electrical symbols for proposed work...09-00933-01-br rte. f.a.u. scale: sheet of sheets sta. to...

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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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572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.



STATE OF ILLINOIS

PHONE: (217) 875-4800 FAX: (217) 875-3577



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


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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6/12/2020

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DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.



STATE OF ILLINOIS

PHONE: (217) 875-4800 FAX: (217) 875-3577



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


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

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DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.



STATE OF ILLINOIS

PHONE: (217) 875-4800 FAX: (217) 875-3577



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

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AR

KW

AY

AB

UT

ME

NT

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UT

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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


BRUSH COLLEGE ROAD

12"x12"x6" SS JB ATS

PR £ BRUSH

FARIES

PR £

PR RR GATE

PR RR GATE

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PLOT SCALE =

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6/12/2020

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DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.



STATE OF ILLINOIS

PHONE: (217) 875-4800 FAX: (217) 875-3577



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


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:

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00-C

AD GIS\9

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way\6

0603202_S

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6/12/2020

-CHECKED

DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.



STATE OF ILLINOIS

PHONE: (217) 875-4800 FAX: (217) 875-3577



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


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

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E:

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3_S

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Defa

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L:

6/12/2020

-CHECKED

DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.



STATE OF ILLINOIS

PHONE: (217) 875-4800 FAX: (217) 875-3577



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


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

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m-n

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3_S

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way\6

0603202_S

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MO

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L:

6/12/2020

-CHECKED

DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.



STATE OF ILLINOIS

PHONE: (217) 875-4800 FAX: (217) 875-3577



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


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.

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PLOT DATEFIL

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-DESIGNED

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REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


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COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.



STATE OF ILLINOIS

PHONE: (217) 875-4800 FAX: (217) 875-3577



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


JUG HANDLE CONNECTOR ROAD

PR £ JUG

PR £ LOGAN

=

PLOT SCALE =

= 6/12/2020

myerscUSER NAME

40.0000 ' / in.

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PLOT DATEFIL

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Wirin

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REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


MACON

COUNTYTOTAL

SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.



STATE OF ILLINOIS

PHONE: (217) 875-4800 FAX: (217) 875-3577



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


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

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-DESIGNED

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REVISED

REVISED

-

REVISED

-

-

REVISED

-

572


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SHEETS

SHEET

NO.


09-00933-01-BR

SECTION

RTE.

F.A.U.



STATE OF ILLINOIS

PHONE: (217) 875-4800 FAX: (217) 875-3577



373

RL-11

11 12N.T.S

MAE

CAM

WDS

ELECTRICAL DETAILS

PHASE

=

PLOT SCALE =

= 6/12/2020

myerscUSER NAME

40.0000 ' / in.

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REVISED

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REVISED

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-

572


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SHEETS

SHEET

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09-00933-01-BR

SECTION

RTE.

F.A.U.



STATE OF ILLINOIS

PHONE: (217) 875-4800 FAX: (217) 875-3577



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


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


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



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.


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


TOTAL

SHEETS

SHEET

NO.RTE.


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



SDS

CWC

DLH

SDS


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


TOTAL

SHEETS

SHEET

NO.RTE.


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



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.

**


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


*

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



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


**

**

Embankment


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


*

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 *


for lengths



Front face

of wall

Precast Modular

Retaining Wall

System



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


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


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


STA. 62+39.94 TO STA. 69+25.00

MACON COUNTY

F.A.U. 7448 - SECTION 09-00933-01-BR

BRUSH COLLEGE ROAD



Two-Way Traffic



DHV: 1,900 (2035)

ADTT: 1,029 (2010); 1402 (2035)

ADT: 13,900 (2010); 18,950 (2035)

Functional Class; Urban Minor Arterial


HIGHWAY CLASSIFICATION

PARTIAL ELEVATION

(Looking West at Front Face of East Wall)

remain

Existing Track to

(See Note 3)

572 378STRUCTURE NO. 058-W004


Water Line Removal

System (TSRS)

Temporary Soil Retention


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




Concrete Cellular Fill

Approximate Limits of Lightweight

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.


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


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


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


Sta. 66+86.16


Sta. 67+04.19


Sta. 67+90.21


Sta. 68+68.22


min.,

3'-

6"

typ.

West Wall

678'-6"

light pole, typ.

Parapet mounted

East Wall

"83632'-5

572 379

2 4


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


TOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS


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


-

-

-

-

-

-

-

-

MACON

SCALE:

F.A.U.

