Standard Detail Drawings - Downers Grove, Illinois...Drawing No. SWK-03 ADA Ramps on Non-curbed Streets – 01/18 Drawing No. SWK-08 Downtown Business District Sidewalk Requirements

VILLAGE OF DOWNERS GROVE STANDARD DETAIL DRAWINGS 2018

Standard Detail Drawings

Village of Downers Grove Public Works Departments

January 1, 2018

REVISIONS 05/07/18 – SWK-08 05/22/18 – PVT-09, PVT-17, PVT-18

VILLAGE OF DOWNERS GROVE STANDARD DETAIL DRAWINGS 2018

Drawing Index General Design Details Drawing No. GEN-01 Frames and Grates – 01/18 Drawing No. GEN-02 Utility Structure Adjustment – 01/18 Drawing No. GEN-03 Typ. Sanitary Replacement with New Utility – 01/18 Pavement Design and Right-of-Way Restoration Drawing No. PVT-01 Asphalt Approach on Unimproved Roadway w/ Culvert – 01/18 Drawing No. PVT-02 Asphalt Approach on Unimproved Roadway – 01/18 Drawing No. PVT-03 Asphalt Approach with Curb – 01/18 Drawing No. PVT-04 Brick Approach Unimproved Roadway – 01/18 Drawing No. PVT-05 Brick Approach Unimproved Roadway w/ Culvert – 01/18 Drawing No. PVT-06 Brick Approach with Curb – 01/18 Drawing No. PVT-07 Concrete Approach on Unimproved Roadway – 01/18 Drawing No. PVT-08 Concrete Approach on Unimp. Roadway w/ Culvert – 01/18 Drawing No. PVT-09 Concrete Approach with Curb – 05/18 Drawing No. PVT-10 Curb and Gutter – 01/18 Drawing No. PVT-13 Bituminous Improved Roadway Cross-section – 01/18 Drawing No. PVT-15 Bituminous Unimproved Roadway Cross-section – 01/18 Drawing No. PVT-16 Street Opening Bituminous with Conc. Base – 01/18 Drawing No. PVT-17 Street Opening Bituminous – 05/18 Drawing No. PVT-18 Street Opening Brick with Bituminous Base – 05/18 Drawing No. PVT-19 Street Opening Temporary – 01/18 Drawing No. PVT-20 Street Opening Concrete Streets – 01/18 Drawing No. PVT-30 Improved Residential Alley Detail – 01/18 IDOT Standard 442101-08 Class B Patches IDOT Standard 606001-07 Concrete Curb Type B and Combination Concrete Curb and

Gutter IDOT Standard 780001-05 Typical Pavement Markings Public Sidewalk Drawing No. SWK-01 Public Sidewalk – 01/18 Drawing No. SWK-03 ADA Ramps on Non-curbed Streets – 01/18 Drawing No. SWK-08 Downtown Business District Sidewalk Requirements – 05/18 IDOT Standard 424001-10 Perpendicular Curb Ramps for Sidewalks IDOT Standard 424006-03 Diagonal Curb Ramps for Sidewalks IDOT Standard 424011-03 Corner Parallel Curb Ramps for Sidewalks IDOT Standard 424016-04 Mid-Block Curb Ramps for Sidewalks IDOT Standard 424021-04 Depressed Corner for Sidewalks IDOT Standard 424026-02 Entrance/Alley Pedestrian Crossings IDOT Standard 424031-01 Median Pedestrian Crossings

VILLAGE OF DOWNERS GROVE STANDARD DETAIL DRAWINGS 2018

Storm Drainage System Drawing No. STM-02 Conflict Manhole – 01/18 Drawing No. STM-03 Outlet Control Structure – 6’ – 01/18 Drawing No. STM-09 Sump Pump Air Gap – 01/18 Illinois Urban Manual Standard Drawings: IUM-514 Rolled Erosion Control Products IUM-561C1 Inlet Protection Paved Areas – Curb Protection IUM-561D Inlet Protection Paved Areas – Drop-In Protection IUM-620A Silt Fence Plan IDOT Standard 280001-07 Temporary Erosion Control Systems (amended to prohibit

straw/hay bales) IDOT Standard 602001-02 Catch Basin Type A (amended to prohibit brick masonry/CMU) IDOT Standard 602011-02 Catch Basin Type C (amended to prohibit brick masonry/CMU) IDOT Standard 602301-04 Inlet – Type A (amended to prohibit brick masonry/CMU) IDOT Standard 602306-03 Inlet – Type B (amended to prohibit brick masonry/CMU) IDOT Standard 602401-04 Precast Manhole Type A 4’ Diameter IDOT Standard 602601-05 Precast Reinforced Concrete Flat Slab Top IDOT Standard 602701-02 Manhole Steps IDOT Standard 604001-04 Frame and Lids Type 1 IDOT Standard 604036-03 Grate Type 8 Water System Drawing No. WTR-01 Water Main Connection – 01/18 Drawing No. WTR-02 Water and Sewer Separation Requirements - Horizontal

Separation – 01/18 Drawing No. WTR-03 Water and Sewer Separation Requirements - Vertical Separation

Above – 01/18 Drawing No. WTR-04 Water and Sewer Separation Requirements -Vertical Separation

Below – 01/18 Drawing No. WTR-05 Typical Thrust Block Installation – 01/18 Drawing No. WTR-06 Megalug Mechanical Joint Restraint – 01/18 Drawing No. WTR-07 All Stainless Steel Casing Spacer – 01/18 Drawing No. WTR-08 Water Valve Vault – 01/18 Drawing No. WTR-09 Watermain Pressure Connection – 01/18 Drawing No. WTR-10 Typical Hydrant Installation – 01/18 Drawing No. WTR-11 Typical Tap Service Connection – 01/18 Drawing No. WTR-12 Typ. Water Service Connection from B-Box to House – 01/18 Trees Drawing No. TRE-01 Parkway Tree Protection Requirements – 01/18 Drawing No. TRE-02 Suitable Parkway Tree Species List – 01/18

Village of

· ”

· ”

·

·

·

·

“ ” “ ”

“

Village of

·

·

·

Village of

Village of

····

Village of

Village of

Village of

Village of

····

Village of

Village of

Village of

····

Village of

Village of

Village of

Village of

Village of

Village of

Village of

Village of

Village of

Village of

8 (200) thru 9.99 (249)

saw cuts

Full depth

removal

Hand

(100)

4

saw cuts

Full depth

(150)

6

removal

Shoulder

Edge of pav't.

Full depth saw cut

min.

4 (1

00

¡

(HMA SHOULDER)

min.

6'-0'' (1.8 m)

min.

6'-0'' (1.8 m)

saw cut

Full depth

cut

saw

Wheel

saw cuts

Full depth

saw cut

Wheel

removal

Shoulder

pav't.

Edge of

min.

4 (1

00

¡

(HMA SHOULDER)

(100)

4

min.

6'-0'' (1.8 m)

saw cuts

Full depth

removal

Hand

removal

Hand

(150)

6 min.

4 (1

00)

length of patch

Saw cut full Edge of pav't.

¡

(PCC SHOULDER)

saw cut

Full depthsaw cuts

Full depth

¡

cut

saw

Wheel

length of patch

Saw cut full Edge of pav't.

min.

6'-0'' (1.8 m)

(PCC SHOULDER)

Edge of pav't.

equivalent.

bond breaker or

(6) Fiberboard41

¡

joint (typ.)

Transverse

A =

at 12 (300) cts.

5 Dowel bars

min.

24 (600)

Edge of pav't.min.

6'-0''(1.8 m)

(450)

18

(450)

18

(300)

12

AA

(3.6

m)

12'

(7.2

m)

24'

(300)

12

(600)

24

(300)

12

BB

Edge of pav't.

Edge of pav't.

