-

-

-

-

DATE

DESIGNED

CHECKED

DRAWN

plotla

bel.tbl

1918

81

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

1918

81_

ST

R_

Brid

ge

Re

pair

Pla

n.d

gn

IL_pdf

_b

w.plt

cf

g

USER NAME =

PLOT SCALE =

PLOT DATE =

REVISED -

-

-

-

REVISED

REVISED

REVISED

whood

2/12/2020

F.A.

RTE.SECTION

ILLINOIS FED. AID PROJECT

COUNTY

CONTRACT NO.

TOTAL

SHEETS

SHEET

NO.

SHEET NO. OF SHEETS

# 184-001322

Illinois Professional Design Firm

HRGreen.com

CITY OF ROCKFORD

24'-0''

Railing

1'-3''

Butt Joint

Bridge Deck Overlay

24'-0'' Width of

Butt Joint

N

LOCATION MAP

N

Location

Project

E. EDSON RD

S BEND RD11

E SCOTT RD

N J

UN

CTIO

N R

D

DR RETXAB

±18'-0''

IL 251

TOTAL BILL OF MATERIAL

GENERAL NOTES

deck beam

Exist. 11" PPC

"211

BUTT JOINT DEAIL

SI

ONILLI FO

ETA

TS

RE

ENI

GN

E

LARUTCURTS

DE

SN

EC I

L

081-6011

STEVEN L. SCHWARZ

ILLINOIS

CARY,

HMA Surface Removal, Butt Joint Pay Limit

20'-0"

Prop. Bituminous Materials (Tack Coat)

"21HMA Surface Course, Mix D, N50, 1

4% @ 50 GYR.

MIXTURE TYPE AIR VOIDS @ Ndes

HOT-MIX ASPHALT MIXTURE REQUIREMENTS

", Bridge Deck21HMA Surface Course, Mix "D", N50 (IL 9.5 mm), 1

DETAIL A

Seal Surface Roadway

Existing Chip

Seal Surface Roadway

Existing Chip

"2

1Course,

Mix

D,

N50,

1

Hot

Mix

Asphalt S

urface

20'-

0"

"2

1Course,

Mix

D,

N50,

1

Hot

Mix

Asphalt S

urface

20'-

0"

Railing1'-3''

Brid

ge

Deck

"2

1Course,

Mix

D,

N50,

1

Hot

Mix

Asphalt S

urface

26'-

2"

Waterproofing Membrane

24'-3'' Width of

±18'-0''

±18'-0''

26'-6''

Flo

w

Wingwall, typ.

Exist. Sheet Pile

location

10 Ton, this

Dumped Riprap

Broken Concrete

Bk. to B

k.

Abutm

ents

27'-

6''

openings, typ.

Maintain drain

26'-6''

12'-0''12'-0''

" Chip Seal Wearing Surface21Exist. ±

Hot Mix Asphalt Surface Removal

±13'-0"

" Bridge Deck21Course, Mix D, N50, 1

Prop. Hot Mix Asphalt Surface

Keyway Repair, typ.

CROSS SECTION

elastic jt. filler (full width)

'' Sawed joint with43'' x 4

1

12" wide, centered over beam end.

Include 2nd layer of waterproofing membrane,

and waterproofing membrane

")21HMA wearing surface (1

pavement

Approach

beam

Exist. deck

SECTION THRU ABUTMENT

Waterproofing Membrane (Special)

" Grout Fillet43" to 2

1

")21HMA wearing surface (1

See General Provisions and Special Provisions.2.

for Road and Bridge Construction.

the most current IDOT Standard Specifications

All work to be performed in accordance with1.

See Detail A

Exist. abut.

Surface Roadway

Exist. Chip Seal

For "Percent of Rap" see Special Provisions.

District Special Provisions.

Non-Polymerized HMA the "AC Type" shall be "PG 64-22" unless modified by

The "AC Type" for Polymerized HMA Mixes shall be "SBS/SBR PG 76-22" and for

112 lbs/sq yd/in.

