20001195 Ver 12_Site Plan_20120305

>
r
rri
-T1
m
m
---I
1 N)
0
0
au 0
0
J.
4,
4
CD
Ti
ZI
1 11ll7.
JAill
i
iF
it. -Jr-
,
X
In.
lit it'll;
A
41 yy � j'j i
it!
it
till
'lit '!'I
Wl-
0 QM
yI
90R,
to - -6, g
# III 1 1 .. , -
XX
NIX
I it -ST& 11214,
iV,4,� 4�
21
ItUll
Im N
it -i
11 lit
'IS E EI
INI4v ����I,> lI�I it { z �: � $ t , � i Y 1 F I t
W11" Ulm, 12 4"goism"F1:11% ME Ldc-w 10�"'f
DESIGNED BY:
RAG
PROJECT ENG.:
PET
PROJECT NO.:
2204/0502
DRAWN BY:
JPB
CHECKED BY:
PET
DATE ISSUED:
MARCH 2007
1
0
REVISIONS
DATE

PROPOSED PAVEMENT
A,
0.
SONS- 704-42&070 FAX 70"26-M
www.talbertandbright.com
I
U)
z
O
m® ®0Wm
47,
Lm
I,-
C14
0
0
0
Lo
C14
cr-
c
w
N
a-
I
<
ii
N
-t
n
m
z
C)
Ld
Q
z
LLJ
U)
C)
w
(f)
z
w
w
z
1,c
.)
--.>
C)
0
0
C
W
W
F-
w
af
cr-
m
<
a
0-
Q-
a
0
0
47,
Lm
I

I
?AINAGE, E&S CONTRC
000.4t1 1*4 toed#,
100' 50' 0 100' 200' 300'
SCALE IN FEET
1 " =100'
m "9� if Yid �Y
w'S
7
1-113-1hillf-eft limmm f"A, Nal
4%4 PARKTAY PLAZA BOW"AW, SUM 350
MARLOWE, NORTH CAkWUNA 28217
MOM– 704-426-6MO FAX 704,4264M
www.talbertandbright.com
uj
to
z
0
V)
FILTER STRIP 1 (FS)
FILTER STRIP 2 (FS)
FILTER I TER STRIP 3 (FS)
GRASS SWALE (GS)
EXTENDED DETENTION BASIN
BI 0 —RETENTION BASIN
------------
PROPOSED PAVEMENT
EXISTING PAVEMENT
100' 50' 0 100' 200' 300'
SCALE IN FEET
1 " =100'
m "9� if Yid �Y
w'S
7
1-113-1hillf-eft limmm f"A, Nal
4%4 PARKTAY PLAZA BOW"AW, SUM 350
MARLOWE, NORTH CAkWUNA 28217
MOM– 704-426-6MO FAX 704,4264M
www.talbertandbright.com
uj
to
z
0
V)
r St
A .
�1,
im
�=, Ifli
Y.
r-
C>
0
Lo
N
0
-1
_t
0
0
0
M
<
Ld
N
uj
<
n,
n
CCf
o
Ld
LLB!
z
Ld
F-
m
n
LJ
C)
0
L-Li
(n
z
ui
LLJ
z
le
—
U
�)
0
0
�<
Ld
LLJ
LU
cr_
Of
-r-
0
a-
0-
n
0
8
r St
A .
�1,
im
�=, Ifli
Y.

1
FILL MEDIA
85% SAND
10% FINES
= PON0NQ
" El V=7l�
12 ' �
LONGITUDINAL VIEW
SECTION A-A
NOT TO SCALE
ENTRANCE WEIRS
.
�0A. CLEAN
__, UUT PIPES
St
._
5% ORGANIC 3' FILL MEDIA
A!' WAltZf4Pn
V^ wu 57
STONE 0
|
NOTES:
1- CONTRACTOR TO INSTALL STONE DITCH CHECKS, AS DIRECTED BY
INSPECTOR, FOR EROSION CONTROL.
2' CONSTRUCT ALL DIVERSION DITCHES PRIOR TO :N8TALLAllON OF
B|ORETEN7lON BASIN.
3' UNDERORA(N PIPES TO BE SCHEDULE 40 PVC. ALL DRAIN PIPES
EXCEPT DISCHARGE PIPE SHALL BE PERFORATED. DISCHARGE PIPE
SHALL BE SOLID WALL.
4. CONTRACTOR TO BUILD B|ORETEN7lON BASIN TO COMPLY GENERALLY
WITH THE SHAPE ILLUSTRATED AND TO k4A|NT�Q 4/00 S.F. OF
SURFACE AREA.
5. CONTRACTOR SHALL BE PROHIBITED FROM USING SOD THAT IS GROWN
IN SOIL THAT HAS AN IMPERMEABLE LAYER /SUCH AS CLAY). SOD
SHALL BE KENTUCKY 31 TALL FESCUE.
OVERFLOW WEIR
ELEV.= 711' 7 51
2
1F--
/ ^
GEO FILTER
FABRIC
BERM ELEV.=712'
OVERFLOW WEIR
ELEV.= 710.5'
UNDERDRAIN PIPE TURN WITH
PVC BENDS AS REQUIRE
QU
TOP BEND INV.=706.79
JNDERDRAIN INV.
OUT ELEV.=704'
0-57 MIN
TIE IN
4!' 0k' UNDERDRAN
DISCHARGE PIPE
TIE IN
km
j 5. L
OVERFLOW WEIR
ELEu=711~
-� 5'
�
TRANSVERSE VIEW
SECTION B-B
NOT TO SCALE
r--�A 8ERWELEK=712'
5'
�~| |
ELEV.= 710.5'
PONDING
ELEK=710.5'
|
1
TIE IN
_-- ~ --' -'- EX|3�N(� PIPE
- --- ---71^� --- ---
//u - , � __-
-'- -- -- ��
PROP. OUT='711 5
- _-- ' iNV ^ 15 LF OVERFLOW WEIR
`
�mc
� , ~ -� � .-1 �
.,�..~ � _ ` R OW ROW ROW
ROW
/
\
\
`
o
�
)
�
20 10 0 20 40 60
SCALE IN FEET
1^=2O`
- 71
RB
OW- Row___
UNDERDRA]N --
�
WEAL 1
A.
UNDERQR/UN PIPE TURN
(SEE SECTION A-A)
/---
..
3' FILL MEDIA
Lo
8" STONE
\_4" DIA. UNDERDRAIN PIPE
|
1
TIE IN
_-- ~ --' -'- EX|3�N(� PIPE
- --- ---71^� --- ---
//u - , � __-
-'- -- -- ��
PROP. OUT='711 5
- _-- ' iNV ^ 15 LF OVERFLOW WEIR
`
�mc
� , ~ -� � .-1 �
.,�..~ � _ ` R OW ROW ROW
ROW
/
\
\
`
o
�
)
�
20 10 0 20 40 60
SCALE IN FEET
1^=2O`
- 71
RB
OW- Row___
UNDERDRA]N --
�
WEAL 1
A.
UNDERQR/UN PIPE TURN
(SEE SECTION A-A)
/---
..
SHT. 14 A
OF 14
Lo
SHT. 14 A
OF 14