SW7081111_APPROVED PLANS_20090513

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

o" Nor co co T
(98% COMPACTION)
4" C
/TYPrAL
PAfKW SPACE
J I NTS
18'
TYPIICAL PA rJ G SPACE
NTS
NC
CHID NAD 83
N/F
N/F I I STANTON PARTNERS
D.B. 821, PG. 171
BETD.B. E W. MURPHY
ZONED GB
D.B. 534, PG. 261 _
ZONED GB - --- PROPOSED 24PROPOSED
PROPOSED POTENTIAL DOUBLE SWING CONCRETE
P.) EXISTING ASPHALT
N/F (2) 24" CMP EMERGENCY ARM GATE FLUME
ACCESS EASEMENT - ----- ----
BETTYE W. MURPHY PROPOSED 8' - --.- - _ _....a --- --PAVILION o
D.B. 534, PG. 281 CHAINLINK IU�-�J �,J FLOOR=
- ZONED GB DOUBLE GATE - .30'
-- - - S 10'43'34" E EXISTING 6' CHAIN LINK FENCE 1159.62'
-- — r 6 83, 498.86' - All . \ ^ # �..-.— (2) 12'X12'
- - - - - - I ,
_ - - _- - - - - - - - - - - - S@REENED- ROOF DRAIN
CONCRETE
DUMPSTER /PAD 24 I (TYP) PROPOSED i . PROPOSED
14 UNIT 14 UNIT
Az p2 1 �0� / - - - - - - -� - - - - - 7 I m 2-STORY BUILDING
. n
T_Q.0 2-STORY BUILDIN
G
FFE 9. F.F.E.= 9.00'
o PLAY GROUND
z"� - - - - U4 SPACEir
\ CI II .L. /
\\ \ o n u // / �- z x x 4..SPACES
\ a o
A3 \ \ r �' Z O K I It. _.... 24' 47.5'R . t"
cl
\ f013
Z m m I + OOO WAG BASE N
µ \ \ Q C I I DDD fn '. to O `. h
ZOf I I W W W 10
d o I xz a N rn
AS I II 23 R
Lq
23R
I I EIYP.a
MAIkB r r ,
_ I D DD W 1O'
AS R 8 PACES
_
i
`f ;u') EMERGENCY I11cl
a SP{LLWAY p
TOP= 6.0' PROPOSED
'X 40 UNIT
A7 IIf 00 2-STORY BUILDING vl
In
V
F.F.E.= 9.50' cn n i ;.:. ,
\ I I (cc
U I > PROPOSED
i I a,.. J vi v"1i 14 UNIT
U7 (m i 2-STORY BUILDING
A9 J
N/F o # \ \ I DD0000 n m f F.F.E.= 9.00'
BETTYE W. MURPHY - " _ DDD -� ILo
N
D.B. 534, PG. 281 As \ s R
GRASSED AREA 25R
25'R
PROPOSED 5' CONCRETE WALK
T'N f r^
i rl
14 UNIT
•'BUILDING
? -7
oe
SSMH
RIM
ELEV.= 8.84!
*rl
T
c
20D.22'—
v
N/F
,j✓✓�`
BETTYE W. MURPHY
'
SO.O
D.B. 534, PG. 281
ZONED HB
N
rn
SSIAH
w
RIM ELEV.- 9.35'
INV..IN- (-2.65')
w
—
- —
W.:OUT=(-2.65')
.
Z
EXISTING
SIGN
J
I
4
155'R
ow DRAIN
ZONED R-15 \ \ 4
1 ....
5 SPACES 7 SPACES m 1$ S09'15'34� 796.58' l
/ 7 SPACES 8 SPACES S _ _
f(/VI � � 72'R r 5 °
�-
PROPOSED TREELINE
EXISTING TREELINE \
QP..
IRON PIPE FOUND
IRON ROD FOUND
^a
POWER POLE��
Oc/a
EXISTING CLEAN OUT
•C/o
PROPOSED CLEAN OUT '
®
EXISTING SEWER MANHOLE
Q
PROPOSED SEWER MANHOLE
�(
EXISTING FIRE HYDRANT
X
PROPOSED FIRE HYDRANT
O
EXISTING WATER METER
■
PROPOSED WATER METER
x
EXISTING WATER VALVE
►4
PROPOSED WATER VALVE
O
EXISTING LIGHT POLE
*
PROPOSED LIGHT POLE
PROPOSED DIRECTIONAL LIGHT
-
EXISTING DROP INLET
®
PROPOSED DROP INLET
m
PROPOSED CURB INLET
DRAINAGE FLOW ARROW
,-
HANDICAP SYMBOL
PROPERTY LINE
- - --
RIGHT-OF-WAY
rw
EXISTING SANITARY SEWER FORCE MAIN
------�- ------
EXISTING OVERHEAD UTILITIES
— —
EXISTING DITCH/SWALE/POND
— —
PROPOSED SWALE
3
EXISTING STORM SEWER
®
PROPOSED DRAINAGE PIPE
_W_
EXISTING WATER LINE
. W .
PROPOSED WATER LINE
— e —
EXISTING SEWER LINE
5
PROPOSED SEWER LINE
-....
