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0603202-Brush College\9
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ETS\0
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KS\D
rain
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0603202_S
HT_E
X_
Drain
age_Road
way_09_Faries-0
3.d
gn
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ult
MO
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6/12/2020
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DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
572
CONTRACT NO. XXXX(XXX)
MACON
COUNTYTOTAL
SHEETS
SHEET
NO.
FED. AID PROJECTILLINOIS
09-00933-01-BR
SECTION
RTE.
F.A.U.
TO STA.STA.SHEETSOFSHEETSCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS 7448
214 215+00 216
217
218
219
307
308
163 164
165+00 166
167
168
WV
GM
EM
R
R
R
R
R
R
R
R
R
EX ROW
1"=20' 219+00.00
SCALE IN FEET
0 20 40
7
MA
TC
H
LIN
E
ST
A 219
+00.0
0 (P
R \
FA
RIES)
MA
TC
H
LIN
E
ST
A 213
+25.0
0 (P
R \
FA
RIES)
213+25.00
EX ROW
EX ROW
MATCH LINE STA 306+50.00 (PR \ JUG)
PR ROW
EX SECTION LINE FARIES PKWY
9 20
EX NS RR TRACK
CO
NN
EC
TO
R
RD
JU
G
HA
ND
LE
-
-
-
242EXISTING DRAINAGE REMOVAL PLAN
FARIES PARKWAY
PR \ FARIES
PR \ JUG
EXISTING MANHOLE
EXISTING CATCH BASIN
EXISTING INLET
EXISTING DRAINAGE AND REMOVAL LEGEND
R
A
ADJ
REC
RF
DRAINAGE STRUCTURE TO BE ADJUSTED
MANHOLE AND INLET BE RECONSTRUCTED
FRAMES AND LIDS TO BE ADJUSTED
MANHOLE, CATCH BASIN AND INLET TO BE REMOVED
DRAINAGE STRUCTURE TO BE FILLED
TO MAINTAIN FLOW
STORM SEWER AND CULVERT REMOVAL
ABANDON AND FILL EXISTING STORM SEWER
(TELEVISE BEFORE FILLING)
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= 6/17/2020
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0603202-Brush College\9
00-C
AD GIS\9
10_C
AD\0
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ETS\0
2_
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KS\D
rain
age\6
0603202_S
HT_E
X_
Drain
age_Road
way_10_Faries-0
4.d
gn
Defa
ult
MO
DE
L:
6/12/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
572
CONTRACT NO. XXXX(XXX)
MACON
COUNTYTOTAL
SHEETS
SHEET
NO.
FED. AID PROJECTILLINOIS
09-00933-01-BR
SECTION
RTE.
F.A.U.
TO STA.STA.SHEETSOFSHEETSCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS 7448
219
220+00
221
222
223
224
408
409
410
+00
169
170+00
171
172
173
174
WV
WV
WV
GM
EM
WM
VP
EM
VP
R
R
R
R
R
R
RF
R
R
R
R
R
EX ROW
1"=20' 224+75.00
SCALE IN FEET
0 20 40
7
MA
TC
H
LIN
E
ST
A 219
+00.0
0 (P
R \
FA
RIES)
219+00.00
PR ROW
FARIES PARKWAY
EX SECTION LINE
PR ROW
EX ROW
MA
TC
H
LIN
E
ST
A 224
+75.0
0 (P
R \
FA
RIES)
EX ROW
EX SECTION LINE
PR TEMP EASEMENT
MATCH LINE STA 407+75.00 (PR \ JAMES)
10 20
N J
AM
ES
ST
RE
ET
PR TEMP EASEMENT
ADM BUILDINGS
WALSTON PROPERTY
-
-
-
243EXISTING DRAINAGE REMOVAL PLAN
FARIES PARKWAY
PR \ FARIES
PR \ JAMES
EXISTING MANHOLE
EXISTING CATCH BASIN
EXISTING INLET
EXISTING DRAINAGE AND REMOVAL LEGEND
R
A
ADJ
REC
RF
DRAINAGE STRUCTURE TO BE ADJUSTED
MANHOLE AND INLET BE RECONSTRUCTED
FRAMES AND LIDS TO BE ADJUSTED
MANHOLE, CATCH BASIN AND INLET TO BE REMOVED
DRAINAGE STRUCTURE TO BE FILLED
TO MAINTAIN FLOW
STORM SEWER AND CULVERT REMOVAL
ABANDON AND FILL EXISTING STORM SEWER
(TELEVISE BEFORE FILLING)
=
PLOT SCALE =
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ocu
ments\6
0603202-Brush College\9
00-C
AD GIS\9
10_C
AD\0
3_S
HE
ETS\0
2_
WH
KS\D
rain
age\6
0603202_S
HT_E
X_
Drain
age_Road
way_11_Faries-0
5.d
gn
Defa
ult
MO
DE
L:
6/12/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
572
CONTRACT NO. XXXX(XXX)
MACON
COUNTYTOTAL
SHEETS
SHEET
NO.
FED. AID PROJECTILLINOIS
09-00933-01-BR
SECTION
RTE.
F.A.U.
TO STA.STA.SHEETSOFSHEETSCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS 7448
225+00 226 227 228 229 230+00
175+00 176 177 178
179
180+00WV
R
R
R
R R
R R R
R
R
R
R
1"=20' 230+50.00
SCALE IN FEET
0 20 40
7
224+75.00
EX ROW
EX ROW
PR ROW
FARIES PARKWAYEX SECTION LINE
EX ROW
MA
TC
H
LIN
E
ST
A 224
+75.0
0 (P
R \
FA
RIES)
MA
TC
H
LIN
E
ST
A 230
+50.0
0 (P
R \
FA
RIES)
PR TEMP EASEMENT
11 20
ADM PROPERTY
-
-
-
244
REMOVE EXISTING HEADWALL
EXISTING DRAINAGE REMOVAL PLAN
FARIES PARKWAY
PR \ FARIES
EXISTING MANHOLE
EXISTING CATCH BASIN
EXISTING INLET
EXISTING DRAINAGE AND REMOVAL LEGEND
R
A
ADJ
REC
RF
DRAINAGE STRUCTURE TO BE ADJUSTED
MANHOLE AND INLET BE RECONSTRUCTED
FRAMES AND LIDS TO BE ADJUSTED
MANHOLE, CATCH BASIN AND INLET TO BE REMOVED
DRAINAGE STRUCTURE TO BE FILLED
TO MAINTAIN FLOW
STORM SEWER AND CULVERT REMOVAL
ABANDON AND FILL EXISTING STORM SEWER
(TELEVISE BEFORE FILLING)
=
PLOT SCALE =
= 6/17/2020
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40.0000 ' / in.
