SW8111105_APPROVED PLANS_20111114 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 1 110 5
DOC TYPE
❑ CURRENT PERMIT
M APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Nc�
F Ma4w SITE
I VICINITY MAP I
N.T.S.
Uplands
931 G 1.90 50. FT.
2.14 ACRES
Wetlands
59G8.G8 5Q. FT.
0.14 ACRES
Total Area
99130.58 5Q. FT.
2.28 ACRE5
SURVEY NOTE5:
ADJOINING PROPERTY OWNER5 BA5ED ON INFORMATION FOUND
IN THE BRUN5WICK COUNTY TAX OFFICE.
BASED ON FLOOD INSURANCE RATE MAP 3720206800J. COMMUNITY
If 370295, PANEL 20G8 J. DATED 6/2106. TH15 PARCEL APPFAR5 TO
BE LOCATED IN ZONE X..
ELEVATIONS ARE BASED ON NAVD 88 DATUM.
NC
Hwy 21
1 Southport -Supply
Road
150'
R/W 55 MPH ASPHALT
- OU -- OU OU OU OU OU -0- OU -
-OU OU OU OU OU --0 OU-
Tax Parcel 20300025
Michael D. Armstrong
Deed Book G32, Page 530
Map Cabinet K. Page 29G
ZONING OK-CLD
SURVEY LEGEND
These standard symbols wtl
be found in the drawng.
® WATER VALVE
FIRE HYDRANT
POWER POLE
OHP OVERHEAD POWER
INV 24' RCP I
49.70' Edge of Pavement 44.84
_ 150.00' 50.17 50.3a Center Line of Pavement 50.52' 50.56' 50.54' 50.55' 50.61'
INV 24" RCP
- - - - - 49.98' 50.15- 45.07' n 50.20' 50.18' 50.16' 50.23'
49.63' 49.84' Gravel 49. S 49.89' Edge of Pavement ------------- -------------tE ---------------------------- 50 --
-- 49 -^--- Drive 49.1' _----- -- ----- ------ - -- ------------,--------_-_-_-_-------_-_------------ 49
____ __ -- 48 ----
-- - __ 48=9----�
48.2'----------- x , z M.4' -- - 47
X----------- ------ --
47.ax---•------ 48 \ -'�/ / �'� 47.2'---- x47_0'_- x--------- 47.5'e_�L]4��' ------- x 47_5----------x4Z1-----------
INV 15" CMP 47 ------ i i ' INV 15° CMP 47.a-------- -
45.86 46_07 _ _ g6 _ _
x 47.a-'�---------------
--------------------------
xConc. eadwall 48.6' - \------ - 4
\ x 479' C. Headwall \ �-------- / � 47.5'---- �----�-'-\
-OU ^ OU OU x OU\-�-=OU OU ou OU OU i7U �"`� OU i�-` W OU Olf ^� x5, OU 48.3' \ OU OU
` Ik/ 48.0' �_��' \�\ x 48.2' Vo 7C4
48.5'
- OU OU OU q' x 48.7 OU OU OU OU OU - OU Ou >� Ou - Ou OU � OU , / OU OU OU OU OU \(�U OU
x 48.9' 4�q.8� 5 74°27'31 E 352.15' - 49.1' 48. P _ 48.4' Rebar Set 49.0'
X 48.5'_
Rebar Set � --45tGO.00' Rebar Id. 1 10.59' Rebar Fd. ! �`� 18 I .56x ® x ay. l; - - S J,x- - 4�8 3
/ Jo
\ `, x 49.3'
x49.7'�F6
\\ \\ g x 48.9 -- 49 . �'� x 49.6 9�'3.
9 I ,
49�'
` \ x 49.5' Rebare
\ 1 x 49.3'
\\ 48.9' x 48.7' 11 x 49.4'
� 1 _ 49.5' x x 49.8'
/ 1 / z SQ 49.1'x
! 50.1' \ 49.9'x
40.7 x 49.1'
1 I ♦` lj /I
I I -
A 48.8'
I
I 49.9' 50.6' \49. 1' \ A- I
L Existing Metal m x 49.4' x r
X 49.2' 149.0'��' '^
_ _ _ 50.4' x 49.4' ' 48'7 A-2
1 \ Building co xn 49.0
it FFE=49.31' �\ `46.7
x 49.6'
^ 16.20' 49.2' 487
50.7' ' / e44O.7 A A-4
49.a \ ��' /-1 1 x4 49.5'
22 A-5
\ 6
,\1%1
x 49.2' x 49.5' \` ----- / A-7 ,'A6� \pl`'Tax Parcel 203000250249.a �N164a•7 � x 49.2'1 1'" 51 x 1//\\ \ 51 3' \\ x 49.2' LIMPOPO, LLC 49.2'
51 x \ 1 Deed Book 31 G 1, Page 3G7 x
50.4' 151.7a I +. \
' /a I 1\ I ZONING BRUNSWICK COUNTY: CLDN�l
494' + 3\
5O.P11 41 1 - \ \\y„\ ZONING OAK ISLAND: OK-CLD ,A Sx w .3' C9 Wetland
m '49.6' !' `\ r . A9 " 1 247.3G 5Q. IT.
r ` 0.03 ACRES
1 x 50.3' x 50.3' \ ,'
in x 1\ \\ x 49.41/��
49.8' \ \\ ! 47.7
\\ i x 49.4' x 49.9' \\ ��O 7. ' 9 A-9
49.5' 111 1\\II 48.51 A- 0
*11 11 S0 1 47.8' A- I I
\ K448.7' Z- 50 -\ `\
\\ j x 50.4' \`� ry A-12
\ ! \\ Rebar 5et
\
x 50.5' \ ! \
500 \ x 49.5'
I x 50.4' 11 49.1'
51 -^ _ 1 G g A-13
x a7.9 Tax Parcel 21900001
Reserve Development Co., L.L.0
sz. I ' i �, A i 4 . x 47.90Deed Book 2301 , Page 854
X 50.2' Map Cabinet 30, Page 521
50.3' \ \ \ \ �;� x i
�`� `�\ // I A-15 Wetland ZONING 5J-EPUD
x I \ \\ 1 1' '� i i 48.8' 14.18 SQ. Ff.
UNDEVELOPED
50.1' 1\I \\ 1 i (; \I\ ; r/ \\ x 49.4 ' 0.00 ACRES
\ 52`xlx•l�\NI I // / \� A-IG
Q 50.3' i f1/ 1S`.
\ \ 1 \ 1\ 1j1 x ! \0 ai 48.4'
1 1 \ 53.3' \ \ i\\ 1 �¢ii A-17
\ - 1
\\\ \ �x5 l .3' \? 48.7 48.5'
x 49.1'3.59' 49. 8 A48.
