-
=
PLOT SCALE =
= 11/4/2020
dishevazUSER 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
1_
AE
CO
M\R
oad
way\6
0603202_S
HT_Road
way_10_Faries-0
4.d
gn
Defa
ult
MO
DE
L:
10/30/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
996
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
PHONE: (217) 775-6065
DECATUR, IL 62526
345 EAST ASH AVENUE, SUITE B
VP
VP
219
220+00
221
222
223
224
408
409
410+
00
7
20 40
SCALE IN FEET
0
MA
TC
H LIN
E S
TA 224
+75.0
0 (P
R £ F
ARIE
S)
MATCH LINE STA 407+75.00 (PR £ JAMES)
MA
TC
H LIN
E S
TA 219+
00.0
0 (P
R £ F
ARIE
S)
PR ROW
PR ROW
PR TEMP EASEMENT
EX ROW
EX ROW
FARIES PARKWAY
N JA
MES S
TR
EE
T
EX SECTION LINE
EX SECTION LINE
EX ROW
PR TEMP EASEMENT
SW 8'
24'
EO
P T
O E
OP
7'
ME
DIA
N
EO
P T
O E
OP
6'
ME
DIA
N
101ROADWAY PLAN
FARIES PARKWAY
10 20 219+00.00 224+75.001"=20'
LMB
LMB
WBS
NOTES:
EASEMENT
PR TEMP
P.I.N. 04-13-05-351-005
ST JOHANNES TRUST
NORFOLK SOUTHERN RAILWAY COMPANY
P.I.N. 04-13-08-101-009
LEROY WALSTON
P.I.N. 04-13-05-351-008
LEROY WALSTON
P.I.N. 04-13-08-101-010
ARCHER DANIELS MIDLAND COMPANY P.I.N. 04-13-08-101-011
LEROY WALSTON
MIDLAND COMPANY
ARCHER DANIELS
AND SIDEWALK ADA SLOPES.
2. SEE ADA RAMP DETAILS FOR DETECTABLE WARNING LOCATIONS
AT ALL PROPOSED ENTRANCES AND DRIVEWAY LOCATIONS.
1. COMBINATION CONCRETE CURB & GUTTER SHALL BE DEPRESSED
EX NS RR TRACK
PR TEMP EASEMENT
(PR £ FARIES)
+73.71, 80.00' RT(PR £ FARIES)
+73.83, 74.34' RT
(PR £ FARIES)
+27.35, 71.03' RT
(PR £ FARIES)
+26.80, 81.09' RT
(PR £ FARIES)
+51.77, 67.19' RT
(PR £ FARIES)
+52.33, 57.14' RT
+70.72, 56.00' RT
+76.86, 66.58' RT
(PR £ FARIES)
102.54' RT
+97.73,
(PR £ JAMES)
+82.00, 43.00' RT(PR £ JAMES)
+02.00, 59.00' RT
JAMES)
(PR £
80.08' RT
+25.12,
(PR £ FARIES)
101.02' RT
+74.44,
60'
49.70'
50.30'
R=3'
R=50'
R=250'
PR £ JAMES
R=50'
R=25'
R=25'
R=15'
R=15'
R=15'
R=15'
48'
STA 222+48.70, 15.00' LT
END 12.5:1 TAPER
STA 222+23.41, 6.95' LT
END 12.5:1 TAPER
35'
36'
24'
R=3.5'
STA 220+23.07, 37.94' RT
END 13:1 TAPER
COMB CC&G TB6.24
PR £ FARIES
STA 219+49.60, 9.00' RT
BEGIN 12.5:1 TAPER
COMB CC&G TB6.24
COMB CC&G TB6.24
STA 408+47.90, 20.00' RT
BEGIN COMB CC&G TB6.24
END AGGREGATE SHLDRS B 4
SUB GRAN MAT B 4
PC CONC SIDEWALK 5
SUB GRAN MAT B 4
PC CONC SIDEWALK 5
SUB GRAN MAT B 4
PC CONC SIDEWALK 536.56' LT
STA 408+51.00,
END CONC GUTTER TB
END COMB CC&G TB6.24
AGGREGATE SHLDRS B 4
TYPE B
GUTTER
CONCRETE
SUB GRAN MAT B 4
PC CONC SIDEWALK 5
STA 219+49.84, 15.00' RT
BEGIN 12.5:1 TAPER
CONC MEDIAN SURF 6
CURB & GUTTER, TYPE B-6.24
COMBINATION CONCRETE
SW
8'
EO
P T
O E
OP
6'
ME
DIA
N
CONC MEDIAN SURF 6PR £ JAMES STA 409+19.23
PR £ FARIES STA 223+71.69 =
RT EOP
RT EOP
36.31' LT
408+52.40,
PCC STA
EOP
EOP
EOP
STA 220+80.05
PR ¡ FDW2
STA 222+11.25
PR ¡ FDW3
STA 223+48.75
PR ¡ FDW4
AGG BASE CSE A 12
PCC PVT 10 JOINTED
AGG BASE CSE A 12
PCC PVT 10 JOINTED
EOP
AGG BASE CSE A 8
HMA BC IL-9.5 N50
HMA SC IL-9.5 C N50
27.00' RT
224+33.59,
PT STA
STA 409+20.60, 49.43' RT
BEGIN COMB CC&G TB6.24
48.92' RT
STA 409+26.58,
CC&G TB6.12
BEGIN COMB
STA 223+00.79, 8.00' LT
END COMB CC&G TB6.12
STA 223+00.79, 15.00' LT
END COMB CC&G TB6.24
PC STA 222+80.50, 27.05' RT
STA 220+92.73, 50.56' RT
BEGIN SUB GRAN MAT B 4
BEGIN PC CONC SIDEWALK 5
STA 220+72.73, 51.61' RT
END SUB GRAN MAT B 4
END PC CONC SIDEWALK 5
STA 221+95.62, 31.62' RT
END SUB GRAN MAT B 4
END PC CONC SIDEWALK 5
STA 222+28.98, 30.49' RT
BEGIN SUB GRAN MAT B 4
BEGIN PC CONC SIDEWALK 5
STA 223+13.44, 42.64' RT
END SUB GRAN MAT B 4
END PC CONC SIDEWALK 5
(PR £ JAMES)
STA 408+79.42, 32.58' RT
BEGIN SUB GRAN MAT B 4
BEGIN PC CONC SIDEWALK 5
PC STA 408+47.90, 18.00' RT
-
=
PLOT SCALE =
= 11/4/2020
dishevazUSER 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
1_
AE
CO
M\R
oad
way\6
0603202_S
HT_Road
way_11_Faries-0
5.d
gn
Defa
ult
MO
DE
L:
10/30/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
996
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
PHONE: (217) 775-6065
DECATUR, IL 62526
345 EAST ASH AVENUE, SUITE B
225+00 226 227 228 229 230+00
7
MA
TC
H LIN
E S
TA 230
+50.0
0 (P
R £ F
ARIE
S)
MA
TC
H LIN
E S
TA 224+
75.0
0 (P
R £ F
ARIE
S)
EX SECTION LINE
EX ROW
PR ROW
SCALE IN FEET
0 20 40
FARIES PARKWAY
EX ROW
PR TEMP EASEMENT
EX ROW
36'
24'
PR £ FARIES
102
1"=20' 11 20
ROADWAY PLAN
FARIES PARKWAY
224+75.00 230+50.00
LMB
LMB
WBS
SW 8'
EO
P T
O E
OP
6'
ME
DIA
N
EX EASEMENT
PR PERM EASEMENT
24'
PCC STA 226+39.37, 7.84' LTPT STA 227+40.78, 13.33' LT
R=625'
R=625'
R=4000'
PI STA 227+30.87, 41.00' LT
R=4024'PC STA 225+65.70, 39.00' LT
PRC STA 228+96.40, 30.29' LT
22.00' LT
PI STA 230+24.63,
R=3978'
EOP
EOP
EOP
NOTES:
AGG BASE CSE A 12
PCC PVT 10 JOINTED
PC STA 225+65.57, 3.00' LT
END COMB CC&G TB6.12
STA 225+99.25, 2.00' LT
BEGIN COMB CC&G TB6.24
AGG BASE CSE A 12
PCC PVT 10 JOINTED
AND SIDEWALK ADA SLOPES.
2. SEE ADA RAMP DETAILS FOR DETECTABLE WARNING LOCATIONS
AT ALL PROPOSED ENTRANCES AND DRIVEWAY LOCATIONS.
