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6/12/2020
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DRAWN -
REVISED
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-
REVISED
-
-
REVISED
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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
PHONE: (217) 875-4800 FAX: (217) 875-3577
DECATUR, IL 62526-6161
345 EAST ASH AVENUE, SUITE B
AERIAL CABLE
C
363
ABBREVIATIONS
DESCRIPTIONABBREVIATION
RL-01
ALUMINUM POLE40' M.H., 12' MA, LED LUMINAIRE, 240VPROPOSED LIGHTING UNIT
MOUNTED ON TRAFFIC SIGNAL POLE
40' M.H., 12' MA, LED LUMINAIRE, 240V
PROPOSED COMBINATION LIGHTING UNIT
INDICATED BY ARROW)
DISTRIBUTION PATTERN DIRECTION AS
LED, TYPE AS SHOWN ON PLANS (PRIMARY
UNDERPASS LUMINAIRE:
MANHOLE
TYPE S2:
TYPE S1:
TYPE C1:
TYPE E2:
TYPE E1:
ELECTRIC HANDHOLE: TYPE AS INDICATED
30"x30"x36"
PRECAST CONCRETE-HEAVY DUTY SPECIAL,
22"x22"x36"
PRECAST CONCRETE-HEAVY DUTY,
"x57"81"x328
5COMMUNICATIONS VAULT, 49
22"x22"x30", IDOT STANDARD 814001
PRECAST CONCRETE-HEAVY DUTY,
IDOT STANDARD 814001
PRECAST CONCRETE, 21.5"x21.5"x30",
DOUBLE HANDHOLE
ON PLANS
JUNCTION BOX: TYPE AND SIZE AS INDICATED
ON PLANS
PULL BOX: TYPE AND SIZE AS INDICATED
TELEPHONE CONNECTION
PAD MOUNTED ELECTRIC UTILITY TRANSFORMER
GROUND ROD
(RATING AS INDICATED)
MAIN SERVICE FUSED DISCONNECT SWITCH
PHOTOCELLPC
P
T
J
H
H
H
M
LED
C
LIGHTING UNIT NUMBER
CIRCUIT DESIGNATION
CONTROLLER DESIGNATION
STA. 1700+00, 65' RT
WA3
1 1/4" UD
CKTS. C&D: 3#2, 1#4 GND,
BELOW PAVEMENT4" RGC CONDUIT SLEEVE
H
TYPE DESIGNATION
HANDHOLE NUMBER
TYPE E1
HHXX
J
JB, SS, 18"x18"x8" ATS
DUCTBANK LENGTH
CONDUIT WITH CABLE OR UNITDUCT
CONDUIT-SPARE
150LF
PROPOSED CITY CONTROLLER
STA. 1528+10, 160LT
SIGN STRUCTURE NUMBER
CONTROLLER DESIGNATION
NUMBER OF LUMINAIRES
6
W1
CONDUIT TURNED UP
CONDUIT TURNED DOWN
(NUMBER, TYPE, AND SIZE OF DUCTS AS SHOWN)
CONDUIT DUCTBANK, UNLESS NOTED OTHERWISE.
UNDERGROUND REINFORCED CONCRETE ENCASED
SLEEVE, INSTALLED BELOW PAVEMENT
RIGID GALVANIZED STEEL CONDUIT
UNDERGROUND WITHOUT ENCASEMENT
RACEWAY OR DIRECT BURIAL CABLE
EXPOSED CONDUIT
RACEWAY EMBEDDED IN STRUCTURE
FLEXIBLE CONDUIT
CITY MAINTAINED
100A, 120/240V, 1-PH, 3 WIRE
PROPOSED LIGHTING CONTROLLER CABINET
DETECTOR LOOPOR
FBS
M
MICROWAVE DETECTOR
CLOSED CIRCUIT TELEVISION CAMERA
FLASHING BEACON SIGN
DYNAMIC MESSAGE SIGN
LIGHTED SIGN STRUCTURE-BRIDGE MOUNT TYPE
LIGHTED SIGN STRUCTURE-TRUSS TYPE
INDICATED - TYP.)
(NUMBER OF FLUORESCENT FIXTURES AS
LIGHTED SIGN STRUCTURE-CANTILEVER TYPE
4
6
6
1 12N.T.S
GENERAL ELECTRICAL CALLOUTS
ELECTRICAL SYMBOLS FOR PROPOSED WORK
MAE
CAM
WDS
XFMR
WP
U.N.O.
UG
UD
TYP.
TUR
TRR
TR
TMP
T
STRUCT
STA
SS
SPACE
SPARE
SEL SW
RT
RGC
RECP
RR
R
PT
PVCC RGC
PVC
PNL
PH, �PB
P
NO. #
MW
MTG HT
MM
MA
M
LTG
LTFMC
LT
KW
KVA
JB
IDOT
HPS
HID
GND
GFCI
FU
FND PW
FND MET
FND CON OS
FND CON
FND BW OS
FND BW
FT
ETR
ET
ER
EOP
EM
ECA
E
DP
DIA
DC
DA
CT
CP
CNC
CM
CLC
¡
CKT
CB
BOE
£
ATS
A/R
AFG
A.D.A.
A/C
AC
TRANSFORMER
WOOD POLE
UNLESS NOTED OTHERWISE
UNDERGROUND
UNIT DUCT
TYPICAL
TO BE REMOVED
TEMPORARY UNIT ON UTILITY POLE
AND RELOCATED
TEMPORARY UNIT TO BE REMOVED
SALVAGE EQUIPMENT AS SPECIFIED
TEMPORARY UNIT TO BE REMOVED,
TEMPORARY
TEMPORARY LIGHTING UNIT
STRUCTURE
STATION
STAINLESS STEEL
SPACE
SPARE
SELECTOR SWITCH
RIGHT
RIGID GALVANIZED STEEL CONDUIT
RECEPTACLE
EXISTING UNIT TO BE REMOVED AND RELOCATED
EXISTING UNIT TO BE REMOVED (OWNER SALVAGED U.N.O.)
POTENTIAL TRANSFORMER
PVC COATED RIGID GALVANIZED STEEL CONDUIT
POLYVINYL CHLORIDE
PANEL
PHASE
PUSH BUTTON
PROPOSED
NUMBER
MESSENGER WIRE
MOUNTING HEIGHT
MILLIMETER
MAST ARM
METER
LIGHTING
LIQUIDTIGHT FLEXIBLE METAL CONDUIT
LEFT
KILOWATTS
KILOVOLT-AMPERE
JUNCTION BOX
ILLINOIS DEPARTMENT OF TRANSPORTATION
HIGH PRESSURE SODIUM
HIGH INTENSITY DISCHARGE
GROUND
GROUND FAULT CIRCUIT INTERRUPTER
FUSE
FOUNDATION PARAPET WALL
FOUNDATION METAL
FOUNDATION CONCRETE OFFSET
FOUNDATION CONCRETE
FOUNDATION BARRIER WALL OFFSET
FOUNDATION BARRIER WALL
FEET OR FOOT
EXISTING TEMPORARY RELOCATED UNIT
EXISTING TEMPORARY UNIT TO REMAIN
EXISTING RELOCATED UNIT IN PROPOSED LOCATION
EDGE OF PAVEMENT
BALLAST OR MAST ARM)
EXISTING UNIT TO BE MODIFIED (e.g. NEW LUMINAIRE,
ELECTRIC CABLE ASSEMBLY
EXISTING UNIT TO REMAIN
DISTRIBUTION PANEL
DIAMETER
DIRECT CURRENT
DAVIT ARM
CURRENT TRANSFORMER
CONTROL PANEL
COILABLE NONMETALLIC CONDUIT
CENTIMETER
COMBINATION LIGHTING CONTROLLER
CENTERLINE
CIRCUIT
CIRCUIT BREAKER
IDOT BUREAU OF ELECTRICITY
BASELINE
ATTACHED TO STRUCTURE
AERIAL CABLE TO BE REMOVED
ABOVE FINISHED GRADE
AMERICANS WITH DISABILITIES ACT
AERIAL CABLE
ALTERNATING CURRENT
ELECTRICAL SYMBOLS AND ABBREVIATIONS
PROPOSED LIGHTING PLAN
ELECTRIC UTILITY POLE
GENERAL NOTES:
ROADWAY, IF NEEDED, TO GET OUT OF FLOW LINE.
THE POLES SHALL BE KEPT OUT OF DITCH AREA AND PLACED CLOSER TO THE
METER (20 FEET) OF VERTICAL CLEARANCE OVER THE ROADWAY AT ALL TIMES.
AND/OR PROPOSED ROADWAY, THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 6
WHEREVER THE TEMPORARY AERIAL CABLE IS REQUIRED TO CROSS AN EXISTING
ITEM.
ENGINEER. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE APPROPRIATE PAY
REMOVE EXISTING OBSTRUCTIONS AND FOUNDATIONS TO THE SATISFACTION OF THE
CONTRACTOR SHALL RESTORE ANY DAMAGE TO EXISTING SYSTEMS OR UTILITIES AND
SHALL NOTIFY THE ENGINEER FOR DIRECTION IN WRITING PRIOR TO EXCAVATION. THE
WHERE THE CONTRACTOR'S EXCAVATION MEETS AN OBSTRUCTION, THE CONTRACTOR
RACEWAY DEPTH WITH THE ELECTRICAL DETAILS AND THE ENGINEER.
NO ADDITIONAL COST TO THE STATE/CITY. THE CONTRACTOR SHALL COORDINATE
CONTRACTOR SHALL INCREASE DEPTH OF UNIT DUCT AND CONDUIT AS REQUIRED AT
ROADWAY UNDER DRAINS AND OTHER EXISTING AND PROPOSED UTILITIES. THE
DEPTH BELOW GRADE AND POSITIONED IN THE FIELD TO AVOID CONFLICT WITH
CONDUITS AND UNIT DUCTS SHALL BE INSTALLED AT A MINIMUM 760 MM (30 INCHES)
FACILITY.
PROPERTY OF THE STATE AND SHALL BE DELIVERED TO THE STATE MAINTENANCE
ALL LIGHTING EQUIPMENT REMOVED AS PART OF THIS CONTRACT SHALL REMAIN THE
PAYMENT WILL NOT BE MADE.
SHALL BE CONSIDERED INCLUDED IN THE APPLICABLE LUMINAIRE PAY ITEMS. SEPARATE
ROADWAY UNLESS OTHERWISE INDICATED OR DIRECTED BY THE ENGINEER. THIS WORK
ALL LUMINAIRES SHALL BE ORIENTED WITH THE OPTICS PERPENDICULAR TO THE
LUMINAIRE PAY ITEM. SEPARATE PAYMENT WILL NOT BE MADE.
THE COST OF THIS WORK AND MATERIAL SHALL BE INCLUDED IN THE APPLICABLE
THE SUPPLIER'S RECOMMENDATIONS AND IN ACCORDANCE WITH THE SPECIFICATIONS.
THE CONTRACTOR SHALL FURNISH AND INSTALL LUMINAIRES IN ACCORDANCE WITH
AND NOT TO REDUCED SIZE PLANS.
THE SCALE SHOWN ON PLAN DRAWINGS APPLIES ONLY TO THE FULL SIZE PLANS
SUPPLEMENTAL CONDITIONS.
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND ASSOCIATED
THE ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE IDOT
FIELD SHALL MEET WITH APPROVAL OF THE ENGINEER.
INDICATED DIAGRAMMATICALLY ON THE DRAWINGS. THE ACTUAL LOCATIONS IN THE
ALL NEW CONDUIT, UNIT DUCTS, DIRECT BURIAL CABLE, AND APPURTENANCES ARE
TO LUMP SUM ITEMS AND UNIT PRICE ITEMS.
CONDITIONS BEFORE BIDDING ON THIS PROJECT, SPECIFICALLY AS THEY RELATE
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ASCERTAIN EXISTING FIELD
DRAWINGS, WHICH WOULD AFFECT THE WORK UNDER THIS CONTRACT.
THE CONTRACTOR SHALL VERIFY ALL OF THE INFORMATION SHOWN ON THE CONTRACT
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
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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
PHONE: (217) 875-4800 FAX: (217) 875-3577
DECATUR, IL 62526-6161
345 EAST ASH AVENUE, SUITE B
7
364
(PR £ BRUSH)
SET BACK 5 FT.
STA. 47+35.78, 25.58' RT.
BCRJ05
(PR £ BRUSH)
SET BACK 5 FT.
STA. 49+29.42, 25.89' RT.
BCRI05
(PR £ BRUSH)
SET BACK 5 FT.
STA. 51+47.28, 40.03' RT.
BCRJ04
STA 46+59.43
PR £ BRUSH
BEGIN PROJECT LIMIT
EX ROW
EX ROW
EX SECTION LINE
EX IC RR TRACK
EX £ BRUSH
(PR £ BRUSH)
MOUNTED ON WALL
STA. 51+44.39, 30.21' LT.
BCRL02
PR RETAINING WALL
BRUSH COLLEGE RD
SCALE IN FEET
0 20 40
RL-02
52+00.001221"=20'
MAE
CAM
WDS
MA
TC
H LIN
E S
TA 52
+00.0
0 (P
R £ B
RU
SH)
PR ROW
2" PVC CONDUIT EIS
2-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
2-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
PROPOSED LIGHTING PLAN
BRUSH COLLEGE ROAD
46+59.43
WV
WV
WV
WV
AV
2036 2037 2038 2039 2040+00 2041 47 48
49
50+00
51
52
PR £ BRUSH
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-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
PHONE: (217) 875-4800 FAX: (217) 875-3577
DECATUR, IL 62526-6161
345 EAST ASH AVENUE, SUITE B
J
4"
2"
2"
2"
2"
2"
2"
2"
4" 4"
WV WV
AV
ONLY
ONLY
ONLYONLY
ONLY
2042 2043 2044 2045+00
2046
2047
300+
00
301
52 53 54 55+00 56 57
500+
00
501
365
SCALE IN FEET
0 20 40
MA
TC
H LIN
E S
TA 52
+00.0
0 (P
R £ B
RU
SH)
BRUSH COLLEGE RD
EX ROW
PR ROW
EX £ BRUSH
MA
TC
H LIN
E S
TA 57+
75.0
0 (P
R £ B
RU
SH)
MATCH LIN
E STA
301+
75.00 (P
R £ JU
G)
EX ROW
EX ROWEX ROW
EX ROW
JUG
HA
ND
LE C
ON
NE
CT
OR
PR RETAINING WALL
EX SECTION LINE
PR RETAINING WALL
EX IC RR TRACK
OLIV
E S
T
SUBSTATION
AMEREN ELECTRIC
BUILDING
(PR £ BRUSH)
SET BACK 5 FT.