EXISTING ASPHALT
PROPOSED ASPHALT
0
PROPOSED CONCRETE
Al
PROPOSED 8'
CHAINLINK
DOUBLE GATE
12a,: m
-B'xt'-6"x.080' ALUMINUM HANDICAP
•PKWG SIGN. SIGN TO READ RESERVED
RKING' WITH IDENTIFICATION SYMBOL, -I
1 fED TO STEEL TUBE WITH 3/8" CADMIUM
-SEC BOLTS, NUTS AND WASHERS.
t.
r
"ORNER RADIUS: 1-1/2" (TYPICAL) -z
4'x4' STYP POST
HAAVAa4jcPW PAHI/1K) 9C�IV DETAL
NTS
NOTE
1. REGARDLESS OF AGE, ALL ACCESSIBLE SPACES
SHALL BE IDENTIFIED BY ABOVEGROUND SIGNS
ONLY (SEE N.C.G.S.)
2. NEW SPACES SHALL NOT USE GROUND -PAINTED
SYMBOLS.
3. ACCESSIBLE SPACES ARE REQUIRED TO BE
STRIPED OFF ONLY; BLUE COLORING IS NOT
NECESSARY NOT REQUIRED.
4. STRIPING IS WHITE ON DARK PAVEMENT; BLACK
ON LIGHT PAVEMENT. (N.C.0.0.T.)
5. CONDITION 1: PEDESTRIAN PATH DOES NOT PASS
UNDER OR AROUND SIGN. CONDITION 2: PEDESTRIAN
PATH GOES BY, UNDER, OR AROUND SIGN.
6. STANDARD SIGN COLORS. BACKGROUND - WHITE,
LETTERING/BORDER - GREEN, FIGURE - WHITE ON
BLUE FIELD.
1
PRO TREELINE
34"W
_ 21.09'
314.5'
N/F I VINYL -SIDE
N/F
EDWARD W. AND BRENDA MURPh1
D.B. 5 34, PG 281 W. MURPHY D.B. 455, PG. 16
D.B. 5
ZONED R-15 ZONED HB -
I
NOTE:
THIS DRAWING IS PRELIMINARY AND IS INTENDED
TO AID IN THE REVIEW OF EROSION AND SEDIMENT
CONTROL MEASURES FOR PURPOSES OF OBTAINING
AN EROSION AND SEDIMENT CONTROL PERMIT. FINAL
GRADING AND STORMWATER PLAN SHALL BE ISSUED
WITH NCDENR WATER QUALITY, STORMWATER SUBMITTAL.
PRELIMINARY ONLY
NOT FOR CONSTRUCT70N
MOM SCALE
60 0 30 60 120
(IN FEET)
1 INCH = 60 FT
Y k v

PROPOSED TREELINE
EXISTING TREEUNE
IRON PIPE FOUND
Q�
IRON ROD FOUND
POWER POLE
06/o
EXISTING CLEAN OUT
*C/o
PROPOSED CLEAN OUT
©
EXISTING SEWER MANHOLE
0
PROPOSED SEWER MANHOLE
r'(
EXISTING FIRE HYDRANT
X
PROPOSED FIRE HYDRANT
❑
EXISTING WATER METER
■
PROPOSED WATER METER
EXISTING WATER VALVE
►�
PROPOSED WATER VALVE
EXISTING LIGHT POLE
*
PROPOSED LIGHT POLE
PROPOSED DIRECTIONAL LIGHT
EXISTING DROP INLET
®
PROPOSED DROP INLET
®
PROPOSED CURB INLET
DRAINAGE FLOW ARROW
HANDICAP SYMBOL
PROPERTY LINE
- — — ---
RIGHT-OF-WAY
--
EXISTING DITCH/SWALE/POND
— —
PROPOSED SWALE
EXISTING STORM SEWER
PROPOSED DRAINAGE PIPE
—w—
EXISTING WATER LINE
. w �
PROPOSED WATER LINE
— e —
EXISTING SEWER LINE
e
.PROPOSED SEWER LINE
M
DRAINAGE AREA LINE
EXISTING ASPHALT
0
PROPOSED ASPHALT
PROPOSED CONCRETE
STING ASPHALT
N/F
S'ANTON PARTNERS
C.B. 821, PG. 171
ZONED GB
NAB 83
yk �
NSF
RAINTREE GROUP SSMH }
D.B. 664, PG. 554 r nary
ZONED GB RIM ELEV.= 9.87'
ion
t;
L— — — — Ili
_ a FES #9 FES #8
1159.62' .._..INV 6.20S), (_._ _—_ .INV 6.3
�"' t3Ri_F'TT fiDPE
. 7ES #1'3 —
6.0'
/ 8.85' INV �.10 (SW)�
PROPOSED
14 UNIT
2—STORY BUILDING
F.F.E.= 9,00'
q
_
8.2
7.25'
DOSED
UNIT
BUILDING
9.00'
NALL PACK
(TYP.)
6.4' 6.8'
PROPOSED TREEUNE DRAINAGE AREA 1 A= 11.44 AC: C=0.52
FINAL DRAWING
NOT FOR CONSTRUCTION
SSMH
RIM ELEV.- 8.64'
TRIANGLE (TYP.) i
T
B I �
a,
Yk
��
y

,:, _ _„ � - .'. .. ' v. -+.. � '',' ' •. ,. ^ a�` .:.�,a i •;.`�t,�, °y.�"�5 ,w » +��r �r tra� a', ^, �
rt�>n{. :.a ��'..:1
IF
tr
.S
ell
PROPOSip ► "+ .