1. COMBINATION CONCRETE CURB & GUTTER SHALL BE DEPRESSED
ARCHER DANIELS MIDLAND COMPANY
NORFOLK SOUTHERN RAILWAY COMPANY
STA 226+72.63, 27.00' RT
BEGIN 40:1 TAPER
AGG BASE CSE A 12
PCC PVT 10 JOINTED
PR CULVERT EXTENSION
SEE DRAINAGE PLAN FOR
P.I.N. 04-13-08-126-001
ARCHER DANIELS MIDLAND COMPANY
P.I.N. 04-13-08-126-001
ARCHER DANIELS MIDLAND COMPANY
EX NS RR TRACK
+54.89, 103.20' RT
+55.16, 153.20' RT+85.61, 152.13' RT
+85.19, 102.14' RT
COMB CC&G TB6.24
COMB CC&G TB6.24COMB CC&G TB6.12
SUB GRAN MAT B 4
PC CONC SIDEWALK 5COMB CC&G TB6.24
R=3'
STA 230+04.41, 3.00' RT
END CORRUGATED MEDIAN
STA 230+04.48, 1.70' LT
END CORRUGATED MEDIAN
STA 228+91.75, 6.58' LT
BEGIN CORRUGATED MEDIAN
R=3'
CORRUGATED MEDIAN
STA 230+04.41, 3.00' RT
BEGIN CORRUGATED MEDIAN
END COMB CC&G TB6.24
STA 229+17.16, 2.92' LT
END COMB CC&G TB6.24
CONC MEDIAN SURF 6
-
=
PLOT SCALE =
= 11/4/2020
dishevazUSER 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
1_
AE
CO
M\R
oad
way\6
0603202_S
HT_Road
way_12_Faries-0
6.d
gn
Defa
ult
MO
DE
L:
10/30/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
996
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
PHONE: (217) 775-6065
DECATUR, IL 62526
345 EAST ASH AVENUE, SUITE B
231 232 233 234 235+00 236
7
MA
TC
H LIN
E S
TA 230
+50.0
0 (P
R £ F
ARIE
S)
FARIES PARKWAY
PR ROW
EX SECTION LINE
EX ROW
EX ROW
EX ROW
PR TEMP EASEMENT
20 40
SCALE IN FEET
0
22'
22'
MEET EXISTING
PR £ FARIES
STA 235+41.47
END PROJECT LIMIT
1"=XX'
103
12 20
ROADWAY PLAN
FARIES PARKWAYLMB
LMB
WBS
230+50.00 235+41.47
SW 5'
PT STA 230+24.63, 22.00' LT
NOTES:
SW8'
AND SIDEWALK ADA SLOPES.
2. SEE ADA RAMP DETAILS FOR DETECTABLE WARNING LOCATIONS
AT ALL PROPOSED ENTRANCES AND DRIVEWAY LOCATIONS.
1. COMBINATION CONCRETE CURB & GUTTER SHALL BE DEPRESSED
ARCHER DANIELS MIDLAND COMPANY
NORFOLK SOUTHERN RAILWAY COMPANY
P.I.N. 04-13-08-126-002
ARCHER DANIELS MIDLAND COMPANY
P.I.N. 04-13-08-126-001
ARCHER DANIELS MIDLAND COMPANY
EX NS RR TRACK
+59.52, 99.00' RT
+59.53, 62.00' RT
+12.01, 58.44' RT
+11.90, 36.11' RT
+11.52, 44.18' LT
+12.43, 27.21' LT+65.47, 41.62' LT
30'
STA 233+03.73, 37.58' RT
END SUB GRAN MAT B 4
END PC CONC SIDEWALK 5
STA 233+33.92, 34.58' RT
BEGIN SUB GRAN MAT B 4
BEGIN PC CONC SIDEWALK 5
STA 235+51.61, 34.58' RT
END SUB GRAN MAT B 4
END PCC CONC SIDEWALK 5
R=15' R=15'
PR £ FARIES
EOP
EOP
COMB CC&G TB6.24
COMB CC&G TB6.24
STA 235+41.47, 22.00' RT
END PCC PVT 1 0JOINTED
END COMB CC&G TB6.24
SUB GRAN MAT B 4
PC CONC SIDEWALK 5
COMB CC&G TB6.24
SUB GRAN MAT B 4
PC CONC SIDEWALK 5
STA 235+41.47, 22.00' LT
END PCC PVT 10 JOINTED
END COMB CC&G TB6.24
STA 233+18.73
PR ¡ FDW5
AGG BASE CSE A 12
PCC PVT 10 JOINTED
STA 231+92.63, 22.00' RT
END 40:1 TAPER
AGG BASE CSE A 12
PCC PVT 10 JOINTED
-
=
PLOT SCALE =
= 11/4/2020
dishevazUSER 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
1_
AE
CO
M\R
oad
way\6
0603202_S
HT_Road
way_13_Ju
g-0
1.d
gn
Defa
ult
MO
DE
L:
10/30/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
996
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
PHONE: (217) 775-6065
DECATUR, IL 62526
345 EAST ASH AVENUE, SUITE B
J
302
303
304
305+0
0
306
600
+00
601
7
MATC
H LIN
E ST
A 301+75.0
0 (P
R £ JU
G)
MAT
CH LIN
E ST
A 60
1+50.00 (P
R £ L
OG
AN)PR ROW
E LO
GA
N ST
EX ROW
EX ROW
36'
12'
12'
36'
40'
SCALE IN FEET
0 20 40
104ROADWAY PLAN
JUG HANDLE CONNECTOR ROAD
13 201"=20'
LMB
LMB
WBS
301+75.00 306+50.00
MATC
H LIN
E S
TA 3
06+50.0
0 (P
R £ JU
G)
SEE STRUCTURAL PLANS
(SN 058-W006)
PR RETAINING WALL
R=100'
(PR £ LOGAN)39.27' LT
600+71.95,PCC STA
46.00' LT
PC STA 302+46.35,
R=120'
EO
P T
O E
OP
12'
ME
DIA
N
SW
8'
SW
8'
EO
P T
O E
OP
12'
ME
DIA
N
DR ROTCENNOC ELDNAH GUJ
SW
8'
NOTES:
AGG BASE CSE A 12
PCC PVT 10 JOINTED
AGG BASE CSE A 8
HMA BC IL-9.5 N50
HMA SC IL-9.5 C N50
12.00' LT (PR £ LOGAN)
PC STA 601+36.89,
STA 12.00' LT (PR £ LOGAN)
BEGIN CONC GUTTER TB
END COMB CC&G TB6.24
SW10'
SW8'
AGG BASE CSE A 12
PCC PVT 10 JOINTED
19'
P.I.N. 04-13-08-102-003
ARCHER DANIELS MIDLAND COMPANY
AND SIDEWALK ADA SLOPES.
2. SEE ADA RAMP DETAILS FOR DETECTABLE WARNING LOCATIONS
AT ALL PROPOSED ENTRANCES AND DRIVEWAY LOCATIONS.
1. COMBINATION CONCRETE CURB & GUTTER SHALL BE DEPRESSED
(PR £ JUG)
+66.94, 196.30' RT
(PR £ JUG)
+41.11, 84.88' RT
PR TEMP EASEMENT
(PR £ LOGAN)
+23.86, 42.07' RT
(PR £ LOGAN)
+23.58, 32.07' RT
+78.64, 41.77' RT (PR £ LOGAN)
+73.12, 54.42' RT (PR £ LOGAN)
16'
42.00' RT
PC STA 303+46.11,
STA 303+46.11, 49.58' RT
BEGIN SUB GRAN MAT B 4
BEGIN PC CONC SIDEWALK 5
STA 303+71.08, 49.58' RT
END SUB GRAN MAT B 4
END PC CONC SIDEWALK 5 156 157
40'
5'
5'
CURB & GUTTER, TYPE B-6.24
COMBINATION CONCRETE
CURB & GUTTER, TYPE B-6.24
COMBINATION CONCRETEPR £ JUG
R=2'
R=2'
PR £ LOGAN
R=3'
EOP
EOP
EOP
EOP
STA 303+46.11, 60.67' RT
(SN 058-W006)
END RETAINING WALL
CONCRETE GUTTER, TYPE B
R=220'
R=29'
R=55'
R=100'
R=55'
EOP
EOP
CURB & GUTTER, TYPE B-6.24
COMBINATION CONCRETE
CURB & GUTTER, TYPE B-6.24
COMBINATION CONCRETE
SUB GRAN MAT B 4
PC CONC SIDEWALK 5
SUB GRAN MAT B 4
PC CONC SIDEWALK 5
SUB GRAN MAT B 4
PC CONC SIDEWALK 5
CONC MEDIAN SURF 6
PR £ LOGAN STA 600+00.00
PR £ JUG STA 304+19.99 =
23.07' RT (PR £ LOGAN)
PC STA 600+72.95,
CONC MEDIAN SURF 6
STA 600+74.65, 23.25' RT
BEGIN CONC GUTTER TB
END COMB CC&G TB6.24
STA 600+94.26
PR ¡ LDW1
COMBINATION CONCRETE CURB & GUTTER, TYPE B-6.24
COMBINATION CONCRETE CURB & GUTTER, TYPE B-6.12
STA 304+70.30, 57.58' RT
BEGIN SUB GRAN MAT B 4
BEGIN PC CONC SIDEWALK 5
42.00' RT
PT STA 305+24.16,
(PR £ LOGAN)
PCC STA 600+65.20, 48.58' LT
AND )
(SEE ADA DETAIL SHEETS
SUB GRAN MAT B 4
PC CONC SIDEWALK 5
-
7
EX ROW
EX ROW
105
-
-
-ROADWAY PLAN
EAST LOGAN STREET
+35 +06
GRAN
CE
GRAN
CE
GRAN
CE
GRAN
CE
GRAN
CE
HMA
CE
GRAN
CE
+88 +12 +89
+78 +29
PLPL
PLPLPLPLPLPLPL
PR ROW
EAST LOGAN STREET
MA
TC
H LIN
E S
TA 607+
50.0
0 (P
R £ L
OG
AN)
MA
TC
H LIN
E S
TA 601
+50.0
0 (P
R £ L
OG
AN)
SCALE IN FEET
0 20 40
1"=20' 14 20 601+50.00 607+50.00
GRAN
CE
+55
GRAN
CE
+02
28.58' LT
601+68.99
P.I.N.