- - 1�A-21 \
> ^ ^ 48.9
A-22 49.3'i �prL6 A-19
W�vX 9.6'I\\ \\ ti +�' + A-20 �\
48 V
148.
A-23
48..ry11 + Wetland xx
4707.14 5Q. FT.i6.a
opt
A-24 0.11 ACRES
50.4' + ' 'J
\x 48.7
. / +49. Vx (O
OU OU
Du OU
i 48.9' - - �(n /Lod AYFID f PRO-
h ��??H �AROLINA
X
+ �� RN:.T�rDI
48.7 "ANAGEMENT C31v�iiS�1(°
A-26 + ,O1 Nun U i 201i
+ �v ZIP �"NISION OF V�A�E� OI!� .,; 3 �
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/ 0 30 60 90
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11057
Des JPN
CKD. JPN
DRRYIN. EDB
DATE 11/01/11
'%�a�µfcEQr•`� P_ I
pHILL1P Naar
C1
e

m
'i 'ill and SITE
I VICINITY MAP I
N.T.S.
Uplands
93161.90 5Q. FT.
2.14 ACRES
Wetlands
5968.68 5Q. FT.
0.14 ACRES
Total Area
99130.58 5Q. FT.
2.28 ACRES
LINE IBEARING
D15TANCE
WL I
5 81 °32'39' W
26.24'
WL2
5 68°50'53' W
23.75'
111 15
71 °25' 12' W
29.48
WL4
578'4T29'W
23.5a
WLS
5 83°3T 18' W
32.42'
WL6
N BO°4a35' W
34.38'
111
5 439021ll W
40.72'
WU5
15 04' 1005' W
24.750
111
15 76' I Ol W
18.24'
WL 10
5 60'58'49' W
14.99'
WL I I
15 40°1 W
12.75'
WL 12
5 44'3714' W
32.05'
WL 13
5 71051
39.59'
WL14
5 69°4a28" W
27.12'
WL15
50101a23'E
17.30'
WL 16
5 62°2622' W
18.8a
WL17
5 18°3921' W
19.15,
WL18
5 83'26'25' W
26.66
WL 19
5 68.40 12' W
29.63'
WL20
N 13'39'S4' W
15.20
WL21
N 821113' 14' W
38.59'
WL22
5 50° 14' 18' W
19.72
WL23
S 39°09' 14' W
26.36'
W !,j
5 21'44'48' E
2901
WL25
5 49.3a01' W
27.48'
SURVEY NOTES:
ADJOINING PROPERTY OWNERS BASED ON INFORMATION FOUND
IN THE BRUNSWICK COUNTY TAX OFFICE.
BASED ON FLOOD INSURANCE RATE MAP 3720206800J, COMMUNITY
i 370295, PANEL 2068 J, DATED 6/2106, THIS PARCEL APPEARS TO
BE LOCATED IN ZONE X..
ELEVATION5 ARE BASED ON NAVO 88 DATUM.
NC Hwy 21 1 Southport -Supply Road
150' R/W 55 MPH ASPHALT
JB.1
TOP=
INV 24" RCP INV. IN=45.25
44INV. INNII
49.7a Edge of Pavement .84' INV. OUT=45 15
50--
_ _ t 50.00 _ 50.17' 5o.3a Center Line of Pavement 50.52' 50.56' 50.54' 50.55' 50.61'
* - - - --�F- - - - - - -*- - -4-
2END SILT INV 24°RCP.45.OT.FENCE 50.15 50.50. I S' 50.16' 50.23'
49.63' 9. ra 49.9 ' 49. 9 ye of Pavement --- 0.17 -- - -_-------- ------------------------- 50 --�
��--------- -- - _ ...-� - - _----------- --- -49 - - - - - - - - - - -
- - - - - - _ _
.1,8,2� ----- -- ------`im-T- _ - - - -�� - 49: - 48---_
47.ax-------- _ ' x 47.r 4 ---'-END _SIL - ----- - 5 ---- -- --- ---- 47 ----
INV 15 CMP -- � � � � ' INV 15" CMP •FENCE--- 47.a I ' ' --� - T
END SILT
45.l END SIL I - �46.07' 1ar47l P 4 �' - _ �, F 47 15" RCP FENCE ------- 47--------
4a. ' '15 7;CP ONCE====-____ I+.-�-_-_-_-_-_-_-_----------------
I 4 ` Colc Headwall---------------�IRdic\4550-gyp/.50 x 47.5' -----�
OU ou OU OU OU OU - ou OU OU OU x 47 r- ---- ' _ I% - -- x.5'---- 48.3' `
\ ` OU OU OU i'.Yl l OU ` O ' OU JOU OU OU OU OU
lug a TEMPORARY GRAVEL _ rn / x 8
- ou ou ou ou ou OU ou ou ou ou olY�x T CO�STRUCTIC� ENTRAI E ou X ou -- ou , ou ou ou ou ou Qu ou ou ou
a� '1: .. x 5 74°27'31 " E 352.150 Rebar Set
4
_ _ 48.9' _ _ T5F 48.4' T5F 49.0
x Rebar Set 49 Reb F 1- Rebar Fd. 1.0 8 S ---- S39Q - 4e s; - - - -
1.2 1.2 TBM (Nail t:2 ...:.. t:2 ...... o.a ...� . f,2 g333° x 49.3'
50.9IN 49.7 /' - .. 5 .07 ..- �..-. ..�. N x49.T F
18" FES �`� 1_0 T5F rsF---- -- ...... ,.... x 49.0'` 69
INV = MATCH EXISTING 49 0.9 ......... ... t : x 49.8' 3
o.s !� ... 0: DI 4 3-
CLASS 15", B , \ 51 50 , o.a� ...�'so.a ..... I TC P=548,45 49.4' 495,2'
0.7 \ 0.7 0.6
I .. Rebare
ENERGY DISSIPATER- 0.7 \ 9 ... ........ I.. t .. . t ..... ... .. . . x- 4..9. o.s „ ...... o
"NOTE: ENERGY DISSIPATER SHAU 48.T I f x 49.i' 5012- RCRso.... u7
1 -.-TOP=�0.45.... ........1..... -... t' .......... .
NOT INHIBIT FLOW OF EXISTING / t:8 t.7 1: S.�..'.�_ 0.7
.INV. =48:45 °• .. '49:5` . 0.7 x 49.8'
DRIVEWAY CULVERT. POND OUTLET / I ........ ... ...... u7 49. 1' /
SHALL MATCH EXISTING DRIVEWAY .6 0.9 : , o o I 49.9' x
CULVERT & ENERGY DISSIPATER ........ "�. .. ------------- ....... 0.45........ .
