SW8070919_Approved Plans_20071005

Revisions
0UMFS ILK
SYSTEM MIXER PAD W/ SHADOW VICINITY MAP
DRAINFIELD 15.0'
LOCATION PARKING BOX FENCING NOT TO SCALE
EDISON ROAD (SCREENEDIN
(EXISTING SOIL ROADWAY)- REAR W/ 3 0 SITE NOTE
-JS
TO BE ABANDONED SHRUBS)
OT,-4
BOUNDARY INFORMATION PROVIDED BY NORRIS & WARD
C, 0
SURVEYING, CALABASH, NC.
LAN DSCAPE 12'X 55' PROPOSED.
AREA (BLOCKED) LOADING AREA
00
340 SF FUTURE STORMWATER THIS SITE DOES NOT APPEAR TO BE LOCATED IN A, FLOOD.
BAY DOORS HAZARD ZONE.
0 SPEC
100.v DEVELOPMENT POND
AGG
>
AREA 0 C) 0�
133.0 77.2 ALL LIGHTING IS TO BE INTERNALLY ORIENTED, AND WILL NOT
0
IM 7 EXCEED 40'IN HEIGHT IIN VEHICLE AREAS. LIGHTING SHALL
44. >1
V? . I - 1 0
0 NOT EXCEED 16 IN REIGHT IN NON -VEHICLE AREAS, OR WITHIN U
PROPOSED LANDSCAPE
TANKER CONCRETE 0
0 AREA 'kj_fEELST0PS 'OF A RESIDENTIAL PROPERTY, PER SECTION 6.6 OF THE
3 5. 50
PARKING KED)
SPEC GARAGE/SHOP (-BLOc 3: CN
12M SF ,�LAN DSCAPE BRUNSWICK COUNTY LIDO.
AGG AREA Z
z
(BLOCKED) 0 "'00
250 SF THE PROPOSED BUILDING WILL NOT EXCEED FORTY FEET (40')
0
IN HEIGHT.
ASPHALT OFFICE
C;
LOADING 73'V 0
CONVEYOR WATER SHALL BE PROVIDED BY THE COUNTY USING
SPEC YARD a 2; M-4
BELT . W 0 .,..1
�4
AGG DEVELOPER -INSTALLED WATERLINES. SEWER SHALL BE
Z) CQK"TE 91DEWALK jj4, >
0
SEPTIC SYSTEM AS APPROVED BY BRUNSWICK COUNTY
0 CONCR"ETE 0 0 E
E HEALTH DEPARTMENT.
LANDSCAPE P
PLANT
AREA
(BLOCKED) LAN DSCAPE ALL PARKING LOT LANDSCAPING SHALL MEET THE
I 1 1 60.V AMA
MIXER .5fiOO SF S
0
20'VEGETATED BUFFER CONTAIN ING:. (BLOCKED) REQUIREMENTS ET FORTH IN SECTION 5.4-G OF THE
LOADING
8 CANOPY TREES 200 SF BRUNSWICK COUNTY ZONING ORDINANCE. ALL BUFFERING
AREA
24 UNDERSTORY TREES, 36 SHRUBS SHALL MEET THE REQUIREMENTS OF SECTION 6.3 OF THE
(ALL NATURAL VEGETATION TOREMAtN) HANDICAP PROPOSED 3" SDR 21 PVC WATER SERVICE LINE (SEE SHEET C4)
ZONING ORDINANCE
SIGN (VAN
ACCESSIBLE)
fl
INTERIOR ISLANDS TO BE- BLOCKED FOR PROTECTION & TO
DEPRESSE
E
SIDEWALK FOR ASPHALT PREVENT LANDSCAPE MATERIALS FROM WASHING INTO
ADDITIONAL ACCESS RANP 70! x 30' PARKING AREAS.
