HomeMy WebLinkAbout1999 - May 6 Paving & Drainage PlanLEGEND
�2
= EXISTING GROUND CONTOUR
...... -
= SWALES
1e
= PROPOSED ELEVATION
CULVERT W\MITERED END SECTIONS
0
= CONTROL STRUCTURE
= WETLAND IMPACTS
71
= PRESERVED WETLANDS
19
= LOT NUMBER
e
W
F-
d
Y
W
LLl
U
Li.!
J
J
0
<..
V
CONC. HEADWALL
TOP = 17.26
v
INV=13:8912.96-.\ t
GRAPHIC SCALE
au r20 �•
( IN FEET )
I inch = 60 ft.
\ (� HULULN AVtNUt - 5IA 2b+Y0. /2 =
)
CL BECKER AVENUE - STA 10+00
I0
0
1
i
O
N
0
0
I
I N
23.30
21.0
21.0
�0
O
Cv
0
BLdJCK G
Me we,
0
MATCH LINE SEE SHEET 9
`--Y 0 l \ S INV = 19.90
0
J
HOLDEN AVENUE
- STA 22+50.72
W
CHARLES AVENUE
- STA 10+00
40LF -
14" x 23" ERCP
1� 7
W/ MITERED END SECTIO
S INV = 19.60
1 7
\/
W
-+
10
20,2 30" STOP SIGN R1-1
N INV =
19.70
24" WHITE STOP
BAR
e
04
0
11+00
/ 124
0
13+00 14+00
-
+0
20.2
22.00 i
19.6
\
I
B L � l.� K
22.70 /
I
I
I
I
20.8
20.8 10
E SY STREET - STA 37+11.78 = 23.10 13
C ES -AYE\ E STA 17+55.31
N / \o /
23.35 20.5 i
_- (A
15+00 16+00 17+00
22.70 14
30 STOP SIGN R1-1
24" WHITE STOP BAR 40LF - 14" x 23" ERCP
H 2O.4 W/ MITERED END SECTIONS
S INV = 20.40
N INV = 20.50
I
M2
j I 1165CONSERVATION EASEMENT
I
12) I i M2
o,l
I I
1165' CONSERVATION EASEMENT
I I
I I
I I
I I
I I
I+ I
! I
5 I I 4 3 (23 0
0
\ ► 15 I
10 i I I 5OLF - 14" x 23" ERCP
I
22.00 W/ MITERED END SECTIONS --
i I I
19.6 +o W INV = 19.60 I
18.7 I L-- - - - ------21.5--- o \
21.0
1$.0-------------- 19.7
U
N I -
16.0 o 1
o \ I`. I 18.7 I j
Oml
6.0 0
I 24 a
19.1 1 I I
20 19.2 \ , - 18.7 I l
40LF '4"X23" ERCP _ -- -� 91 o
I I
W\MITERED END SECTIONS o - - - - - - - I - o I = i
E. INV =19.10 I I
1
W. INV =19.20 v
NO IMPACTS TO WETLAND 3
SERVATION EASEMENT
17
21.40 I � 20 DRAINAGE ESMT. I0 I
" ► 23 `� I i N
l \
0 1 I �
�+
o ! 1 1 m
+ I
- I �.1 \ o
� I
� � , ► I 2 2 I I I--_____o
8 \\
0
� ' I
2 LA K E 3
\
242,761 SF I
kw- I 0 I
Yt \\1 5.57 Ac
�
J \I in, N 25' UPLAND BUFFER
WETLAND
0 0 \ I ( I CREATION 20.1 AREA st
�. r r 21
18.7
2
0 1 I 0
\ 10
)LF 36" RCP �' �c OLF - 14" x 23" ERCP I I Z
/ MITERED END SECTIONS
NV 19.30
W IINV = 19.20 �\I i
1165' CONSERVATION EASEMENT
CONTROL STRUCTURE #3 / 19'2 2 O
r TOP = 20.00 / \ 2 .60 I l2
60' TYPCIAL 1 WEIR = 18.00 / 0 19.3 lo
",\o INV = 14.95 / Q I I \
✓� o
234 00 / \ t \ Q" �' 80' IGHT OF WAY- \ 1
00
--
MATCH LINE SEE SHEET 11
0
LJ
F-
F-
z
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LEGENDV� „- — �,,,
J-v
E'
= EXISTING GROUND CONTOUR
o
9
9
22 r_
= SWALES MATCH LINE SEE SHEET 10
2-0
0
op
N
N
Co
'� = PROPOSED ELEVATION
O
w
W
l,b
CULVERT W MITERED END SECTIONS , �� i0-1
'2�0-2
W
Pm
0:o
� T 1 s .�t � I \
�
0 - CONTROL STRUCTURE
- COTR
I I
��
��
a
- ----- 21.57 x 19.9
N,
u')
m
= WETLAND IMPACTS '
'
1 / �
.tee 21
= PRESERVED WETLANDS o �— — — — — — — — — — 1a.9 / 0 2.08
rn
WETLAND
jr��5
------- ��
19 = LOT NUMBER a� — - — — — -�
r
w
� / WL 4
�I
60
GRAPHIC SCALE
30 60 120
( IN FEET )
I inch = 60 ft.
240
F'VN IIVt VKAINAUt tAJI
YARD SWALE TO
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a-
ITCH TO REMAIN
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SHEET
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