}. a
CONCRETE
N/F POTENTIAL DOUBLE PROPOSED 24' FLUME (TYP.)
BETTYE W. MURPHY EMERGENCY ARM EXISTING ASPHALT _,
D.B. 534, PG. 281 PROPOSED ACCESS EASEMENT # >
CMP
ZONED GB (2) 24
n
5.1
50
- .; __
S 10*43'34' E
EXISTING 6' CHAIN LINK FENCE _ - .. ..._ . _
PROPOSED 1 DI #3
/ . 49e.86' DRAINAGE AREA 1 A= 1 1.44 AC: C=0.52 FES1 s' RIM: 7.92 r 5.7' 8.85' $:0`
AI
�� 64.83' 7 INV 3.50 (S) ��DOUBLE CRAINLINK I 4133(SW) �F ,g RCP FES2 8.30' $ ,.
INV 5.50 (NW)
7.50' �. - �r GATE ' I 4.13 (SE) kg9 7-70' _
5 g
4 t134 LF 24" RCP g
-PERMANENT POOL (3.5')- 8.45' �Y2 ffi
ROOF DRAIN a 7BXi
3 ,_ ji
goo olww (TYP.) Nit
NF2 8.45' 7.70' 7.90 )PROPOSER4.
0 1 1-" a
t 0 1 2 I /} CONCRETDE14 UNIT
-2 -3 ( DUMPSTER PAD * ` sx s.00 e.oD' 2-STORY DUKDO4
4� x� 6.50' F.F.E.= 9.00` N10� NHS . 9
.� x B so'771
e
} 9 PLAY
FES 1114
rr , x � Y
jw x k y* 8.408.20'' 1
DI 4 n p o
NV 6.48 z 0 0 0130 He yct+ " 7.70- 8.40' 8.4E1' .-
�> INV 3.00 (SE) a z m G + HVAC BASE 000
(ttr) 8.20' u� r
INV 3.00 (N) ( ) 7 80
la- Z Q m TYP. ❑ ❑ ❑ F :y
:136 EL of Z0110
Ivy" IN
HDPE ItFES jj11 o wa 00 o
INV 3.0 (S) fES10 a . i' .FT - •'+ _ ,).
•
3 INV 1.50 ( NW) po'µa'. .74
1 `• ,�.'1`:
a 8.59
_ 28 LF 12" RCP x to _ 4 �' `, '� ° I
m 1> y . P INV 4.$0 (N£)
\ o t so- A "MIV 4bf} (S
.�" Ia.Lj
,
4
LL
LEVEL SPREADER \ "w OD
%3
.FES _l f.
c� +9 g' NV 5.40 (N) xx k
(SEE DETAIL) ( w WITH TRASH
AJ.7
PROPOSED TREELINE
EXISTING TREEUNE
Ofr
IRON PIPE FOUND
Q6
IRON ROD FOUND
•a
POWER POLE
or/p
EXISTING CLEAN OUT
*C/o
PROPOSED CLEAN OUT
0
EXISTING SEWER MANHOLE
0
PROPOSED SEWER MANHOLE
rt
EXISTING FIRE HYDRANT
31K
PROPOSED FIRE HYDRANT
o
EXISTING WATER METER
■
PROPOSED WATER METER
oa
EXISTING WATER VALVE
►�
PROPOSED WATER VALVE
Q
EXISTING LIGHT POLE
l+t
PROPOSED LIGHT POLE
PROPOSED DIRECTIONAL LIGHT
EXISTING DROP INLET
PROPOSED DROP INLET
®
PROPOSED CURB INLET
�•
DRAINAGE FLOW ARROW
HANDICAP SYMBOL
PROPERTY LINE
-
RIGHT-OF-WAY
- -
EXISTING DITCH/SWALE/POND
- -
PROPOSED SWALE
+ " a •� +
EXISTING STORM SEWER
ocm
PROPOSED DRAINAGE PIPE
- w -
EXISTING WATER LINE
w .
PROPOSED WATER LINE
- a -
EXISTING SEWER UNE
s
PROPOSED SEWER LINE
M
DRAINAGE AREA LINE
EXISTING ASPHALT
'x ,, �
PROPOSED ASPHALT
PROPOSED CONCRETE
N/F
BETTYE W. MURPHY
D.B. 534, PG. 281
ZONED R-15
o \ 12 IN. DRAIN BASIN, '
xZ RIM 8.90 1,h �'-��r:�:. ♦. y,A _. _,i,.. 'trt i•,. : ' -f;a
±35 LF 8" SCH 40 :. • -
I / I INV 5.10 (NW) ,t�N `.E �:, � ..: ._ ..� , .� � � .. , ..^ '
Z 10 IN. DRAIN BASIN INV 5.10 (W)
= RIM 8.95 {NV 5.10 (E)
AS� I ><o ❑ ❑ ❑ ❑ INV 6.45 (SE)
_4 -r• y ,; } �;.')�- .>.'C' - ''
6 -3 z ❑ ❑ ❑ ❑ ±19 LF 8" SCH 40 t � -•
J 0d 7.80' - i11N �•� li i1 k�'},•i� # r'1
EMERGENCY 1 0 10 IN DRAIN BASIN
TOP SPILLWAY6 0' 3 3 >< a P P INV 6.40 O ,E fi - 7.80 „ r , • , .
o INV. 6.40 E
RO OSEDa
o �
w 40 UNITIF
I 2 t o 2-STORY BUILDING41
0 B 75' F.F.E.= 9.50' ::k
7.40
A7 �, _1 x 8.80•, < . ' • s., ` �, , ra i.