ENTRY SliGHT TRIANGLE
SPACE FOR DRIVEWAY
0 AGGREGATE/SAND BUSINESS SIGN SHALL MEET THE REQUIREMENTS OF SECTION
MAC CONSTRUCTION COMPANY. 5.21 OF THE BRUNSWICK COUNTY ZONING ORDINANCE.
ZONING: RR
USE:VACANT
0 0 0 0 0 0 0 0 0 0 .0 0 0
t 0 0 0 .0. THERE IS NO PHASING PROPOSED.
EIR
EIRI EFEF N 89<34-09" W 795.58' 87004!39' 6-9.6'
EXISTING DITCH' 10'VEGETATED BUFFER CONTAINING: THERE ARE NO EXISTING DRIVEWAYS ON ADJACENT PROPERTY.
8CANOPYTREES EXISTING DITCH
16 UNDERSTORY TqjEES, 24 SHRUBS TRACT2 SCALE: V 40' ALL SPEGIFIC LANDSCAPING ELEMENTS MUST BE PROVIDED
(ALL NATURAL VEGETATION TO REMAIN).
AND APPROVED BY THE PLANNING DEPARTMENT PRIOR To
BARNHILL CONTRACTING COMPANY 0 40 80 160 240 1 .410
1"T _S CHOOSING THE
0 &0 i OBTAINING A BUI) DING PERNI THIS INCLUDE'
ZONING: I-G Ly
USE: INDUSTRIAL Lic DESIRED BUFFER TYPE AND SPECIFIC PLANT SELECTION.
PROPOSED 3 PVC WATER SERVICE LINE
..............
TO C x In
ONNECT TO EXISTING 24" W 1­0
... .. . . . ...
WATERLINE ALONG US HWY 17 STORMWATER RUNOFF FROM ALL IMPERVIOUS SURFACES
.......... . ... .............. ...
........... .......
SHALL BE DIRECTED TO THE PROPOSED STORMWATER POND.
........... .................... ..................... .............. . . . . . . .
NEAREST FIRE HYDRANT LOCATED
V-6" x V-0" x 0.080 STD. ALUM-.�FIANDICAPPED ............................. ................ ...........
a
-W .. F__f U u
....................
PARKING SIGN TO READ 'RESERVED PARKING' WITH R/W OF US
-Z- A STATE STORMWATER PLAN MUST BE REVIEWED AND
-"q,. 09 ;;-7
.... .......... --- IN 17 APPROX. 220'WEST OF
. . ............. ............................................. ..... 0)
F
IDENTIFICATION SYMBOL. BOLT TO WD. POST W/ 3/8' . .....
... . . . . . . . . . . .
.. ............ . ........ .......... .... .. NCDENR_DWQ PRIOR TO CONSTRUCTION.
. ................. ........... .......... CONNECTION POINT) APPROVED BY THE
..... ....... ............
.......................... ............ ...... . . ........... ..............
CADMIUM PLATED NUTS, BOLTS AND WASHERS. T . .......... .......... ...... ......... ........... .. ...... Ir
.......... I.- ............ ................. .......
............................................ ... .... .............................. .......... ............
.......... ...
................
- --- - ---- - ......... Cc -C\f
. . . . . . ca
................ . ........ * .. ­­­­ *,*,-** .. :.": " * ", V
............................. .. ......
.7:
.......................... ... ................... .. .. .....
_ ..... _.7.=7.7
.............. ........ I .................... . ... . ....
....................... .. . . — .... ---- ------------- -- ........
............
....................... ..... .
RESERVED F-1 ....... ­.'.'.'.*.* .................... ...... . . . ... .............. (SEE SHEET C4)
4:4
. . ... ...... ..
......................... .......
................ ...... ............ ........... .........
............... ..... %� .. ......... .. 6 �z a; WETIAND NOTE:
.......................................
PARKtNG - ... .... ................ ........ ...........
.......................... .........
...................... ..................
--Wj TV
.......... ...... .. ... ........... . . . .............. WL
.................. ...... ................. 0
.......................... ........... .......... .......... .............................
mv: ................ ... - .. * .......