I U. . .. . . . .. .
SHALL BE KEYED IN BELOW FOUND �I INV: -'4$:25
INVERT. LINE DITCH CHANNEL WITH
IN I
.-
lA 48.8'n .. RIPRAP OPPOSITE OF OUTLET
1:0 h A -I
DIRECTION OF FLOW. I j ...° L X!so.. 1. 2 \ 49. P
✓''1 F.F.E. = 52.90 I9.'.' ' ' ,x. t.o °- a 48.7' A-2
x 49.r 1 � .".".. a, 1 • 1 .
I� 2
• . ` I Ta 1203 I N a . .. ... 49.
LIM
o .• I j ... .. .... 3
.....:.: Deed Book 31 G I ,s ::'' .� I :a . 1......^ `1`4 . . 49.2' �
18 RCP \ /,�. I 2 . /. i 2. �........ t 16.... x A 47,
1.4 i ,... .. . .�,I. . t.a Z y Y. 1 -50:7 , 1..6 48. ' A
�...... tiI... .,
O I AK LAND: K- - z:>3 1 5,.. . .. , ..
i ..
.. .... x 4 2' I W
r ..... . . �.. .... I 5'. -
\ t. 1. I 2.9 2.9. = I 9.0 648.7'
... y . . .. ... I -: -. - r
11 .. r.r'.`. 2 x :..4- 'Mop. J o " 33 DI.2
2.8 tK ` /� TOP=51.23
Il fir'' S z Y/\\�51.9' -- ----- 2.6 - --- ^ � INV. =48.00
2.5 ...2.1 .. r �50
a o.s X.i 2.7 ga r o\\
I \ . TOP=50.45 52 . W
INV. =48.00 t.7 t.as�'?. 3� �� Wetland
Tax Parcel 20300025 .7 /S� �X. :s ..' .. .......... �,... ; k9. 1247.3G 5Q. FT.
JB.2 9.6' 1 ...... :s. ... \ ........ M ........ t.s
Michael D. Armstrong �/' ' ' 0.03 ACRES
TOP=51.00 m I..x. x.50.3 ..\...... ?5..RCP . ; . .
.50 . . 5D� 5Q . . ... .59 . SD. 54 .. ✓. .
Deed Book I Page 530 INV. IN=46.85 o a9.a� o ��- t.a �'7 a',<.. �°�,
Map Cabinet K, Page 29G INV. OUT=46.75 �. °' ..'......... ... ............ .'..... ....'.'.' '.'.'.. r ' 47.T -
7.
ZONING OK CLD x 49.,V s ` 51 I DL1 TOP=51.35 �,\I 1 9 A-9
\ Q 1 A- O
�181 11 S0
RCP `�� INV.=47.5 , Q' �-_ 7.8'
NOTES:
1. THE STORM WATER POND SHALL BE RESTORED TO
DESIGN CONDITIONS PRIOR TO CONSTRUCTION CLOSE
OUT.
2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING
POND AS-BUILTS FOR POND CERTIFICATION.
3. NO ENCROACHMENT. INTO WETLANDS IS PERMITTED
FOR THIS SITE.
4. ANY DISTURBANCE OUTSIDE THE IDENTIFIED LIMITS
OF DISTURBANCE WILL REQUIRE A MODIFICATION TO
THE EROSION CONTROL PERMIT.
5. ALL DISTURBED AREAS WILL BE PROVIDED WITH
GRASSING IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
6. IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP
THE STORM DRAIN SYSTEM FREE OF SEDIMENT.
POND OUTLET 50
STRUCTURE
SEE DETAIL
x 50.5' A �\
A !Y
x
h0 'l j
2.1'
u)00
x 11 r \
/
W
\�)
2650.2'
,mot
\ \I 43 ,
1
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x
50.Ili \
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,
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l I // 40 \
\�
\
15;\
50.3Y-�--1
i\
-
2 49
\
148. CL . 48. V
A-23 r
48. 01 - Wetland 48.3'
3 4707.14 SQ. FT.IS.rVa
A-24 0.1 1 ACRES
50.4' .\,ll 48.T
50.4' Ir�49 r'F I49. Ili
, �
A-25 49 p
• �n(o R
I 4/80.9' �ti•�ti
I x48.1' r\
INNS' . (L
/C0
- x 47.5' I48.0
0) "
I�
r
Rebar Set 48.1'
148.T
\
ti A-12
4 r 5er 5e-
INV =43.00
x
49.5'
'
15'x15'x1'
CLASS B
1 A
49.1'
A- 13
ENERGY DISSIPATER*
9.3'
x
47.9'
48.3' x
47.9'
A-14.
. A
Wetland
8
14.15 5Q. FT.
4
0.00 ACRF5
\6
�\ A- 16
RIPRAP LINED
48.W
SHELF BETWEEN
A_ 17
FOREBAY & MAIN
POND
1.T
41
•,v, A-16
A-19
`-15' EMERGENCY SPILLWAY
INV.=50.15
NOTE: UMLTS OF DISTURBANCE RUNS ALONG
TEMPORARY SILT FENCE LINE, "LOD" LINE NOT
SHOWN FOR CLARITY.
Tax Parcel 21900001
Reserve Development Co., L.L.0
Deed Book 2301 , Page 854
Map Cabinet 30, Page 521
ZONING 5J-EPUD
UNDEVELOPED
LEGEND
PROPERTY LINE
LOD LIMITS OF DISTURBANCE
5D 50 PROPOSED STORMDRAIN
TSF TEMPORARY SILT FENCE
51 PROPOSED CONTOUR
51.00 FINISH GRADE ELEVATION
------51------ EXISTING CONTOUR
x 51.00 EXISTING SPOT ELEVATION
PROPOSED ASPHALT
PROPOSED CONCRETE
WETLANDS
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11057
Des. JPN
aro. JPN
OM. EDB
DATE 11/01/11
fW,-L 5P
C2

SR �500
Nch"Y
fMd SITE
g
I VICINITY MAP I
N.T.S.