The unit weight to calculate all HMA Surface Mixture quatities is

PLAN

remain open

Exist. drain to

Waterproofing Membrane

"21up railing 1

Wrap Waterproofing Membrane

OGLE

AEU

WJH

SLS

352

11 2/12/2020

STRUCTURE NO. 071-3229N. JUNCTION ROAD OVER DRAINAGE DITCH

BRIDGE REPAIRS

5 1

INDEX OF SHEETS

Highway Standard Details4-5.

Maintenance of Traffic3.

Guardrail Plan2.

Bridge Repairs1.

ITEM UNIT TOTAL

Traffic Control and Protection, (Special) L Sum 1

Hot Mix Asphalt Surface Removal, Butt Joint Sq Yd 80

Portland Cement Mortar Fairing Course Foot 131

Waterproofing Membrane System (Special) Sq Yd 70.5

Bituminous Materials, (Tack Coat) Pound 36

Hot Mix Asphalt Surface Removal Sq Yd 40

Hot Mix Asphalt Surface Course, Mix D, N50, 1 1/2" Ton 7

Hot Mix Asphalt Surface Course, Mix D, N50, 1 1/2" Bridge Deck Ton 6

Broken Concrete Dumped Riprap Ton 10

Keyway Repair Foot 131

Traffic Barrier Terminal Type 5 Each 4

Steel Plate Beam Guardrail 6 Ft. Posts Foot 382

Traffic Barrier Terminal Type1 Each 4

Mobilization L Sum 1

Expires: 11/30/2020

-

-

-

-

DATE

DESIGNED

CHECKED

DRAWN

plotla

bel.tbl

1918

81

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

1918

81_

Sht_Pla

n.d

gn

IL_pdf

_b

w.plt

cf

g

USER NAME =

PLOT SCALE =

PLOT DATE =

REVISED -

-

-

-

REVISED

REVISED

REVISED

whood

2/12/2020

F.A.

RTE.SECTION

ILLINOIS FED. AID PROJECT

COUNTY

CONTRACT NO.

TOTAL

SHEETS

SHEET

NO.

SHEET NO. OF SHEETS

# 184-001322

Illinois Professional Design Firm

HRGreen.com

CITY OF ROCKFORD

87.5'

SPBGR TY A 6FT POST

TRAF BAR TERM T5

187'-6"

SPBGR TY A 6FT POST

TRAF BAR TERM T5

87'-6"

SPBGR TY A 6FT POST

TRAF BAR TERM T1 TRAF BAR TERM T1

TRAF BAR TERM T1

TRAF BAR TERM T5

TRAF BAR TERM T5

19'-4"

SPBGR TY A 6FT POST

JUNCTION ROAD

N

OGLE

AEU

WJH

SLS

352

11 2/12/2020

STRUCTURE NO. 071-3229N. JUNCTION ROAD OVER DRAINAGE DITCH

PROPOSED GUARDRAIL PLAN

5 2

TRAF BAR TERM T1

field entrance

Provide 4' clear to

SEE STANDARD BLR 23-4 (SHEET 1 OF 2)

SHOULDER WIDENING TRANSITION, TYP.

IN COST OF TRAFFIC BARRIER TERMINAL TYPE T1.

SHOULDER WIDENING TRANSITION INCLUDED

NOTE:

-

-

-

-

DATE

DESIGNED

CHECKED

DRAWN

plotla

bel.tbl

1918

81

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

1918

81_

Sht_deto

ur

Pla

n.d

gn

IL_pdf

_b

w.plt

cf

g

USER NAME =

PLOT SCALE =

PLOT DATE =

REVISED -

-

-

-

REVISED

REVISED

REVISED

whood

2/12/2020

F.A.

RTE.SECTION

ILLINOIS FED. AID PROJECT

COUNTY

CONTRACT NO.

TOTAL

SHEETS

SHEET

NO.

SHEET NO. OF SHEETS

# 184-001322

Illinois Professional Design Firm

HRGreen.com

CITY OF ROCKFORD

SCOTT ROAD

N.

MO

ULT

ON R

OA

D

RO

TH

WE

LL R

OA

D

EDSON ROAD

N. JU

NC

TIO

N R

OA

D

FRID

AY R

OA

D

1

11

1

11

1

11

3

1

2

2

2 LOCATION

PROJECT

OF THE SIGNS.