................................ ..... .. . . ......
............ ... - .= .... ........... ....... ...
........ . ... .... . ACCORDING TO LAND MANAGEMENT GROUP, ILMINGTON, NC z
.... . .. .
............. . . . . . . ......................
. ........... ..........
................ - ...
........ ....... f.. ......................................... ........
9" x 1 1-0" x 0.080 STD ALUM. SIGN TO RE -AD �VAN ....... ....... .................................... . . .... .
..........................
..................... __ ............... .. .......... A ...... ......
..................... .......
ACCESSIBLE'. BOLT TO WD. POST WITH 3/8" ........... ....... ........................ ..... ­­ ... M ��
............. I ....................... . ............. ..... . .........
............................................... .......
................
. . . . . . . . . . . .. ....... ........ ...................................................
.. .. ..... ..... ..... .......... __ ........
........... ............. . .
CADMIUM PLATED NUTS, BOLTS AND WASHERS, . ...... . ............................ .. ............ ..... .... Ce ><
...... ....... . ......
------- -- - -
......... ...........
..................
........... - ................. .........................
...........
...... MEM
............. .... .........
.......... ........
am
9"x I'-G"x 0.080 STD ALUM. SIGN TO READ "MAXtMUM
12" 14"
PENALTY $250". BOLT TO WD. POST WITH 3(8" OD
CANDIUM PLATED NUTS, BOLTS AND WASHERS- ............................. ...... ...................
LEGEND AND BORDER- GREEN WHITE FINISHED
SYMBOL ON BLUE BACKGROUND
BACKGROUND- WHITE TREATED WOOD 4" X 4" POST GRADE
I - "R 1-1/2"R FINISHED PARKING SURFACE
-1/2
(TYP.) (TYP.)
URN DOWN SIDEWALK
z IL
WA AN 3V DEPRESSED SIDEWALK DELA
x1\
V
3/8"
(TY, \e-
PENALTY X 1\X11,1
-S
6 ACCESS11 x
(TYP.) Z
N N
'N N - NOT TO SCALE
>
12"
12" :/1 X
XK
LEGEND AND BORDER- GREEN NOTES: 1/8"R TOOLED
LEGEND AND BORDER- GREEN x
x JOINT
BACKGROUND- WHITE
BACKGROUND- W, HITE 1, SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION SAM
JOINTS (C.J.) SPACE E AS. SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6"AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6" IN LAST TWHERE IT ABUTS PAVEMENT
WITH NO CURB.
HANDICAP SIGN DETAIL
5. 1/2- EXPANSION JOINT (E.J.) REQUIRED AT W MAX. AT SIDEWALK
NOT TO SCALE JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN.
6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT
PARALLING CURB OR STRUCTURE.
7. REINFORCE W/6X6-10110W.W.M.
1/2" EX A
JOINT KATERIAL
CURB
50'MAX. SPACING
EX
PAINSION JOINT (E.J.),
TOP OF REINFORCING BAR
FLUSH WITH TOP OF CONCRETE.
A
ul
4
...... . . . . . . . ......
1. � � q .1 1
. - . . : , a _.
. ' 4 - - .
4 A
I . .
4 q- - . - 4
-i
-
C3
4
10
7/8" DIA. HOLES
1/4"x I" DEEP WAN
1/8"R TOOLED JOINT
C.j
n momcnionlMn PAP
Date: 7703707
Scale: A$$HQWN
Drawn By: CNM
Checked By:
APPR(OVA
�A CARnlo�'
Olilt .............
2 #4 BARS k/
4
IMBEDDED 18"INTO SUBGRADE. !4 D1111SION OF WATEPI QUAL1. 11! --`j1LSS/'
CONTINUOUS 0
SEAL
8948 1
CONTRACTION JOINT (C.J.)
'TRUCTURE
BLDG.-S p
CONCRETE WHEELSTOP DETAIL
ml,wwig u- I
.or M OW V�
NOT TO SCALE
.C.

