Conceptual Engineering(EP 688.9)
(686) (687)
INLET OR
CATCH BASIN (TYP)
0-a
684.0 683.5
+ It
FIRE HYDRANT (TYP) 684.0 N
6 4.5 /
50
22 ND. STREET
57778' EXTEND EXIST.
SAN. SEWER
685.0
HC STALLS
R683.5
i - ris
R683.0 'D
683.7
12" STM
FROM ROOF DS (TYP) 684.0
INSPECTION
MANHOLE
1"DOMESTIC -
TO FIRE SUPPRESSION
- ,n - -
N
(b
00
(o -
1 -
O -_
LO
00
(0 00
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- --- - FR M ROOF DS (TYP)
° R681.0
d. LO
CONCRETE DC
o W683.5 PAVEMENT
ao 1683.0010
� ?- 1�_ R682�_
o BITUMINOUS PAVEMENT (TYP)
�
682.5 683.0
- 682.5
PROPOSED ELEVATION (TYP) L
EXISTING ELEVATION (TYP)
Co %R�683.5
v
TRAFFIC SIGNALS TO
BE MODIFIED
(EP 688.0) + (EP 687.5) (EP 687.1)
S0R °
36"CULVERT
EXTEND EXIST.
WATER SERVICE
(685) (680)
685.0
q
0
..
6'W
15' 6 24'
°
b .
iv
CONSTRUCT LEFT TURN LANE
(EP 686.1)
- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
( (675)
EXISTING ELEVATION (TYP) J 1 I 1
I I
uI I I I I
0 I I I
CONCRETE 1 I I I 1
PAVEMENT ( I 1
R684.0� I I I - - - - - - - 1
BITUMINOUS PAVEMENTA(TYP)R683.5 RETE CURBGUTTER, 86.12 TYP) /
PROPOSED EIIEVATION (TYP)
n /
62 °I
s� HANDICAP PARKING (TYP)
Ni
R682.0OD
°
CONCEPTUAL
ENGINEERING
job no.: 504.01
e
Scale. 1.= 40'
- -
63'
Lr)
0
MARSHALL FIELD'S
HOME STORE
OAK BROOK, ILLINOIS
c
Co
Co
00
00
b
approved:
a
N
BARTON_ASC! IMAN A$$pgbTES, tW-
date: 5/15/95
by date
revisions
total sheets
1
INLET OR
00
R682.0
CATCH BASIN
(TYP)
42
-- -
35' LIGHT POLE W/
MIN
`n
2® 400W METAL
683.0
ri
00
_
HALIDE FIXTURES (TYP)
O
r4
a
00
00
N
�
N
N
M
-
00
-
22 ND. STREET
57778' EXTEND EXIST.
SAN. SEWER
685.0
HC STALLS
R683.5
i - ris
R683.0 'D
683.7
12" STM
FROM ROOF DS (TYP) 684.0
INSPECTION
MANHOLE
1"DOMESTIC -
TO FIRE SUPPRESSION
- ,n - -
N
(b
00
(o -
1 -
O -_
LO
00
(0 00
- -
Go
- --- - FR M ROOF DS (TYP)
° R681.0
d. LO
CONCRETE DC
o W683.5 PAVEMENT
ao 1683.0010
� ?- 1�_ R682�_
o BITUMINOUS PAVEMENT (TYP)
�
682.5 683.0
- 682.5
PROPOSED ELEVATION (TYP) L
EXISTING ELEVATION (TYP)
Co %R�683.5
v
TRAFFIC SIGNALS TO
BE MODIFIED
(EP 688.0) + (EP 687.5) (EP 687.1)
S0R °
36"CULVERT
EXTEND EXIST.
WATER SERVICE
(685) (680)
685.0
q
0
..
6'W
15' 6 24'
°
b .
iv
CONSTRUCT LEFT TURN LANE
(EP 686.1)
- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
( (675)
EXISTING ELEVATION (TYP) J 1 I 1
I I
uI I I I I
0 I I I
CONCRETE 1 I I I 1
PAVEMENT ( I 1
R684.0� I I I - - - - - - - 1
BITUMINOUS PAVEMENTA(TYP)R683.5 RETE CURBGUTTER, 86.12 TYP) /
PROPOSED EIIEVATION (TYP)
n /
62 °I
s� HANDICAP PARKING (TYP)
Ni
R682.0OD
°
N00
ING R00 DS
- R682.0
3 Co
`o
24" STM
R683�5 - 683.5 R682.0 12"STM
---- ---- (682)
---- 568.02 ---------
35' LIGHT POLE W/ ~ EXIST. STORM OUTLETS
1® 40OW METAL HALIDE TO BE REMOVED
FIXTURE W/ HOUSE SIDE SHIELDS (TYP)
680
677
I i /
00
I 1 /
n
I I /
I I /
�1 2% :1 4:1 1 //
�I MIN.
00
N /
r
DETENTION BASIN
0
HW=680.0
r, LuI
� o
Q I
�w I
a
oa-
Of
wo
a�
I
I I I
I II
677 I i
680
-- 682----�
n
n
RESTRICTED OUTLET
TO TOLLWAY DITCH
0
f
CONCEPTUAL
ENGINEERING
job no.: 504.01
e
Scale. 1.= 40'
d
-
Lr)
0
MARSHALL FIELD'S
HOME STORE
OAK BROOK, ILLINOIS
c
Co
Co
00
00
b
approved:
a
BARTON_ASC! IMAN A$$pgbTES, tW-
date: 5/15/95
by date
revisions
total sheets
1
INLET OR
820 Cors SirW. Evar-sl0 fi-6s 60201
R682.0
CATCH BASIN
(TYP)
42
-- -
35' LIGHT POLE W/
MIN
`n
2® 400W METAL
683.0
ri
00
_
HALIDE FIXTURES (TYP)
O
N00
ING R00 DS
- R682.0
3 Co
`o
24" STM
R683�5 - 683.5 R682.0 12"STM
---- ---- (682)
---- 568.02 ---------
35' LIGHT POLE W/ ~ EXIST. STORM OUTLETS
1® 40OW METAL HALIDE TO BE REMOVED
FIXTURE W/ HOUSE SIDE SHIELDS (TYP)
680
677
I i /
00
I 1 /
n
I I /
I I /
�1 2% :1 4:1 1 //
�I MIN.
00
N /
r
DETENTION BASIN
0
HW=680.0
r, LuI
� o
Q I
�w I
a
oa-
Of
wo
a�
I
I I I
I II
677 I i
680
-- 682----�
n
n
RESTRICTED OUTLET
TO TOLLWAY DITCH
0
f
CONCEPTUAL
ENGINEERING
job no.: 504.01
e
Scale. 1.= 40'
d
d?sign: NE
MARSHALL FIELD'S
HOME STORE
OAK BROOK, ILLINOIS
c
drawn: JH
b
approved:
a
BARTON_ASC! IMAN A$$pgbTES, tW-
date: 5/15/95
by date
revisions
total sheets
1
sheet no.
1
820 Cors SirW. Evar-sl0 fi-6s 60201