SITE DATA
PARCELL, NUMBER: 2030002502
ZONLNO:
BRUNSWICK COUNTr. OLD
OAK ISLAND: CLD
TOTAL SITE AREAL 99.130.58 SF3 / 2.2BACt
WIEnANDS:
UPLANDS: 93.161.90 SFt / 2.14 AC*
WETLANDS, 5.968.68 SFt / 0.14 ACt
BUILDING USE: FUNERAL HOME
BUILDING SEFBAC (S
FRONT: 25'
REM: 6'
SIDE: 10,
IMPERMOUS AREAS (ON SITE NOT NO R/W)
BUI.DIIG: 7.250.00 SF
DROVE ISLE / PANG: 34.371.18 SF
CONCRETE 2.415.62 SF
TOTAL IMPERVIOUS AREA: 44.036.80 SF
(ON SITE NOT IN R/W)
S IMPIN41OUS: 44.425
11PERVIOUS AREAS: (OFF SITE IN R/WQ
DRNEWAY: 3.805.81 SF
TOTAL IMPERVIOUS AREA: 47.842.61 SF
(ON/OFF SIM
PARKING REOL
TOTAL REQUIRED: (OAK ISLAND)
1 SP. PER 4 SEATS MI CHAPEL:
10 SP. MIN FOR FUNERAL VEHICLES.
1 SP. PER EACH 2 E1P-
SE47S IN CHAPLE: 92 23 SPACES
FUNERAL VEHICLES: 10 SPACES
EMPLOYEES: 4 2 SPACES
TOTAL REOINPIED: (BRUNSWICK COMM
1 SP. PER 20 SF IN CHAPEL
-
I SP. PER FUNERAL VEHICLES:
CLMPLE SF: 1.125 SF 57 SPACES
FUNERAL VEHICLE& I I SPACE
PARKING PROVIDED:
SPACES PROVIDEED: 63 SPACES
HA11WAP SPACES PROVIDED: 3 SPACES
TOTAL SPACES PROVE) - 66 SPACES
Uplands
931 G 1.90 50. FT.
2.14 ACRE5
Wetlands
59G8.G8 SQ. FT.
0.14 ACRES
Total Area
99130.55 50. FT.
2.28 ACRE5
5URVEY NOTE5:
ADJOINING PROPERTY OWNERS BA5ED ON INFORMATION FOUND
IN THE BRIIN5V*ICK COUNTY TAX OFFICE.
BA5ED ON FLOOD IN5URANCE RATE MAP 3720206800J. COMMUNITY
/ 370295• PANEL 20G8 J. DATED 61210G. TH15 PARCEL APPEARS TO
BE LOCATED IN ZONE X..
EIEVATION5 ARE BA5ED ON NAVE) 88 DATUM
NC Hwy 21 1 Southport -Supply Road
150' R/W 55 MPH A5PHALT
Edge of Pavement
Center Line of Pavement
Rebar Set :QO,'.'.".'. Rebar Fd. 110.590
BRUNSWICK COON
1 ZONE CLD
.. 'a,
• ;._
1
"'..........
i F.F.E.=52
1 Tax Parcel
�......'.�.) UMPO 0, LU
I eed Book I I
... ............'. ZO c
I ZI NING LAND:
.................
14"
Tax Parcel 20300025
Michael D. Armstron.
g m ..Q............. ........1 ."0
Deed Book G32, Page 530 0 04, ..."...:...... .'.
Map Cabinet K, Page 29G
ZONING OK -CUD
OAK ISLAND _ BRUNSWICK COUNTY _
ZONE CLD �— ZONE CLO
1 �
49 49
44
1 I I II II
I I 11I I .
� 8.19� •`
3 A-15
A- 16
49 (o�� t` A-17
5
3.59' �>3 A-15
1 A-22
1 - WL21- I 0- 'V � A- 19
A120
A-23 -
N� - Wetland
4707.14 50. FT.
1 l4 0.11 ACRES /
1 A-25
ti
A-2G
h
1 `1
n
V'
Rebar 5et
- 0\ - ! C
. -J
e 9, A-9
�0 A 7 0
/ A- I I
A- 12
r 5et �•
�(0 �3 'A A.-
k
---- Wetland
14.15 5Q. FT.
0.00 ACRES
Rebar Set
S
39 93
\33N�
\ 69
WHEEL STOPS
TYPICAL
O�
/
/ A-2
A-3
•�,3
6,22 5 A-5
�M-
HANDICAP PARKING
SIGN
ONE WAY
DO NOT ENTER
SIGN
Wetland
1 247.3G 5Q. FT.
0.03 ACRES
OAK ISLAND
ZONE CLD
Tax Parcel 21900001
Reserve Development Co., L.L.0
Deed Book 2301 , Page 554
Map Cabinet 30, Page 521
ZONING 5J-EPUD
UNDEVELOPED
LEGEND
PROPERTY LINE
DA DA DISTURBED AREA
PROPOSED ASPHALT
,. ,.. .. PROPOSED CONCRETE
- - - - - - - WETLANDS
- Yt .Y 4 •Y .Y •Y -
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11057
DES. JPN
CKD. JPN
OM. EDB
DATE 11/01/11
%jL7[P
C3

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DNTROL
STONE SHALL NOT
BLOCK OR IMPEDE
PIPE FLOW
•
R� tii ,�cI70EAre"�'..�:.�•
• • - a 36 a
NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION
ENERGY DISSIPATOR
NTS
1.5" S 9.5 ABC SURFACE COURSE (NCDOT)
-6" ABC BASE COURSE (NCDOT) '
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON FIELD
CONDITIONS. CONTRACTOR
SHALL COORDINATE w/OWNER
& GEOTECHNICAL ENGINEER
TO DETERMINE ACTUAL
PAVEMENT SECTION.
PAVEMENT SECTION
tits
SEE PLAN F01
ORIENTATION
CONC. COLLAR
ASPHALT
PRECAST
BRICKRMASONRY
3000 PSI CONC.
PLAN
M
DROP INLET DETAIL
nts
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
r+
6" CONCRETE
6x6-W2.9 X W2.9 WWM GALVANIZED
- 4" NCDOT ABC STONE
NOTES:
1. CONTROL JOINTS SHALL BE EVERY 15 FT.
(MAX.) AND EXPANSION JOINTS SHALL BE
EVERY 50 FT. (MAX).
2. PAVEMENT SECTION MAY VARY DEPENDING
UPON FIELD CONDITIONS. THE PAVING
CONTRACTOR SHALL COORDINATE WITH
OWNER REPRESENTATIVE AND GEOTECHNICAL
ENGINEER TO DETERMINE ACTUAL PAVEMENT
SECTION.
CONCRETE PAVEMENT SECTION
Ik1!o
NOTE: X 2' DROP
INLET FRAME & GRATE
SHALL BE HEAVY DUTY
I 0DI
3/4" REINFORCING BAR y
IMBEDDED 18" INTO SUBGRADE.
f.. lG. f..aL..... f. •. CL'.0
SECTION A -A
MULTI -DIRECTIONAL FLOW
INLET PROTECTION
NTS
EDGE OF PAVEMENT
OR OBSTRUCTION
TOP OF REINFORCING BAR
FLUSH WITH TOP OF CONCRETE.