STA. 53+45.65, 60.70' RT.
BCRI04
(PR £ JUG)
SET BACK 3 FT.
STA. 301+29.41, 105.32' LT.
BCRI01
(PR £ BRUSH)
MOUNTED ON WALL
STA. 53+45.77, 40.99' LT.
BCRK02
(PR £ BRUSH)
MOUNTED ON WALL
STA. 55+07.68, 51.11' LT.
BCRL01
(PR £ BRUSH)
MOUNTED ON WALL
STA. 56+40.90, 59.56' LT.
BCRK01
(PR £ BRUSH)
MOUNTED ON WALL
STA. 57+50.22, 63.81' LT.
BCRC01
(PR £ JUG)
STA. 300+58.41, 40.27' LT.
BCRI02, BCRJ01
(PR £ JUG)
STA. 300+24.80, 57.60' RT.
BCRI03, BCRJ02
RL-03
C
C
C
C
(PR £ JUG)
MOUNTED ON WALL
STA. 300+83.02, 97.01' RT.
BCRJ03
MAE
WDS
CAM
1"=20' 57+75.0052+00.003 12
(PR £ BRUSH)
SET BACK 3 FT.
STA. 57+42.06, 60.01' RT.
BCRA01
(PR £ JUG)
STA. 301+29.74, 119.94' LT.
100A, 120/240V, 1-PH
LIGHTING CONTROLLER CABINET "BCR"
7
2" PVC CONDUIT EIS
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT EIS
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT EIS
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
PROPOSED LIGHTING PLAN
BRUSH COLLEGE ROAD
12"x12"x6" SS JB ATS
PR £ BRUSH
PR £ JUG
PR £ CUL
PR CONCRETE BARRIER
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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
PHONE: (217) 875-4800 FAX: (217) 875-3577
DECATUR, IL 62526-6161
345 EAST ASH AVENUE, SUITE B
J
4" 4" 4"4" 4" 4" 4" 4" 4" 4"
12"
12"
12"
12"
12"
12"
2"
2" 4"
VP
TS
VP
WV
WV
AV
RR RR
ONLY
ONLY
209
210
+00
211
212
2048 2049 2050+00 2051
159
160
+00
161
58
59
60+00
61 62
366
1"=20'
SCALE IN FEET
0 20 40
EX ROW
PR ROW
EX £ BRUSH
MA
TC
H LIN
E S
TA 57+
75.0
0 (P
R £ B
RU
SH)
MA
TC
H LIN
E S
TA 62
+50.0
0 (P
R £ B
RU
SH)
EX ROW
EX ROW
EX ROW
EX ROW
EX ROW
FA
RIE
S P
AR
KW
AY
AB
UT
ME
NT
SO
UT
H
PIE
R
AB
UT
ME
NT
NO
RT
H
PR STRUCTURE
EX SECTION LINE
PR RETAINING WALL
EX IC RR TRACK
TRACK
EX NS RR
ADM PROPERTY
(PR £ BRUSH)
SET BACK 3 FT.
STA. 59+30.00, 52.83' RT.
BCRB01
(PR £ BRUSH)
MOUNTED ON WALL
STA. 59+40.00, 41.02' LT.
BCRD01
RL-04
(PR £ BRUSH)
BRIDGE PARAPET MOUNTED
STA. 61+24.00, 26.58' LT.
BCRC02
(PR £ BRUSH)
BRIDGE PARAPET MOUNTED
STA. 61+24.00, 26.69' RT.
BCRA02
MAE
CAM
WDS
62+50.0057+75.004 12
7
2" PVC CONDUIT EIS
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT EIS
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT EIS
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT EIS
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT EIS
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
PROPOSED LIGHTING PLAN
BRUSH COLLEGE ROAD
12"x12"x6" SS JB ATS
PR £ BRUSH
FARIES
PR £
PR RR GATE
PR RR GATE
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00-C
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AD\0
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ETS\0
1_
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0603202_S
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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
PHONE: (217) 875-4800 FAX: (217) 875-3577
DECATUR, IL 62526-6161
345 EAST ASH AVENUE, SUITE B
2" 2" 2" 2" 2" 2" 2" 2" 2" 2"
1‚
"1‚
"1‚
"
2" 2" 2" 2"
4" 4" 4" 4" 4" 4"
4" 4" 4" 4" 4" 4" 4" 4"
WV
WV
WV
WV
AV
AV
500
+00
501 502 2052 2053 2054
2055+00
2056
2057
63 64 65+00
66
67
68
7
367
SCALE IN FEET
0 20 40
PR ROW
EX £ BRUSH
MA
TC
H LIN
E S
TA 62
+50.0
0 (P
R £ B
RU
SH)
EX ROW
EX SECTION LINE
MA
TC
H LIN
E S
TA 68
+00.0
0 (P
R £ B
RU
SH)
BRUSH COLLEGE RD
EX ROW
PR RETAINING WALL
EX EASEMENT
EX EASEMENT
EX EASEMENT
PR TEMP EASEMENT
PR TEMP EASEMENT
PR TEMP EASEMENT
EX EASEMENT
PR PERM EASEMENT
PR RETAINING WALL
PR ROW
EX IC RR TRACK
CEMETERY
BUILDING
PEPSI
ADM PROPERTY
(PR £ BRUSH)
MOUNTED ON WALL
STA. 63+49.68, 26.69' LT.
BCRD02
(PR £ BRUSH)
MOUNTED ON WALL
STA. 65+46.53, 30.32' LT.
BCRC03
(PR £ BRUSH)
MOUNTED ON WALL
STA. 67+48.93, 33.68' LT.
BCRD03
RL-05
(PR £ BRUSH)
MOUNTED ON WALL
STA. 67+53.67, 32.71' RT.
BCRB03
(PR £ BRUSH)
MOUNTED ON WALL
STA. 65+54.12, 30.43' RT.
BCRA03
(PR £ BRUSH)
MOUNTED ON WALL
STA. 63+49.33, 25.71' RT.
BCRB02
MAE
CAM
WDS
1"=20' 68+00.0062+50.005 12
2" PVC CONDUIT EIS
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT EIS
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT EIS
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT EIS
4-1/C#8 & 1/C #8 GND IN
PROPOSED LIGHTING PLAN
BRUSH COLLEGE ROAD
EX EASEMENT
PR £ BRUSH
PR £ CEMETERY ACCESS
PR IC RR TRACK
=
PLOT SCALE =
= 6/12/2020
myerscUSER 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_Lig
hting_06_Brush-0
5
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
PHONE: (217) 875-4800 FAX: (217) 875-3577
DECATUR, IL 62526-6161
345 EAST ASH AVENUE, SUITE B
2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2"
4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4"
2"
2"
2"
2"
VP
VP
WV
WV
WVWV
LS
AV
RR
808
809
810
+00
2058 2059 2060+00 2061 2062 700
+00
701
1000
+00
68 69 70+00 71 72 73
7
368
SCALE IN FEET
0 20 40
PR ROW
EX £ BRUSH
EX ROW
EX SECTION LINE
MA
TC
H LIN
E S
TA 68
+00.0
0 (P
R £ B
RU
SH)
BRUSH COLLEGE RD
EX ROW
EX EASEMENT
PR TEMP EASEMENT
EX EASEMENT
PR PERM EASEMENT
MA
TC
H LIN
E S
TA 73
+50.0
0 (P
R £ B
RU
SH)
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
EX IC RR TRACK
ADM BUILDING
E H
AR
RIS
ON A
VE (W
ES
T LE
G)
(EA
ST LE
G)
E H
AR
RIS
ON A
VE
(PR £ BRUSH)
SET BACK 3 FT.
STA. 71+51.55, 35.58' LT.
BCRD04
(PR £ BRUSH)
SET BACK 3 FT.
STA. 71+51.36, 36.58' RT.
BCRB05
(PR £ BRUSH)
SET BACK 3 FT.
STA. 70+00.00, 36.81' RT.
BCRA05
(PR £ E HARRISON)
SET BACK 3 FT.
STA. 700+97.87, 26.00' RT.
BCRB04
RL-06
(PR £ BRUSH)
MOUNTED ON WALL
STA. 69+22.00, 33.71' LT.
BCRC04
(PR £ BRUSH)
MOUNTED ON WALL
STA. 68+30.22, 32.71' RT.
BCRA04
WDS
CAM
MAE
1"=20' 73+50.0068+00.006 12
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT EIS
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT EIS
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
PROPOSED LIGHTING PLAN
BRUSH COLLEGE ROAD
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
PR £ BRUSH
E HARRISON
PR £
HARRISON
PR £ E
PR IC RR TRACK
PR RR GATE
PR RR GATE
=
PLOT SCALE =
= 6/12/2020
myerscUSER 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_Lig
hting_07_Brush-0
6
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
PHONE: (217) 875-4800 FAX: (217) 875-3577
DECATUR, IL 62526-6161
345 EAST ASH AVENUE, SUITE B
2" 2" 2" 2" 2" 2" 2" 2"
4" 4" 4" 4" 4" 4"
VP
VPON
LYRR
2063 2064 2065+00 2066 2067 2068 74 75+00 76 77 78 79
7
369
SCALE IN FEET
0 20 40
1"=20'
EX £ BRUSH
73+50.00
EX SECTION LINEBRUSH COLLEGE RD
PR TEMP EASEMENT
MA
TC
H LIN
E S
TA 73
+50.0
0 (P
R £ B
RU
SH)
EX ROW
EX ROW
EX ROWPR PERM EASEMENT
STA 76+25.97
PR £ BRUSH
END PROJECT LIMIT
7 12
MAE
CAM
WDS
(PR £ BRUSH)
SET BACK 3 FT.
STA. 73+52.23, 51.20' LT.
BCRC05
(PR £ BRUSH)
SET BACK 3 FT.
STA. 73+52.21, 36.58' RT.
BCRA06
RL-07
(PR £ BRUSH)
STA. 75+51.56, 40.00' LT.
BCRD05
(PR £ BRUSH)
STA. 75+51.36, 35.75' RT.
BCRB06
2" PVC CONDUIT UG
2-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
2-1/C#8 & 1/C #8 GND IN
PROPOSED LIGHTING PLAN
BRUSH COLLEGE ROAD
PR IC RR TRACK
PR £ BRUSH
=
PLOT SCALE =
= 6/12/2020
myerscUSER 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_Lig
hting_08_Faries-0
3
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
PHONE: (217) 875-4800 FAX: (217) 875-3577
DECATUR, IL 62526-6161
345 EAST ASH AVENUE, SUITE B
ONLYONLY
ONLY
ONLY
ONLY
ONLY
ONLY
212 213 214 215+00 216
217
218
307
308
162 163
164 165+00
166
167
7
370
EX ROW
1"=20' 218+00.00
SCALE IN FEET
0 20 40
212+00.00
EX ROW
EX ROW
MATCH LINE STA 306+50.00 (PR £ JUG)
PR ROW
EX SECTION LINEFARIES PKWY
8 12
MAE
CAM
WDS
EX NS RR TRACK
CO
NN
EC
TO
R R
D
JUG H
AN
DLE
(PR £ FARIES)
SET BACK 3 FT.
STA. 213+74.38, 90.31' RT.
BCRG03
(PR £ JUGS)
SET BACK 3 FT.
STA. 307+11.71, 86.86' RT.
BCRE02
(PR £ FARIES)
SET BACK 3 FT.
STA. 216+66.63, 67.91' RT.
BCRE03
(PR £ FARIES)
SET BACK 3 FT.
STA. 216+64.64, 44.78' LT.
BCRF03
(PR £ FARIES)
SET BACK 3 FT.
STA. 215+30.00, 47.00' LT.
BCRE04
(PR £ FARIES)
SET BACK 3 FT.
STA. 214+38.04, 47.80' LT.
BCRF04
(PR £ FARIES)
SET BACK 3 FT.
STA. 212+78.23, 68.83' RT.
BCRH03
(PR £ JUG)
SET BACK 3 FT.
STA. 306+54.47, 66.33' LT.
BCRH01
ST
A 212
+00.0
0 (P
R £ F
ARIE
S)
ST
A 218+
00.0
0 (P
R £ F
ARIE
S)
(PR £ FARIES)
STA. 214+18.10, 47.61' RT.
BCRG02, BCRH02
RL-08(PR £ JUG)
STA. 307+53.97, 39.07' RT.
BCRF02
C C
C
C
C
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
2-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
2-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
PROPOSED LIGHTING PLAN
FARIES PARKWAY
(PR £ FARIES)
SET BACK 6.50 FT.
STA. 213+12.05, 48.08' LT.
BCRE05
PR £ FARIES
PR £ JUG
=
PLOT SCALE =
= 6/12/2020
myerscUSER 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_Lig
hting_09_Ju
g-0
1
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
PHONE: (217) 875-4800 FAX: (217) 875-3577
DECATUR, IL 62526-6161
345 EAST ASH AVENUE, SUITE B
2"
2"
2"
2"
2"
2"
2"
2"
2"
AV
ONLY
ONLY
ONLY
ONLY
ONLYONLY
ONLY
302
303
304
305+00
306
600
+00
601
7
371
SCALE IN FEET
0 20 40
1"=20'
MATC
H LIN
E ST
A 301+75.0
0 (P
R £ JU
G)
MATC
H LIN
E S
TA 3
06+50.0
0 (P
R £ JU
G)
PR ROW
EX ROW
EX ROW
301+75.00 306+50.00
PR RETAINING WALL
9 12
CAM
WDS
E LO
GA
N ST
JUG HANDLE CONNECTOR RD
MAE
(PR £ JUG)
SET BACK 3 FT.
