SW7091205_APPROVED PLANS_20100811

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW ]O�
DOC TYPE
❑ CURRENT PERMIT
I APPROVED PLANS
l❑
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE(
YYYYMMDD

SHEET IN
� ND
SHEET i SITE Jai PLAN & UTILITY PLAN
EXISTING ASPHALT PA417AENT
PROPOSED D.I.
SHEET 2 GRADING & DRAINAGE PLAN
-- PROPOSED S70M PIPE
PROPOSED ASPHALT PAVEMENT
PROPOSED -RAP
SHEET 3 UTILITY PLAN
SHEET 4 SOIL EROSION & SEDIMENT CONTROL PLAN
.
PROPOSED L10NWtETE PAVEMENT_
_ _ _-
PROPOSED SWALE,
SHEET 5 SITE DETAILS
t.
PROPOSED TURFSTDI� PARKING
� I FIB HYDRANT
SHEET 6A GRADING &DRAINAGE DETAILS
EXISTING WETLAND
PROPOSED LTA AND GUTTER
PROPOSED SPIN. CLIRB AND GUNNER
SHEET 6B WETLAND PLANTINGS
F777M
PROPOSED GRAVEL (PERSIMMON S!)
PROPOSED 6" aM (NO GUrM)
SHEET 7 UTILITY DETAILS
4 ,
PROPOSED GRAVEL PAVE2
SHEET
8 SESCP
DETAILS
7" TOTAL THICKNESS
0 jE
EXIISI NG NEON ROD
O sp
EXISTING I@ON PIPE
m MIN
R/W DISK/MO► Uli"T
A
©
EXISTING PK NAIL
NAB
PER14ANENT VEGETATION
TEAIPQI RY VEGETATION
�
EX. UTILITY POLE
SEEDING DATES: APRIL 1- SEPT
ISEEDING DATES: OCT. 1 - MARCH 31
EX Fltf HYDRANT
SEED MIXTURE APPLICATION RATES/ACRE
SEED IBXTUI APPLICATION RATES/ACRE
BA4IA 30 LBS.
RYE GRAN 175 LBS.
EX. WATER VALVE
COMMON A 50 LOS.
(
1 ERTLZER
ERMAN��
GE[RMAN MILLETf 15 LBS,
10-1G-10 O 750 LB/ACRE
FESCUE 20 LDS.
MULCH
FERTILIZER R
10-10-10 O SOO LB/ACRE
APPLY 4.000 LB. STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING OR A MULCH ANCHORBG TOOL A OSK WITH BLADES SET NEARLY
STRAIGHT CAN LE USED AS A MULCH ANCHORING TOOT..
HW.GN
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING OR A MULCH ANGIIOBXIG TDOL A FkBIR WITFI BLADES SET NEARLY
STTRQAIC#li CAN 8E UD �A�Sy�.A MULCW ANgI(3#G TOOLsl.�/+II !�/1�/�/1'yT�ry!
1B. - SUMM � CIFI AL�.S.3C
3.287 SQ.FT. OF --\
WETLANDS TO BE
FILLED UNDER
PROPOSED INTERPARCEL NATIONWIDE 18 PERMIT
CONNECTION EASEMENT FOR
FUTURE CROSS ACCESS TO
�I 4-f
E ADJOINING PROPERTY.
/ N 07`055/x L d 4 l
-�- 2Z.04' A <
F
/ .s
;f
/
r�%z✓
I _ 1 ADM ENTERPR15E5
I I 1 TAX MAP 114, PARCEL 22
I I 1 OB 1100 P6. 544
I 1 PIP. ' 011 ZONE
LI 11 ODE 16B l/ '
I \ VLL
I
' \ P
�1 I
1 / a
--'74' PROPOSED \\ _ - /•,
WASTEWATER
EASEMENT \� s5'33'S1_E
T------ I
1410-ATLANTI6 BUIWER5
TAX MAP 114, PARCEL 3M
PG D, 5L /57
OB 441, PG 426
ZONE "R01"
(FW OVERLAY ZONE)
3 PIECES REINFORCED RUBBER
4" MULCH. DO NOT LEAVE SO
ON BURLAP. AFTER ROOT SAL
HAS BEEN SET, REMOVE TWI4i
OR HIRE FROM ROOT BALL.
SOIL BAC KFILL
BALLS ATER TH2' DRA.
SHALL SIT ON MOUI J OF LIN-
DtSMID SOIL TO PREVENT
ILINDA DOLE
TAX MAP 1140, PARCEL //3
I PG A, 5L 136-2
DB IT, P6 4O7
ZONE "R01 "
-MIVIF/EP TYPE A' YARD
>' TALL
D PRIVACY
FENCE
(3) NO. 12 GAUGE GALVANIZED
AROUND THROVE T 120'
3-2x2x3' TREATED STAKE
HOLE DIAMEI£R FOR BALL SHALL
BE TWICE BALL DIAMETER
SYMBOL
QUANTITY
COMMON NAME
SIZE
HEIGHT
SPREAD
34
WAX MYRTLE*
1" - 2"
3' - 4' HT.
5-30'
5
RED MAPLE**
1.5" - 2"
5' - 6' HT.
30'
5
LIVE OAK**
1.5" - 2"
5' - 6' HT
30'
5
rYnON:HOLLY*
1" - 2"
3' - 4' HT.
7'
* SMALL / SCREEN TREE SPECIES MAY BE SUBSTITUTED KITH THE SPECIES
IDENTIFIED IN APPENDIX E-10, E-11, OR E-12 OF THE CURRITUCK COUNTY
UNITED DEVELOPMENT ORDINANCE WITH COUNTY APPROVAL
** SHADE TREE SPECIES MAY BE SUBSTITUTED WATH THE SPECIES IDENTIFIED
IN APPENDIX E-12 OF THE CURRITUCK COUNTY UNIFIED DEVELOPMENT
ORDINANCE KITH COUNTY APPROVAL.
1CONC.
,��?`.yr°` ,OUP r4 1' a.
PAD
FOR BIKE
RACK
I
qo& 4b CONC. WEEL� - -. ^,a ® 0N is
LorA" OF
i.
��PIUE SUPPORTED STAIRWAY.
MININIUM
LEARANCE
P PPil P' II PROPOSED
WETLAND "TOM OMCE/WAREHOIUSE
_ P GP I -1
w
To ..
PROPOSED
e s rPRETARONG WALLa �-
- PORCH -
I- CONC. HC RAJ
C514 REALTY
TAX MAP 114, PARCEL 25
DB 1033, PG 153
DB 114, PG 723
PC A, 5L 136-5
ZONE "GB"
YWROX 1.06AWN OF
12' MAPLE TO laMW
a 10'XW CLEAR
I DANCES W/TM YJA1/E5, L.L.G. �1'a� j �- - - - _ _ - ^_ - - _ vm,. SIGNT TRIANGLE
1. 5
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,
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I Y
_' (F R5T DRIVE , - I
„ - - - ----
tw 1140'
` _. 24P hc�7M i18cIP 24'G(yP W
.. wa e G�ltGh -
` PERSIMMON STREET TO BE IMPROVE!) IN
- P- ' -- ACCORDANCE M1H CROSS -SECTIONAL DETAIL ON
0.00 _ SHEET 5- IMPROVEMENT'S TO BEGIN 60' WEST OF
--V PROPOSED T ENTRANCE PE Mq N DRIVE
TO THE
(AS SHOWN
TIDN OF PERSIMMON OBN: t NC NWT' 12
(AS SNM1N ON SHEET 2)
Y INFORMATION BASED ON 1111EILANDS LATS
ARED BY QUIBLE & ASSOCIATES, P.C.