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PLOT DATEFIL
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ocu
ments\6
0603202-Brush College\9
00-C
AD GIS\9
10_C
AD\0
3_S
HE
ETS\0
2_
WH
KS\D
rain
age\6
0603202_S
HT_E
X_
Drain
age_Road
way_12_Faries-0
6.d
gn
Defa
ult
MO
DE
L:
6/12/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
572
CONTRACT NO. XXXX(XXX)
MACON
COUNTYTOTAL
SHEETS
SHEET
NO.
FED. AID PROJECTILLINOIS
09-00933-01-BR
SECTION
RTE.
F.A.U.
TO STA.STA.SHEETSOFSHEETSCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS 7448
231 232 233 234 235+00 236
180+00
181 182 183 184
185+00WV
WV WV
R
R
R
R
RR
R
R
R
R
1"=20'
SCALE IN FEET
0 20 40
7
230+50.00
EX ROW
EX ROW
PR ROW
FARIES PARKWAY
EX SECTION LINE
EX ROW
MA
TC
H
LIN
E
ST
A 230
+50.0
0 (P
R \
FA
RIES)
PR TEMP EASEMENT
STA 235+41.47
PR \ FARIES
END PROJECT LIMIT
12 20
ADM PROPERTY
-
-
-
245EXISTING DRAINAGE REMOVAL PLAN
FARIES PARKWAY
PR \ FARIES
EXISTING MANHOLE
EXISTING CATCH BASIN
EXISTING INLET
EXISTING DRAINAGE AND REMOVAL LEGEND
R
A
ADJ
REC
RF
DRAINAGE STRUCTURE TO BE ADJUSTED
MANHOLE AND INLET BE RECONSTRUCTED
FRAMES AND LIDS TO BE ADJUSTED
MANHOLE, CATCH BASIN AND INLET TO BE REMOVED
DRAINAGE STRUCTURE TO BE FILLED
TO MAINTAIN FLOW
STORM SEWER AND CULVERT REMOVAL
ABANDON AND FILL EXISTING STORM SEWER
(TELEVISE BEFORE FILLING)
=
PLOT SCALE =
= 6/17/2020
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40.0000 ' / in.
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ocu
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0603202-Brush College\9
00-C
AD GIS\9
10_C
AD\0
3_S
HE
ETS\0
2_
WH
KS\D
rain
age\6
0603202_S
HT_E
X_
Drain
age_Road
way_13_Ju
g-0
1.d
gn
Defa
ult
MO
DE
L:
6/12/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
572
CONTRACT NO. XXXX(XXX)
MACON
COUNTYTOTAL
SHEETS
SHEET
NO.
FED. AID PROJECTILLINOIS
09-00933-01-BR
SECTION
RTE.
F.A.U.
TO STA.STA.SHEETSOFSHEETSCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS 7448
302
303
304
305+00
306
600+
00
601
EM
GM
EM
EM
SCALE IN FEET
0 20 40
7
1"=20'
MAT
CH LIN
E ST
A 301+
75.0
0 (P
R \ JU
G)
MAT
CH LIN
E ST
A 306+50.0
0 (P
R \ JU
G)
MAT
CH LI
NE ST
A 60
1+50.0
0 (
PR \
LOGAN)
PR ROW
EX ROW
EX ROW
301+75.00 306+50.0013 20
E L
OG
AN ST
JUG HANDLE CONNECTOR RD
246
-
-
-EXISTING DRAINAGE REMOVAL PLAN
JUG HANDLE CONNECTOR ROAD
PR \ JUG
PR \ LOGAN
EXISTING MANHOLE
EXISTING CATCH BASIN
EXISTING INLET
EXISTING DRAINAGE AND REMOVAL LEGEND
R
A
ADJ
REC
RF
DRAINAGE STRUCTURE TO BE ADJUSTED
MANHOLE AND INLET BE RECONSTRUCTED
FRAMES AND LIDS TO BE ADJUSTED
MANHOLE, CATCH BASIN AND INLET TO BE REMOVED
DRAINAGE STRUCTURE TO BE FILLED
TO MAINTAIN FLOW
STORM SEWER AND CULVERT REMOVAL
ABANDON AND FILL EXISTING STORM SEWER
(TELEVISE BEFORE FILLING)
SCALE IN FEET
0 20 40
7
1"=20'
MA
TC
H
LIN
E
ST
A 601+50.0
0 (P
R \
LO
GA
N)
MA
TC
H
LIN
E
ST
A 607
+50.0
0 (P
R \
LO
GA
N)
601+50.00 607+50.00
EX ROW
PR ROW
EX ROW
14 20
EAST LOGAN STREET
247
-
-
-
EXISTING DRAINAGE REMOVAL PLAN
EAST LOGAN STREET
REMOVE FENCE
=
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= 6/17/2020
gjamesonUSER NAME
40.0000 ' / in.
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ocu
ments\6
0603202-Brush College\9
00-C
AD GIS\9
10_C
AD\0
3_S
HE
ETS\0
2_
WH
KS\D
rain
age\6
0603202_S
HT_E
X_
Drain
age_Road
way_14_Logan-0
1.d
gn
Defa
ult
MO
DE
L:
6/12/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
572
CONTRACT NO. XXXX(XXX)
MACON
COUNTYTOTAL
SHEETS
SHEET
NO.
FED. AID PROJECTILLINOIS
09-00933-01-BR
SECTION
RTE.
F.A.U.
TO STA.STA.SHEETSOFSHEETSCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS 7448
602 603 604 605+00 606 607
GM
EXISTING MANHOLE
EXISTING CATCH BASIN
EXISTING INLET
EXISTING DRAINAGE AND REMOVAL LEGEND
R
A
ADJ
REC
RF
DRAINAGE STRUCTURE TO BE ADJUSTED
MANHOLE AND INLET BE RECONSTRUCTED
FRAMES AND LIDS TO BE ADJUSTED
MANHOLE, CATCH BASIN AND INLET TO BE REMOVED
DRAINAGE STRUCTURE TO BE FILLED
TO MAINTAIN FLOW
STORM SEWER AND CULVERT REMOVAL
ABANDON AND FILL EXISTING STORM SEWER
(TELEVISE BEFORE FILLING)
PR \ LOGAN
SCALE IN FEET
0 20 40
7
1"=20'
MATCH LINE STA 607+50.00 (PR \ LOGAN)
MA
TC
H
LIN
E
ST
A 407
+75.0
0 (P
R \ J
AM
ES)
407+75.00
PR ROW
PR ROW
EX ROW
EX ROW
EX ROW
EX ROW
607+50.00
STA 404+28.00
PR \ JAMES
BEGIN PROJECT LIMIT
STA 609+91.64
PR \ LOGAN
END PROJECT LIMIT
PR ROW
15 20
EA
ST
LO
GA
N
ST
RE
ET
NORTH JAMES STREET
248
-
-
-EXISTING DRAINAGE REMOVAL PLAN
NORTH JAMES STREET
=
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= 6/17/2020
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NA\D
ocu
ments\6
0603202-Brush College\9
00-C
AD GIS\9
10_C
AD\0
3_S
HE
ETS\0
2_
WH
KS\D
rain
age\6
0603202_S
HT_E
X_
Drain
age_Road
way_15_Ja
mes-0
1.d
gn
Defa
ult
MO
DE
L:
6/12/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
572
CONTRACT NO. XXXX(XXX)
MACON
COUNTYTOTAL
SHEETS
SHEET
NO.
FED. AID PROJECTILLINOIS
09-00933-01-BR
SECTION
RTE.
F.A.U.
TO STA.STA.SHEETSOFSHEETSCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS 7448
403
404 405+00 406 407
608
609
GV
EXISTING MANHOLE
EXISTING CATCH BASIN
EXISTING INLET
EXISTING DRAINAGE AND REMOVAL LEGEND
R
A
ADJ
REC
RF
DRAINAGE STRUCTURE TO BE ADJUSTED
MANHOLE AND INLET BE RECONSTRUCTED
FRAMES AND LIDS TO BE ADJUSTED
MANHOLE, CATCH BASIN AND INLET TO BE REMOVED
DRAINAGE STRUCTURE TO BE FILLED
TO MAINTAIN FLOW
STORM SEWER AND CULVERT REMOVAL
ABANDON AND FILL EXISTING STORM SEWER
(TELEVISE BEFORE FILLING)
PR \ LOGAN
PR \ JAMES
SCALE IN FEET
0 20 40
7
1"=20'
MA
TC
H
LIN
E
ST
A 804
+50.0
0 (P
R \
E
HA
RRIS
ON)
800+00.00 804+50.00
EX ROW
PR ROW
PR ROW
EX ROW
STA 800+00.00
PR \ E HARRISON
BEGIN PROJECT LIMIT
16 20
5'
ST
RIP
FO
R
MU
NICIP
AL I
MP
RO
VE
ME
NT
S
E
HA
RRIS
ON
AV
EN
UE
E HARRISON AVENUE (WEST LEG)
249
-
-
- EXISTING DRAINAGE REMOVAL PLAN
E HARRISON AVENUE (WEST LEG)
PROTECT EXISTING PIPE
=
PLOT SCALE =
= 6/17/2020
gjamesonUSER NAME
40.0000 ' / in.
=
PLOT DATEFIL
E N
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pw:\\a
eco
m-n
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S16_
NA\D
ocu
ments\6
0603202-Brush College\9
00-C
AD GIS\9
10_C
AD\0
3_S
HE
ETS\0
2_
WH
KS\D
rain
age\6
0603202_S
HT_E
X_
Drain
age_Road
way_16_
W Harris
on-0
1.d
gn
Defa
ult
MO
DE
L:
6/12/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
572
CONTRACT NO. XXXX(XXX)
MACON
COUNTYTOTAL
SHEETS
SHEET
NO.
FED. AID PROJECTILLINOIS
09-00933-01-BR
SECTION
RTE.
F.A.U.
TO STA.STA.SHEETSOFSHEETSCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS 7448
800+00 801 802 803 804
EM
GM
GM
EM
EXISTING MANHOLE
EXISTING CATCH BASIN
EXISTING INLET
EXISTING DRAINAGE AND REMOVAL LEGEND
R
A
ADJ
REC
RF
DRAINAGE STRUCTURE TO BE ADJUSTED
MANHOLE AND INLET BE RECONSTRUCTED
FRAMES AND LIDS TO BE ADJUSTED
MANHOLE, CATCH BASIN AND INLET TO BE REMOVED
DRAINAGE STRUCTURE TO BE FILLED
TO MAINTAIN FLOW
STORM SEWER AND CULVERT REMOVAL
ABANDON AND FILL EXISTING STORM SEWER
(TELEVISE BEFORE FILLING)
PR \ E HARRISON (WEST)
SCALE IN FEET
0 20 40
7
1"=20'
MATCH LINE STA 804+50.00 (PR \ E HARRISON)
MA
TC
H
LIN
E
ST
A 808
+00.0
0 (P
R \
E
HA
RRIS
ON)
804+50.00 808+00.00
PR ROW
PR ROW
17 20
E HARRISON AVENUE (WEST LEG)
250
-
-
- EXISTING DRAINAGE REMOVAL PLAN
E HARRISON AVENUE (WEST LEG)
=
PLOT SCALE =
=6/17/2020
gjamesonUSER NAME
40.0005 ' / in.