3�4�\
CONCRETE WHEELSTOP DETAIL
NTS
Z3
4 GA Bx8 MESH 1a
TAND FABRIC �r
1/4• WIRE MESH
NOTES
1. SEDIMENT CONTROL STONE
SWILL BE 15 OR #57 AND
SHALL BE PT�AR) FOR AT THE
UNIT PRICE PER
ON CONTROL
STONE.
2. WIRE MESH SHALL BE
tURDNWtE CLO1H 19 GAGE
MESH OPENINGS.HAVE 1/4'
STEEL Pw
WIVE MESH FOR STANDARD FABRIC
STANDARD OR DM STRENGTH
FILTER FABRIC
_ DF& 710N OF WATER FLOW
NOTES:
1. SYN. F/ENNCE FABRIC SHALL BE IMN. OF 30' IN WIDTH WITH
AND 'SO LB/W FOR EXRtA 51ROG7H. BARD FABRIC
2. FABRIC SWILL BE CONTINUOUS LENGTH. IF JOIMS
ARE NBCES,SARY, 1AP FABRIC POST TO POST.
3. SfEEL POST SHALL BE 1 N 4• IN HEGHT AND BE OF THE
SaF-FASTENER SITEL ANGLE TYPE.
TEMPORARY SILT FENCE
HIS
FABRIC SGRT
OEM & 4" WIDE
7/8" DU►. HOLES
z
2 #4 BARS
COFMNUOUS
EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT
IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY
HALF -INCH RAINFALL.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL
BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE
TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE
OBJECTIONABLE MATERIAL SPILLED WASHED OR TRACKED ONTO THE
CONSTRUCTION ENTRANCE OR ROADWAYS.
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET
PROTECTION, BLOCK AND GRAVEL INLET PROTECTION, ROCK DOUGHNUT INLET
PROTECTION AND ROCK PIPE INLET PROTECTION WHEN THE DESIGNED STORAGE
CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR
REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED.
DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW
PROPER DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER
EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS,
DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY RAIN EVENT.
4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE
SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES
WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21
CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A
SWALE.
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE SPACING WILL BE 6
FEET MAX. WITH THE USE OF EXTRA STRENGTH FABRIC, WITHOUT WIRE BACKING.
STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC AND
WIRE BACKING ARE USED. IF ROCK FILTERS ARE DESIGNED AT LOW POINTS IN
THE SEDIMENT FENCE, THE ROCK WILL BE REPAIRED OR REPLACED IF IT
BECOMES HALF -FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS
DAMAGED.
6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED
STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE
CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS OR
WHEN THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR REPLACED IF
THEY COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE
REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN DEPOSITS REACH
HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED
AND KEPT CLEAN WEEKLY.
7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN
STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE
CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS OR IF
THE ROCK IS DISLODGED. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND
WILL BE KEPT CLEAN.
8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN
A VIGOROUS, DENSE VEGETATIVE COVER. ALL PERIMETER DIKES, SWAL.ES, DITCHES,
PERIMETER SLOPES, ALL SLOPES STEEPER THAN 3HORIZONTAL TO 1' VERTICAL
(3:1) AND ALL HIGH QUALITY WATER (HOW) ZONES SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN SEVEN (7) CALENDAR DAYS FROM THE
LAST LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE
PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS
SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN FOURTEEN (14) CALENDAR
DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS,
TANKS, HOSES AND INJECT SYSTEMS WILL BE CHECKED FOR PROBLEMS OR
TURBID DISCHARGES DAILY.
10. BASIN OUTLET STRUCTURES AND SKIMMERS SHALL WITHDRAW WATER FROM
THE SURFACE.
1• vent
4' pkre YWh H® b\ Nete twarWq
aaeiene'wR rPrcaoY \\\ll\\
SUPPLIED9-
1X'Sdhs0 SOUR pus -�' ��►�
9Y USER 3 .. / M1e,"45/A111
1 Skinner shown in
floaft location
1 NO NMaAwkn 1x• NEADw
1) iudvmmnw oenwarwdww
connected to the Tae arias
mflu Wa, s drras
elf•t d erne sanp
w artlrtaaa
1. Skimmer can be allwhad to a shaiphl 4• scb 40 pipe taouth the dam but the pips may need
to be anchored to the bottom at the connection so it Is swat. Coupl ng can be removed and
hose attached to cultist uskg the txeaeed 1W Ifty. Typical methods used: an a metal
structure a dad stuboulweided on the aids N to bottom We with a 1X• t nsided coupling or
reduces: an a concrete structure with a bob or allot at its botorn, use a AW plate with a
hob out its it and coupke welded to itthat will fit over Ns hob in is eorhcreb and baled to the
structure with seelmt: Urad a 4 pvc pipe in a hob In On concrete to 0okrect the sidnmer.
2. Dimensions are approximate, not kdaMad is pie for construction.
3. BMW (solid, not foam core pips) should be TA *ms tre depth of water wUh a maximum
brmhof8'soInskmanbepWWtotlesideformaMWhwhm. StImnarbmadeTorsmall
sedinsM'tsW ante a mabdmwndspilh of 4%
4. khbt b 3' pipe beWlawn the straps with akxnknm screen door for acmes to the lW blot and
o i6m Inside.
S. Cattaft 1.728 cubic bat per day maximum with IV Inlet 9nd IV head. knlat am be
the partloslar volume and dravdoowwo t es hutukad the pkig and culler lonwided toagnrt tow rats for
6. Shipped assembled. Useryues kuMebdrbn and barrel Installs vam, ads orifl a In plot
and aitadres to Ou det pipe or strookm Includes flexible hose, rope, odke adtw. ate.
1 1/2' FAIRCLOTH SKIMMER
NM
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH FIELD
CONSTRUCTION CONDITIONS.
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF
WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS TO
TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS.
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN LIMITS
OF CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, WOOD,
LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING BURIED
CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE ELEVATIONS WITH A
CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE
LOCAL AND STATE CODES.
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL
REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED WITH
BORROW OPERATIONS.