2
VICINITY MAP (COROLLA)
N.T.S.
NO L%
1. PROPERTY OWNER/ADDRESS: TWIDDY FAMILY PARTNERSHIP, LLC
PO BOX 369
COROLLA. NC 27927
2. PROPERTY ADDRESS: 1143 & 1141 PERSIMMON STREET
COROLLA, NC 27027
3. PIN NUMBER: 9937-22-5301 3 9937-22-53M
PARCEL N NUMBER: 011400000230DOD k 011400000240M
4, ZONE: GENERAL BUSINESS (GB)
5. RECORDED REFERENCE D.B. 1034, PG. 890
6. PROPERTY IS LOCATED N FIRM ZONE AE (EL 5.0). COMMUNITY PA"a.
3720993700J DATED 12/16/05.
7. TOTAL PROJECT AREA 24,881 SF / 0.57 x-
WETLAND AREA - 3,287 SF (1000 PROPOSED TO BE FILLED)
8. SCOPE OF WORK: THIS PLAN PROPOSES THE CONSTRUCTION OF A 4,000 SQ.fT.
OFFICE/WAREHOUSE ALONG WITH ASSOCATED 1PAMONG AND INFRASTRUCTURE
IMPROVEMENTS.
9. COVERAGE
PROPOSED COVERAGE
BUILDINGS AND DECKS... .... ....................... 4.626 SQ.FT.
ASPHALT 8 CONCRETE............................................................... 8,380 SQ.FT.
TOTAL IMPERVIOUS = ............. 1ZO76 SQFT,
PERCENT COVERAGE _ O 976 SOFT /24,881 SQ.FT.) x 100 = 52.2A
10. SETBACKS REQUIRED PROM=
FRONT: '
SIDE (EAST): 15, 47'
SIDE (WEST): 15, 36.6'
REAR: 25' 39.0'
IT. PARKING REQUIREMENTS,
OFFICE/WAREHOUSE, 5,240 SF O 1 SPACE/750 SF- 7 SPACES
\ PROVIDED:@ SPACES
j\ PROVIDED:9 aPorw
ADA SPACES REQUIRIM: 1 spor
ADA SPACES PROVIDED. 1 spa
12. BOUNDARY 9NFORMA71 N BASED ON WETLAND SURVEYS BY OUIB,E k
\ ASSOCIATES. P.C. (11/25 &26/00). VERTICAL ELEVATIONS REFERENCE NAW 88
UNLESS OTHERWISE NOTED.
13. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
14. ALL UTILITIES ON TITS SITE WILL BE PLACED UNDERGROUND UNLESS OTHERWISE
\ NUTTED.
15. BUFFERYAf63S:
NORTH:
SOUTH TYPE •C"
EAST: TYPE C.
\ NORTHEAST MODIFIED TYPE "A'
WEST TYPE "C'
16. SHADE TREE CALCULATION
VEHICULAR ACCO►WODATION AREA:
PROPOSED - 8.419 ■q.R. (NCLUDES SIIEWAU(S)
\ SHADING REQ'D - 1.714.4 sq.FL
DRIVES do COI:. - 0,494 sq.R. x 0.2 = 1,299 "7
PARKING PARKING AREA - 1.925 sq.N. x 0.2 = 306 eq.1t-
SHADE TREES PROVIDED:
1 LARGE INTERIOR TREE x 707 sq.Fi = 707 sq.1t.
I LARGE TO AL I sq.R.
SHADE TREES ALONG PAVEMENT EDGE TO SE PLANTED Va" BEHIMID
EDGE OF PAVEMENT.
17. SOLID WASTE COLLECTION TO BE PROVIDED VIA ROLL -OUT CARS.
18. NO LAUNDRY WASHING SERVICES TO SE PROVIDED ON SITE
19. SHE TURNING RADII AND LOADING AREA ARE DESIGNED FOR A 26' SERVICE
TRUCK.
...
SUgn w/Fock ..... ............ .
.....................
meNr .........................
i�
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r
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- T .... ..
. ...............
W
kw
Imo s� kW-2-5r .............
m. •-Lb' dtch M 257' Z:
24•Ghp- IMP338'
AREA RILL OF
RUFRAFP
Nat
APwtoV6 z GRAPHIC SCALE
;:r
NORTH CAROLINA ENVIRONMENTANZD 0 ID 20
MANAGEMENT COMAISSION
DiViSION OF WATER QUALITY I ON-
Daia 1 II -20 tom' ( IN FTC T )
1 inch 24 ft.
Stet`•. -"S5t `.; _ � -
I-
Z
6
CP
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it
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m

MID -ATLANTIC BI/ILDER5
TAX MAP 114, PARCEL 31-f I
PG D, 5L l57
DB 941, P5 q2h
3,287 SOFT. OF ZONE "R01"
xq!e WETLANDS TO BE (PUP OVERLAY ZONE)
FILLED UNDER E
PROPOSED INTERPARCEL NATIONWIDE 18 PERMIT
CONNECTION EASEMENT FOR
xe5� FUTURE CROSS ACCESS TO N &I 51" F _
ADJOINING PROPERTY.
N 8700.55/0 P �
102
x
a
SHALLOW SWUE r, ^'�, °�✓ a -, .. �' " ..... ..
I I ADM OFF ENTERPR15E5 THAT THE '
I IS CONVEYED
I 1 TAX MAP 114, PARCEL 22 TO CONSMCTfD
I 1 DB 1100 P5. 544 VIFfuNDs
I 1 PID: 011400000220000
qBl I a
40 ZONE 6B TO SMALL MOUNOr"T IMF
I I -7L�OF
GRADE BETWEEN % ✓ r�,', ,) y ,Yx f -
I \ BACK OF CURD � 'T SOUTH S� OF BLINDING TO BE
\ z c.
I \ PROPERTY LINE �` ✓•. '"., ,'.-4'. `b': _:. a., s_OUTOM. DCONNECISIDTO THE
PROP
OW
\ 9TD1WM V1A PVC Cg1bCRGK.
I \ CD RUNW I A$ TNALLO EDP
qqq 13,63 j \ \ ; `. _ - B,. RUNOFF' IS NOT ALLOWED TO RUN
\ _. DIRECTLY INTO -.
PLE SUPPORTED STAIRWAY.
MON"ANCE
OUTLET PROVIDED TDwo PROPOSED
"-i -�� - , INV.=I.O' WtTLAND 19.MI1MOS OFFICE/WAREHOUSE
PROPOSED TOP OF TEMPORARY / (
42 3>TB / WASTEWATER \ STORAGE O EL. 3.5_ _ PROPOSER 240 �D-CAPACITY)&0B" SCI 40 PVC a
EASEMENT yst_E - - - - "- / 1ETAA0RG PROPOSED ROOF DRAIN 10
(TWO.) DATro(rYP.)
