20140771 Ver 1_Site Plan_20140723

i
•I
I
O
i
: • •
0
•
•
•
.-/ A
Bradf 4
o /!
rd Dr NO
z 10 S
Al
1,
,t
/
s ®sue O ®M!
�.... , , std �` ,. , � ; •at���.
�. �4a`� �1111I1aI1 RIB r
401
i ��• i
Y �
Reeves
3
\ \ \
o rf u30) \•4--
\
\\W
It td 40�
J• I %
4 acn
k 5
now
`��V
\ l
.
.��.v —_..
1
rR✓ P
J• I %
°pf►`g a�aOpAg
4 acn
k 5
now
.
►_
.��.v —_..
1
rR✓ P
0
t8
0
8
D
��•yeI
1•r
00
Ov
�
�
�
\ a
15A
:
•
Olt
pPoyp
pr
®
F4.
:
o
s
®
;
s
e
°e
a
•
:
:
;
li�q
�
�
Pore
NAID 1983
i
°pf►`g a�aOpAg
3f
4 acn
k 5
now
.
►_
.��.v —_..
1
rR✓ P
0
t8
0
8
D
��•yeI
1•r
00
Ov
�
�
�
d
e
15A
:
•
Olt
pPoyp
pr
®
F4.
:
o
s
®
;
s
e
°e
a
•
:
:
;
i
°
•e
e
e
•
:
;
H
e
;
3f
4 acn
k 5
now
.
►_
.��.v —_..
1
rR✓ P
0
t8
•
s
s
3f
4 acn
k 5
.
►_
.��.v —_..
1
rR✓ P
0
t8
•
s
3f
4 acn
k 5
.��.v —_..
1
rR✓ P
t8
s
3f
.��.v —_..
1
rR✓ P
41,
,ss, ®0, ?D
",o
Jim

O
M.
+
a
0
+
O
O
SHEET
702.34
(0 t0
O O � r v
O CA
O C." O CA p
l t r° 1,11; tf
11
#"
I
I
I
F s/ '
f :, f
� f
I
1
I
f ?" —.1111 ] 7'
# 1 ( € Ss J
€ t f° ## f ff i t
e }
/�_v
1. I v' I i t ? e, ` . .
I
I
I I
`f f# - / fj
t f e i f t
C
f
f 3` 1, `
1
f '
.£ # s` j ,
, ?O
. , F
, t r� /,;','!',,'
st z # / i' r
'�
PM STA 11 +90.71, PVC ELEV.
702.93
��i�,{� @j+O
# to t , f
s i t° ;
p��
00 W
I
`
Frt,,
I
I
I
I
'a
�
Z
0
I my
vv
o
Za
Z m
M
CO
zZ
I my
I
I
I
I
I
I
I
I
T,
I
0 Z
M
Z
M
x
IZ
0
I
I
I
I
I
I
I
I
I
I
I 1
72P
I
1
I
z
:<7­1
r
0 v�
O
Cn C�0
N m
mm
rnmZm
= O :< x
D O N
cvW(f)
vv (n (n
MATCH
I N E STA 16+50 ( H EET 16
(00 to o
o
r - v
0 w O
01
® Cn O
BLENHEIN STORM WATER
PROJECT
• z I
I BLENHEIN STREAM
PLAN ♦ ', PROFILE
00 TO STA 16+511r'
671 -11 -004 1 " =20' (1':') 1 " =4' (V)
JOB NO. SCALE
01 _BLNHN- PP16.dwg
CAD FILE PATH
�
APPROVED BY
r -G
HEC1- BY
02
,2013
,ATE
►
•
•
•
•
cl)
?.+,o1 �
U3 o
° ,0 : o
m"
Va
nm
���o y�
�� }�� �N
¢N� , __ __.__ F
y� a �W ST
.q 77
1 a / r , 00
,-n _" I a �...,r
m
v. _ '.1.1,1.1...
w - 11 -"--' .
1 "
'., 11 _ .1111__ , 1
I 11 r It e
f
xt=m r'n { t
r a f Afill
iI ;f / t ; wt
<'z+ h l
00�3:� i p Y Ci
O4 'c;', t 2 ?., , \€
Sb
�I , , / .
N
o' a' ' i If r ,ri r
F' /, /'? .0 -� ? St s # d k f I
i pP>i ;t ,yx 1 M"
a f
_,_
r ® #
w
r'. I
`�
#f 2,f €,! rIt - f7i r E ✓
_„ F
T ^ 3(h £ t
- \ S £� f / ii, f F F # VV F.
—_ ` � � , cx f, 65
' � s All ,111", 11
{ ? / 1K }Y. ICY 3�, f, % "`` .� f e € f E: I 1! Q N O T F i

*4 �4
64
to 0 CA 0 CA
MATC11LINE STA 22+00 SHEET 16) MATCHLINE STA 22+00 (SHEET 16)
0 715.99 n
0
Tj
z
, I �!'
z
Oro 11 t'>
a)
ai
in U) W
Ad&
C m i
0 Z,*VLS
®R.
