SW7060813_APPROVED PLANS_20060911

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑CURRENT PERMIT
I�APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
�llV99l�
YYYYMMDD

o�
ss�
EXISTING FIRE HYDRANT
EXISTING ASPHALT
EXISTING DITCH
OHE EXISTING OVERHEAD UTILITIES
464
PROPOSED ELAEAGNUS
� i b'a�OC
12 c
� G•�. SR 1111
�
PROPOSED FIRE HYDRANT
PROPOSED ASPHALT
PROPOSED DITCH
--`-EX.10"WM---- - EXISTING WATERMAIN
PLAPJTEDnu�510'
JAPANESE BLACK PINE
PPROPOSEDreiana
POWER POLE
FUTURE PARKING
EXISTING TOP OF BANK
PROPOSED SILT FENCE
PLANTED 30' OC
*F
Q iS �N GpLF N
Lu
BENCHMARK
®
FUTURE BUILDING
PROPOSED SEVER
- - - - - -- - - - - BUILDING SETBACK
PROPOSED JAPANESE LIGUSTRUM
PO B DR'
SOd- CI-U
r�
V
F
PROPOSED POST LIGHT
FUTURE YARD AREA
-15 - EXISTING CONTOURS
- -VEHICULAR SETBACK
Lie Strum Iuci�um
PLANTED 30' OC
W
SITE
�
PROPOSED FLOOD LIGHT
14 PROPOSED CONTOURS
LIMITS OF DISTURBANCE
0q
PROPOSED CONCRETE
- GAS GAS
Imam jjqW
PROPOSED LIVE OAK
®
WATER METER
EXISTING NATURAL
15.00
PROPOSED GRADES
RIP -RAP
D •E14 1
\ f
PROPOSED CRAPE MYRTLE
PLANTED 30' OC
VICINITY MAP
CHECK DAM
DROP INLET
DRAINAGE AREA 2
PROTECTION (NBS)C
""'' " DRAINAGE AREA 3
SITE
DATA
i
11.90
13.90
1.
OWNER:
12.00
FERGUSON ENTERPRISES, INC
354
C/O KEVIN HUMPHREY
12500 JEFFERSON AVE.
I }
NEWPORT NEWS, VA 23602-4314
1 - 6" HYDRANT TEE
757-874-7795
1 - 6" PLUG
J
1 - 6" GATE VALVE
2.
LOT COVERAGE:
r
O
1 -FIRE HYDRANT
BUILDING = 37,375 SF
ASPHALT = 112,138 SF
CONCRETE = 1,241 SF
x
OPEN SPACE = 466.176 SF
TOTAL AREA = 642,328 SF
'
354
}
FUTURE BUILDING = 18,200 SF
13,90
FUTURE PAVEMENT = 7,198 SF
+
� �
DI 5
s
"
3.
THIS SITE 15 LOCATED AT;
r
f
G
RIM = 11.00
24' OH ODOR
8400 CARATOKE HWY
+
INV=8.05
POWELLS POINT, INC 27966
,
12.00
0,-
TOTAL AREA = 14.75 AC
PARCEL ID # 0124 OOOD 68H 0000
;
124DI HOP
4.
PARKING:
354
1.27x
RIM7= 9.90
2.220 - LOW VOLUME TRAFFIC GENERATION
INV=8.15
1 SPACE PER 400 SF GROSS FLOOR AREA
,
36,730 SF OF BUILDING
REQUIRED PARKING SPACES = 92 SPACES
I
t1.7
11
PARKING SPACES PROVIDED = 52 SPACES139,
(INCLUDING 4 HC-SPACE)
f ` 204 LF 6" 5DR 21 PVC1
- 99
FUTURE PARKING REQUIRED = 40
i
9' OH DOOR
5.
SITE IS ZONED: GB (GENERAL BUSINESS)
354
I
3•40% SL PE
I
6.
SITE IS LOCATED IN FLOOD ZONES C, AND A4 (ELEV 8)
r
ACCORDING TO FIRM MAP NUMBER
1
3720983700J, DATED 12/16/05.
,1
11.50
9' OH DOOR
7.
STRUCTURAL SETBACKS
FRONT R/W = 50'
!
-
SIDE = 15'
354 ,
o
9' OH DOOR
VEHICULAR SETBACKS:
I
FRONT = 20'
SIDE = 10'
Lu
3,40� SL E
REAR = 10'm
j
O
8.
THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION9'
OH DOOR
AKEN FROM AN ALTA-ACSM LAND TITLE SURVEY DONE BY
I
11.70 10.85
EDWARD T. HYMAN, JR. DATED OCTOBER 31, 2005.
I
10.00.
9.
DISTURBED AREA FOR SITE DEVELOPEMENT = 15.0 AC
354
E
11,70
12.0
Q
10,
LANDSCAPED BUFFERYARD REQUIREMENTS:
"C"
j
DI
RIM
6
11,00
I
9' DOCK D00R
FRONT R/W - TYPE BUFFERYARD
,
=
i
SIDE GB - TYPE "C" BUFFERYARD
12.00
INV=8.50
SIDE RESIDENTAL USE - TYPE "A" BUFFERYARD
REAR G8 - TYPE "C" BUFFERYARD
, I
I
Q
-Z
�
11.
THERE ARE NO WETLANDS ON THIS SITE
DI FABRIC PROTECTION (TYF)
I
04 �
9' DOCK DOOR
1
(SEE DETAIL SHEET 5)
12.
THE SEASONAL HIGH WATER TABLE IN THE FRONT IS t9.0"
12.
AND t4.0" IN THE AREA OF BASINS 2 & 3
354 1
1
13,
ELEVATIONS ARE BASED ON NGVD 29
I
f
3' DOOR
11.79
6 DOUBLE DOOR
6' CHAIN LINK FENCE TYP
j
2•
WATER SETRVICE
CONNECTION
120'
'
LOCATION
354
4'
PARCEL 5
1
' ' 12X 20DUMPSTER PAD
.
BALLAST ROCK SUBDIVISION
1
WTH BOLLARDS (SEE DETAIL)
PHASE 2
1
12.15m
ZONED: GB
I
ELECTRICAL / TELEPHONE
E
13.00
I
CONDUIT
i
AREA F R
/FUTURE BUILDING EXPANSION
18,SF (WAREHOUSE
SE ONLY)
PROPOSED
FERGUSON PLUMBING SUPPLY
FF = 14.00
MERCHANTILE/WHOLESALE AREA = 11,000 SF
OFFICE AREA = 4,730 SF
WAREHOUSE = 21,000 SF
TOTAL = 36,730 SF
354 I
r � I
6' DOUBLE DOORLu
I"Lu
Lu
LL
1 25
I.�12.55.€ m co
I
I
' TC 13.00 ro a
3.90 10,
CT +
r
E
X
707
o r
' 0 !
r 41
�
13.00� . T0. 13.65 TC 1 13 90: STAND UP CURB o '
-- SHALL "NOSE DOWN"
1 - 6" HYDRANT TEE I g SW {TYP) +
----- --"-- -'' 6' DOUBLE
_-
1 - 6" GATE VALVE + �- -- -�....-_-_ --- _.. _
1 - FIRE HYDRANT rJTURE SIDEWALK
DOOR
+
t'
4
4 11390
! TC 1 30 '
+ ! i a a .ric I4.3fs 13.90 ff�
07 j
D
� + 5- FUTURE � I j 1 D � a 13.80
II� I DID/
D ,
+ 1 �Q• 6 7G7LL f $ ( 354 s
1 TC 13.6 7G
U , TC 1 5 $ 13 INV=11.40
z TC 14.10
24' i 6" STAND UP CURB 13.60 10,
13.1.5 _ 13.20
13,60 ,
1 .90 FIRC 354 � •�� I
' BEGIN CURB 13.35 TC 13.95
Q
+ i 12.5 z 10, 15)?
R 13.35 13.8 � i
I TC 13.80 7C 7 3.35 - e
13.15 ! BEGIN SWALE 27 0 (707
INV=12.15 12.90 N o '`
20 ®�
I 30' ' 1 TC 1 7 707
TC 13.65 14
J
U uRF I
12. 5 757 24' .r
` 354 IIf z �A 28 i f / o '+ II c°
�v 1 354 7c7 34 0: IM f
n.n 40 a ri
N OTIrY .