N AINIlG WALL EO}t
3 1 /324
\ 'ApoI \ \ PERMANENT POOL
\ _. _.... @. EL. 2.5 : .. DOWNSPOUT
I I _ PORCH
_ UN
I DANGE5 HITH HAVE5, L.L.G. -- - - -, - - - - - - - - - - - --� -
a -
JI -
J
.."NI,
-
:: \$ I I TAX MAP 114, PARCEL 2/ $I�i �= - - - - - - cTED TOP s.e
I OB 1100, P5. 544 s UNLX aNa HIV:=1.o' Ray._ os
l PID: 011400000210000
.......... _ .'_ 0- 1>T' TOP=3.8'
s lg2jw, =" w, 12 cPF' INv.a1.0'
o
o .1YX sL . _
si _
........ ..., 1 - 180.07
\............... _ _- y. a rnw
..........
n.
O c-
'..... ..... .\ Y344
24yampw I Iw : @ i a
y � /.yam /�y .. _• u. .+r .' W W W ., ., Y .Y w W W � `:' °, �(. w rfl
41
+' •.,. y.vTllY' .\. '.: QB _ y v w `Y I .i L i._� .. ,f 5�......y. atx.. -L'
O..VAt/t2:iik:.: xDoe
'r
x
REMOVE
t4 T�!
v EXISTING
Y 60 GrtRADE SHOULDERS
AL 136-5) 24" CMP OUTLET- TO DITCH. REOETR
A1N
("FIR5T PRIV " PG
SEEDING SF'ECIFICATit�IS_. .
Aw
. . ,...... k _ - „a e- ditch
.,•� 'v : elev " _. FEATHER NEW GRAVE TO EX.
..
GRADE SUCH THAT A SMOOTH-
k. _ -- TRANSITION IS PROVIDED
....... _ '- �.�... _ IfiV BETWEEN NEW ROADWAY AND
�74-6v EXISTING DRIVEWAY SURFACE
xk 25
1. PROPERTY OWNER/ADO RESS: TWIDDY FAMILY PARTNERSHIP, LLC
PO BOX 360
COROLLA, NC 27927
2 PROPERTY ADDRESS: 1143 & 1141 PERSIMMON STREET
COROLLA, NC 27927
3. PIN NUMBER: 9937-22-5301 & 9937-22-5382
PARCEL. 10 NUMBER: G114000W230000 & 011400000240OW
4. ZONE: OUTERBANKS STANDARD RESIDENTIAL (ROI) F'ERIfANOT VEGETATION TEMPORARY VEGETATI{)AI
5. RECORDED REFERENCE: D.B. 1034, PG. 880 -
SEEDING DATES: APRIL 1- SEPT 30 ISEED114G DATES: OCT. 1 - MARCH 31
6. PROPERTY IS LOCATED IN FIRM ZONE AE (EL 5.0). COMMUNITY PANEL SEEP MIXTCift£ APPLICATION RATES/ACNE SEED APPLICATION RATES/ACRE
3720893700J DATER 12/16/05. -
BAIAA 30 LBS. RYE GRAIN 175 IBS.
7. TOTAL PROJECT AREA 24,Wl SF / 0.57 W.
WETLAND AREA - 3,287 SF (1WX PROPOSED TO BE FIUED) COMMON BF,>"A 50 LBS. E
S. SCOPE OF WORK: THIS PLAN PROPOSES THE CONSTRUCTION OF A 4.000 SQ.FT. GERMAN MIUETT 15 LBS. 1G-10-10 0 750 LB/ACRE
OFRCE/WMEHOISE ALONG WITH ASSOCIATED PARKING AND INFRASTRUCTURE
IMPROVEMENTS. FESCUE 20 LBS.
9. COVERAGE
PROPOSED COVERAGE
BUILDINGS AND DECKS............................................................... 4,626 SQ.FT.
ASPHALT & CONCRET$............................................................... 8,350 SOFT.
TOTAL IMPERVIOUS s ............. 12,976 SOFT.
PERCENT COVERAGE a (12,976 SO.FT./24,881 SQ.FT.) x 100 - 52.2X
10. SETBACKS:
FRONT: 28.2'
SIDE (EAS 15, 47'
SIDE (WES : 15, 35.6,
REAR: 25' 39.9'
11. PARKING REQUIREMENTS:
OFFICE/WAREHOUSE: 6,353 SF O 1 SPACE/750 Sic 9 SPACES
REQURED:9 SPACES
PROVIDED:9
ADA SPACES REQUIRED: 1 apm"
ADA SPACES PROVIDED: 2 spac
12. BOUNDARY INFORMATION BASED ON WTLAND SURVEYS BY QUIMLE &
ASSOCIATES, P.C. (11/25 &26/08). VERTICAL ELEVATIONS REFERENCE NAVD 88
UNLESS OTHERWISE NOTED.
13. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS O'MERVASE NOTED.
14. ALL UTILITIES ON THIS SITE WILL BE PLACED UNDERGROUND UNLESS OTHERWISE
NOTED.
15. BUFFERYARDS: aam
NORTH: TYPE 'C'
SOUTH TYPE "C"
EAST: TYPE "C"
NORTHEAST MODIFIED TYPE "A"
WEST TYPE "C"
16. "HDP9 N-12 CPP" REFERS TO HIGH DENSITY POLYETHYLENE, DOUBLE WALLED,
CORRUGATED PERFORATED F43E. PERFORATION TO PENEIRATE DX'1t'RIOR AND
INTERIOR WALLS OF PIPE. PIPE TO BE SLEEVED IN FILTER FABRIC "SOCK". ADS
PIPE OR EQUIVALENT
17. AN NCDENR HIGH DENSITY STORMWATMR PERMIT WILL EE REQUIRED FOR
THIS SITE.
18. ALL ELEVATIONS SHOWN ON THIS PLAN REFERENCE NACU '85 DATUM.
IBB,SXkt
FERTU= APPLY 4,000 I.B. STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
10-10-10 0 500 LB/ACRE NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MULCH
ME Y 4.000 LB/ACE STRAW ANCHOR STRAW BY TACKING W11H ASPHALT,
Mj�1TOUCAND A�L�Aht OY?OOLBLADES SET NEARLY
QMRAL SING SPEMCKTIONS
OWNER'S DRAINAGE CERTIFICATE
1, OWNER/AGENT DO HEREBY CERTIFY THAT
I WELL DEVELOP THE PROPERTY IN ACCORDANCE WITH THE APPROVED PLANS
WHICH WILL BE CONSTRUCTED OR MAINTAINED SO THAT SURFACE WATERS FROM
SUCH DEVELOPMENT ARE NOT UNREASONABLY COLLECTED AND CHANNELED
ONTO LOWER ADJACENT PROPERTIES AT SUCH LOCATIONS OR AT SUCH VOLUMES
AS TO CAUSE SUBSTANTIAL DAMAGE TO SUCH LOWER ADJACENT PROPERTIES. IN
ADDITION, THE DEVELOPMENT WILL LIE CONSTRUCTED OR MAINTAINED SO THAT IT
WILL NOT UNREASONABLY IMPEDE THE NATURAL FLOW OF WATER FROM HIGHER
ADJACENT PROPERTIES ACROSS SUCH DEVELOPMENT, THEREBY UNREASONABLY
CAUSING SUBSTANTIAL DAMAGE TO SUCH HIGHER ADJACENT PROPERTIES.
DATE: OWNER/AGENT:
STORMWATER DRAINAGE IMPROVEMENTS SHALL BE
INSTALLED AND MAINTAINED ACCORDING TO THESE PLANS
AND SPECIFICATIONS ARID APPROVED BY CUfMIUCK
COUNTY. CURRITUCK COUNTY ASSUMES NO RESPONSIBILITY
FOR THE DESIGN, MAINTENANCE OR THE GUARANTEED
PERFORMANCE OF THE STORMWATER DRAINAGE
IMPROVEMENTS.