-2 yu 4
11011
7 30' t.X�` ,sR. •s1" - ,, ' :. t-.,=".
v Ppopo+ m
1KS, I
-faiFe:
"' �rail'.t.
f �2 3 2-S W NNG
n
a r A#
f ❑❑❑a
B I ❑ ❑ ❑ a 'wS lyg'r.
49 \ t 000 Wit.
p� 7
.25'
15 LF 15" RCP
9 ✓�i s WYLI . F�AGii'j
Y
1
8'` K .,�^u q++� }. .� }' >.#��`.,tri •"'i) $ )dry
FES 12 s ` ,
8 85 r,
t
Si NV 3.50 S , } a` t
s ( ) . -� ` , .. •,'gyp•:, ry � rs r+�x. . ; ..-.. :... . i .�, 4j FES 4 PROUD s C9NF7pklE -YUtR
°"., s . ♦{. ,a , .a < r` n , a }. ,9 �F �S" 7.25 INV 8.00 N 4;'?''Y
C F,
q.e
,
ti
�p e ,' + x r ;s + , RCa WILTRASS 1)RACK 8.25' 8 90 >
S 177 t' ± r _ - _..r. ♦$iapi 1i.... a ?`,°.I
4
3:
615 a N a 7y5tl' 8.3 ;+
PROPOSED •' .,�k" - >+.,..,-., ..;. "'. - t.- t1 w.t; +.. -
,,,. 1 N � ^... ,.• .:-,.:.,., . r ... x ,.i .,. ,ti '. 'Y.. .. } :.r,j d ,.! .: ,., ,- .e, cv x.'
•x ••,�k, r K " 1Yj
J CHAINLINK - ;v',: ,. .z ,:, ", 3 > •- ,..,' �.# ' M , :r ,:,a ,r1 „c.;;. x, r°,.r. ': "A+'o-'` - v '>�"
Al
f
DOUBLE > 9u t{µ ar
x�4a GATE 7.80' 8.$3
z. ,y•
ar
4Y
r
:. r ...-. ,.... ''. ., ': .. .- - _ - _ - ,.'.., •_.mod
i
Nc CRID NAD '83
5
rl
FINAL DRAWING
NOT FOR CONSTRUCTION

OUTLET PIPE
�-1
I • I I.
Ow.
COMPACT SUB BASE
(100% COMPACTION)
LIP ELEVATION= 3.50'
PERMANENT VEGETATION
EROSION BLANKET
WIDTH = 10.0' STAPLED IN PLACE
FLOW y 6 0• MIN. UNDISTURBED SOIL - 10% OR FLATTER
D• MIN C (FILTER STRIP - SLOPE 15% OR FLATTER)
OR L BURIED 6" MIN.
TER
SECTION VIEW
/ F11M7
(VEGETATIVE BUFFER)
N.T.S.
TYPE S9.5B ASPHALT SURFACE
6" ABC (98% COMPACTION)
"'-'P HOLES
ftiN
WITH GRATE & FRAME REMOVED
4'-0"
3/8" DIA. X 8" LG. WELDED
PIGGYBACK STUD ANCHORS 3" 3"
a
SWALE INVERT
6" 1 A
x
SEE NOTE
SECTION X X
2'
NOTES
NOTES:
8Wi4LE SEcm N
NTS
1/4" PER FT
a
PROP. 5' SIDEWALK
u o
DROP CURB & GUTTER
5' - 5'
AV EM DIPROE D ETAL
NTS
COMMON NAME
SCIENTIFIC NAME
QUANTITY
SPACING
I LOCATION ON SHELF
SLVEET FLAG IRIS
BLUE FLAG IRIS
JACORU5 CALAMU6
lR;S b'IRGINICA
433
24" O.C.
SHALLOW WATEROR
BLACK NEEDLE RUSH
OR BLATTER SEDGE
JUNCUS ROEA4ERIANUS
CARER i,NTUMESCENS
636
16" O.C.
SHALLOW LAND
ARRO:N ARUM
OR DUCK POTATO(
FELTANDRA V(RGINICA
SAGITTARIA LA TIFOLA
44a
tE' O.C.
SHALLOW '.HATER
HOP SEDGE
OR FRINDGED SEDGE
CAREX LUPUL:NA
CAREX CRINTA
315
i6" O.C.
SHALLOW LAND
SOFT RUSH
OR PLLIMEGRASSES
JUNCUS EFFUSUS
SACCHARUM SPP
467
24" O.C.
SHALLOW LAND
LIZARD TAIL
OR SAWGRASS
SAURURLIS CE UOUS
CLADIUM SPP
528
1E" O.C.
SHALLOW WATER
VENDOR LIST (SUPPLIERS OF WETLAND SPECIESI
COASTAL PLAIN CONSERVATION NURSERY CAROLINA GREENERY
EDENTON. NC i252)482-5707 WEST END. NC [phone]
TAYLOR'S NURSERY. !NC.
