20150296 Ver 1_Site Plan_20150323

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C2.3 LANDSCAPE PLAN
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2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING
ADMINISTRATOR.
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF NCDENR AND IS
SUBJECT TO ,
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLA11ON OF
THE STATE EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE
OF i
REQUIRE 6. ANY LAND-DISTURBING AC11ATY > I ACRE REQUIRES COMPLIANCE WITH ALL CONDITIONS OF THE
GENERAL PERMIT TO DISCHARGE STORM WATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION
SYSTEM (PERMIT NO. NCGO10000). ANY PERMIT NON-COMPLIANCE IS A VIOLATION OF THE CLEAN WATER
ACT AND MAY ENFORCEMENT ACTION # RTH CAROLINA DEPARTMENT OF ENVIRONMENT,
HEALTH, AND NATURAL RESOURCES. (FOR QUESTIONS CONTACT MOORESVILLE REGIONAL OFFICE WATER
Q #. 663-1699.
TOTAL 7. DISTURBED AREA #i
HOME CONSTRUCTION=21.64 ,
CONSTRUCTION. * THERE ARE SOME AREA OVERLAPS BETWEEN ROAD CONSTRUCTION PHASE AND HOME
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l sly
1. MOWING WILL BE ACCOMPLISHED AS NEEDED ACCORDING TO SEASON. GRASS HEIGHT WILL
NOT EXCEED SIX INCHES AT ANYTIME; AND GRASS WILL NOT BE MOWED TO CLOSE TO THE
GROUND OR " SCALPED".
2. SWALES WILL BE INSPECTED MONTHLY OR AFTER EVERY RUNOFF PRODUCING RAINFALL
EVENT FOR SEDIMENT BUILD -UP, EROSION, AND TRASH ACCUMULATION.
3. ACCUMULATED SEDIMENT AND TRASH WILL BE REMOVED AS NECESSARY. SWALES WILL BE
RESEEDED OR SODDED FOLLOWING SEDIMENT REMOVAL.
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PI-'OP. STORM DRAINAGE PIPE
- - - - - - - -
Pf'OPOSED SDE
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LEGEND
____
EXISTING R/W
-------
PROPOSED R/W
_w_
EXISTING WATER LINE
G -
EXISTING GAS LINE
= __ = = = =
EXISTING STORM DRAINAGE PIPE
: i
EXISTING PAVEMENT
'Fitle: I
I
EXISTING
_x—
EXISTING FENCE
L-*--,- L-_�.]
PROP. COMMON OPEN SPACE
I 1 1
� - ------,
FEMA FLOODWAY
=
FEMA 100-YR. FLOODPLAIN
17-1-7 7-77I
L . . . . GREENWAY DEDICATED AREA
. . . . .
-ELEV- EXISTING CONTOUR
—ELEV— PROPOSED CONTOUR
12111101011111�m. 11111;
= =cmcW PROP. RIP RAP APRON
(SEE DETAIL 20.23/C8.0 FOR DIMI
660.31 PROP. SPOT ELEV. ON ASPHALT/
/ LIP OF GUTTER
P:\,Hopper C-.mmunities\Vickery Subdivision 14209\Engineerng\Design Drowinqs\Current\I4209-PB,pWG, 3/10/2015 10:M52 AM, rrovillos, 1:1
.
I
I
I
--- -1
,"Iroject: 1
GRAPHIC SCALE
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1
KERY SUBDIVISION i
4 29 4? 8�
? 0
��
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I �
: i
I UNION COUNTY, NORTH CAROLINA
'Fitle: I
I
1 INCH = 40 FEET
I
GRADING PLAN
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�10414=201100111111M
IM INAFATH
0
N( BY DATE 11jr— REIA51ON
_
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_� AMENTS;
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i
I uF-JSAACS - 1
I :c i
U:
DESIGN SURVEYINdC:
CI\A ERING AND
0
RED OAK BOULEVARD, SUITE 420
CHARLOTTE, N,C. 28217
527-3440 FAX [phone]
ri
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I 1 9
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1 I
11 PHONE (70,)
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0111111
SEAL
IN
,
8720 RED OAK BOULEVARD, 'Sm|L 4/-u
CHARLOTTE, N.C. 28217 1 C6. 0
PHONE (�D4) 527-3440 FAX [phone]
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F PE RUIN A
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HORIZONTAL
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INCH
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PROP. 24.33 LF
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PROP, 24.34 LF
PROP�-���
123.6
PROP. 34.60 LF
OF: 15" RCP io 3.007
.........