Dm
A A
REPAIRED BY QU191i & ASSOCIATES. P.C.
LINDA DOLE
I
TAX MAP 114C, PARCEL 113
LLLJJJ
PG A, 5L 136-2
a
DB 191, P5 907
zoNE "Rol I,
�SUCH THAT MY
CURB Is � \
TO D.I./7 .
a
VICMITY MAP (COROLLA)
N.T.S.
C75H REALTY
TAX MAP 114, PARCEL 25
\
DB 1033, P5 153
\
DB 114, PC7 723
PG A, a 136-5
ZONE „�„
\
r SPILL CURB
& CRITTER
(TYP.)
�--
DI/3
TOP=3.2'
INV.=0.5
FEATHER NEW GRAVEL TO EX.
GRADE SUCH THAT A SMOOTH
\
TRANSITION IS PROVIDED .......
le LF WIC. LEVEL BETWEEN NEW ROADWAY ANDsismomm ............. .
k ................ .. EXISTING DRIVEWAY SURFACE s border
..
0 ELEV. LEVEL SPREADER
O#7 A
......'.'.'�
TOP:3.3' � / v t
INV.=1.o' aToAolt pkg T / ' �. ..... .'.'..
v ��- '- '- ._.._.._.._ ._. ;, `UI" x ...........................�
. _..15 ANY
............ �.. _.. _. Y W
flay
�exet:......'......................:.:.:.:. ..
rwe Fob ` r �a[ _ ___ / ... .... .. .....
- - w _ AWtAtHi "ma's '� �' w a• w w
TO DITCH. RESEED PER
SEEDING SPECIFICATIONS w
OUTLET „
INV.=1.0'
- -
1-1hv
24'ha)'ie
MORON STREET TO BE IMPROVED IN ..
ACOORDANCE WITH CROSS-SECTRMAL DETAIL. ON
SHEET 5. WROWMDITS TO BEGIN OW WEST OF
PROPOSED EMIRA14CE AM TO TO
INTERSECTION Or PERSIMMON DRIVE i MCC NHWWY 12.
(AS SHOW ON SHEET 2)
GRAPHIC SCALE
20 0 10 20 40
( IN FNSLT )
1 inch = 20 ft.
w ^m
,Y r
....'::�..... .
`-W
Y �
,tea � .,=w ,- -::.:::.�.':'::•::':'::':•
"`t'wh ....................
. .. .. ......
v a•aY .i. . ....
......'.'.........
w H r}: w .4' old cane DIaYJP MCfT _._' ... .
...... ......
Lfencepast, lNV=3.3T ... ......
p1v ^•1.6' ditch ._ - - - l°''113 '`h-� TOY'=6.1I'
ihv257'-�__- _ ---__. Via, t............
kww
-� 24"GAO \-:••--:------
FEATHER NEW GRAVEL TO EX. 4���2pi,_ t:.•.'.•.'.'.',';
GRADE SUCH THAT A SMOOTH AFEA H L OF
TRANSITION IS PROVIDED - -
BETWEEN NEW ROADWAY AND RIPRAP c h
EXISTING DRIVEWAY SURFACE Q#
LEGEND
ElEXISTING
ASPHALT PAVNT
DUSTING WETLAND
® Ne
EXISTING IRON ROD
Dap
EXISTING IRON PPE
0 weY
R/W DISK/lMONUMENT
LA
EXISTING PK NAIL
`T1"
EX. UTILITY POLE
F?:
EX. FIRE HYDRANT
3
EX. WATER VALVE
EXISTING STORM PPE
---ro---
EXISTING CONTOUR
-P'Od
EMSTI G SPOT GRADE
W'FO E YOU DIG I
CALL TOLL FREE
1-�SOI)-832-49I9
PROPOSED ASPHALT PAVIEMENT
PROPOSED Fa .b' D
PROPOSED GRAVEL ^ a- -'&M
TOTAL ,
F1PROPOSED
SHALLOW FILL PLACEIIIENT
0
PROPOSED D.J.
PROPOSED SIM PIPE
PROPOSED RIP -RAP
PROPOSED OURB AND OUTTER
<A
--
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WV
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Bz'c 1y � �aa
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1-1 NI "1 +1 `o1 1 1 9 1
2
i

1. PROPERTY OWNER/ADDRESS: TWIDDY FAMILY PARTNERSHIP, LLC
PO BOX 369
COROLLA, NC 27927
2 PROPERTY ADDRESS: 1143 & 1141 PERSIMMON STREET
COROLLA, NC 27927
3. PIN NUMBER: 9937-22-5301 & 9937-22-$382
PARCEL ID NUMBER: 0114000W230000 & 01140DOW240000
4. ZONE: OUTERBANKS STANDARD R€SOENTIAL (ROI)
5. RECORDED REFERENCE: D.B. 1034, PG. 880
6. PROPERTY IS LOCATED IN FIRM ZONE AE (EL.. 5.0). COMMUNITY PANEL
3720993700J DATED 12/16/05.
7. TOTAL PROJECT AREA 24,881 SF / 0.57 ac.
WETLAND AREA - 3,287 SF (100% PROPOSED TO IL FILLED)
8. SCOPE OF WORK: THIS PLAN PROPOSES THE CONSTRUCTION OF A 4,000 SOFT.
OFFlCE/WAI�lOUSE ALONG WITH ASSOCIATED PARKING AND
INPRASTRUCiIA� IMPROVEMENTS.
11. BOUNDARY INFORMATION BASED ON WETLAND SURVEYS BY QUISLE &
ASSO(,AATES, P.C. (U/25 &26/08). VERTICAL ELEVATIONS REFERENCE NAVD 89
UNLESS D'MERWISE NOlEO.
12. ALL UTILITIES ON THIS SITE WILL BE PLACED UNDERGROUND UNLESS OTHERWISE
NOTED.
13. LAND DISTURBANCE *41,095 eq.N. - t0.94 ac
14. "H€We N-12 CRP" REFERS TO HIGH DENSITY POLYETHYLENE, DOUBLE WALLED,
CORRUGATED PERFORATED PIPE. PERFORATION TO PENETRATE EXTERIOR AND
INTERIOR WALLS OF PIPE. PIPE TO 1$ SLEEVED IN FILTER FABRIC 'SOCK'. ADS
PIPE OR EQUIVALENT
15. 'TOB" LABEL ON SPOT ELEVATIONS INDICATES THAT ELEVATIONS GIVEN
ARE TO TOP OF BERM.
16. AN NCDENR HIGH DENSITY STORMWATER PERMIT WALL BE REQUIRED FOR
THIS SITE.