NOTES:
1. VIGOROUS STAND OF PERMANENT GRASS COVER SHALL
w . / . - .- ., __
CATCH BAS JN B
BE ESTABLISHED AS SOON AS POSSIBLE ALONG THE
F
BANKS OF DITCHES AND DISTURBED AREAS. INHERE
DATA TABi..�
DITCH BANKS CANNOT BE ADEQUATELY STABILIZED WITH
VEGETATION, AN ARTIFICIAL LINER SUCH AS RIP -RAP
IN RI
SHALL BE USED TO PROTECT BANKS.
IIID
RIM INVERT DOW NSION
2. WHERE SLOPE OF CHANNEL BOTTOM EXCEEDS 1.5%, PULL SLOPES BACK TO BLEND
EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL LINING INTO EXISTING TERRAIN, TYP.
CB-1
44.20 39.69 3 3
MATERIAL SHALL BE USED.
CB-2
43.50 39.00 3 X 3
C-3
42.E 38.48 3 X 3
CB-4
42.00 39.00 3 X 3
WETLAND PLANTS
SCIENTIFIC NAME
NOTES
SCIENTIFIC NAME
NOTES
COMMON NAME
COMMON NAME
PELTANDRA VIRGINIA
FULL SUN TO PARTIAL
PONTEDERIA CORDAfiA
FULL SUN TO PARTIAL
ARROW ARUM
SHADE
PICKERELWEED
SHADE
SAGGITARIA LATIFOLIA
AGGRESSIVE COLONIZER
SCIRPUS VALIDUS
FULL SUN. AGGRESSIVE WEEDY ALIENS
ARROWHEAD/DUCK POTATO
SOFT -STEM BULRUSH
SUCH AS,P. PERFOLIATUM
ANDROPOGON GLOMERATUS
REQUIRES FULL SUN
POLYGONNUM SPP,
FAST COLONIZER. TOLERANT OF
BUSHY BEARDGRASS
SMARTWEED
FLUCTUATING WATER LEVELS.
TYPHA SPP.
AGGRESSIVE. MAY ELIMINATE
JANCUS EFFESUS
TOLERATES WET OR DRY
CATTAIL
OTHER SPECIES.
SOFT RUSH
CONDITIONS.
SAURURUS CERNUUS
RAID GROWTH. SHADE
MANIA AQUATICA
PREFERS FULL SUN.
LIZARD'S TAIL
TOLERANT..
WILD RICE
`4tt SLR
3 � f i
i _- {_[1-I � �-
i
MANHOLE RING AND COVER SHALL
BE US FOUNDARY 669KL OR
APPROVED EQUAL
"V DITCH" GRASS SWALE
_
NOT TO SCALE
AS REQUIRED TO ACCOMMODATE-2
STORM DRAINS AND INLET FRAMES
CB-S
444_u
41.34
3 X 3
CB-6
44.06
40.92
3 X 3
CB-7
43.38
40.24
3 X 3
CB-8
43.23
39.57
3 X 3
CB-9
43.00
38.90
3 X 3
CB-10
42.00
38.22
3 X 3
CB-11
41.35
38.72
3 x
JB-1
42.20
37.67
3 X 3
JB
42.20
36.20
4 X 4
CB = CATCH BASIN
JB = ITTmfvrf0N BOX
.. A 'TtTR CO IDATION.
T LOCAL AGENCY SPECIALIZING IN WETLANDS, SUCH AS THE NATURAL A
TO ENSURE SUCCESSFUL PROPAGATION AND SURVIVABILITY, CONTACT A
' ION OFFICE OR A LOCAL NURSE B
RESOURCE CONSERVATION SERVICE "NRCS), THE NC COOPERATIVE EXTEN ,
• . • .. JUNCTION BOX
WETLAND SPECIES TA
_ . SHALL BE NC DDOTE
6
- • 84t3.46 STAMPED SEAL WATER -TIGHT BETWEEN
..