STA. 302+38.88, 64.47' LT.
BCRG01
(PR £ JUG)
SET BACK 3 FT.
STA. 306+40.24, 61.27' RT.
BCRF01
STA 60
1+50.00 (P
R £ L
OG
AN)
(PR £ JUG)
MOUNTED ON WALL
STA. 302+03.00, 60.72' RT.
BCRE01
RL-09
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT EIS
4-1/C#8 & 1/C #8 GND IN
2" PVC CONDUIT UG
4-1/C#8 & 1/C #8 GND IN
PROPOSED LIGHTING PLAN
JUG HANDLE CONNECTOR ROAD
PR £ JUG
PR £ LOGAN
=
PLOT SCALE =
= 6/12/2020
myerscUSER 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_Lig
hting_10_
Wirin
gDia
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
PHONE: (217) 875-4800 FAX: (217) 875-3577
DECATUR, IL 62526-6161
345 EAST ASH AVENUE, SUITE B
372
N.T.S 10 12
MAE
CAM
WDS
RL-10
BLACK PHASE RED PHASE
CIRCUIT
A
C
E
G
I
K
TOTAL
AMPS WATTS
TOTAL
L
J
H
F
D
B
CIRCUIT
AMPS WATTS
LED LED LED LED LED LED LED LED LED LED LED LED LED
CIRCUIT CDCIRCUIT KL
LEDLEDLEDLEDLEDLEDLEDLEDLEDLED
CIRCUIT IJ
LEDLEDLEDLED LEDLEDLEDLED LEDLEDLEDLED
CIRCUIT AB
LEDLED
LEDLED
LEDLED
LED
LED LED
LEDLEDLED LED
CIRCUIT EF CIRCUIT GH
LEDLED
BCRL02 BCRK02 BCRL01 BCRK01 BCRC01 BCRD01 BCRC02 BCRD02 BCRC03 BCRD03 BCRC04 BCRD04 BCRC05
LED
BCRD05
LIGHTING CONTROLLER "BCR"
LOAD TABLE
BCRJ05 BCRI05 BCRJ04 BCRI04 BCRJ03 BCRI03 BCRJ02 BCRI02 BCRJ01 BCRI01 BCRA01 BCRB01 BCRA02 BCRB02 BCRA03 BCRB03 BCRA04 BCRB04 BCRA05 BCRB05 BCRA06 BCRB06
BCRE01 BCRG01
BCRF01 BCRH01
BCRE02 BCRG02
BCRE03 BCRF02
BCRF03 BCRE04 BCRF04 BCRE05
BCRH02 BCRG03
BCRH03
4.3
3.6
3.6
2.1
3.6
1.4
18.5
1032
864
864
504
864
336
4464
4.3
3.6
2.9
2.1
3.6
1.4
17.8
1032
864
696
504
864
336
4296
2" PVC CONDUIT EIS
4-1/C#8 & 1/C#8 GND IN
2" PVC UG
2-1/C#8 & 1/C#8 GND IN
2" PVC UG
2-1/C#8 & 1/C#8 GND IN
2" PVC UG
2-1/C#8 & 1/C#8 GND IN
2" PVC UG
2-1/C#8 & 1/C#8 GND IN
2" PVC CONDUIT EIS
4-1/C#8 & 1/C#8 GND IN
2" PVC CONDUIT EIS
4-1/C#8 & 1/C#8 GND IN
2" PVC CONDUIT EIS
4-1/C#8 & 1/C#8 GND IN
2" PVC UG
2-1/C#8 & 1/C#8 GND IN
2" PVC CONDUIT EIS
4-1/C#8 & 1/C#8 GND IN
LIGHTING CONTROLLER WIRING DIAGRAM
PROPOSED LIGHTING PLAN
CITY OF DECATUR MAINTAINED100A, 120/240V, 1-PH, 3W
LIGHTING CONTROLLER "BCR"
2" PVC EIS
2-1/C#8 & 1/C#8 GND IN
2" PVC UG (TYP.)
4-1/C#8 & 1/C#8 GND IN
2" PVC UG (TYP.)
4-1/C#8 & 1/C#8 GND IN
2" PVC UG (TYP.)
4-1/C#8 & 1/C#8 GND IN
2" PVC UG (TYP.)
4-1/C#8 & 1/C#8 GND IN2" PVC UG (TYP.)
4-1/C#8 & 1/C#8 GND IN
=
PLOT SCALE =
= 6/12/2020
myerscUSER 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_Lig
hting_11_
Details
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
PHONE: (217) 875-4800 FAX: (217) 875-3577
DECATUR, IL 62526-6161
345 EAST ASH AVENUE, SUITE B
373
RL-11
11 12N.T.S
MAE
CAM
WDS
ELECTRICAL DETAILS
PHASE
=
PLOT SCALE =
= 6/12/2020
myerscUSER 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_Lig
hting_12_
Details
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
PHONE: (217) 875-4800 FAX: (217) 875-3577
DECATUR, IL 62526-6161
345 EAST ASH AVENUE, SUITE B
374
RL-12
12 12N.T.S
MAE
CAM
WDS
ELECTRICAL DETAILS
8'-
0"
25'-
0"
15'-
11"
1'-
9"
"2
13'-
1
"2133'-8 " 2
1534'-11 "41181'-11 "2
193'-6
"4173'-8 "4
189'-11"43844'-1
min.
4'-
0" typ.
LEGEND
Soil Boring Location
DESIGN SPECIFICATIONS
Design Specifications, 8th Edition
2017 AASHTO LRFD Bridge
f'c
fy (Reinforcement)
FIELD UNITS
DESIGN STRESSES
3,500
60,000
psi
psi
LOCATION SKETCH
6 5
7 8
R3E 3RD P.M.
T16
N
105
N
Structure
Proposed
DE
CAT
UR
LA
KE
WILLIA
M ST.
NSRR
NSRR
FARIES PARKWAY
NSRR
IC
RR
(FA
U 7448)
BR
US
H C
OLLE
GE R
D.
f'c 4,500 psi
PRECAST UNITS
(Precast Panels)
1
Benchmark: "M" in Mueller on fire hydrant at Southeast corner of Cerro Gordo St. and Brush College Rd. - Elev. 652.58.
HIGHWAY CLASSIFICATIONExisting Electric
Existing Water
Existing Aerial
Existing Storm Sewer
Existing Sanitary Sewer
Existing Gas
Existing Fiber Optic
F.F. denotes Front Face.
B.F. denotes Back Face.
1.
2.
3.
Notes:
*
Existing Structure:
For Elevations, see Wall Elevations Table on sheet 2 of 3.
F.A.U. Rte. 7448 - Brush College Road
Functional Class: Urban Minor Arterial
ADT: 13,900 (2010), 18,950 (2035)
Design Speed: 40 m.p.h.
Posted Speed: 35 m.p.h.
Two-Way Traffic
Directional Distribution: 50:50
ADTT:
None
4.
5.
Traffic Control: The existing Brush College Road shall be closed and traffic will be detoured during construction.
1,029 (2010), 1,402 (2035)
DHV: 1,900 (2035)
=
=
=
GENERAL PLAN & ELEVATION
Proposed above ground Lighting
Existing underground Telephone
Proposed above ground Inlet
N
abandoned or relocated.
Existing drainage and utilities in conflict with proposed construction will be
determined in final design.
Proposed drainage and utilities are conceptual at this stage and will be
Proposed traffic signal
Lightweight Concrete Cellular Fill
Approximate Limits of
modular units. Horizontal dimensions are measured along F.F. of wall units.
Wall offsets are measured from £ Brush College Road to front face of precast
Retaining Wall Mass Limits
Approximate Precast Modular
375
GENERAL PLAN AND ELEVATION
211
300+
00
52 53 54 55+00 56 57 58
59
60+00 61
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
WV
WW
V
EM
GM
WV
GM
WV
WV
WV
WV
WV
WV
WV
EM
WV
WW
V
EM
GM
WV
GM
WV
WV
WV
WV
WV
WV
WV
EM
£ Faries Parkway
Offset 32.33' Lt.
Sta. 52+00.00
Begin Proposed Retaining Wall
Faries Parkway Sta. 210+24.23
Brush College Sta. 61+30.78 =
F.F. Wall
Proposed S.N. 058-9202
Increase
Stations
PT Sta 61
+28.1
9
B-9
Prop. Curve P_Brush4
Prop. Curve P_Brush2
F.F. Wall
Offset 30.02' Lt.
Sta. 60+49.56
Kink Point
B-23
Offset 34.40' Lt.
Sta. 52+34.37
Kink Point
B-22
£ Brush College Road
PLAN
Offset 40.72' Lt.
Sta. 59+59.55
Kink Point
Offset 43.46' Rt.
Sta. 60+43.97
Kink Point
Offset 49.72' Rt.
Sta. 59+50.20
End Proposed Retaining Wall
Offset 63.79' Lt.
Sta. 57+74.17
Kink Point
F.F. Wall
Approach Slab
30'-0" Bridge
Existing ICRR track
Exist. R.O.W.
PC Sta 56+76.55
PRC Sta 5
9+08.30
Prop. Curve P_Brush3
wall to remain
Exist. sheet pile retaining
£ Jug Handle Connector Road
B-11
B-13B-14 B-15
B-25
B-10
Sta. 60+40.10
Bk. S. Abut.
B-24
Sta. 52+00 to 60+13.75
Anchorage slab
Retaining Wall Mass Limits
Approximate Precast Modular
57
+01.5
7Sta.
54
+00.0
0
PT Sta 52+57.19
NO.SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
F.A.U.-
-
-
-
design firm
no. 184001036
FILE NAME
USER NAME =
PLOT SCALE =
PLOT DATE =
=
REVISED
REVISED
REVISED
REVISED
DESIGNED
CHECKED
DRAWN
CHECKED
c:\p
ww
orkin
g\aeco
m_ds16_na\heb15528\d0440069\60603202_S
N058
W003.d
gn
FIL
E N
AM
E:
$LASTS
AV
ED
DA
TE$
LAST S
AV
ED D
ATE:
6/17/2020
dheberling
60603202_SN058W003.dgn
0.17 ' / in.
7448 MACON09-00933-01-BR
CONTRACT NO. 6WGY(165)STRUCTURE NO. 058-W003
SHEET NO. OF 3 SHEETS
SDS
CWC
DLH
SDS
STRUCTURE NO. 058-W003
STA. 52+00.00 LT TO STA. 59+50.20 RT
MACON COUNTY
F.A.U. 7448 - SECTION 09-00933-01-BR
BRUSH COLLEGE ROAD
572
Begin Wall
Sta. 52+00.00
Elev. 671.62
Kink Point
Sta. 57+74.17
Elev. 691.97
Kink Point
Sta. 59+59.55
Elev. 698.00Top of Parapet
Elev. A *
Top of Coping
Elev. B *
*
Existing Grade at F.F.
of wall, Elev. D
Theoretical Top of
Leveling Pad, Elev. G* **
Top of Exposed Panel
Line, Elev. C
Finished Grade at F.F.
of wall, Elev. E
(Projected View - F.F. of Wall)
*
Top of Exposed Panel
Line, Elev. C
Top of Coping
Elev. B *
End of Proposed
Retaining Wall
Sta. 59+50.20
Elev. 697.41
UNFOLDED ELEVATION
*
Future Finished Grade
at F.F. of wall, Elev. F
Proposed
Embankment
Textured surface to
be determined in
final design, typ.
Bicycle Railing
Kink Point
Sta. 52+34.37
Elev. 673.29
Sta. 60+42.80
Elev. 700.62
Sta. 60+36.70
Elev. 700.07
Kink Point
Sta. 60+43.97
Elev. 695.65
Kink Point
Sta. 60+49.56
Elev. 695.65
£ Brush College Rd.
Top of coping
Top of exposed
panel line
¡ Light pole, typ.
410'-0" V.C.
60'-0" V.C.
2
WALL ELEVATIONS
Elevation A
Elevation B
Elevation C
Elevation D
Elevation E
Elevation F
- Top of Parapet
- Top of Coping
- Top of Exposed Panel Line
- Existing Grade at F.F. of wall
- Finished Grade at F.F. of wall
PI STA. = 57+92.87
R = 1,080.00'
T = 116.32'
L = 231.75'
E = 6.25'
P.C. STA. = 56+76.55
P.T. STA. = 59+08.30
BRUSH COLLEGE RD.BRUSH COLLEGE RD.
PI STA. = 51+91.51
R = 2,500.00'
E = 0.86'
P.C. STA. = 51+25.79
P.T. STA. = 52+57.19
S.E. RUN = N/A
T = 65.72'
L = 131.40
PI STA. = 60+18.63
R = 1,080.00'
T = 110.33'
L = 219.89'
E = 5.62'
P.C. STA. = 59+08.30
P.T. STA. = 61+28.19
BRUSH COLLEGE RD.