17. ALL ELEVATIONS SHOWN ON INNS PLAN REFERENCE HAW '88 DATUM.
1. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES;
a.) TOTAL AREA TO BE DISTURBED: ±41,095 sq.ft. = t0.94 cc.
b.) ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITHIN FIFTEEN
DAYS OF LAND DISTURBING ACTIVITIES. IF SAID ACTIVITIES OCCUR OUTSIDE
THE PERMANENT VEGETATION SEEDING DATES (APR. 1— SEPr30)TH£N TEMP—
ORARY VEGETATION SEEDING SPECIFICATIONS SHALL BE FOLLOWED FOR
PLANTING UNTIL THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD, AT
WHICH TIME PERMANENT VEGETATION SHALL BE ESTABLISHED ACCORDING TO
PERMANENT VEGETATION SEEDING SPECIFICATIONS (SEE PERM. & TEMP. SEEDING
SPEC'S ON THIS SHEET).
c.) IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF
CONSTRUCTION ANY LOCATION ON THE PROJECT SITE, ADDITIONAL SLT FENCING SHALL
BE INSTALLED AS DIRECTED BY ENGINEER SO AS TO PREVENT DAMAGE TO ADJACENT
PROPERTY. SEE SILT FENCE DETAIL ON THIS SHEET.
d.) SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND REPAIRED
AS NECESSARY UNTIL PERMANENT CONTROLS ARE ESTABLISHED.
e.) CONSTRUCTION SCHEDULE:
1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2) FLAG AND/OR ROUGH STAKE WORK LIMITS.
3) HOLD PRECONSTRUCTION CONFERENCE (OWNER, CONTRACTOR, ENGINEER,
AND APPROPRIATE GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO START
OF CONSTRUCTION ACTIVITIES.
4) INSTALL SILT FENCING 0 LOCATIONS SHOWN ON PLAN
5) COMPLETE CLEARING AND GRUBBING PROCEDURES.
6) GRADE SITE ACCORDING TO PLAN / INSTALL STORMWATER WETLAND TO GRADE.
7) ALL EROSION & SEDIMENTATION CONTROL PRACTICES WILL BE INSPECTED WEEKLY
AND AFTER HEAVY RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE IMMEDIATELY.
8) ONCE SITE IS FULLY STABILIZED, FINE —GRADE STORMWATER WETLAND TO ESTABLISH FINAL
GRADES AND INSTALL WETLAND PLANTINGS.
I
MID -ATLANTIC BUILDER5
TAX MAP 114, PARCEL 3M
PCD,a157
LIMITS OF LAND DB q41, PG q26
3,287 SOFT. OF DIST RBINT RUN ZONE "ROT"
WETLANDS TO BE COINCIDENCE (PUD OVERLAY ZOW)
FILLED UNDER _\ .I _ PROPERTY
PROPOSED INTERPARCEL NATIONWAD
CONNECTION EASEMENT FOR Neal -v r.
FUTURE CROSS ACCESS TO pj f37'0551' F
ADJOINING PROPERTY. r' s
/ s "�
N 87 0581 r.
�K
240•� LIMITS
DISTURBING `r'1 er- .:� ,ti,•• ,.>, ;$
/ ACTIVITY TO RUN '" r rF S„`x 5 , ' .�"'.'._ �a .
COINCIDENCE
1 / i WITH
LINPROPERTY ri ` r. •' � .._�s"W 3 s ;., , 1r- Ste` `t r? -•
r ✓r � R.': �,.. ' . y-•• ��" - s �" `' 'tom-".». t " ff
1 ADM ENTERPR15E5
I I 1 TAX MAP 114, PARCEL 22
I I 1 DB 1/00 PO. 544
I 1 Pro: 011400000220000
1 ZONE "0B" �� r
I z
� r w
I 1 \ PIE SLW40 TfD STAIRWAY.
/ vall AI OF 4' CLEARANCE
TO BE P omw TO PROPOSED
"IINGS OFFICE/WAREHOUSE
PROPOSED \ — — — — — — ;; (240 GPD CAPACITY)
1 / WASTEWATEIR PlIOP0aE0
EASEMENT �.3—y�_e — — — — — — / R�fJYNINOPROPOM
— — 122 00 (TYP.) OUNOATaN (AR)aKt WALL.
PORCH
-
PROTEC
N`�\ I 1 IZ -- ------ --- _ --
y
OANCE5 WITH WAVES L.L.C. 91�1
----- _
TAX MAP 114, PARCEL 2/ $ISd
1 DB 1100, PO. 544 i>E
...... I l PIP: 011400000210000
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...'.'.':: wa erI d tG`I
'
h — � :�_�
�� — — — 4 r� F' - — PERMANENT VE E TIO TEMPORARY VEGETATIt N
SEEDNG DATES: APRIL 1- SEPT 30 j ISEEDING DATES: OCT. 1 - MARCH 31
sm 1R1(TRI41E APPLICATION RATES/ACRE SEED MIXTURE APPUCA" RAZES/MARE
BANIA 30 LOS. RYE GRAIN 175 USS. -
(UWRUIPen)A 50 Las.
FERTILIZER
GERMAN MILLETT 15 LEIS. 0-TO-10 S, 750 LS/ACRE
FESCUE 20 LOS. MULCH
EERIN IZEB APPLY 4.000 LB. STRAW. ANCHOR STRAW BY TACONG WIN ASPHALT,
10-10-10 • 500 LB/ACRE NETTING OR A MULCH ANCHORING. TOOL. A DISK VAIN BLADES SET NEARLY
STRAKIIT CAN BE USED AS A MULCH ANCHORING TOOL
MIISEI
APP Y 4,0DO LIB/ACRE STRAW. ANCHOR STRAW BY TACNGG WITH ASPHALT.
SITAIOHT�CAN BE t70 ASS AANILCR ANCMHflNO TOOLS SET NEARLY
SURVEY INFORMATION BASED ON P.C.LA GENE L i M�r�+R SpRic }+1 f TtA1WC+T
R€PARED BY QUFBLE &ASSOCIATES, . A�1Y1 i'�' l� L ��A
LIN12A DOLE
TAX MAP 114C, PARCEL 113
PC A, 51L 1-56-2
DB 1ql, PG q07
ZONE "ROT "
LEGEND
EllEXISTING ASPHALT PAVEMENT ====== EXISTING STOW PIPE
PROPOSED ASPHALT PAVEMENT
PROPOSED D.I.
PROPOSED CONCRETE PAVEMENT
_ -
PROPOSED STORM PIPE
PROPOSED -RAP
PROPOSED TURFSTONE PARKING
— —
PROPOSED SWALE
Of
PROPOSED WATER MAIN
E>oSTING WETLA►
PROPOSED FIRE HYDRANT
PROPOSED GRAVEL (PERSIMMON ST)
—9.0—
PROPOSED CONTOUR
PROPOSED GRAY& PAVE2
— Is
PROPOSED SILT FENCE
7' TOTAL THICKNESS
PROPOSED INET PROTECTION
® eNa
EXISTING IRON ROD
■ =LD- o
PROPOSED LIMITS OF DISTUREIA NCE
Orr
EXISTING IRON PIPE
o RAY
R/W Dig(/UONUMENT
A
DOSING PI( NAIL
Cn.
EX. UTILITY POLE
EX. FIE HYDRANT
EX. WATER VALVE
65H REALTY
TAX MAP 114, PARCEL 25
DB 1033, PG 153
LIMITS OF LAND DB 114, PG 123
DISTURBING PC A, 5L 136-5
ACTIVITY ZONE "OB"
4
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N.T.S.