B =

at 12 (300) cts.

6 Dowel bars C =

at 12 (300) cts.

7 Dowel bars

Edge of pav't.

Edge of pav't.

(300)

12

(600)

24

(300)

12

CC

joint sealer

Hot poured

adjacent lane

or patch in

Existing slab

bond breaker

(6) Fiberboard41

Patch

(3)

81

min.

(1

2)

21

min.

(6)41

DOWEL BAR TABLE

THICKNESS

PAVEMENT

DIAMETER

DOWEL BAR

DIAMETER

HOLE

(38)211 (41)8

51

(35)831 (32)4

11

Less than 8 (200) 1 (25) (29)811

joint sealer

Hot poured

backer rod.

cell plastic foam

(22) min. closed87

hole

Drilled

Existing slab

into existing pav't

dowel bar anchored

18 (450) Long

(19)

43

(19)

43

(6)

41

(54)

81

2

t/2

t

Patch

(225 ± 15)

219 ±

1-1-18

(Sheet 1 of 2)

PAVEMENT SAWING DETAIL

ALTERNATE SAWING DETAIL PAVEMENT SAWING DETAIL

12' (3.6 m) WIDE LANES

14' (4.2 m) WIDE RAMP 16' (4.8 m) WIDE RAMP

CENTERLINE JOINT

TRANSVERSE JOINT

ALTERNATE SAWING DETAIL

GENERAL NOTES

CLASS B PATCHES

STANDARD 442101-08

Illinois Department of Transportation

January 1, 2018

ENGINEER OF POLICY AND PROCEDURES

APPROVED January 1, 2018

ENGINEER OF DESIGN AND ENVIRONMENT

ISS

UE

D1-1-9

7

PASSED

DATE REVISIONS

1-1-08

English (metric).

Switched units to

10 (250) or greater

Revised DOWEL BAR TABLE.

unless otherwise shown.

All dimensions are in inches (millimeters)

fabric.

See Standard 420701 for details of pavement

whenever possible.

align with joints or cracks in the adjacent lane

The transverse joints for Class B patches shall

(Sheet 2 of 2)

See sealing details

joint sealer

Hot poured

saw cut

Full depth

pcc pavement

Existing

t/2

200 ± 15

218 ±

pavement at 12 (300) cts.

anchored into existing

18 (450) Long dowel bars

6'-0" (1.8 m) min.

Traffic*

Expansion Cap

Existing subbase

(50)

2(100)

4

(225±15)

219±

joint sealer

Hot poured

pcc pavement

Existingmin.

(6)41

saw cut

Full depth

(3)

81 (12)

21

at 12 (300) cts.

into existing pavement

Tie bars anchored

No. 10x18 (No. 32x450)

t/2

t

(Without Resurfacing)

Varies

pcc pavement

Existing

saw cut

Full depth

filler

2 (50) Joint

(200±15)

218±

pavement at 12 (300) cts.

anchored into existing

18 (450) Long dowel bars

(50)

2

Expansion Cap

(100)

4

6'-0" (1.8 m) min.

Traffic*

binder course

Proposed HMA

Existing subbase

(With Resurfacing)

saw cut

Full depth

t

t/2

at 12 (300) cts.

into existing pavement

Tie bars anchored

No. 10x18 (No. 32x450)

(225 ±15)

219 ±

Pav't.

joint filler

expansion

flexible foam

Preformed

(50)

2

(20)

43

(6)

41

Sand

Pav't.

filler

plastic joint

closed cell

Preformed

(50)

2

(6)

41

(6)

41

(20)

43

will be continuous across both lanes.

one of the patches such that the joint

dowel bars with respect to traffic for

road, reverse the orientation of the

expansion joint on a two-lane, two-way

When re-establishing a transverse*

METHOD I

METHOD II

SEALING DETAIL

SEALING DETAIL

NOTE

CLASS B PATCHES

STANDARD 442101-08

TRANSVERSE EXPANSION JOINTS

surface course

Proposed HMA

Illinois Department of Transportation

January 1, 2018

ENGINEER OF POLICY AND PROCEDURES

APPROVED January 1, 2018

ENGINEER OF DESIGN AND ENVIRONMENT

ISS

UE

D1-1-9

7

PASSED

11

1

2

1 1 2

Saw at 4 to 24 hours, and seal.

2 (50) deep, and seal.

(3) thick steel template81Form with

construction option:

(Placed in prolongation with pavement joints)

Doweled contraction joint

1.

2.

ramp returns).

side streets and

(Such as entrances,

Short radius curve

joint

Contraction

(when space permits)

placed at mid-depth

2-No. 4 (No. 13) bars

dowel bars

18 (450) long

joint

Construction

box

Curb

with curb box

Drainage casting

Back of curb

pavement

joint on the adjacent

adjusted to align with

This dimension shall be*(typ.)

12 (300

min.

(1.0 m)

* 3'-0''

min.

(1.0 m)

* 3'-0''

(4.5 m)

15'-0"

(4.5 m)

15'-0"

(4.5 m)

15'-0"

(300)

12

(75)

3

pavement

Edge of

with (or without) dowels

Pavement expansion joint

min.

(300)

* 12

A A A

A A

with 2 (50) min. cl.

2-No. 4 (No. 13) bars

(when space permits)

placed at mid-depth

2-No. 4 (No. 13) barswithout curb box

Drainage casting

Back of curb

(typ.)

12 (300)

min.

(1.0 m)

*3'-0''

min.

(1.0 m)

*3'-0''

mid-depth).

bar (placed at

18 (450) long dowel

cap

Expansion

joint filler.

preformed expansion

1 (25) - thick (min.)

Full depth & width

min.

1 (25)

curb type.

as required for

Gutter flag width

(175)

7

Slope 6%

Pavement

t

(40)

21

1

Tie bar

Pavement

CB

A

Tie bar

RSlope 6%

t

Dcurb type.

as required for

Gutter flag width

Slope 5% max.

Pavement

Tie bar

t

(13)

21

(175)

7

Pavement

A

B C

R

Tie bar

Slope 6% D

t

HMA surfacing

course

PCC base Tie bar

(other types permitted)

Mountable curb shown

course 8 (200)

10 (250) when PCC base

course 8 (200)

9 (225) when PCC base

min.

3 (7

5)

(6)

41

Slope 6%

A

Pavement

BC

R

Tie bar

R D

t

Slope 2%

BARRIER CURB

TABLE OF DIMENSIONS

TYPE

(B-15.3)

B-6.12

(B-15.45)

B-6.18

(B-15.60)

B-6.24

(B-22.30)

B-9.12

(B-22.45)

B-9.18

(B-22.60)

B-9.24

A

(300)

12

(450)

18

(600)

24

(300)

12

(450)

18

(600)

24

B

(25)

1

(25)

1

(25)

1

(50)

2

(50)

2

(50)

2

C

(150)

6

(150)

6

(150)

6

(125)

5

(125)

5

(125)

5

D

(150)

6

(150)

6

(150)

6

(225)

9

(225)

9

(225)

9

R

(25)

1

(25)

1

(25)

1

(25)

1

(25)

1

(25)

1

MOUNTABLE CURB

TABLE OF DIMENSIONS

TYPE

(M-5.15)

M-2.06

(M-5.30)

M-2.12

(M-10.15)

M-4.06

(M-10.30)

M-4.12

(M-10.45)

M-4.18

(M-10.60)

M-4.24

(M-15.15)

M-6.06

(M-15.30)

M-6.12

(M-15.45)

M-6.18

(M-15.60)

M-6.24

A

(150)

6

(300)

12

(150)

6

(300)

12

(450)

18

(600)

24

(150)

6

(300)

12

(450)

18

(600)

24

B

(50)

2

(50)

2

(100)

4

(100)

4

(100)

4

(100)

4

(150)

6

(150)

6

(150)

6

(150)

6

C

(100)

4

(100)

4

(75)

3

(75)

3

(75)

3

(75)

3

(50)

2

(50)

2

(50)

2

(50)

2

D

(50)

2

(50)

2

(100)

4

(100)

4

(100)

4

(100)

4

(150)

6

(150)

6

(150)

6

(150)

6

R R

(75)

3

(75)

3

(75)

3

(75)

3

(75)

3

(75)

3

(50)

2

(50)

2

(50)

2

(50)

2

(50)

2

(50)

2

NA

NA

NA

NA

NA

NA

NA

NA

(Sheet 1 of 2)

(150)

6

(25)

1

(150)

6

(150)

6

(25)

1

(B-15.15)

B-6.06

For corner islands only.