PROP. CURVE P_BRUSH2 PROP. CURVE P_BRUSH3 PROP. CURVE P_BRUSH4
S.E. RUN = N/A S.E. RUN = N/A
Elevation G - Theoretical Top of Leveling Pad
- Future Finished Grade at F.F. of wall
Station Offset Elevation A Elevation B Elevation C Elevation D Elevation E Elevation F Elevation G
T.R. = N/A
e = NC
T.R. = N/A
e = NC
T.R. = N/A
e = NC
Elevation H - Toe of Parapet
Elevation H
52+00.00 32.33' Lt. 676.49 673.37 671.62 672.90 672.90 672.90 673.24
52+34.37 34.40' Lt. 678.16 675.04 673.29 673.52 673.87 673.09 674.91
52+50.00 35.38' Lt. 678.92 675.80 674.05 673.72 674.32 673.18 675.67
53+00.00 38.52' Lt. 681.35 678.23 676.48 674.10 674.53 672.56 678.10
53+50.00 41.66' Lt. 683.74 680.62 678.87 674.21 674.67 672.24 680.49
54+00.00 44.80' Lt. 685.79 682.67 680.92 674.30 674.86 671.21 682.54
54+50.00 47.95' Lt. 687.43 684.31 682.56 674.48 675.06 670.36 684.18
55+00.00 51.09' Lt. 688.87 685.75 684.00 674.69 675.32 670.39 685.62
55+50.00 54.23' Lt. 690.31 687.19 685.44 674.58 675.29 671.19 687.06
56+00.00 57.37' Lt. 691.75 688.63 686.88 674.28 674.99 671.25 688.50
56+50.00 60.51' Lt. 693.18 690.06 688.31 674.10 674.71 671.26 689.93
57+00.00 63.32' Lt. 694.63 691.51 689.76 673.84 674.44 671.60 691.38
57+50.00 64.17' Lt. 696.11 692.99 691.24 673.63 674.27 672.30 692.86
57+74.17 63.79' Lt. 696.84 693.72 691.97 673.53 674.19 672.52 693.59
58+00.00 62.74' Lt. 697.64 694.52 692.77 673.44 674.10 672.74 694.39
58+50.00 58.56' Lt. 699.22 696.10 694.35 673.31 673.76 672.36 695.97
59+00.00 51.47' Lt. 700.86 697.74 695.99 673.23 673.79 671.96 697.61
59+50.00 42.31' Lt. 702.55 699.43 697.68 673.07 673.42 673.29 699.30
59+59.55 40.72' Lt. 702.87 699.75 698.00 673.10 673.44 - 699.62
60+00.00 34.93' Lt. 704.20 701.08 699.33 673.32 673.70 - 700.95
60+42.80 30.55' Lt. 705.49 702.37 700.62 673.70 674.38 - 702.24
60+36.70 43.95' Rt. - 701.82 700.07 673.70 681.47 -
60+25.00 44.73' Rt. - 701.49 699.74 673.52 683.92 -
60+00.00 46.40' Rt. - 700.72 698.97 673.22 689.14 -
59+75.00 48.07' Rt. - 699.93 698.18 673.31 694.36 -
59+50.20 49.72 Rt. - 699.16 697.41 675.64 699.52 -
60+49.56
60+43.97
30.02' Lt.
43.46' Rt.
697.40 695.65 674.26
673.92695.65697.40
-
-
-
-
-
-
674.26
673.92
-
-
-
-
-
GENERAL DETAILS
376
GENERAL DETAILS
668.90
669.09
669.18
668.56
668.24
667.21
666.36
666.39
667.19
667.25
667.26
667.60
668.30
668.52
668.74
668.36
667.96
669.29
669.44
669.70
670.38
670.26
669.92
677.47
679.92
685.14
690.36
695.52
PROFILE GRADE
(Along £ Brush College Road)
+5.84%
+3.00%
+3.00%
VPI Sta.
48
+50.0
0
Ele
v.
653.8
4
VPI Sta.
53
+20.0
0
Ele
v.
681.2
9
VPI Sta.
62
+20.0
0
Ele
v.
708.2
5
-5.00%
VP
C Sta.
46
+60.0
0
Ele
v.
652.7
0
VP
C Sta.
52
+55.0
0
Ele
v.
677.5
0
VP
T Sta.
53
+85.0
0
Ele
v.
683.2
4
VP
C Sta.
60
+15.0
0
Ele
v.
702.1
1
VP
T Sta.
64
+25.0
0
Ele
v.
698.0
0
380'-0" V.C.
130'-0" V.C.
VP
T Sta.
50
+40.0
0
Ele
v.
664.9
4
+0.60%+5.8
4%
NO.SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
F.A.U.-
-
-
-
design firm
no. 184001036
FILE NAME
USER NAME =
PLOT SCALE =
PLOT DATE =
=
REVISED
REVISED
REVISED
REVISED
DESIGNED
CHECKED
DRAWN
CHECKED
c:\p
ww
orkin
g\aeco
m_ds16_na\heb15528\d0440069\60603202_S
N058
W003.d
gn
FIL
E N
AM
E:
$LASTS
AV
ED
DA
TE$
LAST S
AV
ED D
ATE:
6/17/2020
dheberling
60603202_SN058W003.dgn
0.17 ' / in.
7448 MACON09-00933-01-BR
CONTRACT NO. 6WGY(165)STRUCTURE NO. 058-W003
SHEET NO. OF 3 SHEETS
SDS
CWC
DLH
SDS
STRUCTURE NO. 058-W003
STA. 52+00.00 LT TO STA. 59+50.20 RT
MACON COUNTY
F.A.U. 7448 - SECTION 09-00933-01-BR
BRUSH COLLEGE ROAD
572
VPI Sta.
212
+40.0
0
Ele
v.
675.8
4
+0.30%
PROFILE GRADE
VPI Sta.
209
+60.0
0
Ele
v.
675.0
0
+1.12%
VP
C Sta.
209
+30.0
0
Ele
v.
674.6
6
VP
T Sta.
209
+90.0
0
Ele
v.
675.0
9
(Along £ Faries Parkway)
Leveling Pad
5'-0"±
1'-
9''
3'-0"4'-3" 4"
" to 27'-
6"
43
Varie
s ("
H") 27'-
1
min.
4'-
0"
min.
2'-6"
See supplier shop drawings for lengths
6"
NO.SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
F.A.U.-
-
-
-
design firm
no. 184001036
FILE NAME
USER NAME =
PLOT SCALE =
PLOT DATE =
=
REVISED
REVISED
REVISED
REVISED
DESIGNED
CHECKED
DRAWN
CHECKED
c:\p
ww
orkin
g\aeco
m_ds16_na\heb15528\d0440069\60603202_S
N058
W003.d
gn
FIL
E N
AM
E:
$LASTS
AV
ED
DA
TE$
LAST S
AV
ED D
ATE:
6/17/2020
dheberling
60603202_SN058W003.dgn
0.17 ' / in.
7448 MACON09-00933-01-BR
CONTRACT NO. 6WGY(165)STRUCTURE NO. 058-W003
SHEET NO. OF 3 SHEETS
SDS
CWC
DLH
SDS
572
1'-5"
4'-0"8"
Shared Use Path
10'-0"
typ.
3'-
3"
2'-0"
"2
1Varie
s ("
H") 30'-
5" to 32'-
10
Varie
s ("
H") 4'-
2" to 32'-
1"
2 SB Lanes at 12'-0" = 24'-0"
2 NB Lanes at 12'-0" = 24'-0"17'-4"± min.
Varies
Varies
8'-0"
2'-0" Shldr.
4'-
6"
1'-5"
10"
min.
4'-
0"
min.
4'-
0"
min.
2'-6"
Leveling Pad
5'-0"±
Varie
s ("
H") 4'-
6" to 30'-
5"
2 SB Lanes at 12'-0" = 24'-0"
7'-8"± min.
3'-0"± min.
1'-5"
2'-0"
typ.
3'-
3"
min.
4'-
0"
min.
2'-6"
"2
13'-
11'-
9"
4"
1'-5"
typ.
3'-
3"
max.
1'-
0"
8'-0'
4"
1'-
9"
8"
10"
4'-
6"
3
**
Note:
* For Elevations, see Wall Elevations Table on sheet 2 of 3.
TYPICAL SECTION
material as used for Select Fill.
payment. Area to be back-filled with the same
Excavation. This area not measured for
Over excavation beyond the limits of Structure
Fill will be determined in final design.
Limits of Select Fill and Lightweight Cellular Concrete
of 0.67 kips/ft. of wall.
pressure surcharge of 1.0 ksf and horizontal sliding force
stability design shall account for anchorage slab's bearing
The Precast Modular Retaining Wall supplier's internal
LEGEND
1.
top of rail for wall within 25' of the ¡ existing rail.
Retaining wall shall be Crashworthy a min. of 6'-0" above 2.
377
TYPICAL SECTION
Top of leveling pad
Bk. of Abut.
Looking West
Finished
Grade
Top of exposed
panel line
CIP Coping
Exist. ground
line
END VIEW MSE WALL AT ABUTMENT
Granular Backfill
for Structures
Precast Modular
Retaining Wall
System
Select backfill or
Lightweight Cellular
Concrete Fill
Front face
of wall
6'-0" min. above
top of rail.
See note 2.
**
STRUCTURE NO. 058-W003
STA. 52+00.00 LT TO STA. 59+50.20 RT
MACON COUNTY
F.A.U. 7448 - SECTION 09-00933-01-BR
BRUSH COLLEGE ROAD
Embankment
Existing ground line
Parapet
Bicycle Railing
1.5%2.0%2.0%
P.G.
£ Proposed Brush College Rd.
TYPICAL SECTION
Looking North
(Sta. 59+50.20 to Sta. 60+49.56)
Top of leveling
pad, Elev. G *
Finished grade
Elev. E
Future finished
grade, Elev. F *
*
Top of exposed
panel line, Elev. C *
*
Top of coping
Elev. B
*
Top of parapet
Elev. A
Top of exposed
panel line, Elev. C *
*
Top of coping
Elev. B
Finished grade
Elev. E *
Existing grade
Elev. D *Existing grade
Elev. D *
£ Exist. ICRR
Measured perpendicular
to £ Brush College Rd.Toe of parapet
Elev. H *
2 - 2" conduit,
typ.
Select Fill or Lightweight
Cellular Concrete Fill
Precast Modular
Retaining Wall
System
See supplier shop drawings
for lengths
Precast Modular
Retaining Wall
SystemSelect Fill or Lightweight
Cellular Concrete Fill
See supplier shop drawings
for lengths
6'-
0"
min. above
top of rail.
See note 2.
Front face
of wall
Front face
of wallApproximate Precast Modular
Retaining Wall Mass Limits Approximate Precast Modular
Retaining Wall Mass Limits
**
**
Embankment
Existing ground line
TYPICAL SECTION
Looking North
(Sta. 52+00.00 to Sta. 59+50.20)
Exist.
R.O.W.
£ Exist. ICRR
Finished grade
Elev. E
Future finished
grade, Elev. F *
*
Top of exposed
panel line, Elev. C *
*
Top of coping
Elev. B
*
Top of parapet
Elev. A
Existing grade
Elev. D *
2.0%
P.G.
Drainage inlets, typ.
(See note 5 on sheet 1.)
Existing steel pile retaining
wall (to remain)
£ Proposed
Brush College Rd.
Toe of parapet
Elev. H *
Light pole
2 - 2" conduit,
typ.
**
Top of leveling
pad, Elev. G *
See supplier shop drawings
for lengths
Select Fill or Lightweight
Cellular Concrete Fill
Front face
of wall
Precast Modular
Retaining Wall
System
Approximate Precast Modular
Retaining Wall Mass Limits
6'-
0"
min. above top
of rail.
See note 2.
F.F. wall
1'-
3"
Prop. roadway
pavement
2 - 2" conduit, typ.
ANCHORAGE SLAB DETAIL
Precast Modular
Retaining Wall
System
F.F. wall
Bicycle Railing
Prop. shared-use
path
BICYCLE RAILING DETAIL
Precast Modular
Retaining Wall
System
PLANLEGEND
FIELD UNITS
DESIGN STRESSES
Specifications, 8th Edition
2017 AASHTO LRFD Bridge Design
DESIGN SPECIFICATIONS
PRECAST UNITS
6 5
7 8
Faries Parkway
Brush College Rd.
Willia
m St.
Decatur
Lake
Location
Project
410'-0" V.C.
Range 3E, 3rd P.M.
Tw
p.
16
N
LOCATION SKETCH
N
typ.
Kink Point,
1'-
9"
£ Proposed E. Harrison St.
£ Proposed Cemetery Access Rd.
fy = 60,000 psi (Reinforcement)
f'c = 3,500 psi
1 62+39.94 69+25.00
Ex. R.O.W.
Road to be closed during construction and traffic to be detoured.
approach roadway to proposed SN 058-9202.
Existing Structure: None. New MSE wall to be constructed to support the north abutment and
College Rd. - Elev. 652.58
Benchmark: "M" in Mueller on fire hydrant at Southeast corner of Cerro Gordo St. and Brush
PROFILE GRADE
(Along £ Brush College Road)
N
4
63 64
66
67
68 69
500
+00
501 502
700
+00
65+00
in final design, typ.
Textured Surface to be determined
St. John's Lutheran Cemetery
Ex. Underground Fiber Optic Line
Ex. RR Track
Ex. Easement
Ex. Sanitary Sewer
Ex. Storm Sewer
Ex. Aerial Line
Ex. Underground Telephone Line
Ex. Water Line
Ex. Gas Line
STRUCTURE NO. 058-W004
STA. 62+39.94 TO STA. 69+25.00
MACON COUNTY
F.A.U. 7448 - SECTION 09-00933-01-BR
BRUSH COLLEGE ROAD
GENERAL PLAN & ELEVATION
Directional Distribution: 50:50
Two-Way Traffic
Posted Speed: 35 m.p.h.
Design Speed: 40 m.p.h.
