEVEN DAYS, AND IMMEDIATELY
LATERALS AND HEADERS FOLLOWING ANY RAINFALL OF 0.5' OR MORE IN A 24—HOUR PERIOD. RESPONSIBLE INDIVIDUAL SHALL LOG
INSPECTION DATES ON THIS SHEET AND SHALL KEEP A LOG WITH THIS PLAN DESCRIBING ANY CORRECTIVE
FIR SUBSURFACE ROOF DRAINAGE AC71oNS TAKEN. SEDIMENT ACCUMULATIONS ALONG SILT FENCE SHALL � PROMPTT_Y REMOVED.
— ANY AREAS WHICH ARE NOT TO BE FURTHER GRADED WITHIN A 14—DAY PERIOD. OR WHICH HAVE NOT
N.T.S. BEEN GRADED WITHIN 14 DAYS SHALL BE SEEDED PER SECTION 2201 OF THE SPECIFICATIONS.
— ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL
COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL
CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFS17E
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE
AND THE SiTE IS STABILIZED.
— THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED
ROADWAYS FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY
REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED
—
TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION
TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR TO DIVERT SEDIMENT —LADEN WATER
TO APPROPRIATE TRAPS OR STABLE OUTLETS.
— UTTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR
IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD
BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.
— PROVIDE PERMANENT COVER OF ALL NONPAVED AREAS PER LANDSCAPING PLAN
OPERATION & MAINTENANCE STORE! WATER MANAGWENT SYSTEM:
— THE OWNER IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE
STORM WATER MANAGEMENT SYSTEM.
— PERIODIC MAINTENANCE OF THE SYSTEM MUST BE PERFORMED FOR THE SYSTEM
TO FUNCTION PROPERLY. PERIODIC MAINTENANCE SHOULD INCLUDE THE FOLLOWING:
M MAINTENANCE OF ALL PARKING AND LANDSCAPED AREAS.
M REMOVAL OF ALL SEDIMENT AND TRASH FROM THE CATCH BASINS AND CULVERTS.
— BUILDING ROOF DRAINS TO BE TIED TO DRAINAGE SYSTEM
�o o a o a • ape o
a o a a 00 4
INVERT PiPE ELEVATION AS
SHOWN ON CIVIL SiTE PLAN
CONSTRUCTIN SEQUENCE
OS
#a STONE
,y PDI,�p�)
FILTER FABRIC AROUND TRENCH, ( WASHED )
MIRAFI 14ON OR EQUAL
1. CONSTRUCT GRAVEL ENTRANCE PADS AND INSTALL SEDIMENT FENCING.
(OVERLAP 12" MIN. O EDGES)
Permanent Seeding: Gass seed shall be free from
2. CALL ENGINEER FOR INSPECTION OF EROSION AND SEDIMENT CONTROL MEASURES.
noxious weed seeds and recleaned. Seed shall be recent
NOTE: EXFTLTRATION PIPE SHALL BE CORRUGATED HI —DENSITY,
Grade A crop treated with appropriate fungicide at time
3. UPON ACCEPTANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. COMMENCE GRADING
HI —STRENGTH POLYETHYLENE, HANCOR HI-0, ADS N-12
of mixing and delivered to the site in sealed containers
ACTIVITIES. FOR ANY DEMOLITION OR OTHER ACTIVITIES DESIRED PRIOR TO COMPLETION OF
OR APPROVED EQUAL
with dealers guaranteed analysis:
ALL EROSION AND SEDIMENT CONTROL MEASURES, INTERIM MEASURES ACCEPTABLE TO AND
Proportion by weight:
PRE —APPROVED BY THE ENGINEER MUST BE PROVIDED.
EXFILTRATION PIPE DETAIL
3D1Bermuda XCapet Gross Grass
6
4. INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES ONCE PER SEVEN DAYS. AND
IMMEDIATELY FOLLOWING ANY RAINFALL OF 0.5w OR MORE IN A 24—HOUR PERIOD.
207E Creeping Fescue
N.T.S.
2OX Kentudty 31
5. CONSTRUCT TEMPORARY DITCHING AND/OR OTHER METHODS AS REQUIRED TO DE —WATER
THE SITE AND PROVIDE POSITIVE DRAINAGE THROUGH OUT THE ENTIRE CONSTRUCTION PERIOD.