STANDARD 606001-07

A

*

*

CONCRETE CURB AND GUTTER

AND COMBINATION

CONCRETE CURB TYPE B

¡

¡

¡

¡

¡

GENERAL NOTES

TO THE DISABLED

TO CURB RAMP ACCESSIBLE

DEPRESSED CURB ADJACENT

DEPRESSED CURB (TYPICAL)

WITH HMA SURFACING

ADJACENT TO PCC BASE COURSE

M-2.06 (M-5.15) and M-2.12 (M-5.30)

EXPANSION JOINT

DETAIL

MOUNTABLE CURBBARRIER CURB

ADJACENT TO PCC PAVEMENT OR PCC BASE COURSE

PLAN

Illinois Department of Transportation

January 1, 2018

ENGINEER OF POLICY AND PROCEDURES

APPROVED January 1, 2018

ENGINEER OF DESIGN AND ENVIRONMENT

ISS

UE

D1-1-9

7

PASSED

DATE REVISIONS

1-1-15

(corner islands only).

curb and gutter to table

Added B-6.06 (B-15.15) barrier

1-1-18

bar spacing to 36 (900) cts.

Revised General Note for tie

unless otherwise shown.

All dimensions are in inches (millimeters)

islands.

See Standard 606301 for details of corner

only be required for monolithic construction.

The dowel bars shown in contraction joints will

maintained.

the tie bar and the back of the curb shall be

A minimum clearance of 2 (50) between the end of

Standard 420001.

longitudinal construction joint shown on

36 (900) centers in accordance with details for

Longitudinal joint tie bars shall be No. 6 (No. 19) at

t = Thickness of pavement.

is omitted.

the same slope as the subbase or 6% when subbase

constructed adjacent to pcc pavement shall be

The bottom slope of combination curb and gutter

1

1

(Sheet 2 of 2)

Short radius curve

A

A A A

(when space permits)

placed at mid-depth

2-No. 4 (No. 13) bars

Back of curb

with curb box

Drainage casting

pavement

Edge of

(typ.)

12 (300)

Construction joint

full depth and width.

(20) thick preformed joint filler43Insert

Saw 2 (50) deep at 4 to 24 hours, and seal.

2 (50) deep, and seal.

(3) thick steel template81Form with

construction options:

Undoweled contraction joint (typ.)

1.

2.

3.

PT

PC

max. cts. (typ.)

at 25'-0'' (7.6 m)

Contraction joints

with 2 (50) min. cl.

2-No. 4 (No. 13) bars

(when space permits)

placed at mid-depth

2-No. 4 (No. 13) bars

(1.5 m)

5'-0"

(1.5 m)

5'-0"

without curb box

Drainage casting

Back of curb

(typ.)

12 (300)

pavement

Edge of

A A

(1.5 m)

5'-0"

(1.5 m)

5'-0"

(other types permitted)

Mountable curb shown

HMA surfacing

Base course

(6)

41

t

min.

9 (2

25)

min.

9 (2

25)

(6)

41

t

Base course

HMA surfacing

Pavement (40)

21

1(175)

7

(340)

21

13

Pavement

B C

R

D

(450)

18

Pavement

Tie bar

(40)

21

1

t

(175)

7

Pavement

R

Tie bar

BC

D

t

A

STANDARD 606001-07

CONCRETE CURB AND GUTTER

AND COMBINATION

CONCRETE CURB TYPE B

¡¡

DEPRESSED CURB BARRIER CURB

ADJACENT TO FLEXIBLE PAVEMENT

DEPRESSED CURB BARRIER CURB

ADJACENT TO PCC PAVEMENT OR PCC BASE COURSE

CONCRETE CURB TYPE B

ADJACENT TO FLEXIBLE PAVEMENT

ON UNDISTURBED SUBGRADEON DISTURBED SUBGRADE

PLAN

Illinois Department of Transportation

January 1, 2018

ENGINEER OF POLICY AND PROCEDURES

APPROVED January 1, 2018

ENGINEER OF DESIGN AND ENVIRONMENT

ISS

UE

D1-1-9

7

PASSED

(50)

2

(100)

4

(100)

4

Edge of pavement

White

Yellow

White

(100)

4

(180)

7

(40)

21

1

Edge of pavement

Yellow(3.05 m)

10'

(9.15 m)

30'

(9.15 m)

30'

(3.05 m)

10'White

As specified

As specified

DIVIDED UNDIVIDED

Edge of pavement

(100)

4

(50)

2 (100)

4 (50)

2

(300)

12

(100)

4

(100)

4

(180)

7

(100)

4

(600)

24

(3.05 m)

10'

(600)

24

(600)

24

the Engineer.

As directed by

(7.6 m)

25'

(7.6 m)

25'

(15.2 m)

50'

(600)

24

Engineer.

by the

as directed

8' (2.4 m) or

(1.8

m)

6'

(6.1

m)

20'

Std. R

(400)16

unless otherwise shown.

All dimensions are in inches (millimeters)

1-1-15

(Sheet 1 of 3)

of the MUTCD.

as placed by Table 2C-4, Condition B

to the Advance Warning Sign (W10-1)

should be located directly adjacent

is used, a portion of the symbol

When the pavement marking symbol

each lane.

be placed adjacent to each other in

lanes and separate RXR symbols shall

shall extend across all approach

On multi-lane roads, the stop lines

may vary according to lane width.

The transverse spread of the "X"

NOTES

1-1-14

'LANE-REDUCTION ARROW'.

'LANE DROP ARROW' detail to

Added bike symbol. Renamed

to center line.

present. Stop line placed perpendicular

rail or 8' (2.4 m) back from gate, if

Approximately 15' (4.5 m) from nearest

for stop line at RR crossing.

bike symbol. Revised note

Added symbols. Revised

STANDARD 780001-05

MARKINGS

TYPICAL PAVEMENT

LANE AND EDGE LINES

2 LANE MULTI LANE

RAILROAD-HIGHWAY GRADE CROSSING

PAVEMENT MARKINGS AT

Lane ¡

Illinois Department of Transportation

January 1, 2015

APPROVED January 1, 2015

ENGINEER OF DESIGN AND ENVIRONMENT

ISS

UE

D1-1-9

7

PASSED

ENGINEER OF OPERATIONS

DATE REVISIONS

(Sheet 2 of 3)

a

a

Height

Legend

Size

Arrowa

6' (1.8 m) Small 2.9 (74)

8' (2.4 m) Large 3.8 (96)

6' (1.8 m) legend and 4 (100) for 8' (2.4 m) legend.

numerals should be approximately 3 (75) for

The space between adjacent letters or

STANDARD 780001-05

MARKINGS

TYPICAL PAVEMENT

LETTER AND ARROW GRID SCALE

Illinois Department of Transportation

January 1, 2015

APPROVED January 1, 2015

ENGINEER OF DESIGN AND ENVIRONMENT

ISS

UE

D1-1-9

7

PASSED

ENGINEER OF OPERATIONS

between words)

and word or

(Between arrow

50' (15 m): rural

20' (6 m): urban

Large size: rural

Sm

all size:

urban

(1.2 m)

4'

(3 m)

10'

(600)

24

(2.7 m)

9'

(2.4 m)

8'

(1.75 m)

5'-9"

(838)

33

(838)

33

(600)

24

20°

Direction of View

Edge of Pavement

(5 m)

16'-6"

(750)

30

(750)

30

(3 m)

10'

(200)

8

(200)

8

(1.0 m)

3'-4"

(1.8

m)

6'-0"

Use mirror image for left lane.