UL0001 0' j ' 12.9s i07 Y'
354 / 0 a a
Q'
1-800-632 ;4949 I i 12.95 4 T 1 �, Li
FOR LOCATION OF EXI PIG ' i 354 v 12,95 �" ` u- v) z
UTILITIES � �
354 a:
Oft
' + T 10 12.45 1 �'•� ¢ �'
'� +
12.50 L 1 12.6a i �' w
w
f - ! Jam
�12.60 T 04
3'354
+n a
54 r
` ! CONDUIT AL / TELEPHONE f 1 354 354 z r��. 12.60 35 + `t
+ 1 + 4 354 i
a I 1! j 354 5 3,
A 1
1 INV=11.00 I-- -L` + 1 2? - v?URE �� ��` 4 1
cl
I
SW> - r - --�_ CONTRACTOR
RTEMPORARY D HA INSTALL BYPASS
_ Fm
00 - - . - - .�UNTIL
12.0 / CONSTRUCTION ISI COMPLETE.
12.0 - - - - _ _ -J UPON COMPLETION OF
. � I
' -11,0 ' CONSTRUCTICIN, REMOVE CHECK
1 I ' 354 r _'' q N _ _ r DAM, FILL DITCH AND INSTALL
!'1 , REMAINING LANDSCAPING
Ld
+ 50' BUILDING SETBACK
Tom--------_..._----------------------_.-........._.__....._.__._.-..._._._...._._.._----------�
o M /F
N ' _ 1
M. i C BA FIOM ELEV = 11.0' T N' D B. 278,DPAGE 28
` rr p ZONED: A
S + M
� TEMPORARY � � � l
TBM - TOP NUT ' 13.15 GRAVEL 12 55 I > h "�
w CL ELEV = 15.30 ' CONSTRUCTION -- M 1 I r 20 0
K7 87' TO EXISTING METER & BACK + ENTRANCE r p I •t q J - `` I
HYDRANT FLOW PREVENTER , }, ,
N IN VAULT BOX
(SEE DETAIL SHEET 4)
- - - - A VEHICULAR SETBACK 11
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - '
0m
CID I
U�
t
0
ti
60 LF CMP
�
INV IN=1010.15
IN
INV OUT=10.05
il.I - "� �-•-tee
th -
- - -
GA 30 LF 6" SDR 21 PVC
o (USE FITTINGS AS
- - - NECESSARY FOR DITCH -
CROSSING)
r
u
1
L
- - - 12 - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - -
0' X 35' SITE TRIANGLES 13 VEGETATED
13 ILTER
EXIST. 15" CMP
INV IN = 10.99
TYPE "C" BUFFER ;- INV OUT = 10.48
INV=11.00 NV= (TO BE REMOVED)
H�--
-------------
MASH EXISTING
PAVEMENT 3.00
-Qr- _ rv-=,A4frt"M
z
10" X 6" TAPPING SLEEVE
APPROXIMATE LOCATION
6" TAPPING VALVE
EXISTING 10" WATERMAIN
CONTRACTOR SHALL PERFORM WET TAP IN THE
vWi --�
PRESENCE OF A REPRESENTATIVE OF THE ENGINEER.
a
CONTACT ENGINEER AND CURRITUCK COUNTY WATER
X
DEPTARTMENT A MINIMUM OF 48 HOURS PRIOR
-EX10"WM - - -- - EX.10"WM
- 20 a 10 20 40 80
TO PERFORMING CONNECTION.
CARATOKE HWY US 158 120
cn ( IN FEET)
Lu - -
f
4Ci
10
LO
d
r
C>
W
t1•
Q
05
z
Q
1 inch = 20 �~
siT�' PLAN
FOR
7
N
�GUSONjNam
POPLAR BRANCht TO WNSHIP '
CURRI TUCY COUNTY
NOR COPRIGHT ® 2003
DATE:
6.2106
DRA RX-
SMM
C
' • �S9 r
11�E A
*--, �a r NE�•• ,ii
��' ,!H 'C. R ; �`
20
d CQTBtetE7f'g
°
Camden, North Ca o rea 27921
252 338-2913 252 335-1888
CHECKED:
KDH
APPROVED:
SC
-MIT
SCALE:
1 = 20
PROJECT #
050635
DRAWING #
050635 SITE
#
DATE
- s
DESCRIPTADN
ar
SHEET #
1 OF 7
G
G
C
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VICINITY MAP
Aft
PHASE 2 FENCING