=
PLOT DATEFIL
E N
AM
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pw:\\a
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m-n
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_D
S16_
NA\D
ocu
ments\6
0603202-Brush College\9
00-C
AD GIS\9
10_C
AD\0
3_S
HE
ETS\0
2_
WH
KS\D
rain
age\6
0603202_S
HT_E
X_
Drain
age_Road
way_17_
W Harris
on-0
2.d
gn
Defa
ult
MO
DE
L:
6/12/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
572
CONTRACT NO. XXXX(XXX)
MACON
COUNTYTOTAL
SHEETS
SHEET
NO.
FED. AID PROJECTILLINOIS
09-00933-01-BR
SECTION
RTE.
F.A.U.
TO STA.STA.SHEETSOFSHEETSCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS 7448
805+
00
806
807
808
EXISTING MANHOLE
EXISTING CATCH BASIN
EXISTING INLET
EXISTING DRAINAGE AND REMOVAL LEGEND
R
A
ADJ
REC
RF
DRAINAGE STRUCTURE TO BE ADJUSTED
MANHOLE AND INLET BE RECONSTRUCTED
FRAMES AND LIDS TO BE ADJUSTED
MANHOLE, CATCH BASIN AND INLET TO BE REMOVED
DRAINAGE STRUCTURE TO BE FILLED
TO MAINTAIN FLOW
STORM SEWER AND CULVERT REMOVAL
ABANDON AND FILL EXISTING STORM SEWER
(TELEVISE BEFORE FILLING)
PR \ E HARRISON (WEST)
=
PLOT SCALE =
= 6/17/2020
gjamesonUSER NAME
40.0000 ' / in.
=
PLOT DATEFIL
E N
AM
E:
pw:\\a
eco
m-n
a-p
w.b
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om:A
EC
OM
_D
S16_
NA\D
ocu
ments\6
0603202-Brush College\9
00-C
AD GIS\9
10_C
AD\0
3_S
HE
ETS\0
2_
WH
KS\D
rain
age\6
0603202_S
HT_E
X_
Drain
age_Road
way_18_E Harris
on-0
1.d
gn
Defa
ult
MO
DE
L:
6/12/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
572
CONTRACT NO. XXXX(XXX)
MACON
COUNTYTOTAL
SHEETS
SHEET
NO.
FED. AID PROJECTILLINOIS
09-00933-01-BR
SECTION
RTE.
F.A.U.
TO STA.STA.SHEETSOFSHEETSCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS 7448
701 702 703 704 705+00 1001 1002 1003 1004
WV
WV
WV
WV
A
R
SCALE IN FEET
0 20 40
7
1"=20'
MA
TC
H
LIN
E
ST
A 701+00.0
0 (P
R \
E
HA
RRIS
ON)
701+00.00
EX ROW
EX ROW
PR TEMP EASEMENT
EX EASEMENT
2018
SE
E
SH
EE
T 68
PEPSI PROPERTY
E HARRISON AVE (EAST LEG)
MA
TC
H
LIN
E
ST
A 705
+00.0
0 (P
R \
E
HA
RRIS
ON)
705+00.00
251
-
-
-EXISTING DRAINAGE REMOVAL PLAN
E HARRISON AVENUE (EAST LEG)
PR \ E HARRISON (EAST)
EXISTING MANHOLE
EXISTING CATCH BASIN
EXISTING INLET
EXISTING DRAINAGE AND REMOVAL LEGEND
R
A
ADJ
REC
RF
DRAINAGE STRUCTURE TO BE ADJUSTED
MANHOLE AND INLET BE RECONSTRUCTED
FRAMES AND LIDS TO BE ADJUSTED
MANHOLE, CATCH BASIN AND INLET TO BE REMOVED
DRAINAGE STRUCTURE TO BE FILLED
TO MAINTAIN FLOW
STORM SEWER AND CULVERT REMOVAL
ABANDON AND FILL EXISTING STORM SEWER
(TELEVISE BEFORE FILLING)
=
PLOT SCALE =
= 6/17/2020
gjamesonUSER NAME
40.0000 ' / in.
=
PLOT DATEFIL
E N
AM
E:
pw:\\a
eco
m-n
a-p
w.b
entley.c
om:A
EC
OM
_D
S16_
NA\D
ocu
ments\6
0603202-Brush College\9
00-C
AD GIS\9
10_C
AD\0
3_S
HE
ETS\0
2_
WH
KS\D
rain
age\6
0603202_S
HT_E
X_
Drain
age_Road
way_19_E Harris
on-0
2.d
gn
Defa
ult
MO
DE
L:
6/12/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
572
CONTRACT NO. XXXX(XXX)
MACON
COUNTYTOTAL
SHEETS
SHEET
NO.
FED. AID PROJECTILLINOIS
09-00933-01-BR
SECTION
RTE.
F.A.U.
TO STA.STA.SHEETSOFSHEETSCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS 7448
904
705+00 706 707 708 709 710+00 1005+00 1006 1007 1008
WV
R
R
SCALE IN FEET
0 20 40
7
1"=20'
MA
TC
H
LIN
E
ST
A 705
+00.0
0 (P
R \
E
HA
RRIS
ON)
705+00.00
EX ROW
EX ROW
EX EASEMENT
2019
SE
E
SH
EE
T 68
E HARRISON AVE (EAST LEG)
710+00.00
252
-
-
-EXISTING DRAINAGE REMOVAL PLAN
E HARRISON AVENUE (EAST LEG)
PR \ E HARRISON (EAST)
EXISTING MANHOLE
EXISTING CATCH BASIN
EXISTING INLET
EXISTING DRAINAGE AND REMOVAL LEGEND
R
A
ADJ
REC
RF
DRAINAGE STRUCTURE TO BE ADJUSTED
MANHOLE AND INLET BE RECONSTRUCTED
FRAMES AND LIDS TO BE ADJUSTED
MANHOLE, CATCH BASIN AND INLET TO BE REMOVED
DRAINAGE STRUCTURE TO BE FILLED
TO MAINTAIN FLOW
STORM SEWER AND CULVERT REMOVAL
ABANDON AND FILL EXISTING STORM SEWER
(TELEVISE BEFORE FILLING)
SCALE IN FEET
0 20 40
7
CEMETERY ACCESS ROAD
1"=20' 900+00.00 904+52.12
EX EASEMENT
PR ROW
PR ROW
2020
STA 900+00.00
PR \ CEMETERY ACCESS
BEGIN PROJECT LIMIT
STA 904+52.12
PR \ CEMETERY ACCESS
END PROJECT LIMIT
E
HA
RRIS
ON
AV
EN
UE
253
-
-
-EXISTING DRAINAGE REMOVAL PLAN
CEMETERY ACCESS ROAD
39.79' LT
STA 902+84.70
END PIPE REMOVAL
=
PLOT SCALE =
= 6/17/2020
gjamesonUSER NAME
40.0000 ' / in.