Right lane-reduction arrow shown.

(Sheet 3 of 3)

(1.8

m)

6'-0"

(1.8

m)

6'-0"

(1.0 m)

3'-4"

(1.8

m)

6'-0"

(1.0

2

m)

3'-4"

8' (2.4

m): rural

6' (1.8

m): urban

(914)

36

(1.0

4

m)

3'-5"

(Arrow is optional.)

STANDARD 780001-05

MARKINGS

TYPICAL PAVEMENT

LANE-REDUCTION ARROW WORD AND ARROW LAYOUT

WRONG WAY ARROW

SYMBOL

SHARED LANE

ACCESSILITY

SYMBOL OF

INTERNATIONAL

BIKE SYMBOL

Illinois Department of Transportation

January 1, 2015

APPROVED January 1, 2015

ENGINEER OF DESIGN AND ENVIRONMENT

ISS

UE

D1-1-9

7

PASSED

ENGINEER OF OPERATIONS

Village of

Village of

Village of

1-1-18

gutter

Edge of

1:50 max.

1:5

0

max.

warning

Detectable

1:50 max.

1:5

0

max.

gutter

Edge of

1:50 max.

1:10 max. 1:10 max.

1:1

0

max.

warning

Detectable

See DETAIL A

Expansion joint

See DETAIL A

Ramp

(150)

6

top of sidewalk

roadway curb and

Flush with top of

2 (50) RVariable

thickness

Ramp

curb

Face of roadway

curb

Side

curb

Side

(Sheet 1 of 2)

flare

Ramp side

flare

Ramp side

flare

Ramp side

gutter

curb and

Depressed

1:10 max.

1:50 max.

gutter

curb and

Depressed

max. setback

5' (1.52 m)

max. setback

5' (1.52 m)

1:50 max.

1:50 max.

1:12 max.1:12 max.

landing

Lower

marking (typ.)

Crosswalk

gutter

curb and

Depressed

gutter

curb and

Depressed

landing

Lower

marking (typ.)

Crosswalk

ramps preferred)

5'-6" between curb

(length not less than

Face of roadway curb

4' (1.22 m) min.

Sidewalk width 5' (1.52 m) typical,

warning

Detectable

4' (1.22 m) min.

Sidewalk width 5' (1.52 m) typical,

warning

Detectable

Turning space

Turning space

Turning space

Turning space

See Sheet 2 for GENERAL NOTES.

2

2

Ramp

require the ramp length to exceed 15' (4.5 m).

The running slope of the curb ramp shall not

Ramp

2

2

require the ramp length to exceed 15' (4.5 m).

The running slope of the curb ramp shall not

1-1-17

greater than 5'.

warnings for setbacks

Added 2' dimension to det.

landings.

turning spaces and lower

Omitted diagonal slope at

STANDARD 424001-10

A A

B

B

A A

B

B

SECTION A-A

SECTION B-B

FOR SIDEWALKS

PERPENDICULAR CURB RAMPS

DETAIL A SIDE CURB DETAIL

SETBACK ≤ 5'

RAMPS IN LANDSCAPED AREA

SETBACK ≤ 5'

RAMPS IN PAVED AREA

Illinois Department of Transportation

January 1, 2018

APPROVED January 1, 2018

ENGINEER OF DESIGN AND ENVIRONMENT

ISS

UE

D1-1-9

7

PASSED

ENGINEER OF POLICY AND PROCEDURES

6' (1.8

3

m)

min.

6' (1.83 m) min.

1:50 max.

1:50 max.

Lower landing

1:50 max.

6' (1.8

3

m)

min.

6' (1.83 m) min.

and gutter

Depressed curb

and gutter

Depressed curb

(13)

21

DATE REVISIONS

(Sheet 2 of 2)

curb

Side

1:5

0

max.

gutter

Edge of

curb

Face of roadway

warning

Detectable

1:5

0

max.

than 5' (1.52 m)

Setback greater

than 5' (1.52 m)

Setback greater

gutter

Edge of

curb

Face of roadway

1:1

0

max.

1:10 max.

flare

Ramp side

flare

Ramp side

See DETAIL A

warning

Detectable

gutter

curb and

Depressed

gutter

curb and

Depressed

1:50 max.

1:50 max.

warning

Detectable

landing

Lower

landing

Lower1:50 max.

1:50 max.

1:50 max. 1:12 max.

1

marking (typ.)

Crosswalk

marking (typ.)

Crosswalk

4' (1.22 m) min.

typical,

5' (1.52 m)

Sidewalk width

1

4' (1.22 m) min.

typical,

5' (1.52 m)

Sidewalk width

1

flatter than 1:20.

Turning space not required for ramp slopes

1

Turning space

Turning space

4' (1.22 m) min.

Turning space

unless otherwise shown.

All dimensions are in inches (millimeters)

adjacent to curb ramp.

See Standard 606001 for details of depressed curb

preferred.

Where 1:50 maximum slope is shown, 1:64 is

shall be 5' (1.52 m).

turning space in the direction of the ramp-run

opposite a ramp, the minimum length of the

Where the turning space is constrained on a side

(V:H).

displacement to units of horizontal displacement

All slope ratios are expressed as units of vertical

Ramp

2

2

require the ramp length to exceed 15' (4.5 m).

The running slope of the curb ramp shall not

(610)

24

(910)

24

GENERAL NOTES

STANDARD 424001-10

C C

CC

FOR SIDEWALKS

PERPENDICULAR CURB RAMPS

SETBACK > 5'

RAMP IN PAVED AREA

SECTION C-C

SETBACK > 5'

RAMP IN LANDSCAPED AREA

Illinois Department of Transportation

January 1, 2018

APPROVED January 1, 2018

ENGINEER OF DESIGN AND ENVIRONMENT

ISS

UE

D1-1-9

7

PASSED

ENGINEER OF POLICY AND PROCEDURES

6' (1.8

3

m)

min.

6' (1.8

3

m)

min.

and gutter

Depressed curbLower landing

1:50 max.

1-1-18

flare

Ramp side

flare

Ramp side

1:10 m

ax.

1:10 m

ax.

1:50 m

ax.

24 (610) min.

24 (6

10)

min.

gutter

curb and

Depressed

curb

Face of roadway

gutter

Edge of

marking (typ.)

Crosswalk

1:50 m

ax.

24 (6

10)

min.

gutter

curb and

Depressed

marking (typ.)

Crosswalk

24 (610) min.

curb

Face of roadway

gutter

Edge of

1:50 m

ax.curb

Side

warning

Detectable

See DETAIL A

and gutter

Depressed curb

Expansion joint

Ramp

(150)

6

top of sidewalk

roadway curb and

Flush with top of

2 (50) RVariable

thickness

Ramp

warning

Detectable

warning

Detectable

4' (1.22 m) min.

typical,

5' (1.52 m)

Ramp width

4' (1.22 m) min.

Sidewalk width 5' (1.52 m) typical,

4' (1.22 m) min.

typical,

5' (1.52 m)

Ramp width

1:50 m

ax.

(1.22x1.22 m) min.

typical, 4'x4'

5'x5' (1.52x1.52 m)

Turning space

4'x4' (1.22x1.22 m) min.

Clear space

Turning space Ramp

1:12 max.1

1

require the ramp length to exceed 15' (4.5 m).