RALEIGH. NC i918! 231-6161
NCDOT 840.16
NTS
fT 840.45)
H STEPS
:AP (TO
DRILL 2.5"
ORIFICE IN CAP (ELEV. = 3.5)
CLASS A RIP RAP OR PEAGRAVEL OVER FILTER FABRIC
1. USE CLASS "B" CONCRETE THROUGHOUT.
2. PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER, USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
3. OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED- BY THE ENGINEER.
4. USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
5. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
6. CONSTRUCT WITH PIPE CROWNS MATCHING.
7. INSTALL 1" WEEPHOLES AS DIRECTED BY THE ENGINEER.
8. INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
9. CHAMFER ALL EXPOSED CORNERS 1'.
TOP ELEVATION
- STD. 840.16 FRAME
& GRATE
6'
DOWEL(SEE NOTE)
V-6" 3'-C"
6" B 6"
�0
INVERT
18" SODDING
x AROUND PERIMETER
MAX. PIPE THIS SIDE -- 18
S1ECT/ON Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONC. IN BOX TOTAL
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FT. HT.
OR CON
HEIGHT, H
C.M.
R.C.
12"
3'-0"
2'-0"
2'-0'
0.262
0.222
0.592
0.015
0.024
15"
3'-0"
0.648
0.023
0.036
18"
S-5"
0.703
0.033
0.049
24"
4'-0"
0.814
0.059
0.085
30"
3'-0-
2'-0"
4'-3"
1 0.262
0.222
1 0.925
1 0.092
0.227
•eA!i al AtiL# - L -1
BUCK NEEDLE RUSH (JUNCUS ROEIERANUO OR MASK NEEDLERUSH OR . .
BLACK NEEDLE RIM (JUNCUS ROSARIMa15) OR RATIO SEDGE (CANEK NTUIESCFNS) PLUGS aLMTEa SM (cam SRRammago Rm
BIATRR SEDGE (LIAE'X KFUISCQb) PLUGS ARROW ARM (PELTANDRA VIRMI NCA) a Ir O.C. (so PLUGS) 0 tr O•C• (80 RLRS)
ARROW ANIUM (P'ELTAIpIM 0 ta' or- (50 PUNS) OR DUD( POFATOE (S O1TTARN LATIFOLU) SOFT RUSH (JUNCUS EFFUSUS) OR SOFT mm (Amiss aPnam apt
OR BUCK PGTAIOE ('SAMARA = a lr O.C. (50 PUNS)
• 1r oC (BD ►LLRa) mumeavasm (SALXIUAIN > 0 24u l� SPP) Al PIA( N W►) Tia" PIPE
SWEET FLAG INS iACOR113 0 24" O.C. (3B PLAINS) TAIL (SAURIRLA CMIOUS ARROW ARW (PL'LT'g411A V•1AWEOA)
BLUE FLAG IRS ( - - - - - - - - - - - - - - - - - OR SCLMIUM SPP) - - OR DUCK PVWOar E L/O1+SLM) EE RAN FOR LOCATION
SOFT RUSH a OF%" OR / / � - ° ii-i T T? e-, L : e-'•• -
WAR O(8GLi1Mi8a111PP) --1� vy,•"a -tom°a �°ti�ci
UZARD TAIL (SAURURUS CERUDUS) OR / I FLAG MS VcoRtls CAIAWA) opt
SAWGRASS (CLADIUM SPP) '1e HOP SEDGE (CYIEX LUPUUN+a OR BLUE FUG 05 (Ras vNINwNRI•A)
0 Ir O.C. (56 PLUS) [[ FRINGED SEDGE (CAREK CR WRA) 11 *OZONE$ 0 24' O.C. / / LRARD TAIL (sWIDaRaA CanuoUS) Olt/ / r e Is- QC. (50 PLUGS) 11 (38 PLANTS) sAWOINss (cLABaRL SPP)
BUCK NEEDLE RUSH (JUNCUS ROt1ADVMUS) OR ii0-
BUTTER SEDGE (CJREX NRAESCEIIS) PLUGS
/ SWEET FLAG /OS (CORDS CILAYIS) OR i - / i I dHOP s
• tr D.C. (as Rdlp) BLUE DGE (ON= UAPULNW ON
�OIES�e 24' D.C.A(! 1�•� Fp �,Y �% �. / FRINGED .SEDGE PM OWWA)
/ . (JB PLANTS) • Ir O.C. (7D PUINA
LffiwD TAR (SAl1RLRU5 CERUOUS) ono 'o "1..... .