=
PLOT DATEFIL
E N
AM
E:
pw:\\a
eco
m-n
a-p
w.b
entley.c
om:A
EC
OM
_D
S16_
NA\D
ocu
ments\6
0603202-Brush College\9
00-C
AD GIS\9
10_C
AD\0
3_S
HE
ETS\0
2_
WH
KS\D
rain
age\6
0603202_S
HT_E
X_
Drain
age_Road
way_20_Ce
metery-0
1.d
gn
Defa
ult
MO
DE
L:
6/12/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
572
CONTRACT NO. XXXX(XXX)
MACON
COUNTYTOTAL
SHEETS
SHEET
NO.
FED. AID PROJECTILLINOIS
09-00933-01-BR
SECTION
RTE.
F.A.U.
TO STA.STA.SHEETSOFSHEETSCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS 7448
900+00 901 902 903 904
706
707
708
1005
+00
1006
1007
1008
GM
R
EXISTING MANHOLE
EXISTING CATCH BASIN
EXISTING INLET
EXISTING DRAINAGE AND REMOVAL LEGEND
R
A
ADJ
REC
RF
DRAINAGE STRUCTURE TO BE ADJUSTED
MANHOLE AND INLET BE RECONSTRUCTED
FRAMES AND LIDS TO BE ADJUSTED
MANHOLE, CATCH BASIN AND INLET TO BE REMOVED
DRAINAGE STRUCTURE TO BE FILLED
TO MAINTAIN FLOW
STORM SEWER AND CULVERT REMOVAL
ABANDON AND FILL EXISTING STORM SEWER
(TELEVISE BEFORE FILLING)
PR \ CEMETERY ACCESS
=
PLOT SCALE =
= 6/17/2020
gjamesonUSER NAME
40.0000 ' / in.
=
PLOT DATEFIL
E N
AM
E:
pw:\\a
eco
m-n
a-p
w.b
entley.c
om:A
EC
OM
_D
S16_
NA\D
ocu
ments\6
0603202-Brush College\9
00-C
AD GIS\9
10_C
AD\0
3_S
HE
ETS\0
2_
WH
KS\D
rain
age\6
0603202_S
HT_
Drain
age_Road
way_01_Brush-0
1.d
gn
Defa
ult
MO
DE
L:
6/12/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
572
CONTRACT NO. XXXX(XXX)
MACON
COUNTYTOTAL
SHEETS
SHEET
NO.
FED. AID PROJECTILLINOIS
09-00933-01-BR
SECTION
RTE.
F.A.U.
TO STA.STA.SHEETSOFSHEETSCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS 7448
SCALE IN FEET
0 20 40
7
1"=20'
MA
TC
H
LIN
E
ST
A 52
+00.0
0 (P
R \
BR
US
H)
52+00.00
BRUSH COLLEGE RD
EX ROW
PR ROW
EX SECTION LINE
EX \ BRUSH
STA 46+59.44
PR \ BRUSH
BEGIN PROJECT LIMIT
1 20
EX IC RR TRACK
EX ROW
PR RETAINING WALL
PR RETAINING WALL
254
-
-
-PROPOSED DRAINAGE PLAN
BRUSH COLLEGE ROAD
2036 2037 2038 2039 2040+00 2041 47 48
49
50+00
51
52
EM
47 48
49
50+00
51
52
N-1
01
O
N-1
01
N-1
00
N-1
02
AN-1
02
N-1
03
SS-101-101o
SS-1
00-1
01
SS-102A-101
SS-1
02-1
02
A
SS-1
03-1
02
A
SS-105A-102APR \ BRUSH
PROPOSED DRAINAGE LEGEND
EXISTING MANHOLE
EXISTING CATCH BASIN
EXISTING INLET
PROPOSED DRAINAGE STRUCTURE TYPE 4
PROPOSED MANHOLE
PROPOSED CATCH BASIN
PROPOSED INLET
PROPOSED STORM SEWER
TEMP. SOIL RETENTION SYSTEM
=
PLOT SCALE =
= 6/17/2020
gjamesonUSER NAME
40.0000 ' / in.
=
PLOT DATEFIL
E N
AM
E:
pw:\\a
eco
m-n
a-p
w.b
entley.c
om:A
EC
OM
_D
S16_
NA\D
ocu
ments\6
0603202-Brush College\9
00-C
AD GIS\9
10_C
AD\0
3_S
HE
ETS\0
2_
WH
KS\D
rain
age\6
0603202_S
HT_
Drain
age_Road
way_02_Brush-0
2.d
gn
Defa
ult
MO
DE
L:
6/12/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
572
CONTRACT NO. XXXX(XXX)
MACON
COUNTYTOTAL
SHEETS
SHEET
NO.
FED. AID PROJECTILLINOIS
09-00933-01-BR
SECTION
RTE.
F.A.U.
TO STA.STA.SHEETSOFSHEETSCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS 7448
2042 2043 2044 2045+00
2046
2047
300+
00
301
52 53 54 55+00 56 57
500+
00
501
WV
WW
V
EM
GM
WV
EM
WV
WV
WV
EM
WV
300+
00
301
52 53 54 55+00 56 57
N-1
05
AN-1
04
N-1
05
N-W
2164
N-1
04
A
SS-1
04-1
05
A
SS-1
05-1
05
A
SS-W
2164-105A
SS-1
04a-1
04
N-1
06
N-1
07
N-3
00
N-1
08
N-1
10
N-1
09
SS-1
06-3
08
SS-1
07-1
06
SS-1
08-3
00
SS-1
10-3
00
SS-1
09-1
08
SS-111-110
SCALE IN FEET
0 20 40
7
1"=20'
MA
TC
H
LIN
E
ST
A 52
+00.0
0 (P
R \
BR
US
H)
57+75.00
BRUSH COLLEGE RD
EX ROW
PR ROW
EX \ BRUSH
MA
TC
H
LIN
E
ST
A 57
+75.0
0 (P
R \
BR
US
H)
MATCH LI
NE STA
301+
75.0
0 (P
R \
JUG)
EX ROW
EX ROWEX ROW
EX ROW
JU
GH
AN
DL
E
CO
NN
EC
TO
R
52+00.00
PR RETAINING WALL
EX SECTION LINE
2 20
PR RETAINING WALL
EX IC RR TRACK
OLIV
E
ST
SUBSTATION
AMEREN ELECTRIC
BUILDING
255
-
-
-PROPOSED DRAINAGE PLAN
BRUSH COLLEGE ROAD
PR \ BRUSH
PR \ JUG
PR \ CUL
PROPOSED DRAINAGE LEGEND
EXISTING MANHOLE
EXISTING CATCH BASIN
EXISTING INLET
PROPOSED DRAINAGE STRUCTURE TYPE 4
PROPOSED MANHOLE
PROPOSED CATCH BASIN
PROPOSED INLET
PROPOSED STORM SEWER
TEMP. SOIL RETENTION SYSTEM
=
PLOT SCALE =
= 6/17/2020
gjamesonUSER NAME
40.0000 ' / in.
=
PLOT DATEFIL
E N
AM
E:
pw:\\a
eco
m-n
a-p
w.b
entley.c
om:A
EC
OM
_D
S16_
NA\D
ocu
ments\6
0603202-Brush College\9
00-C
AD GIS\9
10_C
AD\0
3_S
HE
ETS\0
2_
WH
KS\D
rain
age\6
0603202_S
HT_
Drain
age_Road
way_03_Brush-0
3.d
gn
Defa
ult
MO
DE
L:
6/12/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
572
CONTRACT NO. XXXX(XXX)
MACON
COUNTYTOTAL
SHEETS
SHEET
NO.
FED. AID PROJECTILLINOIS
09-00933-01-BR
SECTION
RTE.
F.A.U.
TO STA.STA.SHEETSOFSHEETSCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS 7448
209
210
+00
211
212
2048 2049 2050+00 2051
159
160
+00
161
58
59
60+00
61 62
GM
WV
WV
WV
WV
WV
VP
EM
VP
58
59
60+00
61 62
209
210
+00
211
212
N-2
11
N-2
03
N-2
02
A
N-2
02
B
N-1
11
N-1
12
N-1
13
SS-2
11-2
12
SS-2
03-2
04
SS-2
02
A-2
03
SS-2
02-2
02
A
SS-202B-202A
SS-112-111
SS-1
13-1
12
SCALE IN FEET
0 20 40
7
1"=20' 62+50.00
EX ROW
PR ROW
EX \ BRUSH
MA
TC
H
LIN
E
ST
A 57
+75.0
0 (P
R \
BR
US
H)
57+75.00
MA
TC
H
LIN
E
ST
A 62
+50.0
0 (P
R \
BR
US
H)
EX ROW
EX ROW
EX ROW
EX ROW
EX ROW
FA
RIES
PA
RK
WA
Y
PR STRUCTURE
EX SECTION LINE
PR RETAINING WALL
3 20
EX IC RR TRACK
TRACK
EX NS RR
ADM PROPERTY
256
-
-
-PROPOSED DRAINAGE PLAN
BRUSH COLLEGE ROAD
PR \ BRUSH
FARIES
PR \
PROPOSED DRAINAGE LEGEND
EXISTING MANHOLE
EXISTING CATCH BASIN
EXISTING INLET
PROPOSED DRAINAGE STRUCTURE TYPE 4
PROPOSED MANHOLE
PROPOSED CATCH BASIN
PROPOSED INLET
PROPOSED STORM SEWER
TEMP. SOIL RETENTION SYSTEM
=
PLOT SCALE =
= 6/17/2020
gjamesonUSER NAME
40.0000 ' / in.
=
PLOT DATEFIL
E N
AM
E:
pw:\\a
eco
m-n
a-p
w.b
entley.c
om:A
EC
OM
_D
S16_
NA\D
ocu
ments\6
0603202-Brush College\9
00-C
AD GIS\9
10_C
AD\0
3_S
HE
ETS\0
2_
WH
KS\D
rain
age\6
0603202_S
HT_
Drain
age_Road
way_04_Brush-0
4.d
gn
Defa
ult
MO
DE
L:
6/12/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
572
CONTRACT NO. XXXX(XXX)
MACON
COUNTYTOTAL
SHEETS
SHEET
NO.
FED. AID PROJECTILLINOIS
09-00933-01-BR
SECTION
RTE.
F.A.U.
TO STA.STA.SHEETSOFSHEETSCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS 7448
500
+00
501 502 2052 2053 2054
2055+00
2056
2057
63 64 65+00
66
67
68
WV
EM
EM
WV
EM
WV
63 64 65+00
66
67
68
N-1
75
SS-175-174
N-1
64
N-1
62
AN-1
62
N-1
63
N-1
66
A
N-1
65
AN-1
65
N-1
66
SS-164-160A
SS-162A-164
SS-1
62-1
62
A
SS-1
63-1
62
A
SS-166A-162A
SS-165A-166A
SS-1
65-1
65
A
SS-1
66-1
65
A
PROPOSED DRAINAGE LEGEND
EXISTING MANHOLE
EXISTING CATCH BASIN
EXISTING INLET
PROPOSED DRAINAGE STRUCTURE TYPE 4
PROPOSED MANHOLE
PROPOSED CATCH BASIN
PROPOSED INLET
PROPOSED STORM SEWER
TEMP. SOIL RETENTION SYSTEM
SCALE IN FEET
0 20 40
7
1"=20' 68+00.00
PR ROW
EX \ BRUSH
62+50.00
MA
TC
H
LIN
E
ST
A 62
+50.0
0 (P
R \
BR
US
H)
EX ROW
EX SECTION LINE
MA
TC
H
LIN
E
ST
A 68
+00.0
0 (P
R \
BR
US
H)
BRUSH COLLEGE RD
EX ROW
EX ROW
PR RETAINING WALL
EX EASEMENT
EX EASEMENT
EX EASEMENT
PR TEMP EASEMENT
PR TEMP EASEMENT
PR TEMP EASEMENT
EX EASEMENT
PR PERM EASEMENTPR RETAINING WALL
PR ROW
4 20
EX IC RR TRACK
CEMETERY
BUILDING
PEPSI
ADM PROPERTY
257
-
-
-PROPOSED DRAINAGE PLAN
BRUSH COLLEGE ROAD
3'-
7"
10'
DETAIL "A"
2'-0"
PROPOSED DITCH
2:1 2:1
PR \ BRUSH
PR \ CEMETERY ACCESS
PR IC RR TRACK
PROPOSED DITCH (SEE DETAIL "A")
=
PLOT SCALE =
= 6/17/2020
gjamesonUSER NAME
40.0000 ' / in.