The running slope of the curb ramp shall not

(1.22x1.22 m) min.

typical, 4'x4'

5'x5' (1.52x1.52 m)

Turning space

4'x4' (1.22x1.22 m) min.

Clear space

unless otherwise shown.

All dimensions are in inches (millimeters)

adjacent to curb ramp.

See Standard 606001 for details of depressed curb

(V:H).

displacement to units of horizontal displacement

All slope ratios are expressed as units of vertical

preferred.

Where 1:50 maximum slope is shown, 1:64 is

5' (1.52 m).

space in the direction of the ramp-run shall be

opposite a ramp, the minimum length of the turning

Where the turning space is constrained on a side

of 20 ft. (6.1 m) or greater.

This Standard shall only be used for curb radii

1-1-15

reg. const. turning space.

'Turning space'. Added note

Changed 'Upper landing' to

turning spaces.

Omitted diagonal slope at

GENERAL NOTES

A

A

A

A

STANDARD 424006-03

RAMP IN LANDSCAPED AREA RAMP IN PAVED AREA

SECTION A-A

DETAIL A

SIDE CURB DETAIL

FOR SIDEWALKS

DIAGONAL CURB RAMPS

1:50 max.

(610)

24 min.

(610)24

min.

(13)

21

Illinois Department of Transportation

January 1, 2018

APPROVED January 1, 2018

ENGINEER OF DESIGN AND ENVIRONMENT

ISS

UE

D1-1-1

2

PASSED

ENGINEER OF POLICY AND PROCEDURES

DATE REVISIONS

1-1-18

(13)

21

warning

Detectable

See DETAIL A

Ramp

(150)

6

top of sidewalk

roadway curb and

Flush with top of

2 (50) RVariable

thickness

Ramp

1:50 max.

1:50 max.

1:50 max.

1:5

0

max.

1:5

0

max.

gutter

Edge of

curb

Face of roadway

1:50 max.

1:50 max.in paved areas

Ramp side flare

1:10 max.

areas

landscaped

Side curb in

curb

Face of roadway

gutter

Edge of

See DETAIL A

warning

Detectable

1:50 max.

required

Side curb where

gutter

curb and

Depressed

gutter

curb and

Depressed

warning

Detectable

warning

Detectable

warning

Detectable

1:50 max. 1:50 max.

1:50 max.1:50 max.

1:12 max. 1:12 max.

1

marking (typ.)

Crosswalk

marking (typ.)

Crosswalk

Upper landing

Upper landing

1

1

typical

4' (1.22 m) min.

5' (1.52 m) typical,

Sidewalk width

1

flatter than 1:20.

Upper landing(s) not required for ramp slopes

1

where applicable

Face of building,

when required

Face of side curb,

4' (1.2

2

m)

minim

um

5' (1.5

2

m) ty

pic

al

Turning space

(1.22x1.22 m) min.

typical, 4'x4'

5'x5' (1.52x1.52 m)

Turning space

Ramp Turning space, 4' (1.22 m) min. Ramp

1:12 max.

Ramp

2

22

2

require the ramp length to exceed 15' (4.5 m).

The running slope of the curb ramp shall not

unless otherwise shown.

All dimensions are in inches (millimeters)

adjacent to curb ramp.

See Standard 606001 for details of depressed curb

preferred.

Where 1:50 maximum slope is shown, 1:64 is

5' (1.52 m).

space in the direction of the ramp-run shall be

opposite a ramp, the minimum length of the turning

Where the turning space is constrained on a side

(V:H).

displacement to units of horizontal displacement

All slope ratios are expressed as units of vertical

Turning space

1-1-17

behind curb.

include 24 (610) buffer

Revised sidewalk width to

landings.

turning spaces and upper

Omitted diagonal slope at

GENERAL NOTES

C

C

B

B

A A

STANDARD 424016-04DETAIL A

RAMPS FOR SIDEWALKS

MID-BLOCK CURB

SECTION A-A

SECTION C-C

SIDE CURB DETAIL

SECTION B-B

PARALLEL MID-BLOCK CURB RAMP

PERPENDICULAR MID-BLOCK CURB RAMP

Illinois Department of Transportation

January 1, 2018

APPROVED January 1, 2018

ENGINEER OF DESIGN AND ENVIRONMENT

ISS

UE

D1-1-1

2

PASSED

ENGINEER OF POLICY AND PROCEDURES

DATE REVISIONS

6' (1.83 m) min.

(1.22 m) min.

route width 4'

pedestrian access

(2.13 m) typical,

Sidewalk width ≥ 7'

6' (1.83 m) min.

Upper landing, 4' (1.22 m) min. SidewalkUpper landing, 4' (1.22 m) min.Sidewalk

and gutter

Depressed curb

Upper landing

and gutter

Depressed curb

Expansion joint

1-1-18

(13)

21

Expansion joint

required

Side curb where

warning

Detectable

See DETAIL A

Variable

thickness

Ramp

(150)

6

top of sidewalk

roadway curb and

Flush with top of

2 (50) R

Ramp

1:50 max.

1:50 max.

1:5

0

max.

1:50 max.

1:50 max.

required

Side curb where

warning

Detectable

1:12 max.

1:50 max.1:12 max.

1:50 max.

1

corner

Depressed

and gutter

Depressed curb

curb

Face of roadway

gutter

Edge of

by 4' (1.22 m) min.

full width of sidewalk

Upper landing

by 4' (1.22 m) min.

full width of sidewalk

Upper landing

flatter than 1:20.

Upper landing(s) not required for ramp slopes

1 1

1

1

typical, 4' (1.22 m) min.

Sidewalk width 5' (1.52 m)

unless otherwise shown.

All dimensions are in inches (millimeters)

adjacent to curb ramp.

See Standard 606001 for details of depressed curb

preferred.

Where 1:50 maximum slope is shown, 1:64 is

(V:H).

displacement to units of horizontal displacement

All slope ratios are expressed as units of vertical

6 ft. (1.83 m) or greater.

This standard shall only be used for curb radii of

curb

Side

2

require the ramp length to exceed 15' (4.5 m).

The running slope of the curb ramp shall not

22

Ramp Ramp

1-1-15 Added note 2 .

landings.

turning spaces and upper

Omitted diagonal slope at

GENERAL NOTES

A

A

B

B

STANDARD 424021-04

DETAIL A

SECTION B-B

SECTION A-A

SIDE CURB DETAIL

FOR SIDEWALKS

DEPRESSED CORNER

Upper landingSidewalk Depressed corner Upper landing Sidewalk

Depressed corner

and gutter

Depressed curb

1:50 max.

1:50 max.

Illinois Department of Transportation

January 1, 2018

APPROVED January 1, 2018

ENGINEER OF DESIGN AND ENVIRONMENT

ISS

UE

D1-1-1

2

PASSED

ENGINEER OF POLICY AND PROCEDURES

DATE REVISIONS

DEPRESSED CORNER

1-1-18

Ramp

(150)

6

top of sidewalk

roadway curb and

Flush with top of

2 (50) R

Variable

thickness

Ramp

(13)

21

areas

landscaped

Side curb in

1:5

0

max.

1:5

0

max.

crossing

Pedestrian

1:1

0

max.

alley return

Entrance or

1:5

0

max.

warning

Detectable

See DETAIL A

curb, typical

Face of roadway

in paved areas

Ramp side flare

roadway

Edge of

typical, 4' (1.22 m) min.

Sidewalk width 5' (1.52 m)

alley

Entrance or

alley return

Entrance or

1:50 max. 1:50 max.

2

1:12 max.

1

or alley

Entrance

1:50 max.

Pedestrian crossing

Upper landing

warning

Detectable

22warning

Detectable

devices (i.e. stop signs, signals).

with permanent traffic control

installed at entrances/alleys

Detectable warning shall only be2

4' (1.2

2

m)

min.