a�
-54
I
Y
EXISTING FIRE HYDRANT
Q
IK
PROPOSED FIRE HYDRANT
'Q>
POWER POLE
uj
BENCHMARK
CD
Y>YE
PROPOSED POST LIGHT
W
PROPOSED FLOOD LIGHT
®
WATER METER
�15.00
PROPOSED GRADES
CHECK DAM
EXISTING ASPHALT
PROPOSED ASPHALT
�I FUTURE PARKING
® FUTURE BUILDING
FUTURE YARD AREA
PROPOSED CONCRETE
RIP -RAP
DROP INLET FABRIC
PROTECTION (NTS)
EXISTING DITCH
PROPOSED DITCH
EXISTING TOP OF BANK
PROPOSED SEWER
-� EXISTING CONTOURS
� II - PROPOSED CONTOURS
EXISTING NATURAL GAS
DRAINAGE AREA 1
DRAINAGE AREA 2
I" DRAINAGE AREA 3
EXISTING OVERHEAD UTILITIES
�EX+O'WM- EXISTING WATERMAIN
PROPOSED SILT FENCE
- - - - - - - - - - BUILDING SETBACK
------- - - - --- VEHICULAR SETBACK
LIMITS OF DISTURBANCE
PROPOSED ELAEAGNUS
aea, L, 5!vp 'F% tla'dn'
PLANTED 10'-15' OC
PROPOSED JAPANESE BLACK PINE
PIYIVS c-.unber•ciana
PLANTED 36' OC
PROPOSED JAPANESE LIGUSTRUM
L6.st_„T iundu-i
PLANTED 30' OC
PROPOSED LIVE OAK
PROPOSED CRAPE MYRTLE
PLANTED 30' OC
\ I
INV=6.80 r
I
BEGIN SWALE
j INV.=9.75 % f
' � r
I
354 354 �� BEGIN SWALE oo
354 54 s r INV.=9.7,5
bus 3 4
\�9e44 Q�l
5 ��
ci
PHASE C'.(? 354 �4 �.� 1 a^
\ ('�3�54 �'+o
0.1
♦\"V _ 3�
X x '
LIMITS �_.. ,_ ��aa. 354
\ �\ i l...E, OF FUTURE YARD % \�/ C3 NV�6.00
\`
/ / / A \� Gv A . / +
/\ \ \ O
v� \ /� V / \ �lx� \ V AV A.�/ \\��/ \ ��� A \ /> V/
\� �..
♦` ' �\ / it /�� EXISTING\GRAVEL PA/TI-I TO 8 `
/ \
\� `f/ \ \ y ; /� / RIM = 10.25 �� \ v `t(SEE
/ / 1/ \>. 1 NOW OR FORMERLY
INV=7.40 % IC PROTECTION (TYP)GREEN ACRES LAND
6 F /\TAIL SHEET 5) ♦ \�� \ f ;Ivv1 , DEVELOPMENT
o ♦/ / /uj ! - 15" hIDP 00.36% SLOPE �/ / \ a \\ / \ �� X / \ \ �/ `\ ✓ /Y + I D.B. 504, PAGE 187
V= .00 /� �\ ` v \ Z / 71 � ` / A 6 `L / 0 - V A 10. `."� ` /A / .� ZONED: HM
'\ %/ \ /v / /$" PEv® C1.369; E
RIMDI = 10.25 / \y ❑i� 1.3 354
j" NV=7.75 �� ��' \� / Y� V��/' vx \ C \ � v Di 13`� j V1 O
�` / /_ `� V v, RIM 10.25 v I
X �i
` /\
354
\
\ /
\ \ \ ' \ / \ Z. \/ \i \
\ ,x � , \ YYY / / '♦ / v / � ' /� '� \ �
n rt
/ \ / %'V � 354
Xr
\ \ \ \ \ \ h j \ `1 �/
` \l / '` \ \ /
x ,/ �`. v/ v/v �, / \ \
\/ 1 GA \\ / \k/ \ ih1 \ / \ \ / i� \ / �� \ /> />
j \ / \\ ' \ / / \ \ \ / \ \� \ \\ \` < /\ r
Q'; \ 2 / /\ �f \ \\f `� ' \ / /\ \\ \X / y i / \� \ �f \ /\ \ i x \i� /' \ \ j \� / \ DO
/
� � � � v. / `, � � � `� \ - �D � ,JC � � ��� � ♦ /A �/ �� ' ". /'� � '\ I ..
\ \ \ �v / A \\ , / FUTUKk YARD A EA/
(2 ACRES) xAol
�x >
' TER ; ` \
Ch /♦ �A A v \/ �� i ��/A DI
�, \%\Y \ ' / \ RIM = 10.70 �C �\ \ \ \ \ 2' GA
Go v A = \� / v , / A /� INV=7.85 ` / \ DI FABRIC PROTECTION (TYP) / V' k
o / (SEE DETAIL SHEET 5)
1�\v �� v 96 LF - 15" HDPE ®0.36 o v 4.