04-1
3-0
8-1
02-0
04
& D
OU
GL
AS E.
DE
NT
ON
JEFFE
RY L.
DE
NT
ON
P.I.N.
04-1
3-0
8-1
02-0
05
DA
VID T.
HA
RS
HB
AR
GE
R
P.I.N.
04-1
3-0
8-1
02-0
06
DA
VID
W.
PE
TE
RS
P.I.N.
04-1
3-0
8-1
02-0
07
MID
LA
ND C
OM
PA
NY
AR
CH
ER D
AINIE
LS
P.I.N. 04-13-08-102-008
DAVID T. HARSHBARGER
P.I.N. 04-13-08-102-009
LEROY WALSTON
P.I.N. 04-13-08-101-010
MIDLAND COMPANY
ARCHER DAINIELS
P.I.N. 04-13-08-101-009
LEROY WALSTON
P.I.N. 04-13-08-101-008
LEROY WALSTON
=
PLOT SCALE =
= 11/1/2020
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\R
oad
way\6
0603202_S
HT_Pla
n_14_Logan-0
1.d
gn
Defa
ult
MO
DE
L:
10/30/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
996
CONTRACT NO. XXXX(XXX)
MACON
COUNTYTOTAL
SHEETS
SHEET
NO.
FED. AID PROJECTILLINOIS
09-00933-01-BR
SECTIONRTE.
F.A.U.
TO STA.STA.SHEETSOFSHEETSCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS 7448
GM
602 603 604 605+00 606 607
CONSTRUCTION LIMITS
PR £ LOGAN
CONCRETE GUTTER, TYPE B
CONCRETE GUTTER, TYPE B
FOR ENTRANCE DETAILS, REFER TO THE ENTRANCE DETAIL SHEET.
12'
12'
AGG BASE CSE A 8
HMA BC IL-9.5 N50
HMA SC IL-9.5 C N50
AGG SURF CSE A 6
AGG SURF CSE A 6
AGG SURF CSE A 6
AGG SURF CSE A 6 AGG SURF CSE A 6 AGG SURF CSE A 6 AGG SURF CSE
A 6 AGG SURF CSE A 6
AGG BASE CSE A 8
HMA DRIVEWAY PAVT 4
-
7
12' 12'
106
-
-
-
-
-
GRAN
CE+99
+76
GR
ANCE
GRAN
CE
+80
ROADWAY PLAN
NORTH JAMES STREET
PL
PL
PL
PL
MATCH LINE STA 607
+50.00 (PR £ LOGAN
)
EX ROW
EX ROW
EA
ST L
OG
AN S
TR
EE
T
PR ROW
STA 404+28.00
PR £ JAMES
BEGIN PROJECT LIMIT
STA 609+91.64
PR £ LOGAN
END PROJECT LIMIT
PR ROW
NORTH JAMES STREET
EX ROW
EX ROW
PR ROW
11'
11'
10'
10'
18'
18'
MA
TC
H LIN
E S
TA 407+
75.0
0 (P
R £ JA
MES)
SCALE IN FEET
0 20 40
407+75.00607+50.0020151"=20'
GRAN
CE
+78
GRAN
CE +57
130.50' LT
404+97.65
101.74' LT
404+99.95
43.00' LT
406+00.00
71.00' RT
404+27.71
13.67' RT
404+27.43
16.33' LT
404+27.29
26.32' LT
404+26.88
26.48' LT
404+46.89
P.I.N. 04-13-08-126-004
MIDLAND COMPANY
ARCHER DAINIELS
P.I.N. 04-13-08-126-001
MIDLAND COMPANY
ARCHER DAINIELS
P.I.N. 04-13-08-102-011
LEROY WALSTON
P.I.N. 04-13-08-101-012
LEROY WALSTON
P.I.N. 04-13-08-101-011
LEROY WALSTON
=
PLOT SCALE =
= 11/1/2020
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\R
oad
way\6
0603202_S
HT_Pla
n_15_Ja
mes-0
1.d
gn
Defa
ult
MO
DE
L:
10/30/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
996
CONTRACT NO. XXXX(XXX)
MACON
COUNTYTOTAL
SHEETS
SHEET
NO.
FED. AID PROJECTILLINOIS
09-00933-01-BR
SECTIONRTE.
F.A.U.
TO STA.STA.SHEETSOFSHEETSCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS 7448
GV
403
404 405+00 406 407
608
609
PR £ LOGAN
PC STA 607+91.77, 12.00' LT
CONCRETE GUTTER, TYPE B
CONCRETE GUTTER, TYPE BR=250'
R=30'
11.00' LTSTA 404+28.00
BEGIN CONCRETE GUTTER, TYPE B
11.00' RTSTA 404+28.00
BEGIN AGG SHOULDER
17.12' RTSTA 404+53.43END AGG SHOULDER
R=15'R=20'
R=50'
R=60'
PCC STA 608+85.96, 30.42' LT
PT STA 405+56.76, 18.00' LT
PR £ JAMES
CONSTRUCTION LIMITS
ENTRANCE
AGG BASE CSE A 8
HMA BC IL-9.5 N50
HMA SC IL-9.5 C N50
AGG SURF CSE A 6
AGG BASE CSE A 8
HMA BC IL-9.5 N50
HMA SC IL-9.5 C N50
AGG SURF CSE A 6
AGG SURF CSE A 6
AGG SURF CSE A 6
AGG SURF CSE A 6
18.00' RTSTA 405+04.40BEGIN CONCRETE GUTTER, TYPE B
-
7
5'
ST
RIP
FO
R
MU
NICIP
AL I
MP
RO
VE
ME
NT
S
107
-
-
-
GRAN
CE
+55
ROADWAY PLAN
E HARRISON AVENUE (WEST LEG)
PL
PL
PLPL
PL
PL
PLPL
PL
PL
1"=20' 16 20 800+00.00 804+50.00
SCALE IN FEET
0 20 40
EX ROW
EX ROW
E HARRISON AVENUE (WEST LEG)
PR ROW
PR ROW
E H
AR
RIS
ON A
VE
NU
E
STA 800+00.00
PR £ E HARRISON
BEGIN PROJECT LIMIT
MA
TC
H LIN
E S
TA 804+
50.0
0 (P
R £ E H
AR
RIS
ON)
9'9'
12'
12'
9'9'
GRAN
CE
33.00' LT
800+28.00
16.05' LT
801+77.00
33.00' LT
802+08.80
37.82' LT
802+13.59
33.00' LT
801+81.93
31.15' LT
802+28.8633.00' LT
803+23.88
31.39' LT
803+28.89
26.10' LT
803+28.90
23.39' LT
803+28.91
17.10' LT
803+28.92
17.17' LT
803+58.92
17.00' LT
803+63.88
47.17' LT
803+58.85
33.00' LT
803+63.88
17.00' LT
803+23.88
33.00' RT
804+28.90
23.15' LT
802+30.01
25.83' LT
802+18.59
10.46' LT
802+03.30
15.39' LT
801+91.28
33.00' RT
802+03.46
33.00' RT
801+91.46
33.00' RT
801+82.18
33.00' RT
801+72.18
33.00' RT
800+28.25
130.00' RT
804+28.90
33.00' LT
801+71.93
7.73' LT
801+77.03
47.10' LT
803+28.85
38.10' LT
803+28.87
P.I.N. 04-13-06-477-001
ARCHER DANIELS MIDLAND COMPANY
P.I.N. 04-13-06-477-001
ARCHER DANIELS MIDLAND COMPANY
=
PLOT SCALE =
= 11/1/2020
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\R
oad
way\6
0603202_S
HT_Pla
n_16_
W-H
arris
on-0
1.d
gn
Defa
ult
MO
DE
L:
10/30/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
996
CONTRACT NO. XXXX(XXX)
MACON
COUNTYTOTAL
SHEETS
SHEET
NO.
FED. AID PROJECTILLINOIS
09-00933-01-BR
SECTIONRTE.
F.A.U.
TO STA.STA.SHEETSOFSHEETSCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS 7448
EM
GM
GM
EM
800+00 801 802 803 804
R=50'
R=50' CONCRETE GUTTER, TYPE B
CONCRETE GUTTER, TYPE B
CONSTRUCTION LIMITS
STA 803+78.90, 12' RT
BEGIN 25:1 TAPER
STA 803+78.90, 12' LT
BEGIN 25:1 TAPER
12.00' LTSTA 803+79.00BEGIN AGG SHOULDEREND TY B GUTTER
62.00' LTSTA 800+09.00BEGIN TY B GUTTER
PROPOSED STORM SEWER
62.00' RTSTA 800+09.00BEGIN TY B GUTTER
CELL TOWER
PR £ E HARRISON (WEST)
12.00' RTSTA 803+79.00
BEGIN AGG SHOULDEREND TY B GUTTER
AGG SURF CSE A 6
AGG BASE CSE A 8
HMA BC IL-9.5 N50
HMA SC IL-9.5 C N50
CSE A 6
AGG SURF
-
7
16'16'
108
-
-
-
PL
ROADWAY PLAN
E HARRISON AVENUE (WEST LEG)
PR ROW
E HARRISON AVENUE (WEST LEG)
PR ROW
SCALE IN FEET
0 20 40
809+00.00804+50.00 171"=20' 20
MATCH LINE STA 804+50.00 (PR £ E HARRISON)
MA
TC
H LIN
E S
TA 810+
00.0
0 (P
R £ E H
AR
RIS
ON)
65.34' LT
805+72.37
65.34' LT
806+68.1833.00' LT
809+43.66
43.00' LT
809+73.63
33.00' LT
809+68.66
140.43' RT
809+25.05
139.74' RT
807+94.46
33.00' RT
807+61.64
33.00' RT
807+94.46
33.00' RT
804+78.90
33.00' RT
806+99.17
14.00' RT
809+38.82R 488'11.74' RT
808+91.923.99' RT
808+11.65
43.00'RT
809+93.84
43.00' RT
809+73.84
38.79' LT
807+20.14
2' 2'
AGG BASE CSE A 8
HMA BC IL-9.5 N50
HMA SC IL-9.5 C N50
AGG BASE CSE A 8
HMA DRIVEWAY PAVEMENT 4
P.I.N. 04-13-06-477-001
ARCHER DANIELS MIDLAND COMPANY
P.I.N. 04-13-06-477-001
ARCHER DANIELS MIDLAND COMPANY
=
PLOT SCALE =
= 11/1/2020
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\R
oad
way\6
0603202_S
HT_Pla
n_17_
W-H
arris
on-0
2.d
gn
Defa
ult
MO
DE
L:
10/30/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
996
CONTRACT NO. XXXX(XXX)
MACON
COUNTYTOTAL
SHEETS
SHEET
NO.
FED. AID PROJECTILLINOIS
09-00933-01-BR
SECTIONRTE.
F.A.U.
TO STA.STA.SHEETSOFSHEETSCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS 7448
VP
GM
805+
00
806
807
808 809 810+00
R=180'
STA 804+78.90, 16' LT
END 25:1 TAPER
STA 804+78.90, 16' RT
END 25:1 TAPER
PR £ E HARRISON (WEST)
2' AGG SHLD, TY A 4
2' AGG SHLD, TY A 4
AGG BASE CSE A 8
HMA BC IL-9.5 N50
HMA SC IL-9.5 C N50
0.00'
808+11.84
R 2'
CORRUGATED MEDIAN
33.00' RT
809+73.82
LIMITS
CONSTRUCTION
33.00' RT
809+43.82
-
=
PLOT SCALE =
= 11/4/2020
dishevazUSER 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
1_
AE
CO
M\R
oad
way\6
0603202_S
HT_Road
way_18_E Harris
on-0
1.d
gn
Defa
ult
MO
DE
L:
10/30/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
996
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
PHONE: (217) 775-6065
DECATUR, IL 62526
345 EAST ASH AVENUE, SUITE B
701 702 703 704 705+00
7
EX ROW
EX ROW
EX EASEMENT
MA
TC
H LIN
E S
TA 701+
00.0
0 (P
R £ E H
AR
RIS
ON)
E HARRISON AVE (EAST LEG)
PEPSI PROPERTY
MA
TC
H LIN
E S
TA 705+
00.0
0 (P
R £ E H
AR
RIS
ON)
SCALE IN FEET
0 20 40
EASEMENT
PR TEMP
109
18 201"=20 701+00.00 705+00.00
LMB
LMB
WBS
NOTES:
ROADWAY PLAN
E HARRISON AVENUE (EAST LEG)
12'
12'
AND SIDEWALK ADA SLOPES.
2. SEE ADA RAMP DETAILS FOR DETECTABLE WARNING LOCATIONS
AT ALL PROPOSED ENTRANCES AND DRIVEWAY LOCATIONS.
1. COMBINATION CONCRETE CURB & GUTTER SHALL BE DEPRESSED
24'
LEGEND
MILL AND OVERLAY
AGG BASE CSE A 8
HMA BC IL-9.5 N50
HMA SC IL-9.5 C N50
PR £ E HARRISON (EAST)
R=25'R=25'
EOP
EOP
COMB CC&G TB6.24
STA 701+61.48
PR ¡ HEDW1
+54.62, 12.00' RT
STA 702+50.00, 13.39' LT
END COMB CC&G TB6.24
+40.00, 14.00' LT
STA 702+50.00, 14.41' RT
END COMB CC&G TB6.24
+40.00, 14.00' RT
MEET EXISTING
STA 702+50.00, 00.00'
BEGIN MILL AND OVERLAY
END FULL-DEPTH RECONSTRUCTION
HMA BC IL-9.5 N50 - 2.5"
HMA SC IL-9.5 C N50 - 1.5"
-
=
PLOT SCALE =
= 11/4/2020
dishevazUSER 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
1_
AE
CO
M\R
oad
way\6
0603202_S
HT_Road
way_19_E Harris
on-0
2.d
gn
Defa
ult
MO
DE
L:
10/30/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
996
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
PHONE: (217) 775-6065
DECATUR, IL 62526
345 EAST ASH AVENUE, SUITE B
705+00 706 707 708 709 710+00
7
EX ROW
EX EASEMENT
MA
TC
H LIN
E S
TA 705+
00.0
0 (P
R £ E H
AR
RIS
ON)
E HARRISON AVE (EAST LEG)
EX EASEMENT
110
705+00.00191"=20'
WBS
LMB
LMB
SCALE IN FEET
0 20 40
20
ROADWAY PLAN
E HARRISON AVENUE (EAST LEG)
13.6'
15.2'
NOTES:
708+41.73
MATCH LINE STA 904+50.00 (PR £ CEMETERY ACCESS)
AND SIDEWALK ADA SLOPES.
2. SEE ADA RAMP DETAILS FOR DETECTABLE WARNING LOCATIONS
AT ALL PROPOSED ENTRANCES AND DRIVEWAY LOCATIONS.
1. COMBINATION CONCRETE CURB & GUTTER SHALL BE DEPRESSED
P.I.N. 04-13-05-302-009
CONTINENTAL CARBONIC PRODUCTS
P.I.N. 04-13-05-303-007
ARCHER DANIELS MIDLAND COMPANY
P.I.N. 04-13-05-351-002
AN ILLINOIS CORPORATION
WIESEMANN INVESTMENT GROUP, LTD.,
LEGEND
MILL AND OVERLAY
PR £ E HARRISON (EAST)STA 708+41.73, 0.00'
END HMA BC IL-9.5 N50
END HMA SC IL-9.5 C N50
PR £ CEMETERY ACCESS STA 904+65.08
PR £ E HARRISON (EAST) STA 706+78.16 =
MEET EXISTING
PR £ E HARRISON (EAST)
STA 708+41.73
END PROJECT LIMIT
HMA BC IL-9.5 N50 - 2.5"
HMA SC IL-9.5 C N50 - 1.5"
-
7
111
-
-
-
PL
PL
PL
ROADWAY PLAN
CEMETERY ACCESS ROAD
PR ROW
CEMETERY ACCESS ROAD
PR ROW
SCALE IN FEET
0 20 40
1"=20' 20 20 900+00.00 904+52.12
E H
AR
RIS
ON A
VE
NU
E
EX EASEMENT
STA 900+00.00
PR £ CEMETERY ACCESS
BEGIN PROJECT LIMIT
STA 904+52.12
PR £ CEMETERY ACCESS
END PROJECT LIMIT
11'
11'
8'
10.6'
2'
2'
40.00' LT
900+13.40
40.00' LT
900+23.40
40.00' LT
904+34.06
40.00' RT
904+34.10
35.00' RT
904+34.10
40.00' RT
904+24.10
30.00' RT
904+34.10
40.00' RT
900+14.60
35.00' RT
900+14.60
30.00' RT
900+14.60
40.00' RT
900+24.60
35.00' RT
900+24.53
30.00' RT
900+24.45
P.I.N. 04-13-05-351-001
AN ILLINOIS CORPORATION
REFRESHMENT SERVICES INC.,
P.I.N. 04-13-05-351-002
AN ILLINOIS CORPORATION
WIESEMANN INVESTMENT GROUP, LTD.,
=
PLOT SCALE =
= 11/1/2020
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\R
oad
way\6
0603202_S
HT_Pla
n_19_Ce
metery-0
1.d
gn
Defa
ult
MO
DE
L:
10/30/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
-
996
CONTRACT NO. XXXX(XXX)
MACON
COUNTYTOTAL
SHEETS
SHEET
NO.
FED. AID PROJECTILLINOIS
09-00933-01-BR
SECTIONRTE.
F.A.U.
TO STA.STA.SHEETSOFSHEETSCALE:
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS 7448
GM
900+00 901 902 903 904
706
707
708
R=20'
R=20'
31.00' RTSTA 900+09.00
BEGIN AGG SHOULDER
31.00' LTSTA 900+09.00BEGIN AGG SHOULDER
CONSTRUCTION LIMITS
PROPOSED STORM SEWER
31.00' LTSTA 904+52.12
END AGG SHOULDER
31.00' RTSTA 904+52.12
END AGG SHOULDER
R=20'
R=20'
HMA REPLACEMENT LIMITS
PAVEMENT PATCH
PR £ CEMETERY ACCESS
AGG BASE CSE A 8
HMA BC IL-9.5 N50
HMA SC IL-9.5 C N50
2' AGG SHLD, TY A 4
2' AGG SHLD, TY A 4
MILL AND OVERLAY
-
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
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OO
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NO.