5' (1.5

2

m) ty

p.

Upper landing

1

flatter than 1:20.

Upper landing not required for ramp slopes

1 1

3

3

landings.

the need for ramps and upper

the entrance/alley to avoid

grade of the sidewalk across

Where possible, maintain the

unless otherwise shown.

All dimensions are in inches (millimeters)

preferred.

Where 1:50 maximum slope is shown, 1:64 is

(V:H).

displacement to units of horizontal displacement

All slope ratios are expressed as units of vertical

1-1-13 Revised General Notes.

upper landings.

Omitted diagonal slope at

GENERAL NOTES

A A

B

B

STANDARD 424026-02

SIDE CURB DETAILDETAIL A

SECTION A-A

PEDESTRIAN CROSSINGS

ENTRANCE / ALLEY

SECTION B-B

alley

Entrance or

1:20 max.

Sidewalk Upper landing, 4' (1.22 m) min. Ramp, 15' (4.57 m) max.

Varies1:50 max.

Varies

Expansion joint

ENTRANCE / ALLEY PEDESTRIAN CROSSING

Illinois Department of Transportation

APPROVED 2018

APPROVED 2018

ENGINEER OF DESIGN AND ENVIRONMENT

ISS

UE

D1-1-1

2

January 1,

January 1,

ENGINEER OF POLICY AND PROCEDURES

DATE REVISIONS

1-1-12

1:5

0

max.

1:5

0

max.

typical

and gutter,

Depressed curb

typical

Edge of gutter,

typical

Side curb,

and gutter

Depressed curband gutter

Depressed curb

See DETAIL A

Ramp

(150)

6

top of sidewalk

roadway curb and

Flush with top of

2 (50) RVariable

thickness

Ramp

(13)

21

Expansion joint

curb, typical

Face of roadway

5' (1.5

2

m)

min.

5' (1.5

2

m)

min.

1:20 max.

See DETAIL A

warning

Detectable

warning

Detectable

1:20 max.

warning

Detectable

6' (1.8

3

m)

min.

Variable

curbs is less than 6' (1.83 m).

Omit detectable wornings when distance between back of1

1 1

1

marking (typ.)

Crosswalk

1-1-12 New standard.

Revised General Notes.

(1.83 m) min. inside dimension.

Widened crosswalk to 6'

unless otherwise shown.

All dimensions are in inches (millimeters)

adjacent to curb ramp.

See Standard 606001 for details of depressed curb

preferred.

Where 1:50 maximum slope is shown, 1:64 is

(V:H).

displacement to units of horizontal displacement

All slope ratios are expressed as units of vertical

A A

GENERAL NOTES

STANDARD 424031-01

CROSSINGS

MEDIAN PEDESTRIAN

SECTION A-A

SIDE CURB DETAIL

DETAIL AMEDIAN PEDESTRIAN CROSSING

Illinois Department of Transportation

January 1, 2013

ENGINEER OF POLICY AND PROCEDURES

APPROVED January 1, 2013

ENGINEER OF DESIGN AND ENVIRONMENT

ISS

UE

D1-1-1

2

PASSED

DATE REVISIONS

Village of

Village of

Village of

Staking Pattern Guide

2" or less

the end of Wattle

Stake within 2" ofWood Stake

Flow

Soil Soil

Soil

Soil

ILLINOIS URBAN MANUAL

ROLLED EROSION CONTROL PRODUCTS

Checked

Approved

REFERENCE

Project

Designed Date

Date

Date

STANDARD DWG. NO.

IUM-514

SHEET 1 OF 1

DATE 8-19-11

in 3" Deep Trench

Rolled Excelsior

Straw Wattle or

Or space according to manufacturer’s specifications.4.

2’ spacing for rolled excelsior.3.

4’ spacing for wattles.2.

Overlap minimum is the diameter of the roll.1.

Notes:

D

Trench

3" Deep

Stake Detail

(To only penetrate netting)

Wood Stake

Channel Bottom

Control Product

Rolled Erosion

Soil

Flow

Material

Compost Filler

(or equal)

Wood Stake

1"x2"

and the ground.

seam between the tube

Filler Material to fill the

Place additional Compost

Compost Filter Sock Detail

upstream of the filter sock (see IUM 805). A trench is not required.

When compost filter sock ditch check is used, place a compost berm6.

line with the top of the downstream ditch check.

Spacing: The toe of the upstream ditch check shall create a horizontal5.

Stakes shall not extend above the straw wattle more than 2".4.

Recommended stakes are 1 1/8" wide x 1 1/8" thick x 30" long3.

Ends of wattles or rolled excelsior shall be turned at least 6" upslope.2.

Drawings are not to scale.1.

Notes:

sock (see IUM 805). A trench is not required.

place a compost berm upstream of the filter

When compost filter sock ditch check is used,

Min.

6"

fabric.

Silt fence

metal stake.

Wood post or

metal stake.

Wood post orfabric.

Silt fence

fence with fabric positioned as swown.

adjacent to end-post (stake) of second silt

Place end-post (stake) of first silt fence

and drive both posts (stakes) 18 (450) into ground.

Rotate posts (stakes) together 180° clockwise

(Not applicable for J-hooks)

J-hook

Sheet flow

J-hook

Sheet flow

(60 m)

200'

(typical).

metal stake

Wood post or

fabric.

Continuous fence

top with wire.

adjacently and bind at

Place posts (stakes)

bank.

Top of

pin.

Securing

fabric.

Filter

pin.

Securing

(150)

6 min.

12 (300)

max.

36 (9

14)

of the aggregate shall be 1:4 (V:H).

traffic, the traffic approach slope

clear zone and the road is open to

When the ditch check is within the*

aggregate.

Coarse

ditch.

Bottom of

pin.

Securing

Flow

fabric.

Filter

2*

1 1

1

Riprap

2*

1

fabric.

Filter

pin.

Securing

(300)

12

(300)

12

(300)

12

(300)

12

(300)

12

(150)

6

(1.5 m)

5'

Wood or metal stake

Fence fabric

Sheet flow

(150)

6

(450)

18

(1.2

m)

4'

unless otherwise shown.

All dimensions are in inches (millimeters)

protection.

shall also apply for inlet and pipe

shown for perimeter erosion barriers

The installation details and dimensions

1-1-13

(Sheet 1 of 2)

Wood or metal stake

Fence fabric

Sheet flow

(450)

18

(1.2

m)

4'

(150)

6

(250)

10

trench to secure fabric.

Excavate, backfill and compact

1-1-12

to SECTION A-A.

barrier. Added SLICE METHOD

Omitted hay/straw perimeter

STANDARD 280001-07

STEP 1

STEP 2

ATTACHING TWO SILT FILTER FENCES

SILT FILTER J-HOOK PLACEMENT

J-HOOK

ELEVATION

SECTION B-B

AGGREGATE DITCH CHECK

ELEVATION

SECTION A-A

GENERAL NOTES

PERIMETER EROSION BARRIER

SILT FILTER FENCE AS A

TRENCH METHOD

SLICE METHOD

CONTROL SYSTEMS

TEMPORARY EROSION

B

B

A

A

BASIN ELEVATION.

flowline (¥) on SEDIMENT

Corrected notation for Illinois Department of Transportation

January 1, 2013

ENGINEER OF POLICY AND PROCEDURES

APPROVED January 1, 2013

ENGINEER OF DESIGN AND ENVIRONMENT

ISS

UE

D1-1-9

7

PASSED

DATE REVISIONS

4 %

SECTION THRU MANHOLESECTION THRU MANHOLE

GEOMETRIC LIMITS

CONFIGURATIONS

BOTTOM SLAB JOINT

TOP SLAB JOINT CONFIGURATIONS

SHEAR KEY GEOMETRY

Illinois Department of Transportation

DATE REVISIONS

January 1, 2018

APPROVED January 1, 2018

ENGINEER OF DESIGN AND ENVIRONMENT

ISS

UE

D

PASSED

ENGINEER OF POLICY AND PROCEDURES

24

(600)

45° min.