SLOPE��V y
/ / A_ A \ / /� �, \ r
\ / v ❑ / //30
s 1 ,� \ v / %� \ a
DPE O 0.36� SLOPE A ' ` �f V ` �
\ \ ' ; '� PHASE 2 FENCING
DI 10
�\ y / / A A w RIM 10.70 \�
/\vim '� \ INV=7.35
y F
a / v �/ / �4A �
\ \/ \ fir_\r<,�'' \� �\'\�I N
/ + ` \ \
Ix
x v v
/ y
+ ' \ ,\ \`l
END PHASE 1 FENCING + v / /f' /� \ / \ v v V \ / ' r354
" v- / \ v IS PO ION 0 FENCE � / y
1 / " ` / V/`V Av�%C A \ TO BE REMOVED UPON %/`L�� v \ v \�%\"
0 v 0 ,v j /` /A '�� C NSTRUCTION OF PHASE 2 �� \ i�
/ /
r 1 12.50 .:: \ '
!j`
K �
'
/, \\\ -77
,�\
48
50
52 4 FUT( SPAC 5 �. O ' \
III x
..-:•<>
/ \ � 65 3 END PHASE 1 FENCING
F
354 12.50
EMPLOYEE PARkING v
N OTI FY
I 1
354
1 12.50
� 1
I
1
rl
r 1
+ 1
r
' f
• ref~
y� Di 3 ---r °
cl RIM = 11.70
-7.70 �
n .^ lg
DRIi 2
M = 11.70
1 `O 1.4m CI nor INV=8.85
I01 4
RIM = 11.65
INV=7.9O
13-
s
r
I R
I
I
r
+
r Q
I�-:.-•---o : 12.95 � �:
S S.
04
r 4'
FUTURE �L4G-A
18,200 SF
- �0(WAREHOUSE ONLY)
DI 1
Q RIM = 11.80
INV=9.30
/I///f 13.50
DI 11
RIM
INV=9.65
a
z
a
1 O
Q,
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AOCA C b
N /F
JEFFREY NEWBERN
D.B. 666, PAGE 39
ZONED: A
SITEPLAN
FOR
7T��D�� T
T�
POPLAR BRANCH TOWNSHIP
CURRITUCK COUNTY
NORTH CAROLINA COPYRIGHT® 2003
DATE:
8.17.06
DRAYVN
SMM
��+` N �,qR� ��,,
�.a�;.• ••••• , �•�
=
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o L3d ,.sCOSt tlg
survey-
150 A US 11" 158 E
Camden, North Carolina 27921
252 338-2913 252) 335•-1888
CLIECKED:
KDH
APP.R0VED:
SCRj.
SCE
20
PECT
050635
050635 SITE
MEET #
2 OF 7
#
D.4T
DESCRIPTION
BY

VICINITY MAP
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BALLAST ROCK SUBDINSION ,
I PHASE 2
354
ZONED,, GB
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354
Q> .� I
Lys
Lt-
EXISTING FIRE HYDRANT
19
PROPOSED FIRE HYDRANT
r�
POWER POLE
W
BENCHMARK
7'
PROPOSED POST LIGHT
wj
PROPOSED FLOOD LIGHT
WATER METER
15.Ofl
PROPOSED GRADES
CHECK DAM
EXISTING ASPHALT
PROPOSED ASPHALT
FUTURE PARKING
FUTURE BUILDING
FUTURE YARD AREA
1 n
PROPOSED CONCRETE
RIP -RAP
DROP INLET FABRIC
PROTECTION (NTS)
�.^^�-t.
{�^-�._
� ems.
,��'---:.
.,,,'.•-..
EXISTING DITCH
PROPOSED DITCH
EXISTING TOP OF BANK
J � PROPOSED SEWER
_45 — EXISTING CONTOURS
PROPOSED CONTOURS
EXISTING NATURAL GAS
DRAINAGE AREA 1
DRAINAGE AREA 2
DRAINAGE AREA 3
i
+f
f� r
f I'
I
EXISTING DVERHEAD Ul1LITIES
EXISTING WATERMAIN
PROPOSED SILT FENCE
BUILDING SETBACK
VEHICULAR SETBACK
now LIMITS OF DISTURBANCE
PROPOSED EL_AEAGNUS
PLANTED 10'-15.OC
PROPOSED JAPANESE BLACK PINE
PLANTED 30' OC
PROPOSED JAPANESE LIGUSTRUM
L ,a _strum ! �cidl,�
PLANTED 30' OC
44
PROPOSED LIVE OAK
PROPOSED CRAPE MYRTLE
a_
PLANTED 30' OC
s
Va... ♦ I _
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LIMITS OF FUTURE YARD
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D.B. 504, PAGE 187
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GRAPHIC SCALE
20 40
{ IN FEET )
= 24 ft.

