construction code retaining building highway … · 2 days ago · lmb wbs lmb 16 25 summary of...

LMB

WBS

LMB

16 25

18ASUMMARY OF QUANTITIES

N/A

DENOTES SPECIALTY ITEM*

CONSTRUCTION CODE

ROADWAYWALL

RETAINING

WALL

RETAINING

WALL

RETAINING

WALL

RETAININGBRIDGE

DEMOLITION

BUILDING

LIGHTING

HIGHWAYRAILROAD

CODE TOTAL 0004 0044 0044 0044 0044 0008 0004 0021 0004

NO. ITEM UNIT URBAN 058-W003 058-W004 058-W006 058-W007 058-9202 URBAN URBAN URBAN

87301900CONDUCTOR, NO. 6 1C

ELECTRIC CABLE IN CONDUIT, EQUIPMENT GROUNDINGFOOT 0

87501000 TRAFFIC SIGNAL POST, 14 FT. EACH 0

87600100 PEDESTRIAN PUSH-BUTTON POST, TYPE I EACH 0

87702920 STEEL COMBINATION MAST ARM ASSEMBLY AND POLE 38 FT. EACH 0




87704554MAST ARMS, 54 FT. AND 46 FT.

STEEL COMBINATION MAST ARM ASSEMBLY AND POLE WITH DUALEACH 0

87800100 CONCRETE FOUNDATION, TYPE A FOOT 0

87800200 CONCRETE FOUNDATION, TYPE D FOOT 0

87800415 CONCRETE FOUNDATION, TYPE E 36-INCH DIAMETER FOOT 0

87900200 DRILL EXISTING HANDHOLE EACH 0

88040070BRACKET MOUNTED

SIGNAL HEAD, POLYCARBONATE, LED, 1-FACE, 3-SECTION,EACH 0

88040090MAST ARM MOUNTED

SIGNAL HEAD, POLYCARBONATE, LED, 1-FACE, 3-SECTION,EACH 0

=

PLOT SCALE =

= 6/19/2020

busanskylUSER NAME

2.0000 ' / 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\G

eneral\60603202_S

HT_S

OQ-1

6.d

gn

Defa

ult

MO

DE

L:

6/12/2020

-CHECKED

DATE -

-DESIGNED

DRAWN -

REVISED

REVISED

-

REVISED

-

-

REVISED

-

572

CONTRACT NO. XXXX(XXX)

MACON

COUNTYTOTAL

SHEETS

SHEET

NO.

FED. AID PROJECTILLINOIS

09-00933-01-BR

SECTION

RTE.

F.A.U.

TO STA.STA.SHEETSOFSHEETSCALE:

DEPARTMENT OF TRANSPORTATION

STATE OF ILLINOIS

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

DECATUR, IL 62526-6161

345 EAST ASH AVENUE, SUITE B

7448

LMB

WBS

LMB

17 25

18BSUMMARY OF QUANTITIES

N/A


CONSTRUCTION CODE

ROADWAYWALL

RETAINING

WALL

RETAINING

WALL

RETAINING

WALL

RETAININGBRIDGE

DEMOLITION

BUILDING

LIGHTING

HIGHWAYRAILROAD

CODE TOTAL 0004 0044 0044 0044 0044 0008 0004 0021 0004


88102825BRACKET MOUNTED WITH COUNT DOWN TIMER

PEDESTRIAN SIGNAL HEAD, POLYCARBONATE, LED, 1-FACE,EACH 0

88200510 TRAFFIC SIGNAL BACKPLATE, RETROREFLECTIVE EACH 0

88800100 PEDESTRIAN PUSH-BUTTON EACH 0

89000100 TEMPORARY TRAFFIC SIGNAL INSTALLATION EACH 0

89502300 REMOVE ELECTRIC CABLE FROM CONDUIT FOOT 0

* 89502375 REMOVE EXISTING TRAFFIC SIGNAL EQUIPMENT EACH 0

89502380 REMOVE EXISTING HANDHOLE EACH 0

* 89502382 REMOVE EXISTING DOUBLE HANDHOLE EACH 0

89502385 REMOVE EXISTING CONCRETE FOUNDATION EACH 0

* Z0004544 HOT-MIX ASPHALT DRIVEWAY PAVEMENT REMOVAL SQ YD 0

* Z0007601 BUILDING REMOVAL NO. 1 L SUM 0




=

PLOT SCALE =

= 6/19/2020

busanskylUSER NAME

2.0000 ' / 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


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

1_

AE

CO

M\G

eneral\60603202_S

HT_S

OQ-1

7.d

gn

Defa

ult

MO

DE

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



7448

LMB

WBS

LMB

18 25

18CSUMMARY OF QUANTITIES

N/A


CONSTRUCTION CODE

ROADWAYWALL

RETAINING

WALL

RETAINING

WALL

RETAINING

WALL

RETAININGBRIDGE

DEMOLITION

BUILDING

LIGHTING

HIGHWAYRAILROAD

CODE TOTAL 0004 0044 0044 0044 0044 0008 0004 0021 0004








* Z0013798 CONSTRUCTION LAYOUT L SUM 0

* Z0015500 DEBRIS REMOVAL L SUM 0

* Z0022800 FENCE REMOVAL FOOT 0

* Z0030850 TEMPORARY INFORMATION SIGNING SQ FT 0

* Z0033020 LUMINAIRE SAFETY CABLE ASSEMBLY EACH 0

* Z0045100 PRESSURE CONNECTION 12" X 12" EACH 0

* Z0045400 PRESSURE CONNECTION 16" X 16" EACH 0

* Z0046304 PIPE UNDERDRAINS FOR STRUCTURES 4" FOOT 0

=

PLOT SCALE =

= 6/19/2020

busanskylUSER NAME

2.0000 ' / 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


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

1_

AE

CO

M\G

eneral\60603202_S

HT_S

OQ-1

8.d

gn

Defa

ult

MO

DE

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



7448

LMB

WBS

LMB

19 25

18DSUMMARY OF QUANTITIES

N/A


CONSTRUCTION CODE

ROADWAYWALL

RETAINING

WALL

RETAINING

WALL

RETAINING

WALL

RETAININGBRIDGE

DEMOLITION

BUILDING

LIGHTING

HIGHWAYRAILROAD

CODE TOTAL 0004 0044 0044 0044 0044 0008 0004 0021 0004


* Z0048665 RAILROAD PROTECTIVE LIABILITY INSURANCE L SUM 0

* Z00498011

REMOVAL AND DISPOSAL OF FRIABLE ASBESTOS, BUILDING NO.L SUM 0

* Z00498022


* Z00498033


* Z00498044


* Z00498055


* Z00498066


* Z00498077


* Z00498088


* Z00498099


* Z004981010


* Z0056900 SANITARY SEWER 8" FOOT 0

* Z0062456 TEMPORARY PAVEMENT SQ YD 0

* Z0064600 SELECTIVE CLEARING ACRE 0

=

PLOT SCALE =

= 6/19/2020

busanskylUSER NAME

2.0000 ' / 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


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

1_

AE

CO

M\G

eneral\60603202_S

HT_S

OQ-1

9.d

gn

Defa

ult

MO

DE

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



7448

LMB

WBS

LMB

20 25

18ESUMMARY OF QUANTITIES

N/A


CONSTRUCTION CODE

ROADWAYWALL

RETAINING

WALL

RETAINING

WALL

RETAINING

WALL

RETAININGBRIDGE

DEMOLITION

BUILDING

LIGHTING

HIGHWAYRAILROAD

CODE TOTAL 0004 0044 0044 0044 0044 0008 0004 0021 0004


* Z0067600 STEEL CASINGS 18" FOOT 0



* Z0073510 TEMPORARY TRAFFIC SIGNAL TIMING EACH 0

* X0100019 SPECIAL WASTE PLANS AND REPORTS (SPECIAL) L SUM 0

* X0322464 ABANDON AND FILL EXISTING SANITARY MANHOLE EACH 0

* X0322786 SANITARY SEWER TESTING L SUM 0

* X0324636 WATER VALVE BOXES TO BE ABANDONED EACH 0

* X0325003 REMOVE EXISTING VALVE AND VAULT EACH 0

* X0325207 TELEVISION INSPECTION OF SEWER FOOT 0

* X0325318 LIGHTWEIGHT CELLULAR CONCRETE FILL CU YD 0

* X0326382 CONCRETE BARRIER BASE (SPECIAL) FOOT 0

* X0326712 ABANDON AND FILL EXISTING SANITARY SEWER EACH 0

* X0327078 REMOVE FIRE HYDRANT AND VALVE ASSEMBLY EACH 0

=

PLOT SCALE =

= 6/19/2020

busanskylUSER NAME

2.0000 ' / 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


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

1_

AE

CO

M\G

eneral\60603202_S

HT_S

OQ-2

0.d

gn

Defa

ult

MO

DE

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



7448

LMB

WBS

LMB

21 25

18FSUMMARY OF QUANTITIES

N/A


CONSTRUCTION CODE

ROADWAYWALL

RETAINING

WALL

RETAINING

WALL

RETAINING

WALL

RETAININGBRIDGE

DEMOLITION

BUILDING

LIGHTING

HIGHWAYRAILROAD

CODE TOTAL 0004 0044 0044 0044 0044 0008 0004 0021 0004


* X0327902 MAILBOX REMOVE AND REPLACE EACH 0

* X1200149 DUCTILE IRON WATER MAIN 30" FOOT 0

* X1200221 NON-PRESSURE CONNECTION TO EXISTING WATER MAIN EACH 0

* X1200230 PRESSURE TESTING AND DISINFECTION L SUM 0

* X1400399 VIDEO DETECTION SYSTEM COMPLETE EACH 0

* X2010400 STUMP REMOVAL ONLY UNIT 0

* X5509900 ABANDON AND FILL EXISTING STORM SEWER FOOT 0

* X5510100 STORM SEWER REMOVAL FOOT 0

* X5610004 DUCTILE IRON WATER MAIN FITTINGS POUND 0

* X5610012 CAP EXISTING WATER MAIN EACH 0

* X5610656 WATER MAIN TO BE ABANDONED, 6" FOOT 0




=

PLOT SCALE =

= 6/19/2020

busanskylUSER NAME

2.0000 ' / 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


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

1_

AE

CO

M\G

eneral\60603202_S

HT_S

OQ-2

1.d

gn

Defa