.nv L60' .. �..... ..... ATV lSq' ._ + •, LStI TTEtN YRUF'USEU — — — — — — — — '^"^'y
..... — •� —,t
^'Ib� ditch ROADWAY AND k, 251 — — —
d&h j4 6w - -- ---- EXISTING DITCH ALONG -- -' I I —2�4' ZW — --
CONSTRUCTION _ ROUTE. �I — — — — PERSNMAON STREET TO BE IMPROVED M .. (±325 LN.FT.) 1
AO)ORDANGE VAIN CROSS-SECIIMIAL DETAIL ON
94CET A IMPROVEMENTS TO BEM 6W WEST OF
PROPOSED ENTRANCE AND TO EXTEND TO THE AREA FILL Of
RNIERSOCTION OF PERSIMMON DRIVE & NC HWY 12 RIPRAP
REFO/E YOU AIG I
, CALL TOLL FTFEE
et
c
GRAPHIC SCALE
20 0 10 20 NO
( IN FN,ET )
I inch = 20 ft.
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O �v
Q QW�Q
V e1 tnN
0
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1 -1 N1 M1 -*1 1 1 19 1

3
ACCESSIBLE" SIGN
SIGN: R7-8 OR R7-8A
GREEN - BORDER AND LEGEND
WHITE - BACKGROUND
BLUE - IN ACCORDANCE W/
ADA STANDARDS
SIGN: R7-5D
GREEN - BORDER AND LEGEND
WHITE - BACKGROUND
RADIUS CONIC. TOP
IONMMe SMwNrteA. MC - 1600 Jaakeea St., SAIe 310, Qddw4 CaI'mft SD401
800-2*33-1510 OR 303-233-WO - Fm 303-233-I&M - wA.MN lblwor tranawEXAVER PINNING �nry- RRw�. 08//�04
GIUmay}
NS
60 ANCHORS SUPPLIED PER 108 SO FT (10 SQ M)
SIZE AND TYPE OF ANCHOR MAY VARY
1. PLACE ONE ANCHOR (WMIMUM) EVERY SIX RINGS
2. PLACE REMA"NG ANCHORS AROUND PERIMETER OF SITE AND IN
HIGH TRAFFIC AREAS + = 6Rcho
r r r r r r ��\r
2500 PSI CONCRETE
a
50 cN fIII. ;VkCIFICATIONS
.' 16.7 ON (6.6') 25 CM (9.8") UHT SIZE - 50 CM X 50 CM X 2.5 CM
A <.. (20" X 20' X 1')
AVAIIABIE IN 9 STANDARD ROLL SIZES
—12"--� WYf WEIGHT a52388 (GR 8S 19 0S))
IND
SIRRIGIH 402 KD/CM (5720 PSI)
" - 1 Pt -
MIER
p• �+ �T SIGN
'�'H p RECYCLED HDPE/LDPE
L'3 >' Hr?ER (� �'H (.��y ��� pT Fi.OW -- 275 ONi,58
/N >
� ING SI :S� �96:+TABLT.+i � MOM - 120
OPDONS - IXUS 1ti1 6 fil
N.T.S. AVAILABLE.
GRAAMPAVE2
ADJACENT GRAVELPAVE2
SEE ENLARGEMENT BELOW
I4L3 CM (3.3')
(L-- ___...._,_23 OM (0.9') FILTER FABRIC ATTACHED TO
8 CM (2.4') BOTTOM OF GRAVELPAVE2
RNE (RAVEL - 3/16' OR LESS
3 PIECES REINFORCED RUBBER
4" MULCH. DO NOT LEAVE SO
ON BURLAP. AFTER ROOT SAL
HAS BEEN SET, REMOVE TWN+iI
OR NRRE FROM ROOT BALL.
SOIL BACKFILL
S ALL SIR ON GREATER THAN
OF �DIA. SOIL TO PREVENT
SETTLING
(3) NO. 12 GAUGE GALVANIZED WIRE
POSITIONED AT 120 DEGREES
AROUND THE TREE
3-2x2x3' TREATED STAKE
HOLE DIAMETER FOR BALL SHALL BE
TWICE BALL DIAMETER
TOP OF
GRAVEL
GRAMGRAMPAVEZ ATTACH
N N f.' ®� ENE
p a '��. «4 a�$ •gg es,.r r+ aj r - OVERLAPPING JOINTS
FILL RMC SECTION
COO 0a
GRAVEL
® ._
DRIVE REBAR FLUSH WITH 60' RIGHT4OF-WAY
1 DTH fl VARIES TOP OF RAHML STOP 1
I—U SEE PLAN
PRE -CAST 6'H x 9'W x 6'L YAARES V 20' GRAVEL SURFACI
CONCRETE WHEEL STOP (TYP) SLOFEaROI RN0IANI16t CCROWED.. (I/STALL AT ALL PAWING SPACES) _NATURALL ('R D 1"/FT 1(r4PR-F�
PREPARED AND GRADED SUBGRAt)ES
T
ASE� 24' LONG /4 IIEBAR ANCHOR ROD
ND (EXTE10" INTO GROUND) 8" ABC
�j�jCOMPACTED SAD SUB-B TYPICAL PERSIMMON rEM(]
N.T.S. N.T.S.
NOTE: EXTEND AGGREGATE BASE COURSE
6' BEYOND EDGE OF PAVEMENT
3/4' 9WL-lwx
3/B"
7OX-8CE
�0
25X-56X
3x-exAi
31FBX
CUT SLOPE
4 WIDTH AND DEPTH VARY
GRADING PLANS FOR DITCH DEPTHS
1/2'
6' CONCRETE (BROOM FINISH)
I- W.W.F. (TYP.)
SLOPE TO DRAIN
a a
X
a
h:D:[.f l;r:!\ffmic" TA I mi.-1; H;T TVA
Isi
F�r��p��7 o
THOROUGHLY
COMPACTED SV�B69R
1l,<iLrt�fAlh�.�#i7l^I fiwl�
n r.s
3' RAMS
RAO.
4 d,
GRAVEL PAVE2
��• owl pro,
t z 4
1 /Y
3' RADIUS
.oz sLDPE
RAO.
OF PAVEMENT
TOP GRAVEL ELEVATION VARIES
(SEE GRADwG PLAN)
NON -WOVEN G€OTEXTOE
BOTTOM GRAVEL flEVATNON VARIES
ELEVATION PEW.
W/HN
UTBdF£O MR PEW. PAVE
CALCIL)
TOP OF ASPHALT
� THOROUGHLY COMPACTED SU80RADE
29_01" CURB and GUTTER
RKF. NCDOT STD. 846.01
N.T.S.
SHM NO.
5
S

I \
M
PLAN
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e
MEN
mwI
Mi 1
sm
Ell
MINE
IME
IDS
wmw'
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1
SECTION Y-Y
2'-11 3/4'
PLAN
FRAME, GRATE, AND HOOD ASSEMBLY
SECTION A —A
K
L
24' SQUARE GRATE
FRAME & GRATE:
EAST JORDAN IRON WORKS
5250 CATCH BASIN
INLET GRATE & FRAME
REQUIRED FOR DROP INLET
IN ASPHALT
r
AP
„
ALIGN FRAME WITH INSIDE WALL SECTION
EDGE OF WALL TO ALLOW
FOR VERTICAL ADJUSTMENT
SECTION B—B
T.
® � n
< n
I I
1r n
a
L Mr
K
L
M m.
11 16' 11 18'
3� 3 1•
p Y
rr f i 1/Y
w
e' 6' 3/4'
3'-0.