7 L
...........
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652
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6018 LF
PROP.
36.19 LF
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@ 0.607
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RCP 6 0.607
.......... ..
....
PROP, 8"
DIP WL
..........
04
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648
646
... INVERT
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646
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ADE
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INCH
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..... .........
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................
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644
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658
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PROP. FES-J11
656
(n U_j
STA:1 +18.66
0 1c
:lROP.
HANDRAIL
PR ")P. 59
73 LF
.......... .......... ......
...
654
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OF 18" CP @
1.507
.
..........
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PROP. 24.33 LF
P,.ROP. HEADWALL
............ ......
OF 18" RCP 0 1.50% ........ ........
.......
...... ....... . ..
PROP. 34.60 LF
.........
...
...... �
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652
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.......... ............. .......
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650
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.............
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648
646
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..........
.......... ........
646
EXIST.
C ANNEL GF
ADE
644
644
0
C!
642
642 .
.......
640 -
640
PROP. 68.48
LF
OF 66" CMP 6 0.267
638
38
6
636
............... ...............................
..
......
. ...... v.
636
6,35-
-635
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rr
Lo
�
_0+50
0+00
1+00
2+00
PIPE CULVERT RU` P (ft.)
HORIZONTAL SCALE: 40 FEET PER INCH
EXISTING GROUND AT CL - - - - - - - - - - - -
PROPOSED GROUND
662
660
658
656
654
642
640
638
636
372
368
366
564
562
660
658
656
654
652
650
648
646
0
4
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676
674
672
670
668
ry 666
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z 664
U-
0
F_ 662
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LiJ u
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656
654
652
650
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PROP. 24.33 LF
..... .........
L.L.
OF 18" RCP: o 1,007
..........
.......... .
................
......................
644
0 Lo
c�
642
640
638
636
372
368
366
564
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660
658
656
654
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650
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674
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670
668
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PROP. 24.33 LF
..... .........
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OF 18" RCP: o 1,007
..........
.......... .
................
......................
Li
0 Lo
c�
ali
376
574
572
670
668
666
664
662
660
658
656
654
652
650
562
560
558
556
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652
650
548
646
644
642
640
638
636
n
ME
row
662
660
658
656
654
652
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PROP.
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M:650,63
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I.E.(OLIT):644.92 (CB-j2)
.................... ................... . ..................... .
........
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...... ..............
PROP. FES-J11
.......
STA:1 +18.66
......
..... ......
PR ")P. 59
73 LF
...
.......
......
OF 18" CP @
1.507
..........
... ... . . . ......
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PROP. 24.33 LF
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652
650
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644
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360
358
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Cl�
o uj uj :
6
<
.......... ..
.......... ........
. ... . .... ......
a-
V)
.............
.........
....... ...
PROP. :24.,34 LF1
OF 15" RCPT: @ 1,50%
............. ...
.......
................
PROP.
2.40 LF
OF 15" RCP
1,00%
.. .......... . .....
C\4
u')
364
362
360
358
556
554
352
550
548
646
544
642
640
638
_1+00 0+00 1 +00

I
i
i
i
676
674
672
670
668
666
664
662
660
658
656
654
652
650
-0 +50 0 +00
STORM RIFE RU ft.)
HORIZONTAL SCALE: 40 FEET PER INCH
EXISTING GROUND AT CL ------------
PROPOSED GROUND
676
t"v
(v
672
680
672
670
670
.......r.......................
668
m
m
666
ca
z
666
664
a_
LL
r
w
�U?
662
Lj
W
ci
0
CO (
1- -
m \®
660
<
W
s
<
If \ \I
,R
i_s.a
J
a
m
658
W
u
c
PROP. HA RAIL
ND
658
656
656
WID. 115,76 LF OF5"
654
r.
a72
652
652
650
.. <..,....,. <. <...,.. <. ,.,,....., ..,. 4
.< .............. <. ................ <.....s- ,..,,....,,< ........o.,...... <..........,....
� 4
650
STORM RIFE RU ft.)
HORIZONTAL SCALE: 40 FEET PER INCH
EXISTING GROUND AT CL ------------
PROPOSED GROUND
676
t"v
(v
674
680
672
......,...,.,..........,..,....<...
670
.......r.......................
668
m
m
ca
z
666
.........,......... ...................
a_
LL
r
w
�U?