ENGINEER SHALL BE THE SOLE JUDGE OF THE CONDITION

SIGNING SHALL BE NEW OR IN LIKE-NEW CONDITION. THE

OF ARTICLE 1084.02 OF THE STANDARD SPECIFICATIONS. ALL

ORANGE REFLECTIVE SHEETING SHALL MEET THE REQUIREMENTS

SHEETING AND STANDARD BLACK BORDERS. THE FLUORESCENT

SHALL HAVE BLACK LEGENDS ON FLUORESCENT ORANGE

ALL TRAFFIC CONTROL SIGNING EXCEPT REGULATORY SIGNS9.

ALL ROAD CLOSURE SIGNING SHALL BE POST MOUNTED.8.

ANY SIGNS.

REQUEST THE ENGINEER TO FIELD VERIFY THE POSITIONS OF

LOCATION OF ALL CONSTRUCTION SIGNING. THE CONTRACTOR MAY

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FIELD7.

PRE-CONSTRUCTION CONFERENCE.

CLOSURE SIGNING, PRIOR TO THE START OF WORK AT THE

REPRESENTATIVES SHALL BE RESPONSIBLE FOR THE ROAD

(INCLUDING A 24-HR EMERGENCY NUMBER) AND HIS

OF HIS REPRESENTATIVES ON THE CONSTRUCTION SITE,

CITY OF ROCKFORD WITH THE NAMES AND PHONE NUMBERS

THE CONTRACTOR SHALL PROVIDE THE ENGINEER AND THE6.

COST OF TRAFFIC CONTROL AND PROTECTION, (SPECIAL).

BY THE ENGINEER SHALL BE PROVIDED AND INCLUDED IN THE

ADDITIONAL SIGNING AND/OR BARRICADES DEEMED NECESSARY5.

THE ILLINOIS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE.

SHALL CONFORM TO "COVENTIONAL ROAD" AS REQUIRED BY

THE SIZES OF ALL SIGNS NOT SPECIFIED IN THESE PLANS4.

DEVICES," AND AS DIRECTED BY THE ENGINEER.

STATE OF ILLINOIS "MANUAL ON UNIFORM TRAFFIC CONTROL

THE DETAILS IN THESE PLANS, THE LATEST EDITION OF THE

FOR ROAD AND BRIDGE CONSTRUCTION" ADOPTED JANUARY 1, 2016.

PROVISIONS OF THE STATE OF ILLINOIS "STANDARD SPECIFICATIONS

ALL SIGNING SHALL BE IN ACCORDANCE WITH THE APPLICABLE3.

INTERESTED PARTIES.

SHALL CONTACT THE APPROPRIATE LOCAL AGENCIES AND

DAY THE ROAD CLOSURE IS TO BE IN EFFECT. THE CONTRACTOR

WRITING AT LEAST THREE WEEKS (21 DAYS) PRIOR TO THE

IDOT, AND THE CITY OF ROCKFORD SHALL BE NOTIFIED IN

THE ENGINEER, CITY OF ROCKFORD POLICE DEPARTMENT,2.

BEEN ERECTED IN ACCORDANCE WITH THE DETOUR PLAN.

THE ROAD SHALL NOT BE CLOSED UNTIL ALL SIGNING HAS1.

"TRAFFIC CONTROL AND PROTECTION, (SPECIAL).

ALL WORK REQUIRED FOR SIGNING SHALL BE PAID FOR AS17.

AND INTERESTED PARTIES.

ENGINEER WILL CONTACT THE APPROPRIATE LOCAL AGENCIES

BEFORE THE ROAD IS TO BE REOPENED TO TRAFFIC. THE

THE ENGINEER SHALL BE NOTIFIED AT LEAST 24 HOURS16.

(SPECIAL)."

COST INCLUDED UNDER "TRAFFIC CONTROL AND PROTECTION,

BACK VEGETATION IF DEEMED NECESSARY BY THE ENGINEER.

THE VISIBILITY OF CONSTRUCTION SIGNS, INCLUDING CUTTING

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING15.

APPROVED BY THE ENGINEER.

