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DESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATEDESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATE
1
NOTES:
upstream check dam.
at the same elevation as the toe of the adjacent
that the top of the downstream check dam is
Riprap ditch check dams shall be spaced such
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
STATE OF
No.
AADIN I N
PR
OFE
S
OIS
N LANE
I
G
EN
RE
RGEISTER
DE
RIC
HA
RD L. VanCLE
AVE
9750
09/04/12
09/04/12
DATECHIEF ENGINEER
DATESUPERVISOR, ROADWAY STANDARDS
/s/ Mark A. Miller
E 205-TECD-01
REVETMENT RIPRAP
TEMPORARY CHECK DAM
SEPTEMBER 2012
/s/ Richard L. Van Cleave
4"3'-0"
Revetment Riprap
6"
Compacted #5 or #8 Stone
1'-0" Min.
Flow
2:1
2:1
3' Dam - 12' Min.2' Dam - 8' Min.
at
Center
2'-0" or 3'-0"
Geotextile
Temporary
Geotextile
Temporary
CHECK DAM MODIFIED
Existing Ground
4"
at center2'-0" or 3'-0"
1'-0"
4"
1
Revetment Riprap
Revetment Riprap
Temporary Geotextile
Temporary Geotextile
Min.1'-0"
3'-0"
3'-0"
1'-0"
3' Dam - 12'
Min.2' Dam - 8' M
in.
3' Dam - 12'
Min.2' Dam - 8' M
in.
Compacted #5 or #8 Stone
Compacted #5 or #8 Stone
2:1
2:1
2:1
2:1
ELEVATION
Min.1'-0"
FLOW
A
3'-0" Min.
Compacted #5 or #8 Stone
Geotextile Apron Channel Bottom
A
Revetment Riprap
PLAN
Min.1'-0"
1
b c
1
a
Temporary Geotextile
Temporary Geotextile
1'-0"
SECTION A-A
STATE OF
No.
AADIN I N
PR
OFE
S
OIS
N LANE
I
G
EN
RE
RGEISTER
DE
RIC
HA
RD L. VanCLE
AVE
9750
09/04/12
E-205-TECD-02
09/04/12
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
/s/ Mark A. Miller
DATECHIEF ENGINEER
DATESUPERVISOR, ROADWAY STANDARDS
FOR CLEAR ZONE
TEMPORARY CHECK DAM, TRAVERSABLE
SEPTEMBER 2012
of the adjacent upstream check dam.
downstream check dam is at the same elevation as the toe
Ditch check dams shall be spaced such that the top of the 1.
NOTES:
/s/ Richard L. Van Cleave
Min.1'-6"
2" x 2" x 2'-6" Min.
Wood Stakes
Straw Bales
4" Typ.
STRAW BALE INSTALLATION
SIDE ELEVATION
Min.1'-2"
6'-0" Min.
Flow
the embedment
and no higher than
w/ face of strawbale
Geotextile flush
downstream
straw bales extended
Geotextile 6' x 9' under
Flow
8" Min.
2" x 2" x 2'-6" min.
Wood Stakes
Temporary Geotextile
Min.1'-3"
6'-0" Min.
ROLLED EROSION CONTROL PRODUCT OPTION
SIDE ELEVATION
4"
4"
prevent undercutting
compacted to
set on geotextile
#5 or #8 Stone wedge
Filter Socks, Fiber Rolls or Wattle Installation
Stacking Method:
Direction of flo
w
Spillway Low Point
Slope VariesSlope Varies
6'-0"
6'-0"
adjacent rows of bales.
Stagger joints between
soil conditions permit
Stakes driven flush where
4" Typ.
Temporary Geotextile
PLAN VIEW
TRAVERSABLE CHECK DAM
FRONT ELEVATION
TRAVERSABLE CHECK DAM
than spillway low point.
shall be equal to or higher
Bottom elevation of traversable dam
straw bales extended down stream
Temporary geotextile under
Fiber Rolls or Wattles
Straw Bales, Filter Socks,
A
A
Min.
1'-6"
Min.5'-0"
Matc
h Line
Min. Apron5'-0"
Max.
5'-0"
6" ±
Matc
h Line
ELEVATION VIEW
2'-0"
1
2
12'-0" Min.
to Stream
Stable Outlet
Riprap
Revetment
Slope
Weir
Revetment Riprap
Compacted #5 or #8 Stone
Slope
Flood Pool
Ditch Grade (%)
Flood Pool
Ditch Grade (%)
Temporary GeotextileTemporary Geotextile
1
R/W line
SECTION A-A
Spillw
ay H
eig
ht
Varies
Ditch
Temporary Geotextile
Width
Weir
Min.
2'-0"
3
Foreslo
pe Ma
x. 3:1
Min.
1'-6"
Min.
6"temporary seeding
with permanent or
Stable embankmentsettlement
overfilled 6" for
sediment trap,
Temp. berm for
Max.
Backslope 2:1
temporary seeding
with permanent or
Stable embankmentRevetment Riprap
temporary seed
with permanent or
Stable embankment
E 205-TECD-03
09/16/16DETAILS PLACED IN THIS FORMAT
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
Weir width equals ditch bottom width, min. 2ft.3
count toward trap capacity of 2-year 24-hour storm event.
elevation of sediment trap riprap. However, over-excavation does not
sediment trap capacity. It shall not be excavated to below the bottom
This area may be excavated below planed ditch grade to achieve 2
direction of traffic while the far side slope may be 2:1 maximum.
Slope should be 3:1 maximum on the near side with respect to the 1
NOTES:
TEMPORARY SEDIMENT TRAP
SEPTEMBER 2012
IR
C
R
AH
ESIE
TD
RED
AEL
V
9750
E
C.L naV
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RP
N
O
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EF
I A
No.
STATE OF
ANI D
O
E
G
IN
R
ER
ENSI N
AL
/s/ Richard L. Van Cleave 09/04/12
/s/ Mark A. Miller 09/04/12
DESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATEDESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATE
STATE OF
No.
AADIN I N
PR
OFE
S
OIS
N LANE
I
G
EN
RE
RGEISTER
DE
RIC
HA
RD L. VanCLE
AVE
9750
09/04/12
E 205-TECI-04
09/04/12
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
/s/ Richard L. VanCleave
/s/ Mark A. Miller
DATECHIEF ENGINEER
DATESUPERVISOR, ROADWAY STANDARDS
BAG PROTECTION
TEMPORARY EROSION CONTROL INLET
SEPTEMBER 2012
may be rotated 45 degrees to the bag’s frame.
Bag frame shall be secured in place by weight of inlet grate. Grate 4
Frame with bag to be placed over inlet opening.3
Secured by nails.
the opening size pushed through opening to form weephole.
Geotextile bag shall be fabricated from piece of geotextile 2 times 2
Frame opening sized to match inlet opening.1
NOTES:
Grate
Lift Straps
secured to casting insert or frame
Commercially available woven fabric silt