U- v (%7
664
ci
CO (
0
m \®
Lli
662
s
<
If \ \I
,R
i_s.a
a
m
cli It
to Lr)
660
c
PROP. HA RAIL
ND
658
656
WID. 115,76 LF OF5"
654
r.
a72
652
.
650
.. <..,....,. <. <...,.. <. ,.,,....., ..,. 4
.< .............. <. ................ <.....s- ,..,,....,,< ........o.,...... <..........,....
� 4
672
670
668
666
664
662
66C
658
6 5 E
654
652
65C
64E
64E
Ipy
t"v
(v
?
680
.... ............ <..................
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.......r.......................
.. ...........,.,. <... <,,...,.....
m
m
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PROP. HA RAIL
ND
Q
WID. 115,76 LF OF5"
6 N if? Lb
r.
a72
........................
4
.
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.. <..,....,. <. <...,.. <. ,.,,....., ..,. 4
.< .............. <. ................ <.....s- ,..,,....,,< ........o.,...... <..........,....
� 4
.... ....,,.., ..............................,
\\
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PROP; 24.34 L
¢ (0 (0
OF 15" RCP 0 3.00;e,
�° 44 10
678
e�
...............4......,...,.... , ..
PROP. °77.64 LF:::
,...
.......... b ........
O
15" RCP4 1.50%
z..
Off' 48" RCP 0 1.137
00
l;
L0
,.a.. .......
.,.....« .............. G................,..... 4.....,..,.,..... .......G........,.....,.....,..
...,..,,..,............, v.,:.....•,...............•
p...........,...• ......«p.,........,...........<
,..,........,....
..
.... «.,<.
�-�- •-
.......
..,. ..p,.
(c�
h.
672
670
668
666
664
662
66C
658
6 5 E
654
652
65C
64E
64E
Ipy
t"v
(v
?
680
.... ............ <..................
......,...,.,..........,..,....<...
.......r.......................
.. ...........,.,. <... <,,...,.....
Ni R0 4n
.......... ........... .................,......
. iN
....., i (......,.... ...........,i..,..,.,....,..,., ..
..... ....:........................e. ...
m
cr
LL
Q
U- v (%7
e -�
ci
0
m \®
a
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b
a. � '
If \ \I
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a
m
cli It
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c
co
c
PROP. HA RAIL
ND
Q
WID. 115,76 LF OF5"
6 N if? Lb
r.
a72
c\I cs
at=-ow
678 ... ...................,...........
:
4 4
M
1—° CJ Lq
MOP. 8"
..
¢ (0 (0
..
�° 44 10
678
PROP. °77.64 LF:::
�-
�...�.�
Off' 48" RCP 0 1.137
•.t<. ............
.. q.. ..y..
.... ..........
,.a.. .......
.,.....« .............. G................,..... 4.....,..,.,..... .......G........,.....,.....,..
...,..,,..,............, v.,:.....•,...............•
p...........,...• ......«p.,........,...........<
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..
.... «.,<.
�-�- •-
.......
..,. ..p,.
..1._,
_£.
h.
0 (0
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ui X10
1 :
-, -: e.�
<
PROP.: CB -172
676
0 4 (}4
r°
`a =
b..
........ ........
Uj
..............
STA; 2 54.0
6!6
..........
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......,.
Ed�i...
<�-.:
I.E.(IN }:653.63 (i8 -D2)
0
.., 4r ...................... 4......,.....,... .......p......,.,......,,...,,.
...,.,...,.....,....... a,.............,..,........
b,..,...,..,..«. ....,...,q.....................
<. .....<.<.....,.,..
....4....................4..... .....
4 •• ........................
,.r.... ..4,.
.......
I.E.(OUT ):653.'43; (CB -D2)
..4,. ..p.,
..a..
668
-®
- - - - - - - -
L
< . .. . ..........
b ................... ....v......,................,.. <.....
(h^ L7 td4
....... <... <.....,.,.
.°
� ul �
. , , 4
4 . .,
FRaP. FES -D1
674
®
I.E.(IN }:653.23; (FES -D1)
...................... G...,,...,..... ........<4.,.....,.<.«......... <.4........,.............
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...,..... «.«
i
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Q,,,,,,,,,,,,,,,
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, . .,4...
122.61 LF OF 15”
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........
°.'
4..... . .•.........,,.....:h,...,..v
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,..................
MCP
1.60%
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e
.............<....,...•G
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.....<
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?
LF & 4" RC
0,809
s\
:
6 7
664
....
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a....
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7 ....... <.,...,.... •., ......,....,....,.. .,.....,..,...