0
r- 0 -n
0 rn
rn
ZL
f
2 8:1
rxn >
OL
env zo rw--
ca :'k'
N)
M ;V
cn rri
In
80 A
rn rno 0
0 rr!
A G) K
r
x rn cb w-
'b 'b
0
p s< 716.15 0 ... . ....... 1002
rT1
z
Cno CA 0
rn -U
Zn rrl 0
0 !1 Zm R) <' CA Coll
rrI
z AT�' 1,
x
rri
rn
&J-)
M
t I
C7 Mos. $a
>
ca F
®� 100 C7I '�j
>1 Cr 0
0;0
rn -0
f U)
�T' is A <
A
0 ;>a
1-0
z
00
.3GS p
m Ln
to . .....
0
rrl
+ r
716.32 0 m
0 ��I'
0 M
rr x
>
1> rn PROP. HEADWALL
> 06
M 4, (SEE SHEETS S5—S6)
0 Cl) C.)
C/)
STA* 23+12.7
M
721
m
41
m PROP. INV. OUT 715.4 . ......
C� x
C) as m
m
?< C: C'
< ?< 71 0
m
—w
?<
<
< 5�g
1 1
C
REMOVE
EXIST. SDMH
II ze
<
C: rri
Z
r TA: 23+25
0 m m
m ----
C 41
K. RIM ELEV. 724.59 z
-j < m fri
PQ cf) x 00 x Cl) K. INV. IN 717.99
W
Y,
V,
> 00
p'ji 00
CO 44 Z-
m
>
EX. INV. OUT 717.99
0
�C'
c
S2
C go C' If) PROP. SDMH
, +
716.93 m O� co L11 C'j 0 K:
"Al,X-
k"%Df)T SM. 840.511
LjL53
L(cr
0 3+55.9
V
9"
cn PROP RIM ELEV. 725.4 9
x
REMOVE
rr- U ........ . ..
0 m EXIST. GRATE INLET
(Al :23 -t
P o c: x STA: 23+73.4
-n
co cj EX. GRATE ELEV. 724.51 N a ` \ M s
0 +
> > 0 1 V 0
,.EX. INV. IN = 719.01
O C
O
C:
EX. INV. OUT 718.81
< -ISIO
C)10
C)
ZAe
j
?< m PROP. 54" HEADWALL
—S6)
f
(SEE SHEETS S5
.............. I k�� —
STA. Z.5+tS/./ kw' 'k
Lcwn %
PROP TOP ELEV. 723.50
-U,
Cr 12,
V PROP. INV. IN 716.5
PVI STA.: 23+98, PVI 1.15 PROP. ROCK SILL
z-
M
�p
718.18 Z ZZ-4 POO
0
C) >
parr, 01
QL "A
PVI
STA.: 24+08. PVI ELEV. 718.75 PROP. ROCK SILL
+ Fn con
<
+
%
PVI STA 24+18, ELEV. 719.35 PROP. ROCK SILL OD �4
Cr
C." rn m
PVI A.: 24+28, PVI ELEV. 719.95 1 PROP. ROCK SILL x 0
C0
> — CA
-01 rn
Mig
x m
�4
M 0
o 3:
rr,
rn
y.
U) rn
01 >
0 a 0
ca*
0
0) >
"r"4
N�r
tA
X
..... .... .
0
cz, rz
(n Cc Q)
cb
Cn
Cw
K
0
+ IN
0
,4 �4
0 —
Ul CA ril
W 3; C 0 -O:e 0
M -n
omw6j w
fn M
0 0;0 Z
OoFn-
U) -40Z
W 0-mp
C/) m --i Z;Umm
0 -n V w
z ra — m
m w a
Qmm WITIO
2 m rTl ;D C
W m 0 23 rn r-'
0 0 mm--Im fA
rn ;a 0 C/) .
> U) M ZG xgq
W C m
< 7 -\ M xwom Z;g
m ME-nz 0
0 0 Q � CD
z (A
m > w 0 m Z . rn
00 m
Z ;0 OWD
m og
z
rn
CAI
m
m a
MENNEN
671-11-004 1"=20' (H)) 1"=4' (V) . . . . . . . . .
SHEET NO DATE BLENHEIN STORM WATER JOB NO. SC?-LE -S,\A CAR,
L
17 01—BLNHN—PP18,dwg
PROJECT
CAD FILE PATH
STORM
AL
m
10
7n
�N-
0
Z
a
TM
P.13 3CIO72 o I
OF BLENHEIN STREAM YER
HDR Engineering, Inc.
ED BY ?