PL
AN
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OF
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HE
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CA
DD FIL
E N
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PR
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ES
UR
VE
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D
PL
OT
TE
D
GR
AD
ES C
HE
CK
ED
B.M.
NO
TE
D
ST
RU
CT
UR
E N
OT
AT'N
S C
H'K
D
BY
DA
TE
NO
TE B
OO
K
NO.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Defa
ult
pw:\\a
eco
m-n
a-p
w.b
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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
1_
AE
CO
M\R
oad
way\6
0603202_S
HT_Profile
_01_Brush-0
1.d
gn
FIL
E N
AM
E:
MO
DE
L:
USER NAME = dishevaz
PLOT SCALE = 40.0000 ' / in.
PLOT DATE = 11/4/2020
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-
10/30/2020
REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA. TO STA.
996
ILLINOIS FED. AID PROJECT
COUNTYSHEET
NO.
TOTAL
SHEETSF.A.U.
09-00933-01-BR
SECTIONRTE.
7448 MACON
CONTRACT NO. XXXX(XXX)
PHONE: (217) 775-6065
DECATUR, IL 62526
345 EAST ASH AVENUE, SUITE B
652
654
656
658
660
662
664
666
668
670
672
674
676
678
680
682
684
686
652
654
656
658
660
662
664
666
668
670
672
674
676
678
680
682
684
686
46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00
51+50 52+00
652.6
5
652.9
8
653.5
3
654.5
9
655.9
9
657.8
0
660.0
3
662.5
4
665.4
0
668.5
0
670.9
2
672.7
8
653.0
5
653.8
0
654.9
0
656.3
3
658.1
2
660.2
4
662.7
1
665.5
2
668.4
4
671.3
6
674.2
8
652.7
0
VPI STA. 48+50.00
ELEVATION 653.84
+0.60%
+5.84
%
380.00' V.C.
K = 73
+60.0
0 E
L.
652.7
0
+40.0
0 E
L.
664.9
4
ROADWAY PROFILE
BRUSH COLLEGE ROAD
EX RR OVERPASS 22'-2" V
ER
TIC
AL C
LE
AR
AN
CE
EX ADM PIPE
MA
TC
H LIN
E S
TA 52
+00.0
0 (P
R £ B
RU
SH)
112
52+00.0046+50.00211
WBS
LMB
LMB
1"=20H':2V'
EX E
L
PR E
L
EX GROUND
PR PGL
15'-2" V
ER
TIC
AL C
LE
AR
AN
CE
STA 46+59.43
BEGIN PROFILE
STA 51+75.60
(SN 058-W007)
END PR RETAINING WALL
STA 46+86.59
(SN 058-W007)
BEGIN PR RETAINING WALL
(SN 058-W007)
PR RETAINING WALL
-
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE B
OO
K
NO.
PL
AN
ALIG
NM
EN
T C
HE
CK
ED
RT.
OF
WA
Y C
HE
CK
ED
CA
DD FIL
E N
AM
E
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES C
HE
CK
ED
B.M.
NO
TE
D
ST
RU
CT
UR
E N
OT
AT'N
S C
H'K
D
BY
DA
TE
NO
TE B
OO
K
NO.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Defa
ult
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
1_
AE
CO
M\R
oad
way\6
0603202_S
HT_Profile
_02_Brush-0
2.d
gn
FIL
E N
AM
E:
MO
DE
L:
USER NAME = dishevaz
PLOT SCALE = 40.0000 ' / in.
PLOT DATE = 11/4/2020
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-
10/30/2020
REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA. TO STA.
996
ILLINOIS FED. AID PROJECT
COUNTYSHEET
NO.
TOTAL
SHEETSF.A.U.
09-00933-01-BR
SECTIONRTE.
7448 MACON
CONTRACT NO. XXXX(XXX)
PHONE: (217) 775-6065
DECATUR, IL 62526
345 EAST ASH AVENUE, SUITE B
666
668
670
672
674
676
678
680
682
684
686
688
690
692
694
696
698
700
52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50
57+00 57+50
672.7
8
673.2
9
674.3
1
674.4
7
674.4
9
674.7
1
674.8
9
674.8
2
674.6
1
674.4
9
674.2
5
673.8
5
674.2
8
677.2
0
679.9
0
682.0
6
683.6
9
685.1
9
686.6
8
688.1
8
689.6
8
691.1
8
692.6
7
694.1
7
VPI
ST
A.
53
+20.0
0
ELE
VA
TIO
N 681.2
9
+5.84
%
+3.00
%
130.00' V.C.
K = 46
+55.0
0 E
L.
677.5
0
+85.0
0 E
L.
683.2
4
666
668
670
672
674
676
678
680
682
684
686
688
690
692
694
696
698
700
ROADWAY PROFILE
BRUSH COLLEGE ROAD
MA
TC
H LIN
E S
TA 57
+75.0
0 (P
R £ B
RU
SH)
MA
TC
H LIN
E S
TA 52
+00.0
0 (P
R £ B
RU
SH)
113
57+75.0052+00.00 2
WBS
LMB
LMB
1"=20H':2V' 21
EX E
L
PR E
L
PR PGL
EX GROUND
(SN 058-W003)
PR RETAINING WALL
STA 52+00.00
WALL (SN 058-W003)
BEGIN PR RETAINING
EL = 688.03
STA 55+45.01
PR £ JUG
-
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE B
OO
K
NO.
PL
AN
ALIG
NM
EN
T C
HE
CK
ED
RT.
OF
WA
Y C
HE
CK
ED
CA
DD FIL
E N
AM
E
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES C
HE
CK
ED
B.M.
NO
TE
D
ST
RU
CT
UR
E N
OT
AT'N
S C
H'K
D
BY
DA
TE
NO
TE B
OO
K
NO.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Defa
ult
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
1_
AE
CO
M\R
oad
way\6
0603202_S
HT_Profile
_03_Brush-0
3.d
gn
FIL
E N
AM
E:
MO
DE
L:
USER NAME = dishevaz
PLOT SCALE = 40.0000 ' / in.
PLOT DATE = 11/4/2020
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-
10/30/2020
REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA. TO STA.
996
ILLINOIS FED. AID PROJECT
COUNTYSHEET
NO.
TOTAL
SHEETSF.A.U.
09-00933-01-BR
SECTIONRTE.
7448 MACON
CONTRACT NO. XXXX(XXX)
PHONE: (217) 775-6065
DECATUR, IL 62526
345 EAST ASH AVENUE, SUITE B
674
676
678
680
682
684
686
688
690
692
694
696
698
700
702
704
706
58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50
673.5
8
673.4
1
673.3
8
673.6
2
673.9
5
674.2
9
674.7
2
675.1
2
675.2
3
675.1
7
695.6
7
697.1
7
698.6
7
700.1
6
701.6
6
703.0
4
703.9
5
704.3
8
704.3
1
703.7
6
VPI STA. 62+20.00
ELEVATION 708.25
+3.00
% -5.00%
410.00' V.C.
K = 51
+15.0
0 E
L.
702.1
1
674
676
678
680
682
684
686
688
690
692
694
696
698
700
702
704
706
ROADWAY PROFILE
BRUSH COLLEGE ROAD
MA
TC
H LIN
E S
TA 62
+50.0
0 (P
R £ B
RU
SH)
MA
TC
H LIN
E S
TA 57
+75.0
0 (P
R £ B
RU
SH)
STA 61+29.19
PIER
STA 62+47.19
NORTH ABUTMENT
STA 60+40.10
SOUTH ABUTMENT
114996
62+50.0057+75.00213
WBS
LMB
LMB
1"=20H':2V'
EX E
L
PR E
L
STA 61+94.50
EX ¡ NS RR TRACK
(COMPOSITE FULL LENGTH)
42" WEB PLATE GIRDER
EX GROUND
PR PGL
23'-10" V
ER
TIC
AL C
LE
AR
AN
CE
PR BRIDGE (SN 058-9202)
STA 60+49.56
WALL (SN 058-W003)
END PR RETAINING
PR RETAINING WALL (SN 058-W003)
STA 62+39.94
WALL (SN 058-W004)
BEGIN RETAINING
23'-9" V
ER
TIC
AL C
LE
AR
AN
CE
CLEARANCE
25'-0"
STA 61+30.78
PR £ FARIES
STA 62+14.94
¡ FUTURE NS RR TRACK
-
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE B
OO
K
NO.
PL
AN
ALIG
NM
EN
T C
HE
CK
ED
RT.
OF
WA
Y C
HE
CK
ED
CA
DD FIL
E N
AM
E
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES C
HE
CK
ED
B.M.
NO
TE
D
ST
RU
CT
UR
E N
OT
AT'N
S C
H'K
D
BY
DA
TE
NO
TE B
OO
K
NO.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Defa
ult
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
1_
AE
CO
M\R
oad
way\6
0603202_S
HT_Profile
_04_Brush-0
4.d
gn
FIL
E N
AM
E:
MO
DE
L:
USER NAME = dishevaz
PLOT SCALE = 40.0000 ' / in.
PLOT DATE = 11/4/2020
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-
10/30/2020
REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA. TO STA.
996
ILLINOIS FED. AID PROJECT
COUNTYSHEET
NO.
TOTAL
SHEETSF.A.U.
09-00933-01-BR
SECTIONRTE.