ult

MO

DE

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



7448

LMB

WBS

LMB

22 25

18GSUMMARY OF QUANTITIES

N/A


CONSTRUCTION CODE

ROADWAYWALL

RETAINING

WALL

RETAINING

WALL

RETAINING

WALL

RETAININGBRIDGE

DEMOLITION

BUILDING

LIGHTING

HIGHWAYRAILROAD

CODE TOTAL 0004 0044 0044 0044 0044 0008 0004 0021 0004


* X5610700 WATER MAIN REMOVAL FOOT 0

* X5610746 WATER MAIN LINE STOP 6" EACH 0





* X6022810LID

MANHOLES, SANITARY, 4'-DIAMETER, TYPE 1 FRAME, CLOSEDEACH 0

* X6026623 VALVE BOX EACH 0

* X6026632 VALVE BOXES TO BE REMOVED EACH 0

* X6320100 GUARDRAIL REMOVAL SPECIAL FOOT 0

* X6370279 CONCRETE BARRIER, SINGLE FACE, 42 INCH HEIGHT (SPECIAL) FOOT 0

* X6640300 CHAIN LINK FENCE REMOVAL FOOT 0

* X7010216 TRAFFIC CONTROL AND PROTECTION, (SPECIAL) L SUM 0

* X8250510 LIGHTING CONTROLLER FOUNDATION EACH 0

=

PLOT SCALE =

= 6/19/2020

busanskylUSER NAME

2.0000 ' / 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


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

1_

AE

CO

M\G

eneral\60603202_S

HT_S

OQ-2

2.d

gn

Defa

ult

MO

DE

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



7448

LMB

WBS

LMB

23 25

18HSUMMARY OF QUANTITIES

N/A


CONSTRUCTION CODE

ROADWAYWALL

RETAINING

WALL

RETAINING

WALL

RETAINING

WALL

RETAININGBRIDGE

DEMOLITION

BUILDING

LIGHTING

HIGHWAYRAILROAD

CODE TOTAL 0004 0044 0044 0044 0044 0008 0004 0021 0004


* X8301042 MAST ARM, ALUMINUM, 12 FT. EACH 0

* X8870300 EMERGENCY VEHICLE PRIORITY SYSTEM EACH 0

* WATER VALVES 30" EACH 0

* DUCTILE IRON WATER MAIN IN CASING PIPE, 8" FOOT 0



* WATER MAIN TO BE ABANDONED, 24" FOOT 0

* PRESSURE CONNECTION 24" X2 4" EACH 0

* SANITARY SEWER IN CASING PIPE, 8" FOOT 0

* RAISED REFLECTIVE PAVEMENT MARKER (BRIDGE) EACH 0

* PRISMATIC CURB REFLECTOR EACH 0

* MOBILIZATION L SUM 0

* FLAGGERS CAL DA 0

* REMOVE TRACK; RAILS, WOOD TIES AND OTM TF 0

=

PLOT SCALE =

= 6/19/2020

busanskylUSER NAME

2.0000 ' / 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


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

1_

AE

CO

M\G

eneral\60603202_S

HT_S

OQ-2

3.d

gn

Defa

ult

MO

DE

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



7448

LMB

WBS

LMB

24 25

18ISUMMARY OF QUANTITIES

N/A


CONSTRUCTION CODE

ROADWAYWALL

RETAINING

WALL

RETAINING

WALL

RETAINING

WALL

RETAININGBRIDGE

DEMOLITION

BUILDING

LIGHTING

HIGHWAYRAILROAD

CODE TOTAL 0004 0044 0044 0044 0044 0008 0004 0021 0004


* TRACK PANEL REMOVAL TF 0

* ASPHALT REMOVAL SQ YD 0

* HAULING/DISPOSAL L SUM 0

* STRIPPING, TOPSOIL SQ YD 0

* EXCAVATION TO EMBANKMENT CU YD 0

* EXCAVATION TO WASTE CU YD 0

* SUBBALLAST CU YD 0

* TRACK BALLAST CU YD 0

* NO. 2 HARDWOOD TRACK TIES (20" CENTERS) EACH 0

* NEW CROSSING TIES AND OTM TF 0

* RAIL, 115LB RE, CWR FOOT 0

* CUT SPIKE FASTENERS KEGS 0

* BOX ANCHORS EACH 0

* TIE PLATES EACH 0

=

PLOT SCALE =

= 6/19/2020

busanskylUSER NAME

2.0000 ' / 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


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

1_

AE

CO

M\G

eneral\60603202_S

HT_S

OQ-2

4.d

gn

Defa

ult

MO

DE

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



7448

LMB

WBS

LMB

25 25

18JSUMMARY OF QUANTITIES

N/A


CONSTRUCTION CODE

ROADWAYWALL

RETAINING

WALL

RETAINING

WALL

RETAINING

WALL

RETAININGBRIDGE

DEMOLITION

BUILDING

LIGHTING

HIGHWAYRAILROAD

CODE TOTAL 0004 0044 0044 0044 0044 0008 0004 0021 0004


* TRACK SHIFT TF 0

* TRACK SURFACE AND LINE TF 0

* TRAFFIC CONTROL PLAN AND IMPLEMENTATION L SUM 0

* TRACK PANEL - OMNI FULL DEPTH HEAVY DUTY RUBBER TF 0

* ASPHALT TRACK COAT SQ YD 0

* HOT MIX ASPHALT TON 0

* SEEDING SQ YD 0

=

PLOT SCALE =

= 6/19/2020

busanskylUSER NAME

2.0000 ' / 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


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

1_

AE

CO

M\G

eneral\60603202_S

HT_S

OQ-2

5.d

gn

Defa

ult

MO

DE

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



7448

=

PLOT SCALE =

= 6/16/2020

busanskylUSER NAME

20.0000 ' / 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


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

1_

AE

CO

M\T

ypic

al

Sections\N

ew Typic

al

Sections\6

0603202_Typic

al

Sections-0

1_B

CR.d

gn

Defa

ult

MO

DE

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



EXISTING SIDEWALK

EXISTING STEEL SHEET PILING

EXISTING PIPE UNDERDRAINS, 4"

EXISTING CONCRETE MEDIAN SURFACE

EXISTING TIE BAR

EXISTING CONCRETE BARRIER WALL

EXISTING CORRUGATED MEDIAN

EXISTING COMBINATION CONCRETE CURB AND GUTTER, TYPE M-6.06

EXISTING COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24

EXISTING STEEL PLATE BEAM GUARD RAIL

EXISTING GEOTECHNICAL FABRIC

EXISTING ASPHALT TREATED OPEN-GRADED DRAINAGE LAYER, 4"

EXISTING CONCRETE PAVEMENT, VARIES 10" TO 12"

EXISTING LEGEND

PROPOSED LEGEND

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

A

C

D

E

F

G

H

I

J

K

L

B

M

PROPOSED TOPSOIL FURNISH AND PLACE, 4"

PROPOSED CONCRETE GUTTER, TYPE B

PROPOSED CONCRETE GUTTER, TYPE A

PROPOSED TIE BAR

PROPOSED CONCRETE BARRIER BASE (SPECIAL)

PROPOSED CONCRETE BARRIER BASE

PROPOSED CONCRETE BARRIER, SINGLE FACE, 42 INCH HEIGHT (SPECIAL)

PROPOSED CONCRETE BARRIER, SINGLE FACE, 44 INCH HEIGHT

PROPOSED PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH

PROPOSED AGGREGATE BASE COURSE, TYPE B 12"

PROPOSED SUBBASE GRANULAR MATERIAL, TYPE B 4"

PROPOSED STABILIZED SUBBASE, 4"