DHV: 1,900 (2035)
ADTT: 1,029 (2010); 1402 (2035)
ADT: 13,900 (2010); 18,950 (2035)
Functional Class; Urban Minor Arterial
F.A.U. Rte. 7448 - Brush College Road
HIGHWAY CLASSIFICATION
PARTIAL ELEVATION
(Looking West at Front Face of East Wall)
remain
Existing Track to
(See Note 3)
572 378STRUCTURE NO. 058-W004
GENERAL PLAN & ELEVATION
Water Line Removal
System (TSRS)
Temporary Soil Retention
Soil Boring Location
Pr. Drainage Inlet
Pr. Above Ground Lighting
Pr. RR Track
Pr. Storm Sewer
Pr. Underground Sanitary Sewer
Pr. Temporary Easement
Pr. Water Line
Pr. Gas Line
Pr. Buried Lighting Cable
PROP. CURVE P_BRUSH-5 PROP. CURVE P_BRUSH-6
P.T. Sta. = 66+33.42
P.C. Sta. = 64+26.03
S.E. Run = N/A
T.R. = N/A
e = NC (40 mph)
E = 5.00'
L = 207.39'
T = 104.01'
R = 1,080.00'
D = 5°18'19"
¬ = 11°00'08" (RT)
P.I. Sta. = 65+30.05
P.T. Sta. = 68+30.22
P.C. Sta. = 66+33.42
S.E. Run = N/A
T.R. = N/A
e = NC (40 mph)
E = 4.50'
L = 196.80'
T = 98.67'
R = 1,080.00'
D = 5°18'19"
¬ = 10°26'27" (LT)
P.I. Sta. = 67+32.09
MSE Retaining WallPrecast Modular Retaining Wall
Reinforced Soil Mass
Approximate Limits of
Retaining Wall Mass Limits
Approximate Precast Modular
Concrete Cellular Fill
Approximate Limits of Lightweight
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
lcriscione=USER NAME
60:0.0003 ':" / in.=PLOT SCALE
6/18/2020=PLOT DATE
60603202_
North
Wall_
GP
E_
RW
4-01.d
gn
FIL
E
NA
ME
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
MACON
SCALE:
F.A.U.
7448 09-00933-01-BR
CONTRACT NO. 6WGY(165)
CHECKED
KWB
MDC
LMC
MDC
Not Available
Not Available
24" 24" 24" 24" 24" 24" 24" 24"
16"16"16"16"16"16"16"16"16" 16" 16" 16" 16" 16" 16" 16" 16"
24" 24" 24" 24" 24" 24" 24" 24" 24" 24"
16" 16" 16"
24" 24"
6"
6"
6"
6"
AB
AN
D.
AB
AN
D.
4" 4"4"4"2"2"
2"2"
2"2"2"2"2"
2"
4"4"4"
2" 2"
12"
12"
2" 2" 2"
2"
2" 2" 2" 2" 2" 2" 2" 2"
1‚
"1‚
"
2" 2" 2" 2" 2" 2" 2" 2"
4" 4" 4" 4" 4" 4" 4"
4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4"
2"
2"
2"
WV
WV
WV
WV
WV
AV
Ele
v.
708.2
5
V.P.I.
Sta.
62
+20.0
0
Ele
v.
702.1
1
V.P.C.
Sta.
60
+15.0
0
Ele
v.
698.0
0
V.P.T.
Sta.
64
+25.0
0
Ele
v.
680.9
9
V.P.C.
Sta.
67
+65.0
0
Ele
v.
671.4
9
V.P.I.
Sta.
69
+55.0
0
Ele
v.
672.0
6
V.P.T.
Sta.
71
+45.0
0
Road
way
Limits of existin
g
(Note 5)
Inlet, typ.
Realigned by others
be Removed and
Existing Track to
Ex. R.O.WPr. R.O.W
1
105
1'-
5"
8"
Top of Coping
380'-0" V.C.
-5.00%+0.30%
+3.00% -5.00%
Top of Exposed Panel Line
Offset 37.75' Rt.
Sta. 62+39.94
Offset 37.75' Rt.
Sta. 63+91.53
Kink Pt.
Offset 42.25' Rt.
Sta. 65+47.29
Kink Pt.
Offset 46.44' Rt.
Sta. 66+14.23
Kink Pt.
Offset 34.08' Lt.
Sta. 66+52.64
Kink Pt.
Offset 34.08' Lt.
Sta. 68+30.22
Kink Pt.
Offset 46.75' Rt.
Sta. 67+94.90
Kink Pt.
Offset 48.92' Rt.
Sta. 68+77.98
End MSE Wall
Offset 27.08' Lt.
Sta. 62+39.94
Offset 27.73' Lt.
Sta. 64+62.89
Kink Pt.
at F.F. of Wall
Existing Ground Line
Ex. R.O.W.
Shared-Use Path
Ex. R.O.W.
30' Bridge Approach Slab
Anchorage
Sla
b
8'-
0"
Anchorage
Sla
b
8'-
0"
Abut.
Back of
Sta. 62+76.19
Begin Anchorage Slab
B-17
B-18
B-19
Shldr.
2'-
0"
Sta. 68+59.66
End Anchorage SlabRB-2
at F.F. of Wall
Finished Grade Line
Proposed SN 058-9202
Leveling Pad
Theoretical Top of
£ Brush College Rd.
typ.
Bicycle Railing,
Offset 37.75' Rt.
Sta. 62+46.19
Offset 27.08' Lt.
Sta. 62+46.19
Shldr.
2'-
0"
Sta. 68+30.22
P.T.
TSRS
ICRR
stage and will be determined in final design.
5. Proposed drainage and utilities are conceptual at this
construction will be abandoned or relocated.
4. Existing drainage and utilities in conflict with proposed
3. See Sheet 2 for unfolded elevation view and wall details.
2. F.F. denotes front face.
to the front face of precast panels.
1. Wall offsets are measured from £ Brush College Rd.
Notes:
Increase
StationCurve P Brush5
Curve P Brush6
P.C. Sta. 64+26.03
P.C. Sta. 66+33.42
B-26
B-27
B-28
B-29
Prop. R.O.W.
Sta. 62+76.19
End Precast Modular Retaining Wall
Begin MSE Retaining Wall
Begin Anchorage Slab
Offset 34.08' Lt.
Sta. 69+25.00
End Anchorage Slab
Begin Precast Modular Retaining Wall
Offset 28.58' Lt.
Sta. 62+30.00
Begin TSRS
Offset 39.75' Rt.
Sta. 62+30.00
Begin TSRS
Offset 35.57' Lt.
Sta. 66+48.00
End TSRS
Offset 42.10' Rt.
Sta. 64+81.00
End TSRS
B-16
E.
Garfield
Ave.
E.
Harris
on
Ave.
4'-
0"
* See table on Sheet 3 for dimensions
B-25
1'-
5"
f'c = 4,500 psi
Bend Lines
Copin
g
1'-
9"
Copin
g
1'-
9"
Elev 672.82
Sta. 69+25.00 Elev. 673.25
Sta 68+30.22
Elev. 673.95
Sta. 66+52.64
Elev. 673.76
Sta. 64+62.89
Elev. 675.64
Sta. 62+39.94
Elev. 675.08
Sta. 63+91.53
Elev. 674.19
Sta. 65+47.29
Elev. 673.78
Sta. 66+14.23
Elev. 670.20
Sta. 67+94.90
(Looking at Front Face of Wall)
62+39.94 69+25.00
typ.
UNFOLDED ELEVATION
Elev. 692.64
Sta. 62+39.94
6'-3"
64'-10"
Elev. 673.50
Sta. 68+77.98
End Wall
6'-3"
Panel Line
Top of Exposed
STRUCTURE NO. 058-W004
STA. 62+39.94 TO STA. 69+25.00
MACON COUNTY
F.A.U. 7448 - SECTION 09-00933-01-BR
BRUSH COLLEGE ROAD
RETAINING WALL ELEVATION
typ.
determined in Final Design,
Textured Surface to be
Sta. 65+51.12
* Pr. Drainage Structure
Sta. 65+51.94
* Pr. Drainage Structure
Sta. 66+86.16
* Pr. Drainage Structure
Sta. 67+04.19
* Pr. Drainage Structure
Sta. 67+90.21
* Pr. Drainage Structure
Sta. 68+68.22
* Pr. Drainage Structure
min.,
3'-
6"
typ.
West Wall
678'-6"
light pole, typ.
Parapet mounted
East Wall
"83632'-5
572 379
2 4
STRUCTURE NO. 058-W004
DEVELOPED ELEVATION
Elev. 675.69
Sta. 62+39.94
Elev. 701.18
Sta. 62+76.19
Elev. 675.56
Sta. 62+76.19
"2124'-"8
1193'-7"41194'-1"4
3171'-11"8394'-9
Elev. 701.26
Sta. 62+70.23
Elev. 675.32
Sta. 62+70.23
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
lcriscione=USER NAME
0:2.0000 ':" / in.=PLOT SCALE
6/18/2020=PLOT DATE
60603202_
North
Wall_
Developed
Elev_
RW
4-03.d
gn
FIL
E
NA
ME
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
MACON
SCALE:
F.A.U.
7448 09-00933-01-BR
CONTRACT NO. 6WGY(165)
CHECKED
KWB
MDC
LMC
MDC
Sta. 68+51.19
* Pr. Drainage Structure
* See Note 5 on Sheet 1 of 4 Elev. 671.72
Sta. 68+77.98
Elev. 692.64
Sta. 62+39.94
2'-
6"
MSE Retaining WallPrecast Modular Retaining Wall
Leveling Pad
Theoretical Top of
30'-0" 115'-4" "85151'-3 "8
764'-3 "81186'-10 "4
384'-7
Parapet"
21
3'-
1
Front Face of Wall
Finished Grade Line atat F.F. of Wall
Existing Ground Linemin.,
4'-
0"
Top of Coping
Elev. 697.46
Sta. 63+91.53
Kink Pt.
Elev. 677.36
Sta. 67+94.90
Kink Pt.
Elev. 672.49
Sta. 69+25.00
Begin Wall
Elev. 675.74
Sta. 68+30.22
Kink Pt.
Elev. 684.33
Sta. 66+52.64
Kink Pt. Elev. 693.93
Sta. 64+62.89
Kink Pt.Top of Parapet
typ.
Railing,
Bicycle
Elev. 689.66
Sta. 65+47.29
Kink Pt.
Elev. 686.30
Sta. 66+14.23
Kink Pt.
Elev. 701.72
Sta. 62+46.19
Top of Coping
Elev. 701.67
Sta. 62+46.19
Panel Line
Top of Exposed
Panel Line
Top of Exposed
2'-0"1'-5"
2.0%2.0%
grade
Finished
Existing Grade
0.70 x "H" min. ≥ 8'-0"
min.
4'-
0"
Embankment
2'-0"
grade
Finished
Soil reiforcement
0.70 x "H" min. ≥ 8'-0"
min.
3'-
6"
1.5%
Existing Grade
4
1
2
3
Ex. R.O.W.
Varies from 22'-0" to 24'-0"
Varies from 4'-0" to 14'-0"
Varies from 22'-0" to 24'-0"
"87Varies, min. 11'-0
Pr. R.O.W
S.S.
Ex. 12"
Gas
Pr. 2"
Ex. Tele
Water
Ex. 30"Water
Ex. 16"
Gas
Ex. 4"
Water
Ex. 24"
Gas
Ex. 2"
S.S
Ex. 15"
Ex. Tele
"43Varies, min. 14'-0
"83min. 6'-5
3'-
3"
4'-
6"
69+25.00 62+39.94
1'-6"
ROADWAY DIMENSION TABLE
¡ ICRR
max.
12'-
0"
STRUCTURE NO. 058-W004
STA. 62+39.94 TO STA. 69+25.00
MACON COUNTY
F.A.U. 7448 - SECTION 09-00933-01-BR
BRUSH COLLEGE ROAD
TYPICAL SECTION AND DETAILS
(Looking North)
*
2 SB Lanes Varies from 11' to 12' 2 NB Lanes Varies from 11' to 12'
Copin
g
1'-
9"
typ.
4"
(Note 2)
Varies from 0' to 2'-0"
Varies from 8'-0" to 10'-0"
Varies from 0' to 2'-0"
8"
typ.
2 - 2" conduit,
572 380
3 4
STRUCTURE NO. 058-W004
TYPICAL SECTION
determined in final design.
3. Limits of Select Fill and Cellular Concrete Fill will be
station 68+59.66
2. See Sheet 4 of 4 for section through east wall beyond
existing and proposed utilities.
1. See Notes 4 and 5 on Sheet 1 for information regarding
Notes:
TYPICAL ROADWAY SECTION THROUGH RETAINING WALLS
and horizontal sliding force of 0.67 kips/ft. of wall.
the anchorage slab's bearing pressure surcharge of 1.0 ksf
The wall supplier's interval stability design shall account for
SystemRetaining WallPrecast Modular
Modular Retaining WallApprox. limits of Precast
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
lcriscione=USER NAME
0:2.0000 ':" / in.=PLOT SCALE
6/18/2020=PLOT DATE
60603202_
North
Wall_
Typical_Sections_
RW
4-04.d
gn
FIL
E
NA
ME
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
MACON
SCALE:
F.A.U.
7448 09-00933-01-BR
CONTRACT NO. 6WGY(165)
CHECKED
KWB
MDC
LMC
MDC
5
8'-0"8'-0"
Varies from 54'-10" to 68'-10"
±31-10"
max.
"H"
1'-5"
(Shared Use Path)
Cellular Concrete Fill
Select Fill or LightweightCellular Concrete Fill
Select Fill or Lightweight
plans for lengths
See supplier shop
Shldr.
1'-5"
plans for lengths
See supplier shop
Station 1 2 3 4 5
43
21
21
85
21
Panel LineTop of Exposed
panel line
Top of exposed
Varies,
leveling pad
Theoretical Top of
precast panels, typ.
Front face of
P.G.L.
87
41
85
43
41
81
41
43
81
83
leveling pad
Theoretical top of
min.
2'-6"
System
Temporary Soil Retention
£ Brush College Rd.
typ.Parapet,
68+77.98
68+59.66
66+52.64
66+20.54
66+14.24
65+47.31
64+52.58
64+01.10
63+91.53
62+39.94
31'-0"
24'-0"
24'-0"
23'-8 "
23'-7 "
22'-11 "
22'-0"
22'-0"
22'-0"
22'-0"
"8512'-4
14'-0"
14'-0"
13'-4 "
13'-0 "
9'-9 "
5'-2 "
4'-0"
4'-0"
4'-0"
41'-7"
24'-0"
24'-0"
24'-0"
23'-11 "
23'-4 "
22'-6 "
22'-0 "
22'-0"
22'-0"
83'-8"
68'-10"
68'-10"
67-11 "
67'-6 "
62'-11 "
56'-7"
54'-10 "
54'-10"
54'-10"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
Retaining Wall
Front face of Precast Modular
System
Temporary Soil Retention
2'-0"
"H"
4'-
6"
±31'-
9"
max.