.. . . , FOR TRAFFIC USE o PIPE AND CATCH BASIN
PRECAST CONCRETE
3 MIN " ....
•.•.•:.-.•::.•.•.•.•.•.•.•..:: t2 #57 .......... ..... -
MANHOLE RING AND
_......................... ... COVER SHALL BE SECURED
- 42 ,���COMPACTED STONE .. .• F---r
FREEBOARD ELEV_
iuu
uu� u.
xaaaoeaQotxaa "gptaaa qat
x oa aana ci " roaaaaauoacte
TO THE JUNCTION BOX
x x. a 8 a ®,c xar �4aa:aaaaQaQ®,pc€uaaa
FOREBAY 3.1 TO EXIST ��� �-���,������� . �x s �_ � - La
loan axcna04cCOMPACTED USING �x3REDHEADSOROUNQ
,<
saa�re�cxctt�afis�a����w .aQcx e#..._cs, �s ,.. _...._ ._�. _
CONTRACTOR TO -
EQUALLY SPACED.
SUBGRADE :+� .
PROVIDE BERIWUDA
STORMWATER POND OUTLET
SOD (TYP)
SECTIONQB SECTION A -A
PIPS IIIA. RIPRAPSEE DETAfLj
TP FOR STATE = 41.00 A
- NOTES:CA
6:1 VEGETATIVE SHELF
1. SEE TABLES FOR STORM DRAIN SIZES, INVERT ELEVATIONS,
AND TOP OF COVER ELEVATIONS. TYPICAL GONC.
T FILTER FAB I -
.,� 2. SEE PLANS FOR ORIENTATION OF STORM DRAINS RELATIVE FLARED END #% C
_ ,, PIPE TO JUNCTION BOX. SECTION - ..
PP = �.?' PP 39•a�'i'
- n (HOPE} DISCHARGE PIP 4" CONCRETE POSTS
:1 VEGETATIVE SHELF
JUNCTION
�/
INV l s c U I I CT I O BOX B I --- RIC VIEW
j 2" ORIFICE
. Date: 9-24-07
'.. E / 8 BEE OUTLET B NOT TO SCALE
PLAN VIEW
� � � ,_ . � Seale: AS S�(JWN
DETAIL) TRASH GUARD
#4 REBAR 4" O/C NOTES
MANHOLE FRAME AND CRATE " SI±I APPROPRIATE SCHEDULE FOR DIMENSI€)NS Drawn By: JCR
CAST INTO 4
CONCRETE POSTS t. La IS THE LENGTH OF THE APRON.
A A AS REQUIRED2. d =1.5 TIMES THE MAXIMUM STONE DIAMETER, Checked By:
BUT NOT LESS THAN 6"
s"
3. A FILTER BLANKET OR FILTER FABRIC SHOULD
BE INSTALLED
PERMANENT POOL _, .. - _ BETWEEN THE RIP -RAP AND SOIL
US FOUNDARY
ELEVATION = 39.50' THROAT ELEVATION = 41.t)fl' FOl1NDATiON.
t3€33NE3 t3ATR 7Ai3LE �; I TEMPORARY POOL ELEVATION I _ _ _ _ _
= _ DROP INLET (SEE } A3 REiREf)
ELEV - 34.50 ELEV = 34.59
FRAME & ORATE (SEE POND DATA TABLE)
4190-6259 2.t10" SCH. 4f; PVC ORIFICE AS REQUIRED ------+►-
i = , . RIM
2 -TEES WITH SCREW -ON PLUG Wt GASKETS A � > , ; . " A z � La
: VEGETATED WITH WETLAND SPECfEs
NOTE. �.1 SfiELE TO BE
(SEE POND DATA TABLE FOR SIZE) 2 - 12" (HE3f'E) y
>..
2 - 12" (HOPE)
(SEE WETLAhtD SPECfiEs TABLE
B
f7
-
_ w
PLAN
r ...