7448 MACON
CONTRACT NO. XXXX(XXX)
PHONE: (217) 775-6065
DECATUR, IL 62526
345 EAST ASH AVENUE, SUITE B
672
674
676
678
680
682
684
686
688
690
692
694
696
698
700
702
704
706
62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 66+50 67+00
67+50 68+00
675.1
7
675.0
3
674.7
7
674.5
2
674.2
9
674.0
7
673.9
6
673.8
8
673.7
0
673.4
8
673.2
8
673.0
7
703.7
6
702.7
3
701.2
0
699.1
9
696.7
5
694.2
5
691.7
5
689.2
5
686.7
5
684.2
5
681.7
4
679.2
6
+25.0
0 E
L.
698.0
0
+85.0
0 E
L.
679.9
9
410.00' V.C.
K = 51
K = 65
350.00' V.C.
672
674
676
678
680
682
684
686
688
690
692
694
696
698
700
702
704
706
ROADWAY PROFILE
BRUSH COLLEGE ROAD
MA
TC
H LIN
E S
TA 62
+50.0
0 (P
R £ B
RU
SH)
MA
TC
H LIN
E S
TA 68
+00.0
0 (P
R £ B
RU
SH)
115
68+00.0062+50.0041"=20H':2V'
WBS
LMB
LMB
21
EX E
L
PR E
L
-5.00%
-5.00%
PR PGL
EX GROUND
PR RETAINING WALL (SN 058-W004)
-
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE B
OO
K
NO.
PL
AN
ALIG
NM
EN
T C
HE
CK
ED
RT.
OF
WA
Y C
HE
CK
ED
CA
DD FIL
E N
AM
E
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES C
HE
CK
ED
B.M.
NO
TE
D
ST
RU
CT
UR
E N
OT
AT'N
S C
H'K
D
BY
DA
TE
NO
TE B
OO
K
NO.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Defa
ult
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
1_
AE
CO
M\R
oad
way\6
0603202_S
HT_Profile
_05_Brush-0
5.d
gn
FIL
E N
AM
E:
MO
DE
L:
USER NAME = dishevaz
PLOT SCALE = 40.0000 ' / in.
PLOT DATE = 11/4/2020
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-
10/30/2020
REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA. TO STA.
996
ILLINOIS FED. AID PROJECT
COUNTYSHEET
NO.
TOTAL
SHEETSF.A.U.
09-00933-01-BR
SECTIONRTE.
7448 MACON
CONTRACT NO. XXXX(XXX)
PHONE: (217) 775-6065
DECATUR, IL 62526
345 EAST ASH AVENUE, SUITE B
662
664
666
668
670
672
674
676
678
680
682
684
686
688
690
692
694
696
68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50
73+00 73+50
673.0
7
672.8
4
672.6
4
672.4
5
672.3
1
672.1
8
672.1
0
672.1
6
672.3
0
672.4
3
672.4
6
672.3
7
679.2
6
677.0
7
675.2
7
673.8
5
672.8
2
672.1
8
671.9
2
672.0
4
672.2
5
672.4
6
672.6
7
672.7
3
VPI
ST
A.
69
+60.0
0
ELE
VA
TIO
N 671.2
4
-5.00%
+0.42%
350.00' V.C.
K = 65
+0.42%
+35.0
0 E
L.
671.9
8
+00.0
0 E
L.
672.6
7
K = 84
120.00' V.C.
662
664
666
668
670
672
674
676
678
680
682
684
686
688
690
692
694
696
ROADWAY PROFILE
BRUSH COLLEGE ROAD
MA
TC
H LIN
E S
TA 68
+00.0
0 (P
R £ B
RU
SH)
MA
TC
H LIN
E S
TA 73
+50.0
0 (P
R £ B
RU
SH)
996 116
73+50.0068+00.0051"=20H':2V'
WBS
LMB
LMB
21
EX E
L
PR E
L
EX GROUND
PR PGL
PR RETAINING WALL (SN 058-W004)
STA 69+25.33
WALL (SN 058-W004)
END PR RETAINING
EL = 674.28
STA 69+33.38
PR £ E HARRISON (EAST)
EL = 672.56
STA 72+74.77
PR £ E HARRISON (WEST)
-
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE B
OO
K
NO.
PL
AN
ALIG
NM
EN
T C
HE
CK
ED
RT.
OF
WA
Y C
HE
CK
ED
CA
DD FIL
E N
AM
E
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES C
HE
CK
ED
B.M.
NO
TE
D
ST
RU
CT
UR
E N
OT
AT'N
S C
H'K
D
BY
DA
TE
NO
TE B
OO
K
NO.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Defa
ult
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
1_
AE
CO
M\R
oad
way\6
0603202_S
HT_Profile
_06_Brush-0
6.d
gn
FIL
E N
AM
E:
MO
DE
L:
USER NAME = dishevaz
PLOT SCALE = 40.0000 ' / in.
PLOT DATE = 11/4/2020
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-
10/30/2020
REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA. TO STA.
996
ILLINOIS FED. AID PROJECT
COUNTYSHEET
NO.
TOTAL
SHEETSF.A.U.
09-00933-01-BR
SECTIONRTE.
7448 MACON
CONTRACT NO. XXXX(XXX)
PHONE: (217) 775-6065
DECATUR, IL 62526
345 EAST ASH AVENUE, SUITE B
662
664
666
668
670
672
674
676
678
680
682
684
686
688
690
692
694
696
73+50 74+00 74+50
672.3
7
672.1
8
672.0
1
671.9
2
671.9
2
672.0
7
672.2
9
672.7
3
672.4
9
672.0
6
671.8
6
75+00
VPI
ST
A.
73
+60.0
0
ELE
VA
TIO
N 672.9
2
+0.42% -1.01%
120.00' V.C.
K = 84
VPI
ST
A.
74
+80.0
0
ELE
VA
TIO
N 671.7
1
-1.01% +0.30%
120.00' V.C.
K = 92
671.9
0
+20.0
0 E
L.
672.3
2+
20.0
0 E
L.
672.3
2
+40.0
0 E
L.
671.8
9
662
664
666
668
670
672
674
676
678
680
682
684
686
688
690
692
694
696
ROADWAY PROFILE
BRUSH COLLEGE ROAD
MA
TC
H LIN
E S
TA 73
+50.0
0 (P
R £ B
RU
SH)
117
74+75.0073+50.0061"=20H':2V'
WBS
LMB
LMB
21
EX E
L
PR E
L
EX GROUND
PR PGL
STA 75+44.21
END PROFILE
-
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE B
OO
K
NO.
PL
AN
ALIG
NM
EN
T C
HE
CK
ED
RT.
OF
WA
Y C
HE
CK
ED
CA
DD FIL
E N
AM
E
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES C
HE
CK
ED
B.M.
NO
TE
D
ST
RU
CT
UR
E N
OT
AT'N
S C
H'K
D
BY
DA
TE
NO
TE B
OO
K
NO.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Defa
ult
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
1_
AE
CO
M\R
oad
way\6
0603202_S
HT_Profile
_07_Faries-0
1.d
gn
FIL
E N
AM
E:
MO
DE
L:
USER NAME = dishevaz
PLOT SCALE = 40.0000 ' / in.
PLOT DATE = 11/4/2020
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-
10/30/2020
REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA. TO STA.
996
ILLINOIS FED. AID PROJECT
COUNTYSHEET
NO.
TOTAL
SHEETSF.A.U.
09-00933-01-BR
SECTIONRTE.
7448 MACON
CONTRACT NO. XXXX(XXX)
PHONE: (217) 775-6065
DECATUR, IL 62526
345 EAST ASH AVENUE, SUITE B
658
660
662
664
666
668
670
672
674
676
678
676.1
7
VPI STA. 208+00.00
ELEVATION 673.20
-1.05%
160.00' V.C.
K = 70
+20.0
0 E
L.
674.0
5
204+50 205+00 205+50 206+00 206+50 207+00 207+50 208+00
676.2
1
676.6
1
676.4
0
675.5
3
674.6
9
674.2
7
673.5
9
674.0
6
675.8
4
675.3
1
674.7
9
674.2
6
673.8
0
673.6
6
658
660
662
664
666
668
670
672
674
676
678
ROADWAY PROFILE
FARIES PARKWAY
MA
TC
H LIN
E S
TA 208+
00.0
0 (P
R £ F
ARIE
S)
71"=20H':2V' 204+50.00 208+00.00
118
WBS
LMB
LMB
21
EX E
L
PR E
L
PR PGL
EX GROUND
STA 205+18.73
BEGIN PROFILE
-
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE B
OO
K
NO.
PL
AN
ALIG
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EN
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HE
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ED
RT.
OF
WA
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CA
DD FIL
E N
AM
E
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES C
HE
CK
ED
B.M.
NO
TE
D
ST
RU
CT
UR
E N
OT
AT'N
S C
H'K
D
BY
DA
TE
NO
TE B
OO
K
NO.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Defa
ult
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
1_
AE
CO
M\R
oad
way\6
0603202_S
HT_Profile
_08_Faries-0
2.d
gn
FIL
E N
AM
E:
MO
DE
L:
USER NAME = dishevaz
PLOT SCALE = 40.0000 ' / in.
PLOT DATE = 11/4/2020
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-
10/30/2020
REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA. TO STA.
996
ILLINOIS FED. AID PROJECT
COUNTYSHEET
NO.
TOTAL
SHEETSF.A.U.