=
PLOT DATEFIL
E N
AM
E:
pw:\\a
eco
m-n
a-p
w.b
entley.c
om:A
EC
OM
_D
S16_
NA\D
ocu
ments\6
0603202-Brush College\9
00-C
AD GIS\9
10_C
AD\0
3_S
HE
ETS\0
2_
WH
KS\D
rain
age\6
0603202_S
HT_
Drain
age_Road
way_05_Brush-0
5.d
gn
Defa
ult
MO
DE
L:
6/12/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
572
CONTRACT NO. XXXX(XXX)
MACON
COUNTYTOTAL
SHEETS
SHEET
NO.
FED. AID PROJECTILLINOIS
09-00933-01-BR
SECTION
RTE.
F.A.U.
TO STA.STA.SHEETSOFSHEETSCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS 7448
808
809
810
+00
2058 2059 2060+00 2061 2062 700
+00
701
1000
+00
68 69 70+00 71 72 73
VP
VP
GM
WV
WV
WV
GV
WV
700
+00
701
808
809
810
+00
68 69 70+00 71 72 73
N-1
58
A
N-1
56
N-1
58 N-E
X-1
56
N-1
57
SS-156-EX416
SS-1
58-1
56
SS-EX156-156
SS-157-158
N-1
58
BN-1
59
N-1
53
N-1
71
N-1
55
N-1
70
N-1
72
N-1
73
N-1
54
N-8
05
N-1
74
N-8
04
SS-1
59-1
58
B
SS-153-159
SS-1
71-1
59
SS-152-153
SS-1
55-1
53
SS-170-171
SS-1
72-1
71
SS-173-171
SS-154-155SS-168-170
SS-8
05-1
70
SS-174-173
SS-8
04-8
05
SS-8
02-8
04
N-7
00
N-7
01
N-1
60
AN-1
60
N-1
61
SS-7
00-7
02
SS-701-700
SS-1
60
A-7
00
SS-1
60-1
60
A
SS-1
61-1
60
A
SS-164-160A
SCALE IN FEET
0 20 40
7
1"=20' 73+50.00
PR ROW
EX \ BRUSH
68+00.00
EX ROW
EX SECTION LINE
MA
TC
H
LIN
E
ST
A 68
+00.0
0 (P
R \
BR
US
H)
BRUSH COLLEGE RD
EX ROW
EX EASEMENT
PR TEMP EASEMENT
EX EASEMENT
PR PERM EASEMENT
MA
TC
H
LIN
E
ST
A 73
+50.0
0 (P
R \
BR
US
H)
PR ROW
EX ROW
EX EASEMENT
PR ROW
PR ROW
MATCH LINE STA 808+00.00 (PR \ E HARRISON)
MATCH LINE STA 701+00.00 (PR \ E HARRISON)
PR RETAINING WALL
5 20
EX IC RR TRACK
ADM BUILDING
E
HA
RRIS
ON
AV
E (W
ES
T
LE
G)
(EA
ST
LE
G)
E
HA
RRIS
ON
AV
E
258
-
-
-PROPOSED DRAINAGE PLAN
BRUSH COLLEGE ROAD
7'10'
10'
7.0'
10'
10'
PR \ BRUSH
E HARRISON
PR \
HARRISON
PR \ E
PR IC RR TRACK
PROPOSED DRAINAGE LEGEND
EXISTING MANHOLE
EXISTING CATCH BASIN
EXISTING INLET
PROPOSED DRAINAGE STRUCTURE TYPE 4
PROPOSED MANHOLE
PROPOSED CATCH BASIN
PROPOSED INLET
PROPOSED STORM SEWER
TEMP. SOIL RETENTION SYSTEM
=
PLOT SCALE =
= 6/17/2020
gjamesonUSER NAME
40.0000 ' / in.
=
PLOT DATEFIL
E N
AM
E:
pw:\\a
eco
m-n
a-p
w.b
entley.c
om:A
EC
OM
_D
S16_
NA\D
ocu
ments\6
0603202-Brush College\9
00-C
AD GIS\9
10_C
AD\0
3_S
HE
ETS\0
2_
WH
KS\D
rain
age\6
0603202_S
HT_
Drain
age_Road
way_06_Brush-0
6.d
gn
Defa
ult
MO
DE
L:
6/12/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
572
CONTRACT NO. XXXX(XXX)
MACON
COUNTYTOTAL
SHEETS
SHEET
NO.
FED. AID PROJECTILLINOIS
09-00933-01-BR
SECTION
RTE.
F.A.U.
TO STA.STA.SHEETSOFSHEETSCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS 7448
2063 2064 2065+00 2066 2067 2068 74 75+00 76 77 78 79
VP
VP
WV
WV
WV
WVW
V
74 75+00 76 77 78 79
N-1
52
N-1
51
N-1
68
N-1
50
N-1
67
N-1
69
N-1
67
A
SS-151-152
SS-168-170SS-150-151
SS-167-168
SS-1
69-1
68
SS-1
67
A-1
67
SCALE IN FEET
0 20 40
7
1"=20'
EX \ BRUSH
73+50.00
EX SECTION LINEBRUSH COLLEGE RD
PR TEMP EASEMENT
MA
TC
H
LIN
E
ST
A 73
+50.0
0 (P
R \
BR
US
H)
EX ROW
EX ROW
EX ROW
PR PERM EASEMENT
STA 76+25.97
PR \ BRUSH
END PROJECT LIMIT
6 20
-
-
-
259PROPOSED DRAINAGE PLAN
BRUSH COLLEGE ROAD
4'
10'
5'
PR IC RR TRACK
PR \ BRUSH
PROPOSED DRAINAGE LEGEND
EXISTING MANHOLE
EXISTING CATCH BASIN
EXISTING INLET
PROPOSED DRAINAGE STRUCTURE TYPE 4
PROPOSED MANHOLE
PROPOSED CATCH BASIN
PROPOSED INLET
PROPOSED STORM SEWER
TEMP. SOIL RETENTION SYSTEM
=
PLOT SCALE =
= 6/17/2020
gjamesonUSER NAME
40.0000 ' / in.
=
PLOT DATEFIL
E N
AM
E:
pw:\\a
eco
m-n
a-p
w.b
entley.c
om:A
EC
OM
_D
S16_
NA\D
ocu
ments\6
0603202-Brush College\9
00-C
AD GIS\9
10_C
AD\0
3_S
HE
ETS\0
2_
WH
KS\D
rain
age\6
0603202_S
HT_
Drain
age_Road
way_07_Faries-0
1.d
gn
Defa
ult
MO
DE
L:
6/12/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
572
CONTRACT NO. XXXX(XXX)
MACON
COUNTYTOTAL
SHEETS
SHEET
NO.
FED. AID PROJECTILLINOIS
09-00933-01-BR
SECTION
RTE.
F.A.U.
TO STA.STA.SHEETSOFSHEETSCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS 7448
203 204 205+00 206 207 208
153 154 155+00 156 157
GV
VP
GV
GV
WV
203 204 205+00 206 207 208N-W2257
SS-W
2257-2
00
N-201
N-W2277
N-200AN-200
N-W2262
SS-201-202
SS-W
2277-2
02
SS-200A-201SS-200-200A
SS-W
2262-2
00
A
MA
TC
H
LIN
E
ST
A 208
+00.0
0 (P
R \
FA
RIES)
1"=20' 208+00.00
FARIES PARKWAY
SCALE IN FEET
0 20 40
7
EX ROW
EX ROW
PR TEMP EASEMENT
EX SECTION LINE
7 20
EX NS RR TRACK
ADM PROPERTY
260
-
-
-PROPOSED DRAINAGE PLAN
FARIES PARKWAY
DETAIL "A"
PROPOSED DITCH
2:1 2:1
2'-0"
PR \ FARIES
PROPOSED DITCH (SEE DETAIL "A")
PROPOSED DRAINAGE LEGEND
EXISTING MANHOLE
EXISTING CATCH BASIN
EXISTING INLET
PROPOSED DRAINAGE STRUCTURE TYPE 4
PROPOSED MANHOLE
PROPOSED CATCH BASIN
PROPOSED INLET
PROPOSED STORM SEWER
TEMP. SOIL RETENTION SYSTEM
=
PLOT SCALE =
= 6/17/2020
gjamesonUSER NAME
40.0000 ' / in.
=
PLOT DATEFIL
E N
AM
E:
pw:\\a
eco
m-n
a-p
w.b
entley.c
om:A
EC
OM
_D
S16_
NA\D
ocu
ments\6
0603202-Brush College\9
00-C
AD GIS\9
10_C
AD\0
3_S
HE
ETS\0
2_
WH
KS\D
rain
age\6
0603202_S
HT_
Drain
age_Road
way_08_Faries-0
2.d
gn
Defa
ult
MO
DE
L:
6/12/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
572
CONTRACT NO. XXXX(XXX)
MACON
COUNTYTOTAL
SHEETS
SHEET
NO.
FED. AID PROJECTILLINOIS
09-00933-01-BR
SECTION
RTE.
F.A.U.
TO STA.STA.SHEETSOFSHEETSCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS 7448
208 209 210+00 211 212 213
2050
+00
2051
2052
158 159 160+00 161
162
60+
00
61
62
WV
WV
WV
WV
WV
VP
EM EM
VP
60+
00
61
62
208 209 210+00 211 212 213
N-212
N-211
N-204
N-203N-202AN-202
N-202B
SS-211-212
SS-203-204
SS-202A-203SS-202-202A
SS-2
02
B-2
02
A
SS-201-202
SS-W
2277-2
02
1"=20' 213+25.00
SCALE IN FEET
0 20 40
7
EX ROW
EX ROW
208+00.00
MA
TC
H
LIN
E
ST
A 208
+00.0
0 (P
R \
FA
RIES)
MA
TC
H
LIN
E
ST
A 213
+25.0
0 (P
R \
FA
RIES)
EX ROW
EX ROW
EX ROW
EX ROW
EX ROW EX SECTION LINE
EX SECTION LINE
EX ROW
PR ROW
EASEMENT
PR TEMP
BR
US
H
CO
LL
EG
E
RD
FARIES PKWY
FARIES PKWY
8 20
PR STRUCTURE
---
---
---
STA 60+42.10
CL, SOUTH ABUTMENTADM PROPERTY
CEMETERY
261PROPOSED DRAINAGE PLAN
FARIES PARKWAY
DETAIL "A"
PROPOSED DITCH
2:1 2:1
2'-0"
PR \ FARIES
BRUSH
PR \
BRUSH
EX \
EX IC RR TRACK
EX NS RR TRACK
PROPOSED DITCH (SEE DETAIL "A")
PROPOSED DRAINAGE LEGEND
EXISTING MANHOLE
EXISTING CATCH BASIN
EXISTING INLET
PROPOSED DRAINAGE STRUCTURE TYPE 4
PROPOSED MANHOLE
PROPOSED CATCH BASIN
PROPOSED INLET
PROPOSED STORM SEWER
TEMP. SOIL RETENTION SYSTEM
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