MOVEMENT BY VANDALS. THE CHOSEN METHOD SHALL BE

A MEANS TO RESTRAIN THE TYPE III BARRICADES FROM EASY

DURING NON-WORKING HOURS THE CONTRACTOR SHALL PROVIDE14.

STANDARDS SPECIFICATIONS SHALL APPLY.

NON-WORKING HOURS. IN ANY EVENT ARTICLE 701.04 OF THE

IMMEDIATELY BEHIND THE TYPE III BARRICADES DURING

CONSTRUCTION EQUIPMENT SHALL NOT BE PARKED WITHIN 20'13.

BACK SIDES OF THE BARRICADES.

LOCATIONS SHALL HAVE REFLECTORIZED STRIPING ON THE

FOR A SINGLE APPROACH LANE. ALL BARRICADES AT THESE

THRU TRAFFIC ONLY SHALL NOT EXCEED 8 FEET IN WIDTH EACH

THE TYPE III BARRICADES USED AT POINTS OF CLOSURE TO12.

SUPPORTS.

FLASHING LIGHTS SPACED NEAR THE CENTERLINES OF THE

BARRICADES SHALL HAVE TWO AMBER TYPE A-LOW INTENSITY

THE TOPS OF THE TYPE III BARRICADES. ALL TYPE III

THE "ROAD CLOSED" (R11-2) SIGN SHALL BE MOUNTED ABOVE11.

SUNDAYS AND HOLIDAYS.

ARE IN PLACE AND OPERATING 24 HOURS EACH DAY, INCLUDING

ALL BARRICADES, SIGNS, LIGHTS, AND OTHER DEVICES INSTALLED

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT10.

ROAD CLOSURE GENERAL NOTES

ROAD

1 CLOSED

AHEAD 2ROAD

CLOSED

3

THRU TRAFFIC

TO

ROAD CLOSED

N

SIGN LEGEND

N JUNCTION RD W16-8 (0) - 3018

W20-3 (0) - 3636

(TYPE III BARRICADE)

R-11-2-4830

(TYPE III BARRICADE)

R-11-4-6030

OGLE

MLZ

WJH

SLS

352

11 2/12/2020

N. JUNCTION ROAD OVER DRAINAGE DITCH

MAINTENANCE OF TRRAFFIC PLAN 5 3

-

-

-

-

DATE

DESIGNED

CHECKED

DRAWN

plotla

bel.tbl

1918

81

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

1918

81_

Sht_details01.dgn

IL_pdf

_b

w.plt

cf

g

USER NAME =

PLOT SCALE =

PLOT DATE =

REVISED -

-

-

-

REVISED

REVISED

REVISED

whood

2/12/2020

F.A.

RTE.SECTION

ILLINOIS FED. AID PROJECT

COUNTY

CONTRACT NO.

TOTAL

SHEETS

SHEET

NO.

SHEET NO. OF SHEETS

# 184-001322

Illinois Professional Design Firm

HRGreen.com

CITY OF ROCKFORD

OGLE

AEU

WJH

SLS

352

22 2/12/2020

HIGHWAY STANDARD DETAILS 5 5

-

-

-

-

DATE

DESIGNED

CHECKED

DRAWN

plotla

bel.tbl

1918

81

PE

N

TA

BL

E:

PL

OT

DRIV

ER:

FIL

E

NA

ME:

H

RG

PR

OJ.

CO

NT

AC

T:

HR

G

PR

OJ

EC

T

NO.:

1918

81_

Sht_details02.d

gn

IL_pdf

_b

w.plt

cf

g

USER NAME =

PLOT SCALE =

PLOT DATE =

REVISED -

-

-

-

REVISED

REVISED

REVISED

whood

2/12/2020

F.A.

RTE.SECTION

ILLINOIS FED. AID PROJECT

COUNTY

CONTRACT NO.

TOTAL

SHEETS

SHEET

NO.

SHEET NO. OF SHEETS

# 184-001322

Illinois Professional Design Firm

HRGreen.com

CITY OF ROCKFORD

OGLE

AEU

WJH

SLS

352

22 2/12/2020

HIGHWAY STANDARD DETAILS 5 5