Configurations

See Top Slab Joint

Flat slab top

(125)

5

16 (400) cts.

Steps spaced at 12 (300) to

min.

9 (2

30)

Vertical

17'-0" (5.1

8

m)

max.

(150)

6

2% max.

Concrete fill

cushion

Sand

(With flat slab top only)

* Typical for top and bottom slabs.

(150)

6

(75)

3

(200)

8

20'-0" (6.1

0

m)

max.

Vertical

(600)

24

conical riser

Top of precast

(125)

5

Geometric Limits.

Oversized hole. See

(200)

8

fill

Concrete

cushion

Sand

(With riser)

Configurations.

See Bottom Slab Joint

(150)

6

(75)

3

Cut bars to fit

spaced around perimeter.

10-#4 (#13) bars evenly

at center of slab

grouted in place

drilled and

evenly spaced

10-#4 (#13) bars

(150)

6

(200)

8

(660)

26

center of slab

shear key at

Single-element

key as shown

placed near shear

WWR shall be

First two wires of

(50)

2

(75)

3

(50)

2

Mortar or sealer

center of slab

shear key at

Single-element

(Reinforcement not Shown for Clarity)

45°

(50)

2

5.

4.

3.

2.

1.

Bar c Bar c

Mortar or sealer

Mortar or sealer

(Shown at access hole)

cl. typ.

(55)412

cl. ty

p.

(4

0)

21

1

cl. ty

p.

(4

0)

21

1*

4' (1.22 m) DIAMETER

PRECAST MANHOLE TYPE A

STANDARD 602401-04

1-1-18

(Sheet 1 of 2)5' (1.5 m) manhole to new std.

LRFD. Renamed std. Moved

Completely revised std. for

1-1-9

7

See Sheet 2 for General Notes.

1-1-11

Revised general notes.

Added max. limit to height.

Detailed rein. in slabs.

Optional Joint

(150x150-MD77xMD77)

6x6-D12xD12

10 (250) cts. or

#4 (#13) bars at

(150x150-MD77xMD77)

6x6-D12xD12

10 (250) cts. or

#4 (#13) bars at

(MW 16)

W2.5

(MW 33)

W5

(MW 33)

W5

(MW 16)

W2.5

(50x100-MW16xMW33)

2x4-W2.5xW5 (50x100-MW16xMW33)

2x4-W2.5xW5

4'-0" (1.22 m)

4'-0" (1.22 m)

cl. typ.

(55)412

The recommended oversized hole is equal to the O.D. of the pipe plus 4 (100).

holes, measured along inside arc length, is less than 24 (600). See detail.

Horizontal joints through pipe holes shall be spliced when the remaining column between

manhole walls may be removed.

A maximum of 60 percent of the inside perimeter of the reinforced concrete

from bottom slab to top slab, shall be maintained between the fabricated pipe holes.

A minimum 9 (230) inside arc length of reinforced concrete, extending vertically

the fabricated pipe hole.

A minimum of 9 (230) of monolithic reinforced concrete shall be maintained above

requirements:

Oversized holes, as necessary for constructability, shall satisfy the following

(Showing Layout of Reinforcement Bars)

PLAN

PLAN

GENERAL NOTES

Illinois Department of Transportation

January 1, 2018

APPROVED January 1, 2018

ENGINEER OF DESIGN AND ENVIRONMENT

ISS

UE

D

PASSED

ENGINEER OF POLICY AND PROCEDURES

#6 (#19) bars bottom, typ.

(50)

2

typ.

2 (5

0)

typ.

6 (1

50)

Top Slab Dia.

4'-10" (1.47 m)

Dia.

24 (600)

typ.

6 (1

50)

typ.

2 (5

0)

typ.

3 (7

5)

(75)

3 typ.

6 (150)

**

typ.

2 (5

0)

Top Slab Dia.

4'-10" (1.47 m)

Dia.

24 (600)

(Showing Layout of Welded Wire Reinforcement)

(50)

2

4' (1.22 m) DIAMETER

PRECAST MANHOLE TYPE A

(Sheet 2 of 2)

STANDARD 602401-04

otherwise noted.

All dimensions are in inches (millimeters) unless

See Standard 602701 for details of manhole steps.

backfilling.

manufacturer's recommendations and grouted prior to

Lifting holes shall be located in the sections as per the

damage from handling, shipping and installation stresses.

sections are additionally reinforced where required to resist

The manufacturer shall ensure that all precast manhole

and fit the riser joint detail.

Joint configuration and dimensions of flat slab shall match

1-1-9

7

radius bottom

length, 26 (660)

5'-0" (1.52 m)

Bar c #5 (#16),

radius bottom

length, 26 (660)

5'-0" (1.52 m)

Bar c #5 (#16),

Bundle first bar with closest WWR bar to the opening.

#5 (#16) bars at 3 (75) cts. 36 (910) long bottom.

#5 (#16) bars at 3 (75) cts. bottom.

***

***

**

(100x100-MD194xMD194)

4x4-D30xD30

3 (75)3 (75)

4 (100)

6 (1

50)

6 (150)

manhole wall

Inside of

(75)

3

Connection angle

typ.

2½ (65)

Slotted hole, typ.

¡ 1¼x2½ (32x65)

Tie ¢

¼ (6)

2¼ (55)1¾ (45)

Ɖ (8)

(150x100x13)

� 6x4x½

½ (13) ¢

4 (100)

½ (13) ½ (13)

½ (13)½ (13)

4¼ (1

05)

1¾ (4

5)

holes

¡ 1¼ (32) Ø

¼ (6) Tie ¢

¡ Joint

lieu of formed holes.

drilled using core bits in

Holes in the walls may be

¢ washers under each nut.

with 2¼x2¼xƉ (55x55x8)

¡ 1(25) Ø Threaded rods

JOINT SPLICE

CONNECTION ANGLE

TIE PLATE

9½ (2

40)

9½ (2

40)

5 (125)

24 (610)

T T

or sealer

Use mortar

(Riser)

D

cl.

1 (2

5)

t

D T t(min.)

D�

D + 2

T

(900)

36

(1.2 m)

4'-0"

(1.5 m)

5'-0"

(150)

6

(150)

6

(200)

8

Sta

ndards

See applicable

GENERAL NOTES

TABLE

STANDARD 602601-05

CONCRETE FLAT SLAB TOP

PRECAST REINFORCED

D�

Illinois Department of Transportation

2018

ENGINEER OF POLICY AND PROCEDURES

APPROVED 2018

ENGINEER OF DESIGN AND ENVIRONMENT

ISS

UE

D1-1-9

7

PASSED

DATE REVISIONS

January 1,

January 1,

4-1-16

'welded wire reinforcement'.

Changed terminology to

Bar c Bar c

Mortar or sealer

Mortar or sealer

(Shown at access hole)

1-1-18

LRFD.

Revised for compliance with

(Sheet 1 of 2)

(Showing Layout of Welded Wire Reinforcement)

Dia.

24 (600)

*(38)

211

typ.

2 (5

0)

typ.

2 (5

0)

radius bottom

(495)21length, 19

4'-0" (1.22 m)

Bar c #4 (#13),

D�

FOR D = 36 (900) AND D = 4'-0" (1.22 m)

TOP SLAB JOINT CONFIGURATIONS

Bar c

T T

or sealer

Use mortar

(Riser)

D

t

cl.