(See Note 5 on Sheet 1)
Drainage inlet, typ.
*
Shldr.
Copin
g
1'-
9'
Bicycle Railing
*
SECTION THRU SEMI-INTEGRAL ABUTMENT
(Horiz. dim. @ Rt. �'s)
62+39.94 69+25.00
STRUCTURE NO. 058-W004
STA. 62+39.94 TO STA. 69+25.00
MACON COUNTY
F.A.U. 7448 - SECTION 09-00933-01
BRUSH COLLEGE ROAD
SECTION THRU ABUTMENT
NOTES
*
2.0%
Embankment
grade
Finished
Soil reiforcement
0.70 x "H" min. ≥ 8'-0"
min.
3'-
6"
1.5%
Existing Grade
Pr. R.O.W
typ.
4"
SECTION THROUGH EAST MSE WALL
10'-0"VariesVaries
(From Sta. 68+59.66 to Sta. 68+77.98)
572 381
4 4
STRUCTURE NO. 058-W004
TYPICAL SECTIONS
soil mass
Limits of reinforced
Varies, min. 18'-9""
Cellular Concrete Fill
Select Fill or Lightweight
3.
2.
1.
Pipe (CMP)
Corrugated Metal
be determined in final design.
Limits of Select Fill and Lightweight Cellular Concrete Fill to
washers at 12" cts. Cost included with Concrete Superstructure.
" Ø studs with nuts and21" x 5" steel plate and 8
3cap with a
and attached full width and vertically at edges to the abutment
of the Standard Specifications. Fabric mat shall be 24" wide
Fabric Reinforced Elastomeric Mat according to Section 1028
within 25' of the ¡ existing rail.
retaining walls shall extend 6'-0" above top of rail for wall
the bridge beyond the west side of the structure. Crashworthy
Section thru abutment showing IC railroad running parallel to kips/ft. of wall.
of 1.0 ksf and horizontal sliding force of 0.67
anchorage slab's bearing pressure surcharge
stability design shall account for the
The Precast Modular Wall supplier's internal
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
lcriscione=USER NAME
0:2.0000 ':" / in.=PLOT SCALE
6/18/2020=PLOT DATE
60603202_
North
Wall_Section
Abut
ment_
RW
4-05.d
gn
FIL
E
NA
ME
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
MACON
SCALE:
F.A.U.
7448 09-00933-01-BR
CONTRACT NO. 6WGY(165)
CHECKED
KWB
MDC
LMC
MDC
Bk. of Abut.
Approach slab
Bridge Omission
min.
2'-6"
min.
4'-
0"
as recommended by supplier.
abutment cap with suitable adhesive
bonded toand vertically at edges
Standard Specifications) full width
2" PJF (per Article 1051.09 of the
1'-
9''
1'-0''
1'-
0''
panel line
Top of exposed
Top of leveling pad
(See Note 2)
Elastomeric Mat
Fabric Reinforced
4''
min.
3'-
6"
for Structures
Granular Backfill
(See Note 1)
Exist. ICRR T/Rail
Grade
Finished
ballast (See Note 1)
Exist railroad ties and
CIP Coping
6''
(See Note 1)
Exist. Ground at ICRR
1
1
¡ Brg.
2'-0''
Elastomeric Brg.
Steel H-Piles, typ.
Slope to Drain
(See
Note 1)
6'-
0"
min. above T/Rail
27'-
6"± (S.
Abut.)
24'-
6"± (N.
Abut.)
3'-0'' 4'-3''
Ret. Wall
Back Face of
Retaining Wall
precast Modular
Front face of
See supplier shop drawings for lengths
Concrete Fill
Lightweight Cellular
Select backfill or
System
Retaining Wall
Precast Modular
min.
6"
Pipe (CMP)
Corrugated Metal
Shared Use Path
±9'-
4"
max.
"H"
plans for lengths
See supplier shop
panel line
Top of exposed
leveling pad
Theoretical Top of
precast panels, typ.
Front face of
8"
±22'-
9"
Pipe (CMP)
Corrugated Metal
*
Copin
g
1'-
9"
Bicycle Railing
24"
24"
24"
24"
24"
12"
12"
12"
12"
12"
12"
12"
12"
4"
4"
4"
4"
4"
2"
2"
2"
2"
2"
2"
2"
2"
Elev. 675.61
Sta. 300+31.00
Elev. 676.12
Sta. 301+23.75
Elev. 678.46
Sta. 303+85.18
Elev. 676.61
Sta. 300+64.71
Elev. 678.97
Sta. 303+46.11
Elev. 677.96
Sta. 303+46.11
PLAN
LEGEND FIELD UNITS
DESIGN STRESSES
Specifications, 8th Edition
2017 AASHTO LRFD Bridge Design
DESIGN SPECIFICATIONS
PRECAST UNITS
6 5
7 8
Faries Parkway
Brush College Rd.
Willia
m St.
Decatur
Lake
Range 3E, 3rd P.M.
Tw
p.
16
N
LOCATION SKETCH
N
Ex. RR Track
Ex. Easement
Ex. Sanitary Sewer
Ex. Storm Sewer
Ex. Aerial Line
Ex. Underground Telephone Line
Ex. Water Line
Ex. Gas Line
Elev. 680.91
Sta. 300+31.00
Begin Wall
Location
Project
Elev. 676.75
Sta. 303+85.18
End Wall
f'c = 4,500 psi (Precast Panels)
N
(Along £ Brush College Road)
(Along £ Jug Handle Connector Road)
fy = 60,000 psi (Reinforcement)
f'c = 3,500 psi
during construction of connector ramp.
Brush College Road to remain open
Existing Structure: None
Gordo St. and Brush College Rd. - Elev. 652.58
Benchmark: "M" in Mueller on fire hydrant at Southeast corner of Cerro
1 2 300+31.00 303+85.18
PROFILE GRADE
PROFILE GRADE
STRUCTURE NO. 058-W006
STA. 300+31.00 TO STA. 303+85.18
MACON COUNTY
F.A.U. 7448 - SECTION 09-00933-01-BR
JUG HANDLE CONNECTOR ROAD
GENERAL PLAN & ELEVATION
and will be determined in final design.
3. Proposed drainage and utilities are conceptual at this stage
construction will be abandoned or relocated.
2. Existing drainage and utilities in conflict with proposed
Jug Handle Connector Rd to the front face of precast panels.
1. Wall offsets are measured from £ Brush College Rd. or £
Notes:
(Looking NoRt.h at Front Face of Wall)
Parapet"
21
3'-
1
Directional Distribution: 50:50
Two-Way Traffic
Posted Speed: 35 m.p.h.
Design Speed: 40 m.p.h.
DHV: 1,900 (2035)
ADTT: 1,029 (2010); 1,402 (2035)
ADT:13,900 (2010); 18,950 (2035)
Functional Class: Urban Minor Arterial
F.A.U. Rte. 7448 - Brush College Road
HIGHWAY CLASSIFICATION
WALL ELEVATION
V.P.C.
Sta.
52
+55.0
0
Ele
v.
677.5
0
V.P.T.
Sta.
53
+85.0
0
Ele
v.
683.2
4
V.P.I.
Sta.
53
+20.0
0
Ele
v.
681.2
9
+5.84%
+3.00%
130'-0" V.C.
120'-0" V.C.
Ele
v.
685.4
4
V.P.C.
Sta.
301
+75.0
0
V.P.T.
Sta.
302
+95.0
0
Ele
v.
682.5
4
V.P.I.
Sta.
302
+35.0
0
Ele
v.
684.5
6
Ele
v.
677.3
4
Sta.
304
+50.0
0Ele
v.
688.0
3
Sta.
300
+00.0
0
-1.48% -3.35%
"83461'-11
''2154'-11
''8315'-6
572 382STRUCTURE NO. 058-W006
GENERAL PLAN & ELEVATION
Reinforced Soil Mass
Approximate Limits of
Pr. Above Ground Lighting
Pr. Storm Sewer
PR. Buried Lighting Cable
Pr. Temporary Easement
Pr. Water Line
Pr. Gas Line
P.T. Sta. = 306+51.19
P.C. Sta. = 300+75.91
S.E. Run = N/A
T.R. = N/A
e = NC (30 MPH)
E = 131.63'
L = 575.28'
T = 350.19'
R = 400.00'
D = 14° 19' 26"
¬ = 82° 24' 11" (LT)
P.I. Sta. = 304+26.10
PROP. CURVE P_JUG-1
Ele
v.
688.0
3
Sta.
55
+45.0
0
Ele
v.
674.2
1
Sta.
52
+00.0
0
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
lcriscione=USER NAME
60.000 ' / in.=PLOT SCALE
6/12/2020=PLOT DATE
60603202_J
ughandle_
GP
E_
RW
6-01.d
gn
FIL
E
NA
ME
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
MACON
SCALE:
F.A.U.
7448 09-00933-01-BR
CONTRACT NO. 6WGY(165)
CHECKED
KWB
MDC
LMC
MDC
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
2043
2044
53
54
55+00
300+00
301
302
303
304
600+
00
53
54
55+00
Theoretical Top of Leveling PadElev. 676.30
Sta. 302+16.50
3'-
6" typ.
front face of wall
Existing Ground Line at
B-10
of wall
Front face
Copin
g
or realigned
to b
e removed
Curve P Jug-1
£ Logan St.
B-11
Offset 117.27' Rt.
Sta. 300+64.71
Conduit
Pr. Signals Underground
1
105
B-12
£ Brush College Road
Increase
Station
Design, typ.
determined in Final
Textured Surface to be
Increase
Station
£ Jug Handle Connector Road
Reinforced Soil Mass
Approximate Limits of
B-23
Offset 127.06' Rt.
Sta. 300+57.07
"41194'-3"4
1108'-9"87158'-10
1'-
9"
Ex.
Roadway
Limits of
Elev. 684.09
Sta. 301+23.75
Kink Point
Top of Coping
Top of Exposed Panel Line
Elev. 682.84
Sta. 302+16.50
Kink Point
front face of wall
Finished Grade Line at
Top of Parapet
Sta. 303+36.82
Pr. Drainage Structure
Sta. 301+93.66
Pr. Drainage Structure
PC Sta. 300+75.91
Sta. 300+19.85
Pr. Drainage Structure
light pole, typ.
Parapet mounted
Offset 73.33' Rt.
Sta. 301+23.75
Kink Point
Offset 183.96' Rt. Conn. Ramp
Sta. 300+31.00
Offset 60.99' Rt. Brush Coll. Rd. =
P.C. Sta. 53+68.68
Begin Retaining Wall
Offset 60.67' Rt.
Sta. 302+16.50
Kink Point
Offset 61.00' Rt.
Sta. 303+85.18
End Retaining Wall
Offset 60.67' Rt.
Sta. 303+46.11
Elev. 676.20
Sta. 300+57.07
Pr. 4" Gasline
Pr. 24" Waterline
24" Waterline to be removed
12" Waterline to be removed
Lanes
40'-
0"
Media
n
12'-
0"
Lanes
36'-
0"
Pr. R.O.W.
Pr. R
.O.W.
Ex. R.O.W.
Ex. R.O.W.
Logan St.
Use Path
10'-
0"
Shared
Parapet
1'-
5"
Use P
ath
7'-0" S
hared
Copin
g
1'-
9"
(Std. 606001), typ.
Type "B" Gutter
See supplier shop drawings for lengths
0.70 x "H" min. ≥ 8'-0"
Existing ground line
Embankment
soil mass
Limits of reinforced
1.5%2.0%2.0%1.5%
(Looking East)
£ Jug Handle Connector Road
"41Varies, min. 16'-7
2 2 300+31.00 303+85.18
STRUCTURE NO. 058-W006
STA. 300+31.00 TO STA. 303+85.18
MACON COUNTY
F.A.U. 7448 - SECTION 09-00933-01-BR
JUG HANDLE CONNECTOR RAMP
TYPICAL SECTION
TYPICAL SECTION
Parapet
1'-5"
2'-7"
2'-7"
2'-7"
2'-7"
5'-0"
Sidewalk
8'-0"
ROADWAY DIMENSION TABLE
Sidewalk
572 383STRUCTURE NO. 058-W006
TYPICAL SECTION
Lane
12'-0" & Varies
Lane
12'-0" & Varies
Lane
12'-0" & Varies
Lane
14'-0" & Varies
Lane
14'-0" & Varies
Lane
12'-0" & Varies
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
lcriscione=USER NAME
0:2.0000 ':" / in.=PLOT SCALE
6/12/2020=PLOT DATE
60603202_J
ughandle_
Typical Sections_
RW
6-03.d
gn
FIL
E
NA
ME
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
MACON
SCALE:
F.A.U.
7448 09-00933-01-BR
CONTRACT NO. 6WGY(165)
CHECKED
KWB
MDC
LMC
MDC
Soil reinforcement
Parapet
Constant SlopePr. ROW
Theoretical Top of leveling pad
min.
3'-
6"
±14'-
0"
max.
"H"
3'-
3"
2 - 2" Conduit
1 2Start Station End Station
12
303+71.08
303+46.11
300+77.02
300+31.00
303+85.18
303+71.08
301+61.89
300+77.02
Varies
10'-0"
10'-0"
7'-0"
0"
Varies
5'-0"
8'-0"
Cellular Concrete Fill
Select Fill or Lightweight
Panels
F.F. of Precast
grade
Finished
panel line
Top of exposed
6'-10"
Median
PGL
3:1 (H:V)
4"
*
0.67 kips/ft. of wall.
surcharge of 1.0 ksf and horizontal sliding force of
account for the anchorage slab's bearing pressure
The MSE Wall supplier's interval stability design shall*
Sheet 1)
(See Note 3 on
Drainage Inlet
**
**
Fill will be determined in final design.