09-00933-01-BR
SECTIONRTE.
7448 MACON
CONTRACT NO. XXXX(XXX)
PHONE: (217) 775-6065
DECATUR, IL 62526
345 EAST ASH AVENUE, SUITE B
658
660
662
664
666
668
670
672
674
676
678
+1.23%V
PI
ST
A.
209+
40.0
0
ELE
VA
TIO
N 674.9
2
+1.23%+0.30%
60.00' V.C.
K = 65
VPI
ST
A.
209+
72.0
4
ELE
VA
TIO
N 675.0
2
+0.30% +0.10%
VPI
ST
A.
209+
91.4
0
ELE
VA
TIO
N 675.0
4
-0.30%
VPI
ST
A.
210+
10.0
0
ELE
VA
TIO
N 674.9
8
-0.30% +0.35%
+0.35%
+80.0
0 E
L.
674.1
9
+10.0
0 E
L.
674.5
6
+70.0
0 E
L.
675.0
1
+40.0
0 E
L.
675.7
9
VPI STA. 208+00.00
ELEVATION 673.20
K = 70
160.00' V.C.
K = 155
200.00' V.C.
208+00 208+50 209+00 209+50 210+00 210+50 211+00 211+50 212+00
212+50 213+00
674.0
6
673.9
6
674.4
8
674.9
7
675.0
0
674.9
8
675.0
2
675.4
2
675.7
4
675.8
9
675.7
3
673.6
6
673.8
8
674.4
3
674.9
2
675.0
1
675.1
2
675.3
0
675.4
7
675.6
5
675.8
2
675.8
8
658
660
662
664
666
668
670
672
674
676
678
ROADWAY PROFILE
FARIES PARKWAY
MA
TC
H LIN
E S
TA 208+
00.0
0 (P
R £ F
ARIE
S)
MA
TC
H LIN
E S
TA 213+
25.0
0 (P
R £ F
ARIE
S)
119
213+25.00208+00.0081"=20H':2V'
WBS
LMB
LMB
21
EX E
L
PR E
L
EX ¡ IC RR TRACK
EX GROUND
PR PGL
(SN 058-9202)
BRIDGE PIER
WEST EDGESTRUCTURE
BRIDGE
CLEARANCE TO
" MIN8723'-4
PR £ BRUSH
(SN 058-9202)
BRIDGE PIER
EAST EDGE
-
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE B
OO
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NO.
PL
AN
ALIG
NM
EN
T C
HE
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ED
RT.
OF
WA
Y C
HE
CK
ED
CA
DD FIL
E N
AM
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PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES C
HE
CK
ED
B.M.
NO
TE
D
ST
RU
CT
UR
E N
OT
AT'N
S C
H'K
D
BY
DA
TE
NO
TE B
OO
K
NO.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Defa
ult
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
1_
AE
CO
M\R
oad
way\6
0603202_S
HT_Profile
_09_Faries-0
3.d
gn
FIL
E N
AM
E:
MO
DE
L:
USER NAME = dishevaz
PLOT SCALE = 40.0000 ' / in.
PLOT DATE = 11/4/2020
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-
10/30/2020
REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA. TO STA.
996
ILLINOIS FED. AID PROJECT
COUNTYSHEET
NO.
TOTAL
SHEETSF.A.U.
09-00933-01-BR
SECTIONRTE.
7448 MACON
CONTRACT NO. XXXX(XXX)
PHONE: (217) 775-6065
DECATUR, IL 62526
345 EAST ASH AVENUE, SUITE B
658
660
662
664
666
668
670
672
674
676
678
VPI
ST
A.
213+
40.0
0
ELE
VA
TIO
N 676.1
4
+0.35% -0.94%
200.00' V.C.
K = 155
+40.0
0 E
L.
675.2
0
213+50 214+00 214+50 215+00 215+50 216+00 216+50 217+00 217+50
218+00 218+50 219+00
675.4
8
675.1
1
674.5
8
674.1
3
673.5
9
673.1
4
672.7
4
672.2
7
671.8
4
671.4
6
671.3
0
670.4
4
675.7
8
675.5
2
675.1
0
674.6
3
674.1
6
673.6
9
673.2
2
672.7
5
672.2
8
671.8
1
671.3
4
670.8
7
658
660
662
664
666
668
670
672
674
676
678
ROADWAY PROFILE
FARIES PARKWAY
MA
TC
H LIN
E S
TA 219+
00.0
0 (P
R £ F
ARIE
S)
MA
TC
H LIN
E S
TA 213+
25.0
0 (P
R £ F
ARIE
S)
WBS
LMB
LMB
9 213+25.00 219+00.00
120
1"=20H':2V' 21
EX E
L
PR E
L
PR PGL
EX GROUND
EL = 674.85
PR £ JUG
-
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE B
OO
K
NO.
PL
AN
ALIG
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EN
T C
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CK
ED
RT.
OF
WA
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CA
DD FIL
E N
AM
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PR
OFIL
ES
UR
VE
YE
D
PL
OT
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D
GR
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ES C
HE
CK
ED
B.M.
NO
TE
D
ST
RU
CT
UR
E N
OT
AT'N
S C
H'K
D
BY
DA
TE
NO
TE B
OO
K
NO.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Defa
ult
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
1_
AE
CO
M\R
oad
way\6
0603202_S
HT_Profile
_10_Faries-0
4.d
gn
FIL
E N
AM
E:
MO
DE
L:
USER NAME = dishevaz
PLOT SCALE = 40.0000 ' / in.
PLOT DATE = 11/4/2020
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-
10/30/2020
REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA. TO STA.
996
ILLINOIS FED. AID PROJECT
COUNTYSHEET
NO.
TOTAL
SHEETSF.A.U.
09-00933-01-BR
SECTIONRTE.
7448 MACON
CONTRACT NO. XXXX(XXX)
PHONE: (217) 775-6065
DECATUR, IL 62526
345 EAST ASH AVENUE, SUITE B
652
654
656
658
660
662
664
666
668
670
672
674
676
678
VPI
ST
A.
223+
70.0
0
ELE
VA
TIO
N 666.4
6
-0.94%-3.30%
120.00' V.C.
K = 51
+10.0
0 E
L.
667.0
2
+30.0
0 E
L.
664.4
8
+75.0
0 E
L.
662.9
9
219+00 219+50 220+00 220+50 221+00 221+50 222+00 222+50 223+00
223+50 224+00 224+50
670.4
4
670.0
0
669.8
2
669.0
9
669.0
6
668.1
1
667.8
1
666.8
8
666.4
4
665.0
8
664.3
1
663.2
3
670.8
7
670.4
0
669.9
3
669.4
6
668.9
9
668.5
2
668.0
5
667.5
8
667.1
1
666.4
9
665.3
8
663.8
2
652
654
656
658
660
662
664
666
668
670
672
674
676
678
ROADWAY PROFILE
FARIES PARKWAY
MA
TC
H LIN
E S
TA 224+
75.0
0 (P
R £ F
ARIE
S)
MA
TC
H LIN
E S
TA 219+
00.0
0 (P
R £ F
ARIE
S)
WBS
LMB
LMB
1"=20H':2V' 10 219+00.00 224+75.00
121
21
EX E
L
PR E
L
PR PGL
EX GROUND
EL = 666.07
PR £ JAMES
-
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE B
OO
K
NO.
PL
AN
ALIG
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EN
T C
HE
CK
ED
RT.
OF
WA
Y C
HE
CK
ED
CA
DD FIL
E N
AM
E
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES C
HE
CK
ED
B.M.
NO
TE
D
ST
RU
CT
UR
E N
OT
AT'N
S C
H'K
D
BY
DA
TE
NO
TE B
OO
K
NO.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Defa
ult
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
1_
AE
CO
M\R
oad
way\6
0603202_S
HT_Profile
_11_Faries-0
5.d
gn
FIL
E N
AM
E:
MO
DE
L:
USER NAME = dishevaz
PLOT SCALE = 40.0000 ' / in.
PLOT DATE = 11/4/2020
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-
10/30/2020
REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA. TO STA.
996
ILLINOIS FED. AID PROJECT
COUNTYSHEET
NO.
TOTAL
SHEETSF.A.U.
09-00933-01-BR
SECTIONRTE.
7448 MACON
CONTRACT NO. XXXX(XXX)
PHONE: (217) 775-6065
DECATUR, IL 62526
345 EAST ASH AVENUE, SUITE B
646
648
650
652
654
656
658
660
662
664
666
668
670
672
674
676
678
225+00 225+50 226+00 226+50 227+00 227+50 228+00 228+50 229+00
229+50 230+00 230+50
661.6
1
659.8
2
658.0
9
656.8
9
656.3
5
656.0
1
655.7
5
656.0
4
656.3
8
656.9
3
657.8
0
658.7
7
662.1
9
660.7
7
659.5
6
658.5
8
657.8
2
657.2
8
656.9
6
656.8
7
657.0
0
657.3
5
657.9
2
658.7
2
VPI
ST
A.
228+
00.0
0
ELE
VA
TIO
N 652.2
7
-3.30%+2.
48%
650.00' V.C.
K = 112
+75.0
0 E
L.