8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO
RECEIVE FILL SHOULD BE PROOFROLLED. THE TOP 8" OF SUBGRADE SHALL BE
COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE
CONTENT. ANY AREA WHICH PUMPS OR RUTS EXCESSIVELY SHOULD BE
UNDERCUT AND REPLACED WITH A CLEAN, SILTY OR CLAYEY SAND HAVING A
UNIFIED SOIL CLASSIFICATION OF SP, SM, OR SC. FILL MATERIAL 5' OUTSIDE OF
BUILDING AREAS SHALL THEN BE PLACED IN LAYERS NOT TO EXCEED 8" AND
COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY
DENSITY (ASTM D-698) WITH THE UPPER 12 INCHES OF SUBGRADE BEING
COMPACTED TO 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL
MATERIALS WITHIN BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS
SHALL BE PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST
98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS TO
100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS WHERE NO
STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF IN -PLACE
SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE STANDARD
PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY TO COMPACT TO
THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED IN ACCORDANCE WITH
COMPACTION REQUIREMENTS. IF THE MATERIAL IS TOO WET TO SECURE PROPER
COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR OTHERWISE AERATED WITH
SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL
SHALL BE PLACED IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY
AT ALL TIMES. SEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL
REQUIREMENTS.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT HIS WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF
EXISTING UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
NORRIS & WARD SURVEYING AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND
AUTHORITIES.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO
NCDOT STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
17. SEE SOILS REPORT FROM RFTS DATED SEPT. 7, 2011 FOR ADDITIONAL
REQUIREMENTS.
18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK CONDITION.
19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR
"RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE 111, FACTORY
MIXED, QLACK DRYING, NON -BLEEDING.
21. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW
WASTE AND WATER LINES.
22. SEE SHEETS BY OTHERS FOR LOCATIONS AND INVERTS OF CONDENSATE AND
ROOF DRAINS. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CONNECT THESE
LINES TO THE UNDERGROUND DOWNSPOUT DRAIN AT THE REQUIRED DEPTH TO
DRAIN. ALL UNDERGROUND DOWNSPOUT DRAINS SHALL HAVE A MINIMUM SLOPE
OF 1% AND BE SCH 40 PVC PIPE AS FOLLOWS: USE 4" PIPE FOR UP TO 4
DOWNSPOUT CONNECTIONS, 5" PIPE FOR 5 TO 8 DOWNSPOUT CONNECTIONS AND
8" PIPE FOR 9 OR MORE CONNECTIONS.
23. THE FINISHED GROUND ELEVATIONS AT THE BUILDING PERIMETER SHALL BE
A MINIMUM OF 6 INCHES BELOW THE BUILDING FINISH FLOOR ELEVATION ONCE
FINE GRADING & LANDSCAPING ARE COMPLETE EXCEPT AT ENTRANCES AND
ENTRANCE TRANSITIONS.
TEMPORARY/PERMANENT
GRASS SPECIFICATION
i. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL UME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL
UME: 45 L OS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED IS
PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED UGHTLY.
2 - 3 LOS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED, REESTABUSH FOLLOWING ORIGINAL UME, FERTILIZER
'.. AND SEEDING RATES..
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABUSHED.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
24X BERMUDA GRASS
20% TURF FESCUE 10% CREEPING RED FESCUE
24% ANNUAL RYE GRAIN
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SFULLL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION OF
GRADING. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF
DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL
UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
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11057
DES. JPN
CKD. JPN
DRWN. EDB
DATE 11/01/11
MINE
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CA
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Rlo,
POND DIMENSIONS AT NORMAL POOL
1' = 20'
NOTE PLAN
1.BASIN, FRAME AND GRATE MAY
VARY IN NONESSENTIAL DIMENSIONS.
4' X 4' PRECAST CONC.
BASIN W/ KNOCKOUT
PANELS ALL 4 SIDES
18' RCP OUTLET
INV. = 47.0
SECTION
'a
#4 STEEL REBAR (GALV. OR ASPHALT COATED)
TACKWELDED AT 4' O.C. EACH WAY LAID
IN TOP OF BASIN
-ATTACH SCREEN -
WITH GALV. LAG &
WEDGE ANCHORS
1/2" OPNG. GALV.-
OR ALUMINUM
EXPANDED METAL
SCREEN
1.5" I.D. INLEf-'
PIPE GROUT IN
PLACE INV. = 49.0
CRUSHED STONE.
DETENTION POND OUTLET STRUCTURE
N.T.S.
FLOW -PATH
10' ELONGATION
MAINTENANCE BERM
TOP=51.0 SHELF r 5' 1
TOP = 50.0
ST. STORAGE ELEV.: 49.8 FOREBAY BERM FOREBAY
RIPRAP LINED w/ BERM
J, i L FABRIC BENEATH
5'
3 3 TOP VEG. SHELF: 49.5 SHWf: 49.28 i 1 SHWi: 49.28 SHWf: 49.28
EXISTING GRADE NORMAL POOL 49.0 3 3 =POOL- NORMAL POOL 49.0
> > BOT. VEG. SHELF: 48.5 52 2 SEDIMENT REMOVAL: 43.0T REMOVAL• 43.0 BOT: 42.0
_ _ _ _ _ _ _
BOP 40.0 BOT: 40.0
MAIN POND I I^— FOREBAY -i
POND SECTION
ffrs-
DETENTION POND NOTES:
1. UPON STABILIZATION OF SITE, RESTORE POND TO DESIGN SIZE AND SHAPE.
2. INSTALL TOPSOIL ON SIDE SLOPES ABOVE NORMAL POOL AND SEED WITH A MIX OF
20% CARPET GRASS, 24% BERMUDA. 20% FESCUE, 10% CREEPING RED FESCUE, AND
24% RYE. SEED AT A RATE OF 2-3 POUNDS PER 1000 SF.
3. VEGETATED SHELF: THE CONTRACTOR SHALL INSTALL EQUAL NUMBERS OF THE LISTED
SUITABLE SPECIES. GROOUP SIMILAR SPECIES OF PLANTS TOGETHER (APPROX. 10-15
PLANTS PER GROUP). NO PLANTS SHALL BE PLANTED WITHIN 10 FEET OF THE OUTLET
STRUCTURE.
4. BOTTOM HALF OF VEGETATED SHELF SHALL BE PLANTED WITH SHALLOW WATER PLANT
SPECIES, SEE TABLE.
5. TOP HALF OF VEGETATED SHELF SHALL BE PLANTED WITH SHALLOW LAND PLANT
SPECIES, SEE TABLE.
6. THE VEGETATED SHELF SHALL BE PLANTED WITH PLUGS OR POTS (MIN. 2 CU IN) AT
24'-36' O.C. IN A CHECKERBOARD PATTERN. A MINIMUM OF 50 PLANTS PER 200 SF
OF SHELF AREA SHALL BE PLANTED.
10,
MAINTENANCE
SHELF
J'
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3
12" CLASS B RIP RAP 60OX^MARIFI FABRIC
EMERGENCY SPILLWAY
NITS
ELEVATION
NO PLANTINGS WITHIN -
10 FT. OF THE OUTLET
STRUCTURE.