7448 09-00933-01-BR


CHECKED

KWB

MDC

LMC

MDC

Sta. 68+51.19


* 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"



"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


"83min. 6'-5

3'-

3"

4'-

6"

69+25.00 62+39.94

1'-6"

ROADWAY DIMENSION TABLE

¡ ICRR

max.

12'-

0"


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 0' to 2'-0"

8"

typ.

2 - 2" conduit,

572 380

3 4


TYPICAL SECTION


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


TOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS


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


-

-

-

-

-

-

-

-

MACON

SCALE:

F.A.U.

7448 09-00933-01-BR


CHECKED

KWB

MDC

LMC

MDC

5

8'-0"8'-0"


±31-10"

max.

"H"

1'-5"

(Shared Use Path)


Select Fill or LightweightCellular Concrete Fill


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



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


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


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


TYPICAL SECTIONS

soil mass

Limits of reinforced

Varies, min. 18'-9""



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


TOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS


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


-

-

-

-

-

-

-

-

MACON

SCALE:

F.A.U.

7448 09-00933-01-BR


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


Concrete Fill


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




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. 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 £ Jug Handle Connector Road)


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


STA. 300+31.00 TO STA. 303+85.18

MACON COUNTY

F.A.U. 7448 - SECTION 09-00933-01-BR

JUG HANDLE CONNECTOR ROAD


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


Two-Way Traffic



DHV: 1,900 (2035)

ADTT: 1,029 (2010); 1,402 (2035)

ADT:13,900 (2010); 18,950 (2035)




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






Pr. Storm Sewer

PR. Buried Lighting Cable


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


TOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS


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


-

-

-

-

-

-

-

-

MACON

SCALE:

F.A.U.

7448 09-00933-01-BR


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


Increase

Station

Design, typ.

determined in Final

Textured Surface to be

Increase

Station




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


PC Sta. 300+75.91

Sta. 300+19.85


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


0.70 x "H" min. ≥ 8'-0"


Embankment

soil mass

Limits of reinforced

1.5%2.0%2.0%1.5%

(Looking East)



2 2 300+31.00 303+85.18


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


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


TOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS


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


-

-

-

-

-

-

-

-

MACON

SCALE:

F.A.U.

7448 09-00933-01-BR


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"



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


TOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS


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


-

-

-

-

-

-

-

-

MACON

SCALE:

F.A.U.

7448 09-00933-01-BR


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




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


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"


Two-Way Traffic



DHV: 1,900 (2035)

ADTT: 1,029 (2010); 1,402 (2035)

ADT:13,900 (2010); 18,950 (2035)




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. 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


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.


STA. 46+86.60 TO STA. 51+75.69

MACON COUNTY

F.A.U. 7448 - SECTION 09-00933-01-BR

BRUSH COLLEGE ROAD


(M270 Grade 50, Soldier Pile)

fy = 50,000 psi


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"



Construction, Expansion Joints

Pr. Inlet



Pr. Storm Sewer



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.


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


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.)


TYPICAL SECTIONS

SECTION COUNTY


TOTAL

SHEETS

SHEET

NO.RTE.


STATE OF ILLINOIS


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


-

-

-

-

-

-

-

-

MACON

SCALE:

F.A.U.

7448 09-00933-01-BR


CHECKED

KWB

MDC

LMC

MDC

1'-

6"

Varie

s

(Std. 606001), typ.Type "B" Gutter

PR. ROW

Lane


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


(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.


STATE OF ILLINOIS

FIL

E N

AM

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uctural\60603202_S-0

1_

GP

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Sheet

MO

DE

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00-C

AD GIS\9

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1_

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1_

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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



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


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


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 = 50,000 psi (M270 Grade 50)

DESIGN STRESSES

f'c = 4,000 psi (Superstructure & Appr. Slab)

86'-0''

PT Sta. 61+28.19


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"


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. Storm Sewer


Pr. Drainage Inlet

Soil Boring


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


STATE OF ILLINOIS

FIL

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Data.d

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Sheet

MO

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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



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


Select backfill or

min.

6"

Wall System

Modular Retaining

Front Face of

Elastomeric Mat

Fabric Reinforced

Pipe (CMP)

Corrugated Metal

MCC

MCCGENERAL DATA

387

electrical symbols for proposed work...09-00933-01-br rte. f.a.u. scale: sheet of sheets sta. to...

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