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EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
POWER POLE
W
BENCHMARK
PROPOSED POST LIGHT
PROPOSED FLOOD LIGHT
®
WATER METER
15.00
PROPOSED GRADES
4
CHECK DAM
VICINITY MAP
CONTRACTOR SHALL CONSTRUCT TEMPORARY
SILT f
\ SWALE FLAT AT ELEVATION 6.0 TO PROVIDE
BYPASS FOR INFILTRATION BASIN DURING
CONSTRUCTION. UPON COMPLETION 4F
CONSTRUCTION, REMOVE CHECK DAM AND
>, FILL SWALE
NOW OR FORMERLY
` WILBUR GRIGGS
D.B. 217, PG. 394
ZONED: C /
NOTIFY i
ULOCO
AT
1--800-632_4949
FOR LOCATION OF EXInNG
UTILITIES
PARCEL 4
BALLAST ROCKESUBDIVISION
ZONED: GB
p
V=6.00
EXISTING ASPHALT
pROPOSED ASPHALT
FUTURE PARKING
%k
FUTURE BUILDING
F� 7`
FUTURE YARD AREA
a
PROPOSED CONCRETE
RIP -RAP
DROP INLET FABRIC
PROTECTION (NTS)
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!MF#kTRRT[t14V BASIN
#
BOTTOM EtE- L(
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INV=6.00
DBSCRIPnVN
BY
�T EXISTING DITCH
PROPOSED DITCH
EXISTING TOP OF BANK
PROp05ED SEWER
--- EXISTING CONTOURS
PROPOSED CONTOURS
-� EXISTING NATURAL GAS
DRAINAGE AREA 1
DRAINAGE AREA 2
DRAINAGE AREA 3
EXISTING OVERHEAD UTILITIES
EXISTING WATERMAIN
PROPOSED SILT FENCE
— — - BUILDING SETBACK
VEHICULAR SETBACK
LIMITS OF DISTURBANCE
SOW
PROPOSED ELA£AGNVS
Elaeagrus sap "•uit�anou
PLANTED 10'-15' OC
PROPOSED JAPANESE BLACK PINE.
erana
p trvnba•�
PLALA NTED 36' OC
PROPOSED JAPANESE LIGUSTRUM
L,qustrum lucdum
PLANTED 30' OC
s
PROPOSED LIVE OAK
PROPOSED CRAPE MYRTLE
PLANTED 30' OC
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7RiSCT TEMPORARY k
CONTRACTOR SHALL CONS {
SWALE FLAT AT ELEVATION 6.0 TO PROVIDE
TI BYPASS FOR INFILTRATION BASIN DURING I j
f I { CONSTRUCTION. UPON COMPLETION OF
k.
CONSTRUCTION, REMOVE CHECK DAM AND
FILL SWALE
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INV.=7.0
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DATE: �.�' ,� CAR '�. 20
8.17.06 SM ` �'t ,......
.,
PLA ]� r APPROVED: : a
j T�' 1 �f CHECKF.eD: SCR = � 1 . -_
S KDH and _ COnsu ling
QI� PROJECT # � �it�EBiS
Sc.II p ,S} urveyors
T� - 05063 � {
1� WING# .CI .•�ISQA, D.� -C . 1
1TL''","'C r•jl`�. a 2792ENl � ?P]?ISE
ITE r "- . i1jo1'th Carolan
050635 S �" Camden, C
. � -1888
• C. R . 2�2 33S
PORLAR Bj?ANCH TOWNSHIP' '�..,jrr,,,�S,S�, 252 338-2913
,IIE'ET #
CURRITUcK COUNTY 4 OF 6
COPYRIGHT ®2003
NORTH CAROLINA

I
3 i"�
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1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL)
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
3. INSTALL STORM DRAINAGE (INCLUDING TEMPORARY BYPASSES OF THE
INFILTRATION BASINS) AND THE REMAINING SEDIMENT AND EROSION
CONTROL PROTECTION.
4. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING.
5. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN
21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND,
A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING
DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT
6. REMOVE SEDIMENT FROM DROP INLETS AND SWALES, CONNECT DRAINAGE
SYSTEMS TO INFILTRATION BASINS AND REMOVE TEMPORARY BYPASS DITCHES.
7. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY,
8. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES.
CONSTRUCTION SEQUENCING
2' X 4" WOOD FRAME
I� 11
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2" X 4' STAKES
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4' X 4
%ILTER FABRIC
(GATHER EXCESS
AT CORNERS)
1BRIC
BURIED
1. SPACE STAKES EVENLY AROUND THE PERIMETER
OF THE INLET A MAXIMUM OF 3' APART AND
DRIVE THEM SECURELY INTO THE GROUND.
2. PLACE THE BOTTOM 12 INCHES OF THE FABRIC
IN A TRENCH AND BACKFILL THE TRENCH WITH
AT LEAST 4 INCHES OF CRUSHED STONE OR 12
INCHES OF COMPACTED SOIL.
3. THE TOP OF THE FRAME AND FABRIC MUST BE
WELL BELOW THE GROUND ELEVATION DOWNSLOPE
FROM THE DROP INLET TO KEEP RUNOFF FROM
BYPASSING THE INLET. IT MAY BE NECESSARY
TO BUILD A TEMPORARY DIKE ON THE DOWN
SLOPE SIDE OF THE STRUCTURE TO PREVENT
BYPASS FLOW. MATERIAL FROM WITHIN THE
SEDIMENT POOL MAY BE USED FOR DIKING.
FABRIC DROP INLET PROTECTION
NTS
VEGETATED FILTER STRIP
NTS
SEEDBED PREPARATION
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS
TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE
SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES.
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL, BE WORKED INTO A SEEDBED BY
THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN
THE SOIL IS FROZEN OR EXTREMELY WET.
LIMESTONE, FERTILIZER, AND SEED
LIMESTONE, FERTILIZER, AND SEED SHALL BE APPLIED WITHIN 24 HOURS AFTER COMPLETION OF SEEDBED
PREPARATION. LIMESTONE AND FERTILIZER MAY BE APPLIED AS PART OF THE SEEDBED PREPARATION, PROVIDED
IT IS WORKED INTO THE SOIL IF NOT SO APPLIED, LIMESTONE AND FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY
OVER THE PREPARED SEEDBED AT THE SPECIFIED RATE OF APPLICATION AND THEN HARROWED, RAKED, OR
OTHERWISE THOROUGHLY WORKED INTO THE SEEDBED. SEED SHALL BE DISTRIBUTED UNIFORMLY OVER THE
SEEDBED AT THE RATE OF APPLICATION SPECIFIED, AND IMMEDIATELY HARROWED, RAKED, OR DRAGGED AS
TO COVER THE SEED WITH A LAYER OF SOIL.
MULCHING
ALL SEEDED AREAS SHALL BE MULCHED. GRAIN STRAW MAY BE USED AS MULCH AT ANY TIME OF THE
YEAR. MULCH SHALL BE APPLIED WITHIN 24 HOURS AFTER THE COMPLETION OF SEEDING. CARE SHALL
BE TAKEN AS TO PREVENT DISPLACEMENT OF SOIL OR SEED FROM THE SEEDBED AREA DURING MULCHING
OPERATIONS. MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR MECHANICAL SPREADER. AN ACCEPTABLE
APPLICATION WILL BE THAT WHICH WILL ALLOW SOME SUNLIGHT TO PENETRATE AND AIR TO CIRCULATE BUT
ALSO PARTIALLY SHADE THE GROUND, REDUCE EROSION AND CONSERVE SOIL MOISTURE.
MAINTENANCE
AREAS WHERE SEEDING AND MULCHING HAVE BEEN PERFORMED SHALL BE MAINTAINED IN SATISFACTORY
CONDITION UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. AREA OF DAMAGE OR FAILURE DUE TO ANY
CAUSE SHALL BE REPAIRED OR REDONE AS NECESSARY.
SEEDING &MULCHING
MAX. HEIGHT
1 B"
LENGTH AS NECESSARY
TO INSURE STABLE INSTALLATION
FILTER F
BACKFILL MINIMUM
8" GRAVEL OR
COMPACTED SOIL
1. FILTER FABRIC SHALL BE EXTRA STRENGTH FABRIC
CAPABLE OF MEETING 50LB/LIN. INCH.