PROPOSED CONCRETE MEDIAN SURFACE, 6 INCH

PROPOSED COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12


PROPOSED PORTLAND CEMENT CONCRETE PAVEMENT, 12" (JOINTED)

PROPOSED BRUSH COLLEGE ROAD

EX £ IC RR

7

5 1 2

8

2.00%2.00%

2.5'-7'

VARIES

EXISTING BRUSH COLLEGE ROAD

VARIES

EX £ BRUSH

HA

BRUSH

EX PGL

2.00%2.00%

H

EX £ IC RR

EX GROUND

VARIES 0'-80'

0'-20'

VARIES

SW

LANE

11'-12'

LANE

11'-12'

10'-20'

VARIES

0'-1'

VARIES

VARIES 0'-80'

0'-25'

LANE

11'

LANE

11'

10'-20'

VARIES

0'-1'

VARIES

EU

EU

WBSTYPICAL SECTIONS

BRUSH COLLEGE ROAD

1"=10' 1 18 46+59.43 48+56.68

19

613

15

EX R

OW

EX R

OW

EX R

OW

EX R

OW

PR R

OW

PR R

OW

PR £ BRUSH STA 46+59.43 TO STA 48+56.68

LOOKING NORTH


LOOKING NORTH

EX GROUND

PR PGL BRUSH

PR £ BRUSH

BEGIN AT STA 46+86.59

PR RETAINING WALL (SN 058-W007)


PR CAST-IN-PLACE CONCRETE WALL

=

PLOT SCALE =

= 6/16/2020

busanskylUSER NAME

20.0000 ' / 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


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

1_

AE

CO

M\T

ypic

al

Sections\N

ew Typic

al

Sections\6

0603202_Typic

al

Sections-0

2_B

CR.d

gn

Defa

ult

MO

DE

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



EXISTING SIDEWALK




EXISTING TIE BAR









EXISTING LEGEND

PROPOSED LEGEND

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

A

C

D

E

F

G

H

I

J

K

L

B

M




PROPOSED TIE BAR















8275110

1.50%2.00%2.00%2.00%2.00%

EX GROUND

MEAIBCK

EX PGL BRUSH

2.00% 2.00%2.00%

SW

4'

LANE

12'

MEDIAN

VAR 0'-12'

LANE

12'

SW

7'

LANE

VAR 0'-12'

LANE

12'

LANE

12'

LANE

VAR 0'-12'

MEDIAN

VAR 0'-5.7'

VARIES 0'-38'

EX £ IC RR

EX £ IC RR

EX £ BRUSH

VARIES 16'-20'

13

13 13 13

20TYPICAL SECTIONS

BRUSH COLLEGE ROAD

1"=10' 2 18 48+56.68 52+00.00

EU

EU

WBS

13

STA 50+09.45 TO STA 52+00.00

PAINTED MEDIAN FROM

15

*

*

MEDIAN

VAR 0'-1.6'*RTL

VAR 0'-4.4'

6

1 5

7

**

**

STA 49+00.07 TO STA 51+99.97

AND CONCRTE BARRIER BASE (SPECIAL) FROM

CONCRETE BARRIER, SINGLE FACE, 42 INCH HEIGHT (SPECIAL)

**

EX R

OW

EX R

OW

12


LOOKING NORTH


LOOKING NORTH

EX R

OW

EX R

OW

EX GROUND

PR £ BRUSH

BRUSH

PR PGL

END AT STA 51+75.60




EX GROUND

2.00%

BRUSH

EX PGL

2.00%2.00% 2.00%

EX R

OW

PR R

OW

EX R

OW

8'-13'

VARIES

LANE

12'

SHOULDER

2'

8'-16'

VARIES

SW

5'

LANE

12'

MEDIAN

VAR 8'-16.8'

LANE

12'

LANE

12'

RTL

VAR 4.4'-16'

ISLAND

VAR 4'-60'

RTL

16'

SW

7'

PR R

OW

0'-230'

VARIES

0'-80'

VARIES

WALL TO REMAIN

EXISTING SHEET PILING

EX R

OW

8'-13'

VARIES

6'-8'

VARIES

LANE

VAR 0'-13'

LANE

12'

MEDIAN

VAR 0'-12'

LANE

12'

EX R

OW

PR R

OW

9'

0'-370'

VARIES

PR £ BRUSH

EX £ BRUSH

2.00% 2.00% 2.00% 2.00% 2.00% 1.50%

2.00%1.50%

EX £ IC RR

EX £ IC RR

KF C A I B

G

A

E

(SN 058-W003)

PR RETAINING WALL


PR RETAINING WALL (SN 058-006)

L

3:1

6:1

751

13 213

13

2

14 16

4

13

1 5 713 13

2

16 1613

2 4 3

13

8

6

9

11

13

1 5 7 13

2

16

16

21TYPICAL SECTIONS

BRUSH COLLEGE ROAD

3 18 52+00.00 56+14.55

EU

EU

WBS

BRUSH

PR PGL

7

*

*44 INCH HEIGHT END AT STA 53+68.78

PR CONCRETE BARRIER, SINGLE FACE,


LOOKING NORTH


LOOKING NORTH

1"=10'

=

PLOT SCALE =

= 6/19/2020

busanskylUSER NAME

20.0000 ' / 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


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

1_

AE

CO

M\T

ypic

al

Sections\N

ew Typic

al

Sections\6

0603202_Typic

al

Sections-0

3_B

CR.d

gn

Defa

ult

MO

DE

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



7448

EXISTING SIDEWALK




EXISTING TIE BAR









EXISTING LEGEND

PROPOSED LEGEND

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

A

C

D

E

F

G

H

I

J

K

L

B

M




PROPOSED TIE BAR















EX GROUND

2.00%2.00%2.00%2.00%2.00%2.00%2.00%

BRUSH

EX PGL

22TYPICAL SECTIONS

BRUSH COLLEGE ROAD

1"=10'

EU

EU

EU

4 18 56+14.55 59+12.25

EX R

OW

EX R

OW

LANE

12'

LANE

12'

LTL

12'

LTL

12'

SHLDR

2'

MEDIAN

VAR 2'-11'