3 1/2" 3 1/2'
SECTION K—K
PLAN
WITH COPING REMOVED
0RAW1116 FILE: P(10(186.owc
PLOT SCALE: 1.20
FRAME PLAN
EXPANSION JOINT
EXPANSION JDI EDPRESSED GUTTER LINE
SEE ErXvaTcax CURB INLET DETAIL
NORMAL CURB AND GUTTER ON LIGHT GRADES
MINIMUM DIMENSIONS AND
QUANTITIES FOR BRICK CATCH BASIN
DIMENSIONS OF BOX AND PIPE
PIPE
SPAN
P
GH
D
A
B
C
G
MIN H1
3 -0
-2
-3
15"
3'-0"
2'-2"
-6"
4
HEIGHT OF BOXES VARY
In
N
1
SECTION L—L
SECTION P—P
5 5/8
3'-0 �
3' RAG. 1/2'
R
2'-0' 6' 11/2" 1/Y
r i 1/Y
R SECTION R—R
T-11 Ile11 /8'
HOOD ELEVATION
SECTION X-X
n
— 3/4•
T— a1a T
n
SECTION N—N
8"x8• CONCRETE LEVEL SPREADER
TOP 0 3.5'
24" SQUARE GRATE
FRAME & GRATE:
EAST JORDAN
4"xB"x16" IRON WORKS
SOLID BLOCK 5250 CATCH BASIN
(TYPICAL) INLET GRATE & FRAME 1 BRICK COPING
SMIRK DETAIL,
HEIGHT OF BOXES VARY SEE SHEET C3
NC DOT 840.15
a CONCRETE BASE . 4
SECTION Y-Y
WIN =10
CONSTRUCTED MLAKU CRASS-- SECTME C
NTS
24' SQUARE GRATE
- COPING
* MATE,.
• PVC SCREW TYPE PLUG
EFRAME
AST imom
mom wows
5250 CATCH BASH
INLET GRATE 4 FOAM•
PVC TEE
STRUCTURE WALLS MAY
B.". ONp(, OR PRECABT
POOL ELEVATKM' M
COMTRACTQR TO PAINT PVC
TO PROTECT PIPE
FROM UV BKIQEORATKIN
(COLOR BY OwMER)
INV. Z.5'
4• PVC
PERM, POOL ELEVATKYQ 2W
4' PVC STt*= TO
�S
m 8' BELOW PEW. POOL
r
f
1
4 PVC CAP YATN
r MqE DRxtED
/
24
V }
BOTTOM OF BASIN O 1 O
OCt1Gott W�'�'
,•` '- �::
COMPACTED GRAVEL
N.T.S.
CAP TRENCH WITH 6" TOPSOIL
OR STANDARD PAVEMENT SECTION
h 4 `
GRAVEL OR COMPACTED
SAND BACKFtLL
PIPE TO BE LINED WITH
FILTER FABRIC SLEEVE
TO PREVENT INFILTRATION OF
SEDIMENTS INTO PIPE
NTS
HDPe CPP PIPE
OCORRUGATED
ERFORATED
PIPE)
GRADE t3.5
-�-.ter.■ IF .■ NEW n.T
E4.5
IMPROVED ROADWAY
w
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w V4 gL
INII
ILI
Lr
6 f
i a
SHEET N0.

6EFORE YOU DiG I
CALL TOLL FWEE
1—M-633-4"9
NORTH CAROLINA
ONE CALL
)POSED INTERPARCEL
ECTION EASEMENT FOR
RE CROSS ACCESS TO
)JOINING PROPERTY.
IS4rr '
ACTUIr m
71�— — —
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TYPE q•gt 'YARD
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i
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r
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
I inch = 20 ft
w w w
v�
G4TVd11K
+ w w v
w
w
w .
PLANTING REgUMENTS
c1IcuNFRtVALLFj
SNERIA AMERICANA SHOULD BE TRANSPLANTED AT A MINIMUM RATE OF 1,000 PER ACRE
OR SEEDED AT THE RATE OF 2.500 SEEDS PER SQUARE METER (PER USGS AND USACE
SOURCES). TRANSPLANTS SHALL BE A MINIMUM OF 3" HEIGHT.
.twMNUNKS
VAWSNERIA AMERICANA WILD L 100 TRANSPLANTS
—OR-
275.000 SEEDS
N
■inE
U
z v
I 0
4
U
4#
�1
Ki
Y
" Vol
v1
u
-4
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Fl QQ= WEILAND ZONE �r ¢��
A TOTAL OF 350 PLUGS SHALL BE PLANTED FROM THE FOLLOWING LIST OF PLANTS SPECIES. NO ¢ h W
MORE THAN 125 PLUGS SHALL BE FROM ANY SINGLE LISTED SPECIES. PLUGS SHALL BE004
MINIMUM 4" CONTAINERS AND SHALL BE PLANTED GENERALLY WITH 12' — 20' SPACING. r�yd
LATIN NAME COMMON NAME rr H
rr
ELEOCHARIS SPP. SPIKE RUSHES rrrrrr+x4nn*+N' r
JUNCUS EFFUSUS SOFT RUSH/COMMON RUSH
JUNCUS MEGACEPHALUS LARGE HEADED RUSH
SCHOENOPLECTUS AMERICANA AMERICAN THREE —SQUARE IS
SCHOENOPLECTUS ROBUSTUS SALTMARSH BULRUSH
CLADIUM JAMAICENSE SAWGRASSBE
PELTANDRA VIRGINICA ARROW ARUM N Q
ZINZANIA AQUA71CA WILD RICE >�
IRIS SPP. IRISES a
ACORUS SPP. SWEET FLAG xo so gig
PLANT SPECIES SUBSTITUTIONS MAY BE MADE FROM THE LIST OF ACCEPTABLE SPECIES IN THE �8
NCDENR STORMWATER BMP MANUAL, TABLE 9-1. as r 2
NWT AND 70NE
ffjM&GEOUS PLANTS
A TOTAL OF 350 PLANTS SHALL BE INSTALLED FROM THE FOLLOWING UST OF PLANT SPECIES.
NO MORE THAN 125 PLANTS SHALL BE FROM ANY SINGLE LISTED SPECIES. PLANTS SHALL BE
MINIMUM 4" CONTAINERS AND MALL BE PLANTED GENERALLY WITH 12' — 36' SPACING.
ASCLEPIAS INCARNATE
SWAMP MILKWEED
CAREX SPP.
SEDGES
HELIANTHUS ANGUSTIFODUS
SWAMP SUNFLOWER
HIBISCUS MOSCHEUTOS
ROSE MALLOW
KOSTELETSKYA WRGINICA
SEASHORE MALLOW
LOBELIA CARDINALIS
CARDINAL FLOWER
LOBELIA ELO4GATA
BLUE LOBELIA
IRIS SPP.
IRISES
PLANT SPECIES SUBSTITUTIONS MAY BE MADE FROM THE LIST OF ACCEPTABLE SPECIES IN THE
NCDENR STORMWATER BMP
MANUAL, TABLE 9-1.
SHIRLARS
A MINIMUM OF 15 PLANTS SHALL BE INSTALLED FROM THE FOLLOWING LIST OF PLANT SPECIES.
NO MORE THAN 5 PLANTS SHALL BE FROM ANY SINGLE LISTED SPECIES. PLANTS SHALL BE
MIIMUM 1 GALLON CONTAINERS AND SHALL BE PLANTED GENERALLY WITH A MINIMUM OF
36" SPACING.