662.9
9
646
648
650
652
654
656
658
660
662
664
666
668
670
672
674
676
678
ROADWAY PROFILE
FARIES PARKWAY
MA
TC
H LIN
E S
TA 224+
75.0
0 (P
R £ F
ARIE
S)
MA
TC
H LIN
E S
TA 230+
50.0
0 (P
R £ F
ARIE
S)
122
230+50.00224+75.00111"=20H':2V'
WBS
LMB
LMB
21
EX E
L
PR E
L
PR PGL
EX GROUND
-
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE B
OO
K
NO.
PL
AN
ALIG
NM
EN
T C
HE
CK
ED
RT.
OF
WA
Y C
HE
CK
ED
CA
DD FIL
E N
AM
E
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES C
HE
CK
ED
B.M.
NO
TE
D
ST
RU
CT
UR
E N
OT
AT'N
S C
H'K
D
BY
DA
TE
NO
TE B
OO
K
NO.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Defa
ult
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
1_
AE
CO
M\R
oad
way\6
0603202_S
HT_Profile
_12_Faries-0
6.d
gn
FIL
E N
AM
E:
MO
DE
L:
USER NAME = dishevaz
PLOT SCALE = 40.0000 ' / in.
PLOT DATE = 11/4/2020
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-
10/30/2020
REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA. TO STA.
996
ILLINOIS FED. AID PROJECT
COUNTYSHEET
NO.
TOTAL
SHEETSF.A.U.
09-00933-01-BR
SECTIONRTE.
7448 MACON
CONTRACT NO. XXXX(XXX)
PHONE: (217) 775-6065
DECATUR, IL 62526
345 EAST ASH AVENUE, SUITE B
648
650
652
654
656
658
660
662
664
666
668
670
672
674
676
678
VPI
ST
A.
232+
50.0
0
ELE
VA
TIO
N 663.4
3
+2.48%
+1.21%
120.00' V.C.
K = 95
666.9
7
+25.0
0 E
L.
660.3
3
+90.0
0 E
L.
661.9
4
+10.0
0 E
L.
664.1
6
650.00' V.C.
K = 112
230+50 231+00 231+50 232+00 232+50 233+00 233+50 234+00 234+50
235+00 235+50 236+00
658.7
7
659.8
7
661.0
3
662.0
8
663.0
3
663.8
9
664.6
2
665.2
9
665.8
8
666.4
8
667.0
5
667.6
1
658.7
2
659.7
3
660.9
5
662.1
8
663.2
4
664.0
3
664.6
4
665.2
5
665.8
6
666.4
6
648
650
652
654
656
658
660
662
664
666
668
670
672
674
676
678
ROADWAY PROFILE
FARIES PARKWAY
MA
TC
H LIN
E S
TA 230+
50.0
0 (P
R £ F
ARIE
S)
1"=20'H:2'V 12 230+50.00 237+00.00
123LMB
LMB
WBS
21
EX E
L
PR E
L
PR PGLEX GROUND
STA 235+41.47
END PROFILE
-
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES C
HE
CK
ED
B.M.
NO
TE
D
ST
RU
CT
UR
E N
OT
AT'N
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H'K
D
BY
DA
TE
NO
TE B
OO
K
NO.
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE B
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NO.
PL
AN
ALIG
NM
EN
T C
HE
CK
ED
RT.
OF
WA
Y C
HE
CK
ED
CA
DD FIL
E N
AM
E
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Defa
ult
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
1_
AE
CO
M\R
oad
way\6
0603202_S
HT_Profile
_13_Ju
g-0
1.d
gn
FIL
E N
AM
E:
MO
DE
L: 996
PLOT SCALE =
= 11/4/2020
dishevazUSER NAME
40.0000 ' / in.
=
PLOT DATE 10/30/2020
-CHECKED
DATE -
-DESIGNED
DRAWN -
REVISED
REVISED
-
REVISED
-
-
REVISED
- SCALE: SHEET OF SHEETS STA. TO STA.
F.A.U.
RTE.
7448 09-00933-01-BR
SECTION
ILLINOIS FED. AID PROJECT
CONTRACT NO. XXXX(XXX)
MACON
COUNTYSHEETS
TOTAL SHEET
NO.
PHONE: (217) 775-6065
DECATUR, IL 62526
345 EAST ASH AVENUE, SUITE B
674
676
678
680
682
684
686
688
674.8
6
674.9
0
675.0
7
675.3
8
675.3
6
675.7
1
676.2
0
676.5
8
677.6
3
679.3
6
300+00 300+50 301+00 301+50 302+00 302+50 303+00 303+50 304+00
304+50
688.0
3
687.2
9
686.5
5
685.8
1
685.0
3
683.9
0
682.3
8
680.7
0
679.0
2
677.3
4
688.0
3
VPI
ST
A.
302+
35.0
0
ELE
VA
TIO
N 684.5
6
-1.48%
-3.35%
120.00' V.C.
K = 64
+75.0
0 E
L.
685.4
4
+95.0
0 E
L.
682.5
4
+50.0
0 E
L.
677.3
4
668
670
672
674
676
678
680
682
679.3
6
679.0
1
679.0
4
678.6
7
678.8
5
678.9
5
678.5
7
674.0
4
304+50 305+00 305+50 306+00 306+50 307+00 307+50 308+00
677.3
4
675.8
5
674.7
2
673.9
5
673.5
4
673.4
9
673.8
1
674.5
6
VPI
ST
A.
306+
00.0
0
ELE
VA
TIO
N 672.3
1
-3.35%+1.00%
300.00' V.C.
K = 69
VPI
ST
A.
307+
75.2
4
ELE
VA
TIO
N 674.0
7
+1.00%+2.0
0%
674.8
5
+50.0
0 E
L.
677.3
4
+50.0
0 E
L.
673.8
1
674
676
678
680
682
684
686
688
668
670
672
674
676
678
680
682
ROADWAY PROFILE
JUG HANDLE CONNECTOR ROAD
MA
TC
H LIN
E S
TA 304+
50.0
0 (P
R £ JU
G)
MA
TC
H LIN
E S
TA 304+
50.0
0 (P
R £ JU
G)
308+00.00300+00.00131"=20'H:2'V
WBS
LMB
LMB
21
124
EX E
L
PR E
L
EX E
L
PR E
L
EX GROUND
PR PGL
PR PGL
EX GROUND
STA 308+14.25
END OF PROFILE
STA 300+00.00
BEGIN PROFILE
EL = 688.03
PR £ BRUSH
EL = 678.35
PR £ LOGAN
EL = 674.85
PR £ FARIES
-
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE B
OO
K
NO.
PL
AN
ALIG
NM
EN
T C
HE
CK
ED
RT.
OF
WA
Y C
HE
CK
ED
CA
DD FIL
E N
AM
E
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES C
HE
CK
ED
B.M.
NO
TE
D
ST
RU
CT
UR
E N
OT
AT'N
S C
H'K
D
BY
DA
TE
NO
TE B
OO
K
NO.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Defa
ult
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\R
oad
way\6
0603202_S
HT_Profile
_Logan-0
1.d
gn
FIL
E N
AM
E:
MO
DE
L:
USER NAME = rallender
PLOT SCALE = 40.0000 ' / in.
PLOT DATE = 10/30/2020
DESIGNED
DRAWN
CHECKED
DATE -
-
-
-
10/30/2020
REVISED
REVISED
REVISED
REVISED -
-
-
-
SCALE: SHEET OF SHEETS STA. TO STA.
996
ILLINOIS FED. AID PROJECT
COUNTYSHEET
NO.
TOTAL
SHEETSF.A.U.
09-00933-01-BR
SECTIONRTE.
7448 MACON
CONTRACT NO. XXXX(XXX)
680
664
666
668
670
672
674
676
678
680
664
666
668
670
672
674
676
678
600+00 600+50 601+00 601+50
679.2
5
677.6
3
677.3
7
677.5
3
677.6
8
677.5
9
677.9
6
677.5
7
677.2
7
677.1
1
677.0
8
677.1
6
VPI
ST
A.
600+
42.0
4
ELE
VA
TIO
N 677.6
9
-1.57%-1.57%
678.1
6
VPI
ST
A.
600+
90.0
0
ELE
VA
TIO
N 676.9
4
-1.57% +0.39%
90.00' V.C.
K = 46
ex = 0.22'
+45.0
0 E
L.
677.6
4
+35.0
0 E
L.
677.1
1+
35.0
0 E
L.
677.1
1
ROADWAY PROFILE
E LOGAN STREET125
-
-
-
MA
TC
H LIN
E S
TA 601+
50.0
0
1"=20H'/2V' 14 23 601+50.00 607+50.00
EX GROUND
PR PGL
-
NOGAP550600
202
SU
RV
EY
ED
PL
OT
TE
D
BY
DA
TE
NO
TE B
OO
K
NO.
PL
AN
ALIG
NM
EN
T C
HE
CK
ED
RT.
OF
WA
Y C
HE
CK
ED
CA
DD FIL
E N
AM
E
PR
OFIL
ES
UR
VE
YE
D
PL
OT
TE
D
GR
AD
ES C
HE
CK
ED
B.M.
NO
TE
D
ST
RU
CT
UR
E N
OT
AT'N
S C
H'K
D
BY
DA
TE
NO
TE B
OO
K
NO.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
Defa
ult
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\R
oad
way\6
0603202_S
HT_Profile
_Logan-0
2 .d
gn
FIL
E N
AM
E:
MO
DE
L:
USER NAME = rallender
PLOT SCALE = 40.0000 ' / in.
PLOT DAT