LANE

VAR 11'-12'

LANE

VAR 11'-12'

LANE

VAR 12'-16'

SW

8'

2.00% 2.00% 2.00% 2.00%1.50%

2.00% 2.00% 2.00%1.50%

3:1

1 5 7

14

16

WALL TO REMAIN

EXISTING SHEET PILING

EX £ IC RR

(SN 058-W003)

PR RETAINING WALL

3

13 4

BRUSH

PR PGL

2 1 5 7

2

8 6 16

EX GROUND

EX £ IC RR

EX R

OW

EX £ BRUSH

D

K

L E C B A F F E

K

EX R

OW

CBA

8'-13'

VARIES

9'-12'

VARIES

LTL

VAR 0'-12'

LANE

12'

LANE

12'

MEDIAN

6'

LANE

12'

LANE

12'

LTL

VAR 0'-12'

LANE

12'

9'-10'

VARIES

13 13 13 13

13

13 13 13 13


LOOKING NORTH


LOOKING NORTH

=

PLOT SCALE =

= 6/16/2020

busanskylUSER NAME

20.0000 ' / 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


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

1_

AE

CO

M\T

ypic

al

Sections\N

ew Typic

al

Sections\6

0603202_Typic

al

Sections-0

4_B

CR.d

gn

Defa

ult

MO

DE

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



EXISTING SIDEWALK




EXISTING TIE BAR









EXISTING LEGEND

PROPOSED LEGEND

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

A

C

D

E

F

G

H

I

J

K

L

B

M




PROPOSED TIE BAR














EX GROUND


2.00%2.00%

BRUSH

EX PGL

2.00% 2.00% 2.00%

23

EU

EU

WBS

5 18

TYPICAL SECTIONS

BRUSH COLLEGE ROAD

1"=10' 59+12.25 64+70.17

PR R

OW

EX R

OW

EX R

OW

SHLDR

2'

LANE

11'

LANE

11'

MEDIAN

4'

LANE

11'

LANE

11'

2.00% 2.00%2.00% 2.00%

SHLDR

2'

SIDEWALK

10'

EX £ IC RR

3:1

PR £ BRUSH

BRUSH

PR PGL

PR £ CEM INT

EX P

ER

M E

SM

T

7'-10'

VARIES

4'-5'

VARIES

(SN 058-W004)

PR RETAINING WALL

(SN 058-W004)

PR RETAINING WALL

13 13 13 13 131 5 7 1 5

7

1 5 7

LANE

5'

LANE

5'

0'-15'

VARIES 1'

EXIST GROUND

E

K

EX P

ER

M E

SM

T

EX R

OW

EX R

OW

PR R

OW

EX £ IC RR

EX £ BRUSH

12'-13'

VARIES

4'-5'

VARIES

LANE

12'

LANE

12'

LANE

12'

0'-4'

VAR

LANE

12'

LANE

12'

C B A F

J

F A B C

E

K

5' 1'

16

*

*STA 60+41.10 TO STA 62+46.19

PR BRIDGE (SN 058-9202) OMISSION


LOOKING NORTH


LOOKING NORTH

ACCESS ROAD **

**STA 62+35.97 TO STA 65+67.92

PR DITCH (WEST)

STA 62+35.97 TO STA 67+03.49

PR DITCH (EAST)PR DITCH (WEST)

PR DITCH (EAST)***

***

=

PLOT SCALE =

= 6/19/2020

busanskylUSER NAME

20.0000 ' / 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


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

1_

AE

CO

M\T

ypic

al

Sections\N

ew Typic

al

Sections\6

0603202_Typic

al

Sections-0

5_B

CR.d

gn

Defa

ult

MO

DE

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



7448

EXISTING SIDEWALK




EXISTING TIE BAR









EXISTING LEGEND

PROPOSED LEGEND

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

A

C

D

E

F

G

H

I

J

K

L

B

M




PROPOSED TIE BAR















EX GROUND

2.00%

BRUSH

EX PGL

24TYPICAL SECTIONS

BRUSH COLLEGE ROAD

1"=10' 6 18 64+70.17 69+04.26

EU

EU

WBS

EX R

OW

PR R

OW

TE

MP E

SM

T

PR P

ER

M E

SM

T

EX P

ER

M E

SM

T

EX P

ER

M E

SM

T

MEDIAN

VAR 8'-14'

2' 2'

3:1 3:1

2:1

EOP TO EOP

2.00%2.00%1.50% 1.50%

1.50%2.00%2.00%

(SN 058-W004)

PR RETAINING WALL

13 13 13 13 13 131 5 7

2 2

8 1 5

7

1616 16

LANE

12'

SHLDR

2'

LANE

12'

LANE

12'

LANE

12'

SW

8'0'-38'

VARIES

24'-31'

VARIES

EX £ IC RR

PR £ BRUSH

PR £ IC RR

8'VARIES 23'-24'

EXIST GROUND

PR PGL BRUSH

PR P

ER

M E

SM

T

TE

MP E

SM

T

EX R

OW

EX P

ER

M E

SM

T

EX P

ER

M E

SM

T

PR R

OW

EX £ IC RR

E

K

EX £ BRUSH

B C A E

K

LANE

12'

LANE

12'

TWLTL

12'

LANE

12'

LANE

12'

2.00%2.00% 2.00% 2.00%

0'-30'

VARIES

END AT STA 68+77.97

(SN 058-W004)

PR RETAINING WALL


LOOKING NORTH


LOOKING NORTH

ACCESS ROAD

*STA 62+35.97 TO STA 65+67.92

PR DITCH (WEST)

STA 62+35.97 TO STA 67+03.49

PR DITCH (EAST)**

2' SHLDR

*

PR DITCH (EAST)**

(WEST)

PR DITCH

=

PLOT SCALE =

= 6/19/2020

busanskylUSER NAME

20.0000 ' / 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


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

1_

AE

CO

M\T

ypic

al

Sections\N

ew Typic

al

Sections\6

0603202_Typic

al

Sections-0

6_B

CR.d

gn

Defa

ult

MO

DE

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



7448

EXISTING SIDEWALK




EXISTING TIE BAR









EXISTING LEGEND

PROPOSED LEGEND

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

A

C

D

E

F

G

H

I

J

K

L

B

M




PROPOSED TIE BAR















EX GROUND

25TYPICAL SECTIONS

BRUSH COLLEGE ROAD

7 181"=10'