LA71N NAME
VIBURNUM NUDUM
COMMON NAME
MILD RAISIN/POSSUMHAW
AR(NIA ARB UTIFOLIA
RED CHOKEBERRY
ROSA PALUS11RIS
SWAMP ROSE
BACCHARIS SPP.
GROUNDSEL TREE
ILEX VERTICILLATA
WINTERBERRY
ILEX GLAB RA
INKBERRY
SAMBUCUS CANADENSIS
ELDERBERRY
HYPERICUM SPP.
ST. JOHNS WORT
PLANT SPECIES SUBSTITUTIONS MAY BE MADE FROM THE LIST OF ACCEPTABLE SPECIES N THE
NCDENR STORMWATIER LIMP
MANUAL, TABLE 9-1.
TREES
A TOTAL OF 5 TREES SHALL BE INSTALLED FROM THE FOLLOWING UST OF PLANT SPECIES NO
MORE THAN 3 PLANTS SHALL BE FROM ANY SINGLE LISTED SPECIES. PLANTS SHALL BE
MINIMUM 1 GALLON CONTAINERS AND SHALL BE PLANTED GENERALLY WITH A MINIMUM OF 5'
SPACING.
LAMM NAME COMMON NAME
DIOSPYRUS VIRGNICA PERSIMMON
SALIX NIGRA MALLOW
CORNUS SPP. DOGWOOD (SILKY)
NYSSA BIFLORA SWAMP GUM
QUERCUS VIRGINIANA LIVE OAK
PLANT SPECIES SUBSTITUTIONS MAY BE MADE FROM THE LIST OF ACCEPTABLE SPECIES IN THE
NCDENR STORMWATER BMP MANUAL, TABLE 9-1.
NON —WETLAND PERIMETER BUFFER
GROUNDCOVER
SEED SHALL EE APPLIED AT A INDIUM RATE OF % POUND TO 1 POUND PER 1000 SF OF
SEEDED AREA. FERTILIZE / MULCH IN ACCORDANCE MATH SEED PLANTING GUIDELINES.
EREMOCHLOA OPHIURODES CENTIPEDE GRASS
THE ABOVE LISTED PLANTS HAVE VARYING SPECIES PLANTING REQUIREMENTS. THE LANDSCAPE INSTALLER IS
REQUIRED TO BE FANA LIAR WITH THE SPECIES —SPECIFIC REQUIREMENTS AND TO PLANT ACCORDINGLY. DUE TO
VARYING PLANTING SEASONS FOR DIFFERENT SPECIES, IT IS ANTICIPATED THAT IT MAY TAKE UP TO A FULL YEAR
FOR ALL OF THE REQUIRED PLANTS TO BE INSTALLED. TO ADDRESS TEMPORARY STABILIZATION IN THE INTERIM
BETWEEN FINAL GRADING AND FINAL WETLANDS PLANT INSTALLATION, THE ENTIRE BASIN SHALL BE SEEDED IN
ACCORDANCE WITH THE TEMPORARY SEEDING SPECIFICATIONS IMMEDIATELY FOLLOWING FINAL GLIDING. THE
LANDSCAPE CONTRACTOR MALL BE RESPONSIBLE FOR PROVIDING STABLE GRO UNDCOWR WITHIN THE BASIN
THROUGHOUT THE WETLANDS PLANTS INSTALLATION PROCESS.
A
PERMANENT VEGETATION TEMPORARY VCGETATION
No.
P0506
SEEDING DATES: APRIL 1— SEPT 30 jSEEDfNG DATES: OCT. 1 — MARCH 31
GFNBNm DIY
SEED 1IKTURE APPDCATLON RATES/ACRE SEED MIX'EURE APPLICATION RATES/ACRE
®Ate TAIQ
BAHIA 30 LBS. RYE GRAIN 175 LES.
01RAyM BY
CSIMMON ff)RMUDA 50 LOS, FERTILIZER DAD: T
GERMAN MIL ETT 15 L OS. 10-10-10 750 LB/ACRE DAD
IY Y
FESCUE 20 LBS. MLS CH AA
OAIi
FFRM IZER APPLY 4.000 LB. STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. 24i V7
10-10-10 O 500 LB/ACRE NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
lNUltdl .SHEWAPPLY 4.000
NE'l1ING, OR ABMIACRE STRAW. ANCHOR STRAW BY I.CM ANCHORING TOOL AA DISK WITH �BLADES SETNEAING VAIH ASPHALT,
Y
NWT CAN BE UEFA A$ A MULCH AN04ORI NG TOOL
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PLOT $Cl , 1:20

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SEDIMENT POOL
NCDOT STANDARD #57
WASHED STONE
1' MIN
2' MAX
�— WIRE SCREEN
8"XS"X16" CMU
DEWATERING
e
Y ,■ i0
STORM DRAINAGE
STRUCTURE W/GRATE
INLET PROTECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, (LATEST EDITION) SECTION 6.52.
INLET PROTECTION SHALL BE PROVIDED AT ALL DROP INLETS, CURB INLETS
YARD INLETS AND ANY OTHER STORMWATER COLLECTION INLET.
SEEDING DATES: APRIL 1— SEPT 30
SEED MIXTURE APPLICATION RATES/ACRE
BAHA 50 LBS.
COMMON BERMUOA 50 LBS.
(UNHULLED)
GERMtNN MIL ETT 15 LOS.
FESCUE 20 LBS.
7 26-13-13 0 500 LB/ACRE
MULC�1
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW By TACKNG WITH ASPHALT,
N('TTONG, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY
STRAKrHT CAN BE USED AS A MULCH ANCHORING TOOL
,LL 11\L\YH
( 4" WIDEvx 8" DEEP )
SEEDING DATES: OCT. 1 — MARCH 31
SEED MIXTURE APPLICATION RATES/ACRE
RYE GRAIN 175 LBS.
FERTII 17FR
10-10-10 0 1000 LB/ACRE
APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT.
NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
GENERAL-
- FERTILIZER RATES SHOWN ARE GENERAL. RECOMMENDATIONS: FREQUENCY AND AMOUNT OF FERTILIZATION CAN BEST BE DETERMINED THROUGH SITE SPECIFIC SOIL TESTING.
— MAINTENANCE:
SATISFACTORY STAdILIZAIION AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER. EVEN SMALL BREACHES IN VEGETATIVE COVER CAN EXPAND RAPIDLY AND,
IF LEFT UNATTENDED, CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWISE STABLE SURFACE. A SINGLE HEAVY RAIN IS OFTEN SUFFMNT TO GREATLY ENLAi 'E BARE
SPOTS, GS THE D BEER R "RS ARE DELAYED, THE MORE COSTLY THEY BECOME. PROMPT ACTION WILL KEEP SEDIMENT LOSS AND REPAIR COST DOWN. NEW
SEEDLINGS SHOULD tE IN CTM FREQUENTLY AND MAINTENANCE MWORMIED AS NEEDED. IF RILLS AND GULLIES DEVELOP. THEY MUST BE FILLED IN, RE —SEEDED.
AND MULCHED AS SOON AS POSS'SLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. (mmF#w:. LEIo"I IS AWwom)
WEAK OR DAMAGED
STANDS. SPOTS MUST REUMED, FERTNJZED. MULCHED, AN
PRODUCTIVE RESEEDED AS PROMPTLY AS POSSIBLE. REFERTIWZATx1N MAY BE NEEDED TO MAINTAIN
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