PREPARED BY CHECIK <A1 0
-q% Services o=:�mz= of the Carolinas
PLAN AND PROFILE
N"
j3\_FN
S. Church Street, Suite 1000 Charlotte, N
,E Phone [phone] Fax [phone]
APPROVED BY DA,71
N.C.S.E.E.1-S. Ur- No. F-0116
STA 22+00 TO STA 25+00 PB 10/2�01 2 28202 to
--I-

SHEET
E
OF
1W,
go
so
C!
on
I
•
.k \
id X 1065
D
➢z
0'i
s�� O
mz v
y
/ x yF�as
=r _ 36" CPP — I
—hf 30 Q i
I «m
<n
O'000 ' I
' JX
N I
G G
; T
o � 3 I m
lb
z;
lb V�O
hS\U
mz
ca �u m
N) p- 7
o°o n
r
Q ®�I
C
C S7
\-7
N Kw
o
a
o \ I
\ vo
0
J �w\
N
O UI
O T C O
0 \ \\
1 \
° in
� � m \
N I
m
�
I
''wo o m N J o
oy�Qyo D D m N
I
fi I is
12 z
oam j z \
`� o 000 / t� I 1 o / `NOD
m Z z
a' � ��Mo ! '
I m/ � m N itQ
N
m Boa roo
ANN
co I I l
c � co � N � � If
m m --
O �..D c
m l 1 O
° C NN it I ` 1
GmD 1N
< �\ c� < _ -u 4 Cy
It X` \
° m \ c d�j Fri < =rte n 5 A1C1N 1 X
N r
it "N. X -
S m
Gj mN �l neo '2m NNW \ \ \ X
/.r "t- 7
rP
It
rn
z
\
0<1
�(�%� � � Z�S \ �- ",�•� -sue r�";�z \ �
\ Z r C)
>
`!L�
` 9jNy�1/r / \gyp 1-4�
BLENHEIN STORM WATER
PROJECT
EROSION CONTROL PLAN
PHASE r
c S
CID
s o \\ \. �O
,s \
O� \\ �\ / I J
i
my m it
PO
c
iv
czer if
It
J N <
—_X�" NJorn�
DSO \ \
p z \ S w
'0 o D
FNS i
671 -11 -004
01— BLNHN —EC04.
CAD FILE PATH
TM I
PREPARED BY
PB
APPROVED BY
1' = 20'
SCALE
RG
CHECKED BY
10/2-012
DATE
lb Ql
t �l'
SS
=arn now
a ° 11 1
imtio
'All C/) C) 1
I `c�D
O
Igo 1( C)�
--! v
1
i
II i O
r- II c
O II l
wi
r
p w M
III i
4
II i If
W LT s
'
G
I
O
m
e F 14363'..2
e
S
Rf M7 t
NyJ �Of
\ cn I LfV (D
�� ID ltlV UT- X14.43
\ 711.8
m I I III
I o
III � I f
Fy W I
r � C
0 ca
cn D
cn
°
-u
C)
z
—
--I
;U
=
O
—�
m
D
D
U)
z
Cn
z
m O
D
m
—I
z
n
O
m
Iv
C
n
D D
z
CA
c
o
0
0i
z
i t
D
0
z
CA
—+
m
m
O
D�U
m
z
r0
>
-10
z
z
-,
�:u
z
n
—1
0
m
n
m
m
D
°
"9 O
D z
D
C)
O z
-u
----I
F-
n
O
O
z
D
<
m
m
C-
D y
m
i k—
�
z
�
U) r
C )
:E
T] O
C
m
z
z
r
z
o Cn
z
°
z
m
D
--d C
O
U)
D
C-)
CD
°
C
-u
� _�
z 0
m
m
O
0
z
z
�
z
°
U7)
m [--I
cn
z
z
C
C
CD
--d
�
0
n
—ni
(n
D
D
z
O
D
Z
O
z
z
m °
r-
=-i
z
m
O
rk
D
FT-1
x
°
�:u
z
C)
cn
0
D
O
D
O
°
K
z
C
—
�7
0
F
0
=
z
0
D
m
=1
m
Z
r--
C
°
0
O
°
D
z
O
0
:�u
(-I
D
C
n
cn
S
C7
F-
°
m
O
<
>
O
°
�7
z
D
—I
D
z
m
{
°
z
=
D
C
---I
U)
n
m
D
cn
—ml
m O
D
z
C)
—1
D
O
�.�
O
m
°
m
C7
O
CC)
I
Cn
r-
O
U)
m
z
z
z
_
D
0
Ill
cn
D
z
z
cn
°
=
O
0
z
D
Cn
°
D
",,o,/►i1 /11�,,,,
, N CARS
e 4
..N>eeee
Ftss /p;.q<y
SEAL
30072 r p
e
i eeeeseee � Q e
"' -' lc/<
4