APPROVED SHALLOW WATER PLANTS
APPROVED SHAII0 Latin PI ANT$
SWEETFLAG
SWAMP MILKWEED -
WATER PLANTAIN
QUILL SEDGE
WATERPOD
WHITE TURTLEHEAD
BLUE FLAG IRIS
DWARF JOE PYE WEED
SOFT RUSH
JOE PYE WEED
ARROW ARUM
SPOTTED TRUMPETWEED
PRIMROSE WILLOW
SCARLET ROSE MALLOW
PICKERELWEED
HALBERDLEAF ROSEMALLOW
DUCK POTATO
SEASHHORE MALLOW
BULLTONGUE
CARDINAL FLOWER
LIZARD'S TAIL
LONGLEAF LOBELIA
SOFT STEM BULRUSH
GREAT BLUE LOBELIA
THREE —SQUARE BULRUSH
STARRUSH WHTTETOP
WOOLGRASS
NARROW PLUMEGRASS
GIANT CUTGRASS
10' VEG.
SHELF
NORMAL POOL: 49
TOP 49.80
RIPRAP
POND LINED
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BOTTOM HALF OF VEGETAED
SHELF TO BE PLANTED WITH
SHALLOW WATER PLANTS. SEE
TABLE
TOP HALF OF VEGETAEDSHELF TO BE
WITH SHALLOW LAND PLANTED
PLANTS. SEE TABLE
JOV 17 2011
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11057
DES. JPN
CKD. JPN
DRWN. EDB
DATE 11/01/11
C5

0
SR /Soo
Md�y Rom
F M'dd `etO^ at,d S I T E
I VICINITY MAP I
N.T.S.
Uplands
93161 .90 50. f=f.
2.14 ACRES
Wetlands
5968.68 50. Ff.
0.14 ACRES
Total Area
99130.55 50. IT.
2.25 ACRES
LINE IDEMNG
DISTANCE
WL I 15
81 °3239' W
26.24'
WL2 15
GW5a53' W
23.75
W13 15
71 °25' 12' W
29.45'
W45
7878W
S5
23.5a
729
32.42'
WL6
IN 80°40'35' W
34.38'
WL7
15 43°0203" W
40.72'
WL8
S 04° 1 a05' W
24.79'
WL9
5 76° 1 a00' W
18.24'
WL 10
15 60'5849' W
14.99'
WL 1 I
15 40°57'59' W
12.75'
WL 12
5 4403714' W
32.05,
WL 13
5 71 °58'42' W
39.59'
WLI4
569°4a28'W
27.12'
WL 15
5 01010'23' E
17.30
WL I G
5 62°28'22' W
18.8a
WL17
5 18°39'21' W
19.15'
WL 18
5 83°2G25' W
26.68'
WL 19
5 68°4012' W
29.63'
W120
N 13°39'54' W
15.2a
WL21
N 82°13' 14' W
38.59'
WL22
550°14'18'W
19.72'
WL23
5 39009' 14' W
26.36'
WL24
5 21 °44'48' E
2 I.29'
WL25
5 4903001' W
27.46
SURVEY NOTE5:
ADJOINING PROPERTY OWNERS BA5ED ON INFORMATION FOUND
IN THE BRUN5WICK COUNTY TAX OFFICE.
BA5ED ON FLOOD IN5URANCE RATE MAP 3720206800J. COMMUNITY
/ 370295, PANEL 2OG8 J, DATED G/MG. TH15 PARCEL APPEAR5 TO
BE LOCATED IN ZONE X.-
ELEVATIONS ARE BA5ED ON NAVD 88 DATUM.
NC Hwy 21 1 Southport-5uppiy Road
1 50' R/W 55 MPH ASPHALT
JBA
TOP=
INV 24" RCP I INV. IN=45.25
44.84' INV. IN=45.25
49.70 Edge of Pavement INV. OUT=45.15
1 50.Oa _ 50.17'_ 50.30 Center line of Pavement _ 50.52' _ 50.5G' 50.54' 50.55' 50.G P
- - - - - - - _ ----- _ _ s•ss - - - - - END SILT INV 24 RCP - - - - - - - -
FENCE 50.15' 45.07 50.2a 0.20 50.18' 0.18 50.16' 50.23'
49.63, 9. ra 49.9 ' 49. 9 ge of Pavement --- 0.17 ------ ---------- ------ 5Q -
4&.2._ _ -------- _ .D .4 _ . .
47.ax---- / i 47.2'----,x47-a _ - END SILT - - 7sx -. -- 47.5' --x37 I------ 48--
INV 15 CMP --- 5 -------- - 47 ----
o I ' INV 15" CMP-----E--_�'�4a.a--- - -_( D SILT
45.86' END SI __ _ ------46.07' FENCE
FENCE'__ z: --_ n . d 48. '------- ------------ •(547WP 4 _ _ s� 47 15" RCP _---------- 47---------
FCNC I 45.50 '1S RGP -
I� A Coro. Headwall-------� N�•�_, _ � - - IAA_/.=•=46.50�' x 47.5' _
- ou ou OU OU ou OU ou OUP ' OU OU ou ou ou i]Uj---�-� W O O '/ \ OU mU \ OU OU ou oU
- an k TEMPORARY GRAVEL y -`- x Raz ----- \7
1 .. .. 1 x 48.3'
- ou ou ou ou ou ou ou ou ou l ou olY x a C900 UCTIgN ENTRAtNNE 48.5' o' a 8
ou x-- ou ou ou ou ou ou ou Qu ou ou ou
� 1: t•p
x 48 4� 8.� 5 7402731 " E 352.15' �y - Rebar Set
4 i5F 46.4' i5F 49.a
Rebar Set 491 6 Reba P A 1 10.59 Rebar Id. ,.- 8 5 -Sax- - 3 -- - -
1 1.0 90
1.2 1.2 TBM (Nall 1:2 / . 1.20. go'3 x 49.3'
50.9 - ELb ,� 50.4 _ 3. \\ 1.0 TSF TSP i5F ,� 0,7 .,. N x49.7' �F 6
18" FES ` I --- �....... ... ... ......'.'I T x 49.0' '
\ .. . . . .1 \ . 1. x 49.6 .3
INV.= MATCH EXISTING 49. o:s ... 49 o.s ......... .N;...... ... o: DI 4 3,
15'x15'x1' S0 ,... o.s..,..... -
.... x 49.4'
CLASS B \ 0.7 \ 51 0.7 so.6 o.a - .. ... N F 548.45
............. 50.6 .. Rebare
ENERGY DISSIPATER* 0.7 \ 0.9 .. ...... .t..1.6 t 5 x.49.3' o.so .... ...... ......... . .
*NOTE: ENERGY DISSIPATER SHALL \ DI.& 4&.7 1 . . x 494. ..... 12" RCP 0
1 14P=50.45.... .........\.......... t.4 . so......50.. .