OR SMMCg W (CLAdIM SPP) �f ,.y+'• v'o' , p p8 / SWEET FLAG Wa8 V4000 OAMLRJS) OR
1 + e it D.C. (50 PLUGS).: v . 1RpSS01�
RNIZOMES IN 24' 04
ARROW AALIM (PELTAIORA ARROW MUM (PELTMDRA "• 'y i - - - - - - - // (46 PLANS)
OR DUCK POTATO( (SAGIRMN LA I ` \ OR DUCK POTATOE (SAGITTARA LAIWO �•° / i - - - - - - - - - - BACK NEEDLERUSH (JIMLCMS ROELLa111A KB) OR
c. e 1r o(so 0 Ir D.C. (50 PLUGS) BUTTER SEDGE (SAPElc NTUMENCEMS). PLUGS
HOP SEDGE (CARE% LUPUNA) OR \ o L WEf 9�4M1 11�' �%/ // �F FLAG nAGIRIS (RBi > 0 1r o.a (73 PLUGS)
FRINGED SEDGE (CAM GRMT//�� i /'.A
• 1r O.C. (4a FLINTS) 1 ej FOR COHIOIR6)� / (So ) 24- as � �
(SEE PLAN
LOCAMON
oLmET PIPE 11 d SWEET FLAG Ra (ACOR15 CAINR1S) GR I I (RUSH cus UFUS SPP) AND 0E��
1 \ RATE FUG MSS IRIS vIRRGNICA) �° I SOFT RLIsaI JLNWS LTFiJBUS) aR
(SEE PLAN FOR LOCATION 1 0 0 24' D.C. (52 PIINTSj
MO Off) \\ RNROIES 0 24' O.C. a I P1IUMEN6 (SAOkURJM SPP)
' (39 PUNTS) o HOP SEDGE (OUEX LUPIRJFN) OR a 24. O.C. (38 PLAKM
�o FRINGED SEDGE (ONEX MODQ
SOFT M9I (JUNCUS LARUM S ) I 0 Ir o.a (la PLuGQ ARROWDU K RF (TOE (91 U AMI ADF
PIIBEORASSES (sAccTMRIN SPP) I I OR IX1dL POTATaE (SAINITTARR UTIFOLM)
a 24" O.C. (39 PLANTS) �L I a Ir O.C, (5D KL40
MACK NEEDLE RUM (AJNCUS R001E11 "s) of v d LIZARD TAIL (SAUSUIBIS CERUOIPS) OR
OGNET coMIROE \ BIAITDt SEDGE (IYNEft MNRMESIINS) FLINGS `F: ' I PERMANENT POOL SAWGRASS (CLADIUI '�) ..
sTRIcw (EE PLAN \\ a Ir O.C. (be PINGS) . I ELEVATION (SEE DETAIL) 0 19- O•C. (55 PLUGS)
CAI
LEVEL SPREADER FOR lOTON) \\ BUCK NEEDLE RUSH (JUNCUS ROEIETMMiS) OR QLI(I 11N! i
(SEE DEVIL) \\ TEMPORARY POOL BUTTER SEDGE (CAM MIRIYESCEMS) PLUGS GOOZ A \ \,° LQARD TAIL (SHMURIIS CDKIOU5) OR I ELEVATION (SEE DETAIL) O le O.C. (52 PLUGS)
SOP RUSH (JIINCUB MUSUS) OR SAWORAss (aAaw sPP> F
pi g ( SIMP / �/ 'b a Ir D.C. (a4 PLUGS) Ei' '•1 I I BUCK NEEDLE R15H (JUNCUS ROEMERIWiIs) OR ..
0 24" D.C. (30 PLANTS) ` I 6a• ' I BUTTER SEDGE (CARE% MRNESCDIS) PLUGS
i\i LUARo TAIL (suNnNLs ceKwln) oR I I e /e• O.C. (so PLUGS)
`l'� \ s/RICRAss C. (5RIY SQP) "
BLArJc NEEDLE IRusH (Al1aXA ROELIER•WKA) oR o 1a" o.c. (50
ISATTER SEDGE (CiRE1T INNMESCENS) FLINGS / / ///FFF (-� .. 0 py ARROW MUM (PIELTMIDRA VRGIND I SOFT RUSH (ANCUS EFFUSUS) OR
O 1r O.C. (80 FLUS) / / QIP oy OR DUCK PGTATOE (SAGBTARI LATPOLN) I PIIAEti1A55 (SACCIWNIY SPP)
0 /Nr D.C. (50 PLUGS) v I ( e 24- D.C. (3s PLANTS)
w
EMS SWEET FLAG/ BLUE FLAG Rn ( VMQWAcAIwua) - - _ - - - �o" °j 1 I SLEET FUG IRS CMjMUS) ORTOP-R
1 ° la> DIES • 24' O.C. - - - - - 0 BLUE FUG Was NNGINICA
(4a PLANTS)- - ° 1 I RHIZOMES a 24 O.C.
to av (38 PLwm
LIZARD TAIL (sAURIURUS CERUOUS) OR 0
\\\ SAWWASS (CLADKN SPP) I TOP OF BANK
0 1r O.C. (52 PUGS) ( ( BLACK NEEDLE RISK (JUNCUS ROEMERYWUS) OR
BUTTER SEDGE (CAM 011 NESCQb) PLUGS
\ � FOREBAY I I I O ta' O.C. (5o PLANS) ARROW ARUw (PELTANIXRA vNNiB11G)
SHOP SEDGE ED�(CA� MMA) \ ` �L ° I OR ouczL POTATO( (sAcrtrMa ur/LxLL)
FIRINGED • 1a' D.C. (50 PLUGS)
O Ir D.C.(sa PLUGS) \ SOFT RAH (JUNCUS EFFUSUS) OR
SOFT RUSH (JUNLIA EFFUSUS) OR ` \\ yX ' ' ' I PUMAS ASSES (3ACCHARLM SPP)
PLLAEGRASSES (SACCHARIN SPP) M& +--¢ESL( e.24• D.C. (35 PUNIS) UZARD TAIL (SNIRURLIS CERIOUS) OR
O 24' O.C. (35 PLANTS) ARON ARM (TMgRA \\ ,,,� VEGETATED SR18J�" I 1 SMLXtAss (MADXIM SPP)
OR. DUCK PGTATOE (SAGITMtlA LAIWOUL) \\ v F I HOP SEDGE (CARD( LUPUINA) OR 0 ta" 0•C• (50 PLUGS)
0 tr O.C. (49 PLUGS) .. �" FRINGED SEDGE (CAREX CRNITA)
BLACK MOORS RUSH WIlC K ROELERIAN US) OR "1 (°°° \ e Ir Oz. (59 PLUGS)
BLMiER SEDGE (CAM WRMEMENS) PLUGS
SWEET FLAG NS (ICORIS CALALRA) OR • Ur G.C. (51 PLUM) \\ • • -.. � J \ \ SWEET
E FUG 1T6�MONICA)
cx wus) DR
INJE FLAG
R OaiSRe z4" O.C. �� ,t' . ° c \ \ RH �)0 24" O.C.