Limits of Select Fill and Lightweight Cellular Concrete
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
lcriscione=USER NAME
0.1667 ' / in.=PLOT SCALE
6/12/2020=PLOT DATE
60603202_
Cut
Wall_
GP
E_
RW
7-01.d
gn
FIL
E
NA
ME
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
MACON
SCALE:
F.A.U.
7448 09-00933-01-BR
CONTRACT NO. 6WGY(165)
CHECKED
KWB
MDC
LMC
MDC
15
RC
P15
RC
P
15
CM
P
15
CM
P
15
RC
P12
RC
P
WV
WV
WV
WV
AV
N
LEGEND
FIELD UNITS
DESIGN STRESSES
Specifications, 8th Edition
2017 AASHTO LRFD Bridge Design
DESIGN SPECIFICATIONS
6 5
7 8
Faries Parkway
Willia
m St.
Decatur
Lake
Range 3E, 3rd P.M.
Tw
p.
16
N
LOCATION SKETCH
N
Location
Project
KWB
1 2 46+86.60 51+75.69
PLAN
(Along £ Brush College Road)
PROFILE GRADE
Elev. 656.33
Sta. 46+86.59
Begin Wall
Elev. 674.22
Sta. 51+75.60
End Wall
Elev. 653.23
Elev. 672.82
min.
2'-
0"
Directional Distribution: 50:50
Two-Way Traffic
Posted Speed: 35 m.p.h.
Design Speed: 40 m.p.h.
DHV: 1,900 (2035)
ADTT: 1,029 (2010); 1,402 (2035)
ADT:13,900 (2010); 18,950 (2035)
Functional Class: Urban Minor Arterial
F.A.U. Rte. 7448 - Brush College Road
HIGHWAY CLASSIFICATION
1'-
6", typ.
Elev. 654.35
Elev. 656.91
Elev. 661.42
Elev. 665.07
Elev. 669.95
Ex. Inlet
Ex. Manhole
Ex. Guardrail
Property Line
Ex. Vegetation Line
Ex. Fence
Abandoned Underground Fiber Optic Line
Ex. Underground Transmission Line
Ex. RR Track
Ex. Easement
Ex. Sanitary Sewer
Ex. Storm Sewer
Ex. Aerial Line
Ex. Underground Telephone Line
Ex. Water Line
Ex. Gas Line
,
NB lane of Brush College Road to be closed during construction of retaining wall.
New soldier pile retaining wall to be constructed to support existing embankment.
Existing Structure: None
Cerro Gordo St. and Brush College Rd. - Elev. 652.58
Benchmark: "M" in Mueller on fire hydrant at Southeast corner of
Elev. 653.64
Elev. 661.90
determined in final design.
conceptual at this stage and will be
Proposed drainage and utilities are
abandoned or relocated.
with proposed construction will be
Existing drainage and utilities in conflict
See Sheet 2 for wall details.
College Road to the front face of wall.
Wall offsets are measured from £ Brush
Notes:
4.
3.
2.
1.
STRUCTURE NO. 058-W007
STA. 46+86.60 TO STA. 51+75.69
MACON COUNTY
F.A.U. 7448 - SECTION 09-00933-01-BR
BRUSH COLLEGE ROAD
GENERAL PLAN & ELEVATION
(M270 Grade 50, Soldier Pile)
fy = 50,000 psi
fy = 60,000 psi (Reinforcement)
f'c = 3,500 psi
11'-
0"
11'-
0"
Varie
s
1'-
5"
Elev. 668.46
Elev. 666.46
Elev. 665.63
Elev. 663.42
Elev. 662.40
Elev. 661.00
Elev. 660.04
Elev. 659.60
Elev. 672.41
"4326'-2
25'-0"
"4119'-9
19'-0"
"21489'-10
21'-4"21'-4"21'-4" 23'-7"23'-7"
21'-5"
21'-5"30'-0"30'-0"30'-0"
572 384STRUCTURE NO. 058-W007
GENERAL PLAN & ELEVATION
Construction, Expansion Joints
Pr. Inlet
Soil Boring Location
Pr. Above Ground Lighting
Pr. Storm Sewer
Pr. Underground Sanitary Sewer
Pr. Temporary Easement
Pr. Water Line
Pr. Buried Lighting Cable
Pr. Gas Line
Water Line Removal
30'-1"30'-0""8729'-10
"2165'-1090'-0"90'-0"64'-0"90'-0"90'-0"
"2121'-10
22'-0"22'-0"
P.T. Sta. = 48+18.21
P.C. Sta. = 46+86.59
S.E. Run = N/A
T.R. = N/A
e = NC (40 MPH)
E = 0.87'
L = 131.62'
T = 65.82'
R = 2,500.00'
D = 2° 17' 31"
¬ = 3° 00' 59" (RT)
P.I. Sta. = 47+52.41
CURVE P_BRUSH-1
P.T. Sta. = 52+57.19
P.C. Sta. = 51+25.79
S.E. Run = N/A
T.R. = N/A
e = NC (40 MPH)
E = 0.86'
L = 131.40'
T = 65.72'
R = 2,500.00'
D = 2° 17' 31"
¬ = 3° 00' 41" (LT)
P.I. Sta. = 51+91.51
CURVE P_BRUSH-2
Brush College Rd.
Pr. R.O.W.
Pr.
R.O.W.
Ex. R.O.W.
Ex. R.O.W.
£ Brush College Road
Driven Soldier Pile, typ. *
Bottom of Concrete Facing
Top of Wall
Front Face of Wall
Finished Grade at
front face of wall
Measured alongSpacing
Expansion Joint
Spacing
Construction Joint
during final design
elevation to be determined
* Pile section, spacing, and tip
IncreaseStation
at back face of wall
Existing Ground Line
back face of wall
Finished Grade at
Curve P_BRUSH-2
Curve P_BRUSH-1
P.C. Sta. 46+86.59P.T. Sta. 48+18.21
P.C. Sta. 51+25.79
Track
Exist. ICRR
Barrier
Temporary Concrete
Top of Wall
(7' Φ) To Remain
Existing ADM Utility Tube Bridge
Offset 14.10' Rt.
Sta. 46+86.59
Begin Retaining Wall
Offset 21.58' Rt.
Sta. 47+25.01
Kink Point
Offset 21.58' Rt.
Sta. 47+65.56Offset 21.58' Rt.
Sta. 47+91.88
Offset 21.58' Rt.
Sta. 48+10.00
Offset 21.58' Rt.
Sta. 48+60.04
Offset 21.58' Rt.
Sta. 49+40.04
Offset 21.58' Rt.
Sta. 49+30.04
Offset 22.16' Rt.
Sta. 49+69.36
Offset 23.53' Rt.
Sta. 49+89.31
Offset 24.89' Rt.
Sta. 50+09.16
Offset 22.84' Rt.
Sta. 49+79.34Offset 27.62' Rt.
Sta. 50+49.06
Offset 26.95' Rt.
Sta. 50+39.25
Offset 28.62' Rt.
Sta. 50+63.67
Kink Point
Offset 31.86' Rt.
Sta. 50+98.93
Offset 33.94' Rt.
Sta. 51+25.07
1
105
C
E
ELEVATION
Kin
k Point
C E
Elev. 671.73
Sta. 49+69.36
(Looking West at back face of wall)
Elev. 655.62
Elev. 655.40
Elev. 654.94
CC
C
C
C
C
C
C
CC C C C
E
E
EE
Elev. 673.11
Sta. 50+49.06
Elev. 673.69
Sta. 51+25.07
Kin
k Point
Kin
k Point
Invert Elev. 682.05
Sta. 49+43.39
Ex. ADM Pipe
Elev. 664.61
Sta. 48+60.04
Elev. 668.96
Sta. 49+30.04
Elev. 669.58
Sta. 49+40.04
Elev. 672.36
Sta. 49+89.31
Elev. 672.75
Sta. 50+09.16
Elev. 672.93
Sta. 50+39.25
Elev. 671.76
Sta. 49+79.34
Elev. 671.11
Sta. 49+60.94
Elev. 660.96
Sta. 47+91.68
Elev. 661.77
Sta. 48+10.00Elev. 673.49
Sta. 50+98.93
Elev. 674.18
Sta. 51+68.40
B-6
B-9
B-5
road
way
Limits of existin
g
12'-
0"
12'-
0"
Varie
sVarie
s
Sid
ewalk
7'-
0"
B-20
B-21
Elev. 658.85
Sta. 47+25.01
B-7
Elev. 659.66
Sta. 47+65.56
Elev. 662.24
Sta. 48+18.21
Elev. 673.22
Sta. 50+63.67
Offset 21.58' Rt.
Sta. 48+18.21
Offset 21.58' Rt.
Sta. 49+60.94
Kink Point
Offset 37.73' Rt.
Sta. 51+75.60
End Retaining Wall
(Standard 606201-04)Type B Gutter
1'-
9"
Gutter
Sid
ewalk
7'-
0"
of wall
Front face
Varie
sVarie
s
Offset 37.19' Rt.
Sta. 51+68.40
V.P.C.
Sta.
46
+60.0
0
Ele
v.
652.7
0
Ele
v.
664.9
4
V.P.T.
Sta.
50
+40.0
0
380'-0" V.C.
Ele
v.
653.8
4
V.P.I.
Sta.
48
+50.0
0
+0.60%+5.84%
+5.84%
47 48
49 50+00 51
52
facing
Concrete
£ Brush College RoadType "B" gutter
for lagging installation
Limits of soil removal
for structures
Pipe underdrain
min.
2'-
0"
1.5%2.0%
" min.)21Varies (7'-0
2.0%
2 2 46+86.60 51+75.69
max.
12'-
9"±
FacingBottom/Concrete
* Driven soldier pile
Varies (11'-0" min.) 2'-7" Varies (7'-0" max.) 1'-0" 1'-9"
during final designelevation to be determinedPile section, spacing, and tip*
timber lagging
Untreated
wall drain
Geocomposite
Shear studs
" Ø x 6"43
Varies (6'-0" min.)
572 385STRUCTURE NO. 058-W007
TYPICAL SECTIONS
SECTION COUNTY
ILLINOIS FED. AID PROJECT
TOTAL
SHEETS
SHEET
NO.RTE.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
lcriscione=USER NAME
0:2.0000 ':" / in.=PLOT SCALE
6/12/2020=PLOT DATE
60603202_
Cut
Wall_
Typical Sections_
RW
7-04.d
gn
FIL
E
NA
ME
DESIGNED
CHECKED
DRAWN
REVISED
REVISED
REVISED
REVISED SHEET OF SHEETS STA. TO STA.
-
-
-
-
-
-
-
-
MACON
SCALE:
F.A.U.
7448 09-00933-01-BR
CONTRACT NO. 6WGY(165)
CHECKED
KWB
MDC
LMC
MDC
1'-
6"
Varie
s
(Std. 606001), typ.Type "B" Gutter
PR. ROW
Lane
STRUCTURE NO. 058-W007
STA. 46+86.60 TO STA. 51+75.69
MACON COUNTY
F.A.U. 7448 - SECTION 09-00933-01-BR
BRUSH COLLEGE ROAD
TYPICAL SECTION
Existing Ground Line
(Looking North)
Sidewalk
Back Face of wall
Finished grade at
TYPICAL SECTION THROUGH WALL
Exposed
10'-
9"
±
max.
See Std. 704001, typ.
Temporary Concrete Barrier
EX. ROW
Front FaceGrade atFinished
of wallFront Face
(See Rdwy. Plans)
Proposed Fence
2"
min.
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FIL
E N
AM
E:
pw:\\a
eco
m-n
a-p
w.b
entley.c
om:A
EC
OM
_D
S16_
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ments\6
0603202-Brush College\9
00-C
AD GIS\9
10_C
AD\0
3_S
HE
ETS\0
1_
AE
CO
M\Str
uctural\60603202_S-0
1_
GP
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gn
Sheet
MO
DE
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FIL
E N
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E:
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ments\6
0603202-Brush College\9
00-C
AD GIS\9
10_C
AD\0
3_S
HE
ETS\0
1_
AE
CO
M\Str
uctural\60603202_S-0
1_
GP
E.d
gn
Sheet
MO
DE
L:
PLOT SCALE =
= 6/19/2020
elif.ulgerUSER NAME =
PLOT DATE
-
-
-
-
CHECKED
CHECKED
DRAWN
DESIGNED REVISED
REVISED
-
REVISED
-
-
REVISED
-
N.T.S.STRUCTURE NO. 058-9202
F.A.U.
RTE.
09-00933-01-BR
SECTION
MACON
COUNTYTOTAL
572
SHEETS NO.
SHEET
CONTRACT NO. XXXX(XXX)
ILLINOIS FED. AID PROJECT
7448
Allow 50#/sq. ft. for future wearing surface.
LOADING HL-93
Range 3E, 3rd P.M.
Tw
p.
16
N
LOCATION SKETCH
N
Soil Site Class = D
Design Spectral Acceleration at 0.2 sec. (SDS) = 0.277g
Design Spectral Acceleration at 1.0 sec. (SD1) = 0.153g
Seismic Performance Zone (SPZ) = 2
SEISMIC DATA
Design Specifications, 8th Edition
2017 AASHTO LRFD Bridge
DESIGN SPECIFICATIONS
6 5
87
Structure
Proposed
IC
RR
Rd (F
AU 7448)
Brush College
Willia
m St.
Faries Pkwy.
Decatur
LakeNSRR
105
NSRR
STRUCTURE NO. 058-9202
STA. 61+29.19
MACON COUNTY
F.A.U. 7448 SECTION 09-00933-01-BR
OVER FARIES PARKWAY
BRUSH COLLEGE ROAD
GENERAL PLAN & ELEVATION
P.T. Sta. = 61+28.19
P.C. Sta. = 59+08.30
S.E. Run = N/A
T.R. = N/A
e = NC
E = 5.62'
L = 219.89'
T =110.33'
R = 1,080.00'
D = 5° 18' 19"
¬ = 11° 39' 57" (RT)
P.I. Sta. = 60+18.63
PROP. CURVE P_BRUSH4
Faries Parkway traffic to be mainted utilizing staged construction.