NOT INHIBIT FLOW OF EXISTING
DRIVEWAY CULVERT. POND OUTLET I 1 S ].7 1: 08 . . . . ' '49:5' 0.7 x 49.8'
INV. =48:45 S.�...__ 0.7
SHALL MATCH EXISTING DRIVEWAY ' > ;. a . `. :. t:2 1 49.1'x /
CULVERT & ENERGY DISSIPATER ...'.'.'.'e�. D.s - - - - - - o gv. = 0.45.. 49.9X49.1'
------
SHALL BE KEYED IN BELOW FOUND 1 h 0.s 1 y t_' '' ' �' �� INV.=48:25.'.'.' ' '
INVERT. LINE DITCH CHANNEL WITH I o 1' l t 7 a '''' '
1 51.2 / 48.8'
RIPRAP OPPOSITE OF OUTLET IN I i.... I t. I I ' i I 0
DIRECTION OF FLOW. I oti I t:o h A- I
7 n . .. ZQ l50. . \ 49.1 \ 1 I. . . . )(. 1.2 1.0 0.9 48.7' pl\
x 45.2' a� A-2
1
2
\ Ta 12030 f t12 . . 49... . . .. . 48.7'
uNi of . .,.,,;, .t
i
53E1..'. • , l LIM I - i a /..... .1:3. ".... A 3
1.2 . .,. .V i O 1 '.... .. .'.;.... . . 3
18" RCP `\ �. I 1 Deed Book 316 I • . s I I:a �y 1`4s 49.2'
s. I 2 I 2.0 i 16 x 48.7'
i- ......-..r.
,.......C4 t.a A-4
.. .. .. Z . y . I .50:7 . . .. .. , 1..6~ 48.7' k
,.... m ........ ( O I AK LAND: K- ` 2:6 .: 1
1 r
.:...` ...5 . z 49.0, WL6 x Op
�.,. =48.7'
21
t...: 'r 35 D1.2
2.a --- tK` /y� TOP=51.23
2.5 2's 2.1 4 ` �. INV. =48.00
i 0.8 X.i ...i. i DI.5 2.7 ya sw \
1 TOP=50.45
.......... m.................................. /y. �3 Wetland
INV. -48.00 t.7 1.4 8.3'
Tax Parcel 20300025 0.7 / 5�s .. °.':. a g ` 1247.36 5Q. IT.
q......
Michael D. Armstron J8.2 a6'' . os " 1.8 ...... ��
g TOP=51.00 tr1 I..x. 5 .. x.5o.s' ..\.......15. RGP/ 0.03 ACRES
.50 ...... so ... sQ ......sv .. so...... sa .. . .
Deed Book 632, Page 530 INV. IN=46.85 �� ..... ... ..�........ 4,..
Map Cabinet K Page 296 INV. OUT=46.75 ,n o 149.e'. 0. 0.5 \....... t.a ' TJ ... ....... ;I
Map 47 7
m\............ a.
ZONING OK-CLD x 49.W 51 I D1.1 \\ 7.9yr^00 A-9
9 e TOP=51.35 �GQ 1 A- I `0'
�181 RCP `�� INV.=47.5 a + �.
y So47.8' A- I I
NOTES:
1. THE STORM WATER POND SHALL BE RESTORED TO
DESIGN CONDITIONS PRIOR TO CONSTRUCTION CLOSE
OUT.
2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING
POND AS-BUILTS FOR POND CERTIFICATION.
3. NO ENCROACHMENT. INTO WETLANDS IS PERMITTED
FOR THIS SITE.
4. ANY DISTURBANCE OUTSIDE THE IDENTIFIED LIMITS
OF DISTURBANCE WILL REQUIRE A MODIFICATION TO
THE EROSION CONTROL PERMIT.
5. ALL DISTURBED AREAS WILL BE PROVIDED WITH
GRASSING IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
6. IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP
THE STORM DRAIN SYSTEM FREE OF SEDIMENT.
-50 -� � , of
POND OUTLET \ 4Q81
STRUCTURE 49 I .'49
SEE DETAIL I I I
x 50.5' A N I
51 1 I II I1
l� )�
2.1'
\ / CO
\ \ \ w 2�0.2'
50.V \\ \\ \ \ 43
x /
\ 111
50X1' 1 � h` � �-'I 40
\ \ 5 .2-1
\ 95 N'
�( y 2 49 la 2(0.
X 9.6 `� iL = �' A.20 X
148.8' ���'- �. ., 48.1
A-23
48.7�0 ` Wetland 8'3'
1. 4707. 14 5Q. Ff.le.7
A-24 0.1 1 ACRES
50.4'.4i !y _ ' \�K 48.7
50.4' 1 �49 F 1 I`49, Ox
�" A-25 4_9 (o(o �R
i 48.9' �2•�ti
I h �
48.7' A-26 ` ,�YCO
_ 0)
48» /h
x 47.5' / 48.0'
- `
iIT
t\
IT
Rebar Set 4e V
148.7 V
K!-1'\ I`t*S$Il.
�"�
ry A- 12 -
r Se
INV.=43.00
x ;49e
.5' ° 15'x15'xt'
A49.1 ° CLASS B
�32< 3'A-13 ENERGY DISSIPATER*
x 47.9' Tax Parcel 21900001
x 4791 Reserve Development Co., L L-C
A- 14. 48.Deed Book 2301 , Page 554
M C b t 30 P 52 I
1 Wetland
8' 14.16 5Q. IT.
4 . ' 0.00 ACRE5
ys A- 16 RIPRAP LINED
48 4' SHELF BETWEEN
t. A-17 FOREBAY & MAIN
POND
\ 0 A-18
48.9'
A-19
15' EMERGENCY SPILLWAY
INV.=50.15
v0 E6(+ A
ap a Ine , age
ZONING 5J-EPUD
UNDEVELOPED
NOTE: LIMITS OF DISTURBANCE RUNS ALONG
TEMPORARY SILT FENCE LINE, "LOD" LINE NOT
SHOWN FOR CLARITY.
LEGEND
PROPERTY LINE
UMITS OF DISTURBANCE
LOD
5D
5D PROPOSED STORMDRAIN
T5F
TEMPORARY SILT FENCE
51
PROPOSED CONTOUR
51.00 FINISH GRADE ELEVATION
------51------
EXISTING CONTOUR
X 51.00
EXISTING SPOT ELEVATION
PROPOSED ASPHALT
17
77
- PROPOSED CONCRETE
WETLANDS
NOV 0 7 2011
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11057
DES. JPN
Co. JPN
DRYM. EDB
DATE 11 /01 / 11
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