S S� TIOI�
#D ROB _ � _
©p n TAR POND � _
F- [� P � �J TO � � _ BOX SHALL BE NC
O O - --
_ INVERT DOT 840.46 T ELEVAT
NOT TO SCALE fO
r _ _
•� .4 STAMPED FOR � 37.96' INVERT ELEVATION= 37.96 E
AS r
- .. :. TRAFFIC USE «_ �T, . ; ..•. ....�_ .. _ �, ....,, _ ,-_�� : r r .:- ..--_• , . .
xE. MED AS r FILTER FABRIC
j c - F#fL TO tidVERT ►l#TH CONCRETE FILL TO INVERT WITH CONGRET s�
ttF.:. xx
,x PLAN VI€VV SECTION A
' :'.y ". y' a ,.: to . •x n .-rats f- \\\ ////
C A
.: -... -
•
y y . rt,-j.. :••,L.e. .,. <rK.s,ut 'Ybyoy ya. _. v...__e 'h,+', _ S}; -_.v'.t<•_�-. 0_bya..,
.:.,•:.%..`-�g- .t• i:"-.•a .s•.ty`t_s-•., , .• • ..iSFe�s-•�-. t ..• i •- _..vi.rtuz .• .:=_ ,"••�Fa
R.p
ON#57 CRUSHED Q
#57CfVSHED UTLET PROTECTI-
•'.
•
�
..
.©ov STONE STONE
NflTE. SEE PLANS �� '•:.-s..'•,:}Ar, ": � ." - -
a-D D.-, .. .. . D..O. D. II 4.. Q -C.. O O 4 $ 4 b a :. C ;E i! n 4 O -. ._ •. •.._ • .... • . -
.�
a o a D a o b o a
FES 1 F Q
D.D D o a a a .a
ES 2
.- .. DEPTHS
PIPE bib � 0261
� b � -. .. , � . , ...: , : " ... ,
FOR DEP �p
O a SF Ob O.O. !! " ..,..: ...:., x a .`,..
i'-} �F i5 r 0,9-S- ii- i .. -
D 7� .,b._a a a . D�a a b a b ". ... , . , . ._ , ... ., ,.. do _PIPE I
.00booefo°DbDaa6oao°D°a aD�a°o ,,Dib,DriIIriD or;o�afio�arD�,iiwo�,D,c NOTES. D A � �
SIZES AND SLOPES 2 La 18 �. =
- COMPACTED SUSGRADE COMPACTED SUBGRAf3E La _ La = 18 La = 10 . = ::
1. SEE TABLES FOR STORM DRAIN SIZES, INVERT ELEVATIONS, -APRON LENGTH W 6` W 6' " 8948
W = APRON WIDTH .
AND TOP OF ORATE ELEVATIONS. SECTION A -A - _ _
8" STONE _ d t2 d 12 •. F �:
2. SEE PLANS FOR ORIENTATION OF STORM DRAINS RELATIVE d APRON DEPTH
•. k Q4-
SECTlo�hA-A BEDDING MIN. SECT 2. la,�I B,
`...-�- (MIN.)
_ DETAIL
TO POND OUTLET.
Cuss=B Class - B / .',RI,:��
3. ALL PIPE OUTLETS AND INLETS MUST BE SEALED _ n .
CATCH
BAA WATER -TIGHT BETWEEN PIPE AND CATCH BASF, OUTLET PROTECTION =LARD ,••• !� \
_
= BY MEAN
4, THE STOFIMWDATER POND SHILL BE DRAINED S OF
NOT TO SCALE NOT TO SCALE
A GAS POWERED MUD HOG TYPE PUMP, NOT TO SCALE CZ O�
'1"h s drag • ritr € r�ppro UC iln
hole or > �01 vvarMe, n pm ss on
P
of B"t Co st �� eeri>ia� end wr-ve n , P.C. ECES PROJECT Na. 0732