1 (2

5)

t

D�

Bar c Bar c

Mortar or sealer

Mortar or sealer

(Shown at access hole)

Bar c

D = 5'-0" (1.52 m)

TOP SLAB JOINT CONFIGURATIONS

cl.

1 (2

5)

D=5'-0" (1.52 m)

Configurations for

See Top Slab Joint

t

D=4'-0" (1.22 m)

D=36 (900) and

Configurations for

See Top Slab Joint

tt

D�

radius bottom

(495)21length, 19

4'-0" (1.22 m)

Bar c #4 (#13),

(38)

211

Dia.

24 (600)

typ.

2 (5

0)

typ.

2 (5

0)

typ.

4 (1

00)

PLAN FOR D = 36 (900)

(50)

2

(50)

2

(50)

2

(50)

2typ.

4 (100)bottom, typ.

#4 (#13) bars

typ.

2 (5

0)

PLAN FOR D = 36 (900)(Showing Layout of Reinforcement Bars)

*

unless otherwise shown.

All dimensions are in inches (millimeters)

backfilling.

manufacturer's recommendations and grouted prior to

Lifting holes shall be located in the sections as per the

the use of tapered tops.

option of the Contractor or when field conditions prohibit

shown on Standards 602001, 602016, or 602306 at the

The flat slab top may be used in lieu of the tapered tops

with WWR bar closest to the opening.

#4 (#13) bars bottom. Bundle first bar

(100x100-MD129xMD129)

4x4-D20xD20

FOR D = 36 (900) AND D = 4'-0" (1.22 m)

TOP SECTION THRU INLET OR CATCH BASIN

FOR D = 5'-0" (1.52 m)

TOP SECTION THRU CATCH BASIN

Illinois Department of Transportation

2018

ENGINEER OF POLICY AND PROCEDURES

APPROVED 2018

ENGINEER OF DESIGN AND ENVIRONMENT

ISS

UE

D1-1-9

7

PASSED January 1,

January 1,

STANDARD 602601-05

CONCRETE FLAT SLAB TOP

PRECAST REINFORCED

(Showing Layout of Reinforcement Bars)

#6 (#19) bars bottom, typ.

typ.

2 (5

0)

typ.

6 (1

50)

Dia.

24 (600)

typ.

6 (1

50)

typ.

2 (5

0)

typ.

3 (7

5)

(75)

3 typ.

6 (150)

typ.

2 (5

0)

Dia.

24 (600)

bottom

radius top and

length, 32 (815)

5'-6" (1.68 m)

Bar c #5 (#16),

#5 (#16) bars bottom, typ.

#4 (#13) bars top, typ.

typ.

6 (150)

(75)

3

bottom

radius top and

length, 32 (815)

5'-6" (1.68 m)

Bar c #5 (#16),

typ.

2 (5

0)

typ.

6 (1

50)

Dia.

24 (600)

typ.

2 (5

0)

typ.

2 (5

0)

typ.

3 (7

5)

typ.

6 (1

50)

Dia.

24 (600)

(Sheet 2 of 2)

D�

D�

D�

D�

PLAN FOR D = 4'-0" (1.22 m)

PLAN FOR D = 4'-0" (1.22 m)

(Showing Layout of Welded Wire Reinforcement)

PLAN FOR D = 5'-0" (1.52 m)(Showing Layout of Reinforcement Bars)

PLAN FOR D = 5'-0" (1.52 m)(Showing Layout of Welded Wire Reinforcement)

radius bottom

length, 26 (660)

5'-0" (1.52 m)

Bar c #5 (#16), **

**

**

radius bottom

length, 26 (660)

5'-0" (1.52 m)

Bar c #5 (#16),

***

***

***

with WWR bar closest to the opening.

#5 (#16) bars bottom. For WWR, bundlefirst bar

opening.

bundle first bar with WWR bar closest to the

#5 (#16) bars top and bottom. For WWR,

(100x100-MD194xMD194) bottom

4x4-D30xD30

(100x100-MD142xMD142)

4x4-D22xD22

(150x150-MD65xMD65)

6x6-D10xD10

(50)

2

(50)

2

(50)

2

(50)

2

of structure

Inside face

tread

Checkered

em

bed

ment

3 (7

5)

min.

min.

4 (1

00)

min.

10 (250)

(13)

21

English (metric).

Switched units to

steps on sheet 2.

and added plastic

Revised title, drawings,

1-1-09

4-1-06

unless otherwise shown.

All dimensions are in inches (millimeters)

(Sheet 1 of 2)

PLAN VIEW

ELEVATION VIEW

SECTION A-A

STANDARD 602701-02

CAST IRON STEPS

A

A

MANHOLE STEPSIllinois Department of Transportation

January 1, 2009

ENGINEER OF POLICY AND PROCEDURES

APPROVED January 1, 2009

ENGINEER OF DESIGN AND ENVIRONMENT

ISS

UE

D1-1-9

7

PASSED

DATE REVISIONS

em

bed

ment

3 (7

5)

min.

min.

4 (1

00)

of structure

Inside face

min.

10 (250)

(13) Reinforcement bar21

(Sheet 2 of 2)

PLAN VIEWSECTION A-A

ELEVATION VIEW

STANDARD 602701-02

PLASTIC STEPS

A

A

MANHOLE STEPSIllinois Department of Transportation

January 1, 2009

ENGINEER OF POLICY AND PROCEDURES

APPROVED January 1, 2009

ENGINEER OF DESIGN AND ENVIRONMENT

ISS

UE

D1-1-9

7

PASSED

10 permitted

6 Gussets shown

Dia.

23 (5

84)

(584)

23

(533)

21

(229)

9

(864)

34

Gray Iron

at 120° (optional)

(3) Stacking lugs

Gray Iron Lid

unless otherwise shown.

All dimensions are in inches (millimeters)

1-1-15

1-1-09

English (metric).

Switched units to

*

*

(102)

4

(76)

3

(19)

3/4

16°

16°

open lid.

frame. Added ADA compliant

Revised dimensioning of

traffic

Pedestria

n

CAST FRAME SECTION C-C

SECTION A-A

SECTION B-B

CAST OPEN LID

SECTION D-D

CAST CLOSED LID

A A

B

B D D

C

C

STANDARD 604001-04

E E

F

F

SECTION F-F

SECTION E-E

CAST OPEN LID

ADA COMPLIANT

TYPE 1

FRAME AND LIDSIllinois Department of Transportation

DATE REVISIONS

January 1, 2015

ENGINEER OF POLICY AND PROCEDURES

APPROVED January 1, 2015

ENGINEER OF DESIGN AND ENVIRONMENT

ISS

UE

D1-1-9

7

PASSED

(650)2125

24 (600) -

(44)

43

1

(22)

87

(16)

85

(22)

87

(38)

21

1

(89)

21

3

(44)

43

1

(19) (typ.)43*

(64)

212 (6

4)

21

2

(578)

4322

(29)

81

1

(44)

43

1

(578)

4322

(29)

811

(29)

811

(typ.)

(159)416

(29)

811

(29)

811

(578)

4322

(38)

211

(44)

43

1

(13)

21

(19)

43

(32)

41

1

1-1-15

(76)

3

Dia.

23 (584)

(38)

21

1

(25)

1

(76)

3

unless otherwise shown.

All dimensions are in inches (millimeters)

1-1-09

English (metric).

Switched units to

Revised dimensions.

3 permitted.

6 lugs shown,

(832 - 838)

- 334332

STANDARD 604036-03

CAST GRATE

SECTION A-A

AA

GRATE TYPE 8

DATE REVISIONS

Illinois Department of Transportation

January 1, 2015

ENGINEER OF POLICY AND PROCEDURES

APPROVED January 1, 2015

ENGINEER OF DESIGN AND ENVIRONMENT

ISS

UE

D1-1-9

7

PASSED

Village of

Village of

Village of