Mixture shall contain 20 pounds of rye per 100 pounds
INSTALL TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES AS NEEDED FOR ALL METHODS
of seed if planted November through March.
USED TO DE —WATER AND PROVIDE POSITIVE DRAINAGE THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR PROVIDING ALL MEASURES NECESSARY FOR DE —WATERING AND POSITIVE
DRAINAGE THE ENGINEER SHALL APPROVE ALL SEDIMENT AND EROSION CONTROL MEASURES.
Hydrossed• Hydroseed slurry mixture shall be:
ALL DE —WATERING AND GRADING TO PROVIDE POSITIVE DRAINAGE WITH SEDIMENT/EROSION CONTROL.
WRAP EACH JOiNT WITH
Wood Fiber Mulch 1200 Ibs/acre
MEASURES SHALL BE PROVIDED AS NECESSARY BY THE CONTRACTOR AT NO ADDITIONAL
FILTER FABRIC
Carpet Gross 50 Ibs/acre
COST TO THE OWNER.
Bermuda Grass 40 Ibis/acre
6, PERFORM NECESSARY EARTHWORK TO PREPARE THE BUILDING PAD AND INSTALL ALL UTILITY
10/10/10/ Fertilizer 400 [be/acre
INFRASTRUCTURE WITH SEDIMENT AND EROSION CONTROL MEASURES AS REQUIRED.
PERFORM ALL REMAINING EARTHWORK AS REQUIRED AND CONSTRUCT ALL PAVED AREAS AS
SPECIFIED. LIMIT CONSTRUCTION TRAFFIC IN THE AREAS OF PROPOSED PERVIOUS PAVEMENT
W y
Sod: Sod shall be Bermuda 419 in good edition,
TO AVOID COMPACTION OF THE IN —SITU SOILS.
1
healthy, free of weeds, Insects, disease and provided In
STABLE BEDDING
(REPLACESPECIFICATIONS
rolls or squares.
7. PERMANENTLY STABILIZE AREAS IN ACCORDANCE WITH SECTION 2201 AND THE LANDSCAPING
ER
DRAINAGE CULVERT JOINT
PLANS. STABIUZATON MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS
OF THE SI7E WHERE CONISTRUC71ON ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED,
N.T.S.
Mulch: Mulch shall be small grain straw. hay. asphalt
BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION
emulsion, jute or other suitable material free of
OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED, UNLESS ACTIVITY IN THAT
undesirable weed seed.
PORTION OF THE SITE WILL RESUME WITHIN 21 DAYS.
& UPON FINAL ACCEPTANCE OF COMPLETE STABILIZATION OF SITE BY ENGINEER AND SCDHEC
—OCRM REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES MAY BE ONik.
D
REMOVED.
9. UPON COMPLETION( OF PROJECT. THE RECORD SET OF PLANS SHALL BE RETURNED TO ---
ENGINEER.
X
LO LL.
0
N U
00 O
0
Z
F-�-�-i Z
z
J �
rn
N
w (j
tea]_
W z�
� Q �mw
W Uv�
C�Wz Ujo
Z�
F—�
0
I 0 0
V 1 W N a z
W
T� In
Lf 1 CU
CU
I� U L)
H � a z
w
Q W��Gn
H a N
w
W
SCALE:
PROJECT # 12009
FILE # 12009CVL.dw
DRAWN BY: A.S.D.
ATE: 5-28-12
EVISION
DATES:
10--22-12 REVISE ROOF
DRAIN LEADER DETAIL
PER SWM REVISIONS
��e ,,NsO�a a ed► e.p��.
t G�i f
_ CIE L `•
1g�1�
'C'-
SHEET NUMBER:
5 OF 5
I• IFI ii pl'1•�
11.'r . A. i.
! .-, r .� f r •: Y .r• � e�'; .pgg 1 'r� ,.r, v p� ,./a; •'
•r_ ! r - 'ricy 1 1 rJ l•: i � �. i'? �. ; I i . �~ 1 t�'!+' r . �S x

y, w �,.�, � � �' a t� �' 1 1t, � '`
•:. .` . .. � ': :1� ... ... .. �•'. .� 1. � ,' ,���.�, ?�. t • � t!� is a h��