2. FABRIC SHALL HAVE A SLURRY FLOW RATE OF
0.3 GAL/SQFT/MIN.
3. STAPLE OR WIRE THE FABRIC DIRECTLY TO THE POSTS.
4. EXCAVATE A TRENCH APPROX. 6" WIDE AND 8" DEEP
ALONG THE PROPOSED LINE OF POSTS UPSLOPE
OF THE SILT FENCE AND BURY THE BOTTOM EDGE OF THE
FILTER FABRIC. BACKFILL THE TRENCH WITH COMPACTED
EARTH OR GRAVEL.
5, INSPECT SEDIMENT FENCES WEEKLY AND AFTER EACH RAINFALL
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE FOR THE NEXT RAIN.
6. REMOVE FENCING AS THE DRAINAGE AREA IS STABILIZED.
12"
8"
X 4"
14" U POST
"V" TRENCH —�
UNDISTURBED SOIL
SILT FENCE DETAIL
NTS
I" CURB
FROM
F
PLAN VIEW EOP
SECTION VIEW
STORMWATER FLUME - TYPICAL
NTS
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIRMENTS OF THE EROSION
AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF NATURAL
RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR
GRADED. CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW) WITHIN 30
CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITFIIN T►iE SPECIFIC AREAS. THE
CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING
CLEARING; SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE WITH THE
NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL
AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE
RESPONSIBILITY OF THE CONTRACTOR, THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A
GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND
REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING
STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS,
NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS.
EROSION CONTROL MEASURES
SEED MIXTURE RATE OPTIMUM PLANTING DATES
1. KENTUCKY 31 FESCUE 5 #/1000 SF MAR. 15 - MAY 1
AUG. 15 - OCT. 15
2. COMMON BERMUDAGRASS 2 #/1000 SF MAY 1 - JUNE 30
(HULLED)
3. PEARL MILLET 2 #/1000 SF MAY 1 -- OCT. 1
4. FESCUE 5 #/1000 SF OCT. 15 - MAR. 15
SEEING SCHEDULE
TYPICAL DITCH OR SWALE
NTS
NOTE: ALL MATERIAL AND INSTALLATION TO MEET
MIN. SPECIFICATIONS OF
NCDOT " STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES', LATEST EDITION.
C.I. F. & G. = DI-840.16 BY CAPITOL FOUNDARY OF
MRGINIA, INC. OR EQUAL, HEAVY DUTY CASTING,
RIM ELEV. FRAME = 180 LBS. MIN., GRATE = 270 LOS. MIN.
(SEE PLANS) 8"
CORBEL MASONRY AS REQ'D FROM FULL DIM'S OF
RISER BARREL TO INSIDE DIM'S OF FRAME.
CORBEL OR CONE SECTION MAY BE ECCENTRIC,
AS REQUIRED
SEE PLANS FOR
INVERT & RIM
ELEVATIONS
INSIDE DIMENSIONS:
SHALL BE EQUAL TO THE
LARGEST CULVERT DIAM.
8" SEWER BRICK MASONRY (SOLID)
SET MASONRY WALL FLUSH
W/ BELL END OF CULVERT
�INV. IN.
INV. OUT —
DROP INLET
NTS
SEE PLANS FOR
CULVERT TYPE & SI
SEE PLANS FOR SLOPF
SUMP INVERT
r
—3000 PSI CONCRETE FOOTING
J W/ 6x6x10/10 WWM
—COMPACT SUBGRADE TO
95% OF ASTM D 698
A. NCDOT #5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6" DEPTH MIN.
B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS TO BE PROVIDED.
C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
D. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
Sv
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
CLASS "B" EROSION CONTROL STONE
STONE DEPTH — 22.5"
PIPE
L
18,
NTS
TOP OF BANK
DITCH BOTTOM
I" EROSION CONTROL STONE
DEPTH TO FLUSH WITH
DF DITCH
— (ER OF FINE GRAVEL
OR WOVEN GEO-TEXTILE
RIP -RAP OUTLET APRON
NTS
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52.60
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BOTTOM ELEV = 6.0'
101. 89'
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45.00' R15.00'
�7.0 -------
260,00'
INFILTRATION BASIN #2
5:1 -
230.00'
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8.0
5
7.0
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R8 00'
INFILTRATION BASIN #3
BOTTOM ELEV = 6.0'
7,(
7
R8,00'
230.00
INFILTRATION BASIN #3
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