Brush College Road to be closed and traffic to be detoured.
Existing Structure: None.
of Cerro Gordo St. and Brush College Road. Elev. 652.58
Bench Mark: "M" in Mueller on fire hydrant at Southeast corner
FIELD UNITS
f'c = 3,500 psi
fy = 60,000 psi (Reinforcement)
fy = 50,000 psi (M270 Grade 50)
DESIGN STRESSES
f'c = 4,000 psi (Superstructure & Appr. Slab)
86'-0''
PT Sta. 61+28.19
£ Brush College Road
R = 1080'
OFFSET SKETCH
Sta. 210+24.23 (Faries Pkwy.)
Sta. 61+30.78 (Brush College Rd.)
£ Faries Pkwy.
116'-0''87'-0''
¡. Brg. N. Abut.¡. Brg. S. Abut.
''8
13'-
5
90°
Sta. 61+28.19
Local Tangent @
90°
90°
89°30'36"
¡ Pier
E EF
Sidewalk Mounted
Bridge Fence Railing,
2.0%2.0%
£ Faries Parkway
¡ Exist. NSRR Track
¡ Future NSRR Track
* 23'-
10"
min. clr.
23'-
478"
min. clr.
ELEVATION
Elev. 676.30
Groundline
Exist. & Prop.
* Railroad Clearance
measured 8'-0"
from ¡ track
Bicycle RailingBicycle Railing
min. clr.
25'-0"
min. clr.
62'-5"
* 23'-
9"
min. clr.
¡ Pier
(Composite full length)
42" Web Plate Girder
typ.
Steel H-Piles,
Elev. 696.90 Elev. 694.17
T/Leveling Pad
Elev. 669.92
T/Leveling Pad
Elev. 670.16
EB P.G.L. WB P.G.L.
min. clr.
7'-2"
TSRS, typ. Elev. 672.12
Sta. 61+24.00
Light Pole
Retaining Wall
Front Face Modular
Retaining Wall
Front Face Modular
S.N. 058-W003
Retaining Wall
Prop. Modular
S.N. 058-W004
Retaining Wall
Prop. Modular
210
+00
502
159
160
+00
60+00
61 62 63
210
+00
502
60+00
61 62 63
WV
WV
WV
WV
VP
WV
Bk. N. Abut.
Sta. 62+47.19
Elev. 703.80
¡ Brg. N. Abut.
Sta. 62+45.19
Elev. 703.83
Bk. S. Abut.
Sta. 60+40.10
Elev. 702.79
¡ Brg. S. Abut.
Sta. 60+42.10
Elev. 702.83
207'-0'' Bk. to. Bk. Abutments
Rdwy.
24'-0"
23'-0"
Rdwy.
24'-0"
Appr. Slab
30'-0"
Appr. Slab
30'-0"10'-
8''
PLAN
1'-
5''
1'-
5''
N
Stations
Increase
Statio
ns
Increase
Path
8'-0"
B-15
B-16
min.
25'-0"
MSE Wall
Front Face
typ.
B6.24 CC&G
Parapet
1'-
5"
Rd
wy.
24'-
0"
Rd
wy.
24'-
0"
Path
10'-
8"
£ Brush College Road
90°0'0"
Min. Clear
62'-5" 8'-0''
£ Faries Parkway
LEGEND
Pr. ROW
Pr. Temp. Easement
Future RR Track
Pr. Gas Line
Pr. Water Line
Pr. Underground Sanitary Sewer
Pr. Storm Sewer
Pr. Above Ground Lighting
Pr. Drainage Inlet
Soil Boring
Temporary Soil Retention
System (TSRS)
ICRRICRR
NS
RR
NS
RR
Span 1
87'-0"
2'-0"
Span 2
116'-0"
2'-0"
Measured along
Local Tangent
Sta. 61+30.78 (Brush College Rd.)
Sta. 210+24.23 (Faries Pkwy.)
¡ Pier
Sta. 61+29.19
Elev. 704.25
90°
Future
NS
RR
Future
NS
RR
89°30'36"
Typ.
Curve P BRUSH4
PT Sta. 61+28.19
8'-0''
Sta. 61+94.50
(Brush College Rd.)
Sta. 210+23.77
(NSRR)
Pr.
Te
mp.
Ease
mentPr. ROW
Ex. R
OW
Ex.
RO
W
Ex. ROW
RR Statio
ns
Increase
RR Stations
Increase
MSE Wall
Front Face vert. clearance
Point of min. rdwy.
Varie
s
65'-
6" to 75'-
334"
O. to
O.
210
+00
14 15 16
Prop. RR Gate, typ.
Ex. ROW
Ex. RR Track
Ex. Gas Line
Ex. Water Line
Ex. Underground
Telephone Line
Ex. Underground
Fiber Optic
Ex. Aerial LIne
Ex. Electric
Ex. Storm Sewer
Ex. Sanitary Sewer
Path
10'-
8"
Lane
Varie
s
Rd
wy.
24'-
0"
Taper
Lane
Varie
s
Rd
wy.
24'-
0"
Taper
Shldr.
2'-
0"
Shldr.
2'-
0"
min. clr.
7'-2"
min. clr."
21
15'-
7
@ Pier
26'-
0" to 32'-
2"
Varie
s
26'-
0" to 29'-
6"
Varie
s
@ Sta. 61+28.19
Local Tangent
Name Plate
B-24
B-25
(S.N. 058-W003)
Wall System
Modular Retaining
Crashworthy (S.N. 058-W004)
Wall System
Modular Retaining
Crashworthy
(Ex. NSRR)
clearance *
Point of min. vert.
(Future NSRR)
clearance *
Point of min. vert.
MCC
MCC
DD
DD
386
GENERAL PLAN AND ELEVATION
DEPARTMENT OF TRANSPORTATION
STATE OF ILLINOIS
FIL
E N
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ments\6
0603202-Brush College\9
00-C
AD GIS\9
10_C
AD\0
3_S
HE
ETS\0
1_
AE
CO
M\Str
uctural\60603202_S-0
2_
General-
Data.d
gn
Sheet
MO
DE
L:
FIL
E N
AM
E:
pw:\\a
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m-n
a-p
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EC
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ments\6
0603202-Brush College\9
00-C
AD GIS\9
10_C
AD\0
3_S
HE
ETS\0
1_
AE
CO
M\Str
uctural\60603202_S-0
2_
General-
Data.d
gn
Sheet
MO
DE
L:
PLOT SCALE =
= 6/19/2020
elif.ulgerUSER NAME =
PLOT DATE
-
-
-
-
CHECKED
CHECKED
DRAWN
DESIGNED REVISED
REVISED
-
REVISED
-
-
REVISED
-
N.T.S.STRUCTURE NO. 058-9202
F.A.U.
RTE.
09-00933-01-BR
SECTION
MACON
COUNTYTOTAL
572
SHEETS NO.
SHEET
CONTRACT NO. XXXX(XXX)
ILLINOIS FED. AID PROJECT
7448
Structure
Proposed
PV
C Sta.
60
+15
Ele
v.
702.1
1
PV
T Sta.
64
+25
Ele
v.
698.0
0
PVI Sta.
62
+20
Ele
v.
708.2
5
+3.00% -5.00%
+3.00%
LVC = 410'
(Along £ Proposed Roadway)
PV
T Sta.
208
+40
Ele
v.
673.6
5
PV
T Sta.
209
+90
Ele
v.
675.0
9
PV
C Sta.
209
+30
Ele
v.
674.6
6
PVI Sta.
209
+60
Ele
v.
675.0
0
+0.30%+1.12%
(Along £ Proposed Roadway)
LVC = 60'
+1.12%+0.30%
PROFILE GRADE - BRUSH COLLEGE ROAD PROFILE GRADE - FARIES PARKWAY
@ ¡ ICRR Track
Sta. 209+81.69
Elev. 675.06
@ £ Brush College
Sta. 210+24.23
Elev. 675.19
@ £ Faries Pkwy.
Sta. 61+30.78
Elev. 704.26
Sta.
59
+00
Ele
v.
698.6
7
Sta.
211
+00
Ele
v.
675.4
2
@ ¡ Exist. NSRR Track
Sta. 61+94.50
Elev. 704.34
@ ¡ Future NSRR Track
Sta. 62+14.94
Elev. 704.19
ITEM UNIT SUPER SUB TOTAL
TOTAL BILL OF MATERIALGENERAL NOTES
and bottom flange of the fascia beams shall be -.
gray, Munsell No. 5B 7/1. The color of the final finish coat for the exterior
noted. The color of the final finish coat for all interior steel surfaces shall be
used for shop and field painting of new structural steel except where otherwise
The Inorganic Zinc Rich Primer / Acrylic / Acrylic Paint System shall be
Concrete Sealer shall be applied to the designated areas of the pier.
either by grinding the surface or by shimming the bearings.
inch (0.01 ft.). Adjustment shall be made81elevations within a tolerance of
Bearing seat surfaces shall be constructed or adjusted to the designated
beam at each of these additional bracket locations.
hardwood blocking shall be wedged between the exterior and first interior
Specifications. If additional cantilever forming brackets are required,
required for the hardwood blocks in Article 503.06(b) of the Standard
beams or girders, the brackets shall be placed at the same locations as
If the Contractor elects to use cantilever forming brackets on the exterior
Reinforcement bars designated (E) shall be epoxy coated.
No field welding is permitted except as specified in the contract documents.
M270 Grade 36 = xxx,xxx lbs.
M270 Grade 50 = xxx,xxx lbs.
Calculated weight of Structural Steel
-in. Ø, unless otherwise noted.
painted areas and ASTM A325 Type 3 in unpainted areas). Bolts -in. Ø, holes
Fasteners shall be ASTM A325 Type 1, mechanically galvanized bolts (in
6.
5.
4.
3.
2.
1.
8.
7.
(Looking North)
Sta.
210
+04.3
8
Ele
v.
675.6
4
Sta.
210
+40.7
4
Ele
v.
676.1
2
Sta.
210
+92.1
9
Ele
v.
676.1
8
Sta.
209
+70.0
0
Ele
v.
675.6
4
Sta.
211
+50.0
0
Ele
v.
675.6
4
@ ¡ ICRR Track
Sta. 209+81.79
Elev. 675.64
@ £ Brush College Road
Sta. 210+23.77
Elev. 675.90
Sta.
211
+28.4
8
Ele
v.
675.6
4
Sta.
13
+75.0
0
Ele
v.
673.9
0
Sta.
14
+41.4
5
Ele
v.
675.6
4
Sta.
15
+66.7
1
Ele
v.
675.6
4
Sta.
16
+42.7
5
Ele
v.
674.6
4
@ £ Faries Parkway
Sta. 14+89.06
Elev. 675.64
@ ¡ NSRR Track
Sta. 15+52.88
Elev. 675.64
(Looking West)
TOP OF RAIL - ICRR Track
TOP OF RAIL - NSRR Track
Showing existing track. Future NSRR track profile assumed
to match existing NSRR track profile and elevations.
INDEX OF SHEETS
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
* Sheet to be provided in future submittal.
See Std. 515001
STRUCTURE NO. 058-9202
LOADING HL-93
F.A.U. 7448 SEC. 09-00933-01-BR
CITY OF DECATUR
BUILT 20__ BY
STATION 61+29.19
NAME PLATE
Soil Boring Logs III
Soil Boring Logs II
Soil Boring Logs I
HP Pile Details
Pier Details
North Abutment Details
South Abutment Details
Bearing Details
Girder Splice Details
Girder Camber Details
Girder Moment & Reaction Tables
Framing Details
Framing Plan and Girder Elevation
Bridge Fence Railing, Sidewalk Mounted
Bicycle Railing
Bridge Fence Railing, Parapet Mounted
Bridge Approach Slab Details II
Bridge Approach Slab Details I
Diaphragm Details
Concrete Parapet Slipform Option
Superstructure Details III
Superstructure Details II
Superstructure Details I
Superstructure
Top of Approach Slab Elevations II
Top of Approach Slab Elevations I
Top of Slab Elevations III
Top of Slab Elevations II
Top of Slab Elevations I
Substructure Layout
General Data
General Plan and Elevation
S-32
S-31
S-30
S-29
S-28
S-27
S-26
S-25
S-24
S-23
S-22
S-21
S-20
S-19
S-18
S-17
S-16
S-15
S-14
S-13
S-12
S-11
S-10
S-09
S-08
S-07
S-06
S-05
S-04
S-03
S-02
S-01
SECTION THRU SEMI-INTEGRAL ABUTMENT(Horiz. dim. @ Rt. �'s)
Note:
* Fabric Reinforced Elastomeric Mat according to Section 1028
of the Standard Specifications. Fabric mat shall be 24" wide
and attached full width and vertically at edges to the abutment
cap with a 38" x 5" steel plate and 12" Ø studs with nuts and
washers at 12" cts. Cost included with Concrete Superstructure.
Bk. of Abut.
Approach slab
Bridge Omission
as recommended by supplier.
abutment cap with suitable adhesive
bonded toand vertically at edges
Standard Specifications) full width
2" PJF (per Article 1051.09 of the
1'-
9''
1'-0''
1'-
0''
4''
min.
3'-
6"
for Structures
Granular Backfill
CIP Coping
6''
1
1
¡ Brg.
2'-0''
Elastomeric Brg.
Slope to Drain
3'-0'' 4'-3''
Concrete Fill
Lightweight Cellular
Select backfill or
min.
6"
Wall System
Modular Retaining
Front Face of
Elastomeric Mat
Fabric Reinforced
Pipe (CMP)
Corrugated Metal
MCC
MCCGENERAL DATA
387
Recommended