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i �
0
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662
`+��
f
�
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668
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<....... ...................
RCP @, 0;80%
.....,.,...... <.... ................... ...................
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,.................. ..
0
00
c;
<
00
('0
Uj
110
Q0
666 < ...................5..,.
<...,,.,. <,..., . ;. < <....., .............. ...,.,....
t
..... ......... , a 4.. .,
* d b
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...
(0
.,
666
Uj
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Cf
(i3
'11" )OT'Nr 0 V A , R 1', 1 t t 1 I V E S
1
31
C ALET LANE NA"TORM
674
672
670
668
666
664
662
660
658
656
654
652
65C
648
t
i
372
-070
568
666
664
662
660
658
656
654
652
650
646
646
i
670
668
666
664
662
660
658
656
654
652
650
648
646
644
670
668
666
664
662
660
658
656
654
652
650
648
646
644
CD
t"v
(v
680
cp
=
s
Ni R0 4n
.......... ........... .................,......
. iN
....., i (......,.... ...........,i..,..,.,....,..,., ..
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660
cr
Q
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0
a
'
b
a. � '
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a
m
�
c
PROP. HA RAIL
ND
Q
WID. 115,76 LF OF5"
r.
a72
CLASS!
.!V RCP
at=-ow
678 ... ...................,...........
:
4 4
:
� • "! ,
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MOP. 8"
..
.....
..
NCDl7T S
678
PROP. °77.64 LF:::
Off' 48" RCP 0 1.137
h.
0 (0
`
ui X10
1 :
670
676
0 4 (}4
r°
`a =
b..
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<..,. ..........,...,.
6!6
+�,-
�:, (
<�-.:
0
668
674
L
< . .. . ..........
b ................... ....v......,................,.. <.....
(h^ L7 td4
....... <... <.....,.,.
toy
� ul �
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4 . .,
•..
674
666
W
mpg p/
6 ! Rm
4 .............< 4........... «...........�.
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672
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6 7
664
7
6 0
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662
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668
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668
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666 < ...................5..,.
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.,
666
Uj
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658
664 .................
PROP: 24.34 L
.... 4 ..... ............................... ,,. <,..•....4,..,,,...........
OF 15 RCP ® 1.00
.-
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\
. ,..,... <...<.,...<,, -., .........,......... ............4..................
4 ,.
\
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PROP. 37.00 LF
\
cn
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0%
`
656
662
-
__ ..... ....................... .................... ..
4
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a
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.. ........
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a ............
a .
662
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660
654
660
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4
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:
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658
650
656
656
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N(0
(0
C ALET LANE NA"TORM
674
672
670
668
666
664
662
660
658
656
654
652
65C
648
t
i
372
-070
568
666
664
662
660
658
656
654
652
650
646
646
i
670
668
666
664
662
660
658
656
654
652
650
648
646
644
670
668
666
664
662
660
658
656
654
652
650
648
646
644
CD
t"v
(v
cp
Ni R0 4n
.......... ........... .................,......
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0
a
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PROP. HA RAIL
ND
Q
WID. 115,76 LF OF5"
CLASS!
.!V RCP
at=-ow
PROF. HE C
MOP. 8"
(zi
1ri e
NCDl7T S
`. DP WL.
PROP. °77.64 LF:::
Off' 48" RCP 0 1.137
h.
lin, IS
374
372
370
368
366
364
WALL
838.80
362
360
558
356
554
652
650
648
9
r
67C
668
666
664
662
66C
658
656
654
652
65C
64E
64E
64r-
670
668
666
664
662
660
658
656
654
652
650
648
646
645
a
v
a
GRAPHIC S�CALE
80
1 INCH = 40 FEET
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.
(zi
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670
668
666
664
662
660
658
656
654
652
650
648
646
645
a
v
a
GRAPHIC S�CALE
80
1 INCH = 40 FEET
P:\Hopp,fl.., Communities \Vickery Subdivision 14209 \Engineering \Design Dro wings \Current \14209 —MOM, 3/14/2015 9:27;06 AM, rrovillos, 1:1

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1010031121111KA
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TRAFFIC BEARING J-t-ku-TION BOX FOP? USE WITH PIPES 47 AtD LJND
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BRICK MANHOLE 9-36� PIPE
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CIVIL ENGINEERING DESIGN AND -§-U-RVE'TlNG C::
................
-0 Scale: NTS
8720 RED OAK BOULEVARD, SUITE 420
CHARLOTTE, N.C. 28217 C8.2
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