(38 PLANTS) SEED AND STABLIZE ALL ADMENT
\ `
SIDE SLOPES MONF AQUATIC BENCH \ \�
(SEE SWAM SO4EOLUE)
LIZARD TAIL (S+ARWRws Comma ) Olt •�
SNNM:RIoS (aADRM SPP)
0 tr 'C-C. (a/ PLUGS) SOFT RUN (JUNCUS EFFUSUS) OR
MAMA 01 MM (SAOCLMRUM SPP) NLET PPE
(SEE PLAN OR LOCATION
e 24- O.C. (36PR . INTS) DETAILS)
ANDPLASTIC
OR SODDED SWALE SLOPE
Mg1NAUM POND
OR WOODEN EDGING
- -
1 MEMO* Sf*TION
5•
y t2'
12" N( DT (LASS 2 RIP-410P
PREFERRED
12' N(:Dor
12" OVER IF iAB+le
.
C 2 TEMPORARY POOL &V
MIN.
6H:IV DESIRED;
6
3' PEW44ENT POOL 3.5
ounv
3H:1V MAX (ABOVECj
STORAGE ELEVATION)
11
2' 1r
1
1 OHA V
PREFERRED (i
PH:1V MAX
VEGETATED SHELF
LH
OUTLET STRUCTREE
ALONG ENTIRE
SHAV
(SEE DETAIL) LEVEL SPREADER
PERIMETER OF POND
(SEE DETAIL)
(SEE NOTE #1 FOR
VEGETATION
3H:1V MAX
REQUIREMENTS)
STONE GABION/
RIP RAP Gil
NTS
FINAL DRAWING
NOT FOR CONSTRUCTION
PLAN
X
t
SECTION Y-Y
RISER HT.
VAR 1' 0" - _ 1,
all
a„
flIHT. WHERE 30" TO 36" PIPE IS USED
VARIES
S
SECTION X-X
WHERE 42" TO 54" PIPE IS USED
DETAIL SHOWING METHOD
OF _RISER CONSTRUCTION
SEE """ SECTION J -J
WHERE 30" TO 36" PIPE IS USED
GENERAL NOTES:
USE CLASS "S" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH GAGING OVER 3'-a" IN DEPTH WITH STEPS 12" 1. IF THE STORMWATER MANAGEMENT WET POND IS GRADED AND UTILIZED FOR SEDIMENT CONTROL PURPOSES
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAMINS $40.66. DURING CONSTRUCTION SHALL BE CLEANED AND FINAL CONTOURS SHALL BE REESTABLISHED PRIOR TO
OPTIONAL CONSTRUCTION - MONOLITHIC PORK, 2- KEYWAY, OR 04 SARI DOWELS AT STABILIZATION.
12" CENTERS AS DIRECTED NY THE ENGINEER.
USE FORMS FOR THE CONSTRICTION OF THE BOTTOM BLAB. 2. VEGETATION SHALL BE ESTABLISHED ALONG ALL POND BANKS (EXCEPT EMERGENCY OVERFLOW). REFER TO THE
IF REINFORCED OONCREI PIPE I8 GET IN SIVI IR SLAG OF BOX, ADD TO SLAB SEEDING SCHEDULE FOR TEMPORARY AND PERMANENT SEEDING REQUIREMENTS (ABOVE THE VEGETATED SHELF).
AS SHORAN ON STD. NO. 840.00. THE VEGETATED SHELF SHALL BE PLANTED AS SHOWN ON THE PLAN.
USE TYPE "E", "F" AND "q" ORATES UNLESS OTHERWISE INDICATED. 3. CUT EXISTING GRADE TO 12" BELOW PROPOSED GRADE TO ALLOW FOR 12" RESPREAD OF EXISTING TOPSOIL
FOR W-0" IN HE14W OR LESS USEL, a" NNLL8 ARID SOTT'OG SLAB. OVER ALONG VEGETATED SHELF OF POND. TOPSOIL SHALL BE TESTED TO VERFY SOIL PH IS BETWEEN 5.5 AND 6.5 ..
a'-0" TD 18'-0" IN HEIGHT UBE 8 WALLS AND BOTTOM SLAB. ADJUST WITH 2R-10R ORGANIC MATTER. AMENDMENTS SHALL BE. PROVIDED IF NECESSARY.
QUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING. 4. APPLY FERTILIZER PER NURSERY REQUIREMENTS. CONSULT VENDOR REGARDING FERTILIZATION REQUIREMENTS
CIANIFER ALL EXPOSED CORNERS 10. FOR INDIVIDUAL SPECIES. ($EE PARTIAL VENDORS LIST)
DRAWING HOT TO SCALE. 5. CONFIRM FINAL PLACEMENT OF PLANTINGS WITH LANDSCAPE PLAN.
6. UPON COMPLETION OF GRAOM IMMEDIATELY PROVIDE EROSION CONTROL EXCELSIOR 6ATTM AND PLAINiMlG.S.
WETLAND SHALL BE STABILIZED WITHIN 14 DAYS. IF REMAINDER OF SITE S NOT STABILIZED,' INSTALL SILT
r-
e '
I B
1
I I
1 e�
1 I
L
PLAN
CATCH 9A�V
N.T.S.
J
SECTION M-M
WERE 42" TO 54" PIPE IS USED
FENCING ALONG PERIMETER OF NON -STABILIZED AREAS.
7. AS -BUILT DRAWINGS SHALL PROVIDED 8E PROVIDBY THE CONTRACTOR TO VERIFY POND SIZE, DO" AND
INVERT/STRUCTURE ELEVATIONS.
8. REFER TO STORMWATER PER MTT AS ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENIAMNIMIENIT AND
NATURAL RESOURCES DNISIDN OF WATER QUALITY FOR ADWXDNAL CONEINT OW
1. UPON ACCEPTANCE BY THE OWNER, IT IS THE OWNER'S RfSPONSORM TO POOVIDE NECESSARY MAINTENANCE
SO THAT THE STORMWATER 'SYSTEM WILL FUNCTION AS INTENDED.
2. AFTER EVERY SLGNIFTCANT RAWALL EVENT (1.5' OR GREATER) AND AT LEAST MONTHLY. INSPECT THE SYSTEM
FOR EROSION, TRASH ACCUMULATION, VEGETATIVE COVER, AND GENERAL CONINTM• ALSO INSPECT THE INFLOW
STRUCTURES. CURB & GUTTERS, FLUMES, RIP -RAP, AND BASIN FOR OBSFRULMDN�1 OR DETERIDRA'f10N. REMOVE
ANY BLOCKAGE AND REPAIR THE STRUCTURE TO APPROVED DESIGN SPiCNILOATIONS• REPAIR ERODED AREAS
IMMEDIATELY, RE -SEED AS NECESSARY TO MNTAIN ADEQUATE VE(ETAME COVER. AND RFIMOVE TWH AS
NEEDED.
STRUCTURES TO ENSURE THAT THEY ARE MAINTAINED AT THEIR DESIGN ELEVATIONS. B' EROS11011 OCCURS.
REESTABLISH DESIGN ELEVATIONS AS INDICATED ON APPROVED PLAN.
4 Al I P(RJt)C 1)F_9C•NATFD A-;'I`Z nRMMIATFR MANAGFMFNT DFTFNTRNN PONTIS SMALL MAINTAINEDBy TNIE THE ^+ .
ENTIRE UEUNEAItUU I'NU Sl1UKAUt AKtA ANU WVLL GXItNU A NUMNILRA LIP N' YIttR EtLI DLTU17U I"L MU
M .' . F „_ ° °.. ° M ENCUMBERED BY THE PERMANENT POOL ELEVATKW. EACH POND SHALL ALSO DICLUDE AN ACCESS EA TIT j>{i
I A NO LESS THAN TEN FEET IN WIDTH AND EXTEND FROM THE POND EASEMENT TO A DEDICATED R*W-OF-WAY.
-- .1 m °' DRAINAGE EASEMENTS. NO LjESS THAN TEN FEET IN WIDTH. MALL ALSO BE GRANTED ALONG ALL CORMIECTING
l JJ DRAINAGE FEATURES (STORM SEWERS/ OPEN SWALLS / DITCHES) CONIVEYMC iRUNDFF TO OR FROM THE PONDS
5. BOTTOM OF POND ELEVATIONS EXTEND BELOW THE OBSERVED NATURAL 6�T€X E EWAi1DN$. DLL TO
A I AVAILABLE OUTLETS FROM THE SITE, NO PROVISION IS AVAILABLE TO C04PWUY ORAIN THE ;(POND Ef, GRAVITY.
IN THE EVENT THIS TASK BCDOMES NECESSARY IN ORDER TO PERFORM` N�( ON THE POUND. THE
L o y OWNER SHALL OBTAIN A DEWATERI G PUMP OR SUBMERSIBLE NON-C(-016""Woo SUFF7GIElPT S12E TO DRAIN
THE POND AND MAINTAIN DKY CONgTIONS AGAINST GROUNDWATER RECNWtII11 RATES. THE PUMP SHALL
DISCHARGE TO THE OUITFALL OR OTHER DOWNSTREAM DRAINAGE FEATURE
6. THE OWNER SHALL KEEP A COPY OF 114E AS -BUILT DRAWINGS ON FIL•E.; INICLUDING OUTLET 5iRUCTtIIRE
ELEVATIONS (RIM. ORIFICE, WEIR. FLARED END SECTION. INLET. OUTLET Al* =04ARGE OUTLET)• REFERENCE TO
THE RAM ELEVATION SHALL (NE USED FOR M IICHIMAR( PURPOSES.
a=$� a
PLAN
!PIR' ;
NIR AO