EU

EU

WBS

69+04.26 74+69.46

EX R

OW

EX R

OW

TE

MP E

SM

T

PR P

ER

M E

SM

T

EX P

ER

M E

SM

T

EX P

ER

M E

SM

T

TWLTL

14'

LANE

12'

LANE

12'

LANE

12'

LANE

12'

2.00% 2.00% 2.00% 2.00% 2.00%2.00%

EX £ IC RR

PR £ IC RR

PR £ BRUSH

6:1

9' 5'

EX R

OW

EX P

ER

M E

SM

T

3'6'18' 4'8'

13 1 13 13 13 13 13 135 7 1 5 7

22

1616

EX £ IC RR

EX P

ER

M E

SM

T

EX R

OW

EX R

OW

EX P

ER

M E

SM

T

EX R

OW

EX P

ER

M E

SM

T

EX £ BRUSH

LANE

12'

TWLTL

12'

LANE

12'

LANE

12'

LANE

12'

2.00% 2.00% 2.00%2.00%

2.00%

E

K

B C A E

K

EX PGL BRUSH

10' 5'5'4' 6'


LOOKING NORTH


LOOKING NORTH

=

PLOT SCALE =

= 6/19/2020

busanskylUSER NAME

20.0000 ' / 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


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

1_

AE

CO

M\T

ypic

al

Sections\N

ew Typic

al

Sections\6

0603202_Typic

al

Sections-0

7_B

CR.d

gn

Defa

ult

MO

DE

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



7448

EXISTING SIDEWALK




EXISTING TIE BAR









EXISTING LEGEND

PROPOSED LEGEND

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

A

C

D

E

F

G

H

I

J

K

L

B

M




PROPOSED TIE BAR













PROPOSED FARIES PARKWAY

2.00%

2.00%

EXISTING FARIES PARKWAY

26TYPICAL SECTIONS

FARIES PARKWAY

1"=10' 8 18 205+18.73 208+90.03E

X R

OW

EX R

OW

3:1

SW

8'

2.00%

EX £ NS RR

EX GROUND

1.50%

LANE

12'

LANE

12'

LTL

VAR 0'-12'

2.00%

MEDIAN

VAR 7'-18'

PR £ FARIES

PR PGL FARIES

1 5 713

2 2

13 13 16 8 164 6FABICE

K

LANE

VAR 12'-15.8'

LANE

12'

LANE

12'

LANE

12'

2.00%

2.00%

2.00%2.00%

E

K

C I AB F FG C I AB E

K

EX £ NS RR

EX GROUND

EX R

OW

EX R

OW

6'4'

MEDIAN

VARIES 7'-20'

LTL

3'

LANE

12'

LANE

12'VARIES 12'-20'

4'VARIES 12'-20'

EX £ FARIES

FARIES

EX PGL

5'-35'

VARIES

PR £ FARIES STA 205+18.73 TO STA 208+90.03

LOOKING EAST


LOOKING EAST

EU

EU

WBS

=

PLOT SCALE =

= 6/16/2020

busanskylUSER NAME

20.0000 ' / 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


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

1_

AE

CO

M\T

ypic

al

Sections\N

ew Typic

al

Sections\6

0603202_Typic

al

Sections-0

8_Faries.d

gn

Defa

ult

MO

DE

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



EXISTING SIDEWALK




EXISTING TIE BAR









EXISTING LEGEND

PROPOSED LEGEND

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

A

C

D

E

F

G

H

I

J

K

L

B

M




PROPOSED TIE BAR















2.00%2.00%

27TYPICAL SECTIONS

FARIES PARKWAY

1"=10' 9 18 208+90.03 215+48.38

EU

EU

WBS

EX R

OW

EX R

OW

EX R

OW

EX P

ER

M E

SM

T

3:14:1

PR £ FARIES

EX £ NS RR

MEDIAN (EOP TO EOP)

VARIES 0'-30'

LANE

12'

LANE

12'

RTL

VAR 0'-16'

LANE

12'

LANE

12'

2.00% 2.00% 2.00%1.50%2.00%2.00%

1.50% 1.50%

4

FARIES

PR PGL

13

2

13 13 13

2

161 5 7 86 16131313

22

157

EX GROUND

4'-57'

VAR

13'-22'

VAR

SW

8'

EX £ FARIES

EX R

OW

EX P

ER

M E

SM

T

EX £ NS RR

2.00% 2.00% 2.00%2.00%

0'-6'

VAR

LANE

12'

LANE

12'

MEDIAN

VAR 6'-17'

LTL

VAR 0'-12'

LTL

VAR 0'-12'

LANE

12'

LANE

12'

4'-10'

VAR

13'-17'

VAR

E

K

C I B AI F G

EX PGL FARIES

F C I B A E

K


LOOKING EAST


LOOKING EAST

=

PLOT SCALE =

= 6/16/2020

busanskylUSER NAME

20.0000 ' / 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


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

1_

AE

CO

M\T

ypic

al

Sections\N

ew Typic

al

Sections\6

0603202_Typic

al

Sections-0

9_Faries.d

gn

Defa

ult

MO

DE

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



EXISTING SIDEWALK




EXISTING TIE BAR









EXISTING LEGEND

PROPOSED LEGEND

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

A

C

D

E

F

G

H

I

J

K

L

B

M




PROPOSED TIE BAR













EX GROUND



2.00%2.00%

28TYPICAL SECTIONS

FARIES PARKWAY

10 181"=10'

EU

EU

WBS

215+48.38 224+20.94

EX R

OW

EX R

OW PR R

OW

EX R

OW

TE

MP E

SM

T

EX P

ER

M E

SM

T

3:14:1

PR £ FARIES

MEDIAN

6'

SW

8'

RTL

VAR 0'-16'

LANE

12'

LANE

12'

LTL

VAR 0'-12'

5'

LTL

VAR 0'-12'

LTL

VAR 0'-12'

LANE

12'

LANE

12'

1.50%2.00%2.00%2.00%2.00%2.00%2.00%

FARIES

PR PGL

13

4

7 13 5 131

13132

13

13131313 5 17 8616 162 3

EX £ NS RR

EX £ NS RR

EX R

OW

EX R

OW

EX GROUND

16

EX £ FARIES

2.00%

LANE

12'

LANE

12'

LANE

12'

E

K

C I B AI E

K

FARIES

EX PGL

6'-20'

VARIES

6'-11'

VARIES

18'-25'

VARIES


LOOKING EAST


LOOKING EAST

=

PLOT SCALE =

= 6/16/2020

busanskylUSER NAME

20.0000 ' / 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


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

1_

AE

CO

M\T

ypic

al

Sections\N

ew Typic

al

Sections\6

0603202_Typic

al

Sections-1

0_Faries.d

gn

Defa

ult

MO

DE

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



EXISTING SIDEWALK




EXISTING TIE BAR









EXISTING LEGEND

PROPOSED LEGEND

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

A

C

D

E

F

G

H

I

J

K

L

B

M




PROPOSED TIE BAR













EX GROUND


29TYPICAL SECTIONS

FARIES PARKWAY

11 181"=10'

EU

EU

WBS

224+20.94 230+61.17

EX R

OW

EX R

OW

EX R

OW

TE

MP E

SM

T

PR R

OW

EX P

ER

M E

SM

T

EX P

ER

M E

SM

T

EX P

ER

M E

SM

T

MEDIAN

VAR 6'-15'

(EOP TO EOP)

LANE

12'

LANE

VAR 0'-12'

EX £ NS RR

2.00% 2.00% 2.00% 2.00%1.50%

3:1

3:1

SW

8'5'


EX GROUND

13 13 13 13 13 13 1316

2

7 5 1 7 5 1

PR £ FARIES

2 24 2

16

86 16

2.00%2.00% 2.00%

E

K

C I B AI E

K

FARIES

EX PGL

LANE

12'

LANE

12'

LANE

12'

EX £ FARIES

EX R

OW

6'-9'

VARIES

EX R

OW

18'-32'

VARIES

EX £ NS RR

22'-42'

VARIES

EX GROUND

FARIES

PR PGL

LTL

VAR 0'-12'

LANE

VAR 11'-12'

LANE

VAR 11'-12'


LOOKING EAST


LOOKING EAST

=

PLOT SCALE =

= 6/16/2020

busanskylUSER NAME

20.0000 ' / 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


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

1_

AE

CO

M\T

ypic

al

Sections\N

ew Typic

al

Sections\6

0603202_Typic

al

Sections-1

1_Faries.d

gn

Defa

ult

MO

DE

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



EXISTING SIDEWALK




EXISTING TIE BAR









EXISTING LEGEND

PROPOSED LEGEND

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

A

C

D

E

F

G

H

I

J

K

L

B

M




PROPOSED TIE BAR















30TYPICAL SECTIONS

FARIES PARKWAY

12 18 230+61.17 235+41.471"=10'

EU

EU

WBS

EX R

OW

EX R

OW

EX P

ER

M E

SM

T

EX P

ER

M E

SM

T

3:1

LANE

VAR 11'-14.8'

LTL

VAR 0'-11'

PAINTED MEDIAN

VAR 0'-11'

SW

VAR 5'-8'

5'

LANE

VAR 11'-11.3'

LANE

VAR 11'-11.3'

2.00%2.00%2.00%2.00% 1.50%

FARIES

PR PGL

PR £ FARIES

1316

2

713 13 13 131 5 1 75

862

16 16

EX £ NS RR

VAR 0'-4'

10'

EX GROUND

2.00%2.00% 2.00%

E

K

C I B AI E

K

LANE

12'

LANE

12'

LANE

12'

EX £ FARIES

EX R

OW

EX R

OW

18'-32'

VARIES

EX £ NS RR

6'45'

EX GROUND

EX PGL FARIES


LOOKING EAST


LOOKING EAST

=

PLOT SCALE =

= 6/16/2020

busanskylUSER NAME

20.0000 ' / 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


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

1_

AE

CO

M\T

ypic

al

Sections\N

ew Typic

al

Sections\6

0603202_Typic

al

Sections-1

2_Faries.d

gn

Defa

ult

MO

DE

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



EXISTING SIDEWALK




EXISTING TIE BAR









EXISTING LEGEND

PROPOSED LEGEND

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

A

C

D

E

F

G

H

I

J

K

L

B

M




PROPOSED TIE BAR













EX R

OW

PR R

OW

EX R

OW

3:1

31TYPICAL SECTIONS

JUG HANDLE CONNECTOR ROADEU

EU

WBS

13 181"=10' 300+75.91 307+36.48

5'

SW

10'

SW

8' 5'

LANE

12'

LANE

12'

LANE

12'

LANE

14'

LANE

14'

LANE

12'

MEDIAN

12'

(EOP TO EOP)

2.00% 2.00% 2.00% 2.00% 2.00% 2.00%

1.50% 1.50%1.50%

13 13 13 13 13 13 13 13

2 2 2 2

7 5 1 1 5 7

1.50%

86 1616 16

16

FARIES

PR PGL

4

PR £ JUG

EXIST GROUND

VARIES 0'-68' VARIES 16'-135'

PROPOSED JUG HANDLE CONNECTOR ROAD

PR £ JUG STA 300+75.91 TO STA 307+36.48

LOOKING EAST

END AT STA 303+85.18


4:1

EXIST GROUND

2 16

13

86 16

1.50%

5'

SW

8'

STA 304+90.16 TO STA 307+36.48

=

PLOT SCALE =

= 6/16/2020

busanskylUSER NAME

20.0000 ' / 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


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

1_

AE

CO

M\T

ypic

al

Sections\N

ew Typic

al

Sections\6

0603202_Typic

al

Sections-1

3_Ju

g. d

gn

Defa

ult

MO

DE

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



PROPOSED LEGEND

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16 PROPOSED TOPSOIL FURNISH AND PLACE, 4"



PROPOSED TIE BAR













A

1 4

601+50.00 607+50.00

EJT

RKA

EJT

28 32

EXISTING LEGEND

A EXISTING GROUND

*

2

32

EX GROUND

EX GROUND

PR £ E LOGAN STREET STA 601+50.00 TO STA 609+44.38

LOOKING EAST

B

C

OIL AND CHIP SURFACE

AGGREGATE SUBBASE

BC

5

PROPOSED LEGEND

1

2

3

4

5

TYPICAL SECTIONS

EAST LOGAN STREET

EXISTING EAST LOGAN STREET

2.00% 2.00%

12'

12'

2% & VARIES

16'

16'

EX

RO

W

EX

RO

W

1'-9"

1'-9"

¡ EAST LOGAN STREET

PROPOSED EAST LOGAN STREET

PROPOSED FINISHED GRADE


PROPOSED AGGREGATE SHOULDERS, TYPE A 8"

PROPOSED 10" AGGREGATE SUBGRADE IMPROVEMENT

PROPOSED HMA PAVEMENT (FULL-DEPTH), 8"

* SEE CROSS SECTIONS FOR GRADING LIMITS AND SLOPES

SEE ROADWAY PLAN SHEETS.

TRANSITION FROM CONC GUTTER B-6.24 TO CONC GUTTER TYPE B,

PR £ EAST LOGAN STREET STA 601+50.00 TO STA 609+44.38

LOOKING EAST

=

PLOT SCALE =

= 6/17/2020

gjamesonUSER NAME

20.0000 ' / 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


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

2_

WH

KS\T

ypic

al

Sections\6

0603202_Typic

al

Sections_Logan Street.dgn

Defa

ult

MO

DE

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 7448

PGL

EXISTING LEGEND

A EXISTING GROUND

A

1 3

404+28.00 407+75.00

EJT

RKA

EJT

29 32

TYPICAL SECTIONS

NORTH JAMES STREET

* *

2 5

33

3:1

4

EX GROUND

EX GROUND

PROPOSED NORTH JAMES STREET

EXISTING NORTH JAMES STREET

B

C


AGGREGATE SUBBASE

PROPOSED LEGEND

1

2

3

4

5

PR

RO

W

2.00% 2.00%

2'

PR

RO

W

VA

RIES

3:1

3:1

12'

12'

6.00%

12'

6'

6'

23' & VARIES

39' & VARIES

LEFT TURN

1'-9"


PR £ NORTH JAMES STREET STA 404+28.00 TO 407+75.00

LOOKING NORTH

¡ NORTH JAMES STREET


PR £ NORTH JAMES STREET STA 404+28.00 TO 407+75.00

LOOKING NORTH






=

PLOT SCALE =

= 6/17/2020

gjamesonUSER NAME

20.0000 ' / 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


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

2_

WH

KS\T

ypic

al

Sections\6

0603202_Typic

al

Sections_Ja

mes Street.dgn

Defa

ult

MO

DE

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.




PGL

EXISTING LEGEND

A

PROPOSED LEGEND

1

2

EXISTING GROUND

1 4

800+00.00 808+00.00

30 32

3

1 3

16'

16'

2.00% 2.00%

2:12:1

4

2

2

5

5

5

**

*

34

-

-

-

A

A

EX GROUND

EX GROUND

EX GROUND

EX GROUND

EX GROUND

A

EX GROUND* SEE CROSS SECTIONS FOR GRADING LIMITS AND SLOPES

STA 803+85.00 TO STA 808+00.00

AND

STA 800+00.00 TO STA 801+68.00

LOOKING NORTH

STA 803+85.00 TO STA 808+00.00

AND

STA 800+00.00 TO STA 801+68.00

LOOKING NORTH


LOOKING NORTH

STA 801+68.00 TO ST 803+85.00

LT

STA 801+80.00 TO ST 802+86.00

RT

LOOKING NORTH

STA 801+68.00 TO ST 803+85.00

LT

STA 801+80.00 TO ST 802+86.00

RT

STA 805+22.00 TO ST 807+00.00

LT

STA 804+70.00 TO ST 807+00.00

RT

LOOKING NORTH

STA 805+22.00 TO ST 807+00.00

LT

STA 804+70.00 TO ST 807+00.00

RT

LOOKING NORTH

B

C


AGGREGATE SUBBASE

6

PR

RO

W

& VARIES

14'

PR

RO

W

3'

3'

VARIES

6

TYPICAL SECTIONS

E HARRISON AVENUE (WEST LEG)

PR

RO

W

2.00% 2.00%

2.00% 2.00%

2'

& VARIES

20'

& VARIES

20'

2'

12' TO 16'

VARIES

12' TO 16'

VARIES

12'

12'

& VARIES

20'

& VARIES

20'

PR

RO

W

PR

RO

W

PR

RO

W

VA

RIES

3:1 3:

13:13:1

2'

2% & VARIES

6.00% 6.00%

1'-9"

1'-9"

¡ E HARRISON AVENUE (WEST LEG)

PROPOSED E HARRISON AVENUE (WEST LEG)

PROPOSED E HARRISON AVENUE (WEST LEG) EXISTING E HARRISON AVENUE (WEST LEG)

EXISTING E HARRISON AVENUE (WEST LEG)PROPOSED BARRIER AND BARRIER BASE






EXISTING E HARRISON AVENUE (WEST LEG)

OPTIONAL E HARRISON AVENUE (WEST LEG)



=

PLOT SCALE =

= 6/17/2020

gjamesonUSER NAME

20.0000 ' / 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


00-C

AD GIS\9

10_C

AD\0

3_S

HE

ETS\0

2_

WH

KS\T

ypic

al

Sections\6

0603202_Typic

al

Sections_

Harris

on

West.dgn

Defa

ult

MO

DE

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.




PGL

PGL

PGL

construction code retaining building highway … · 2 days ago · lmb wbs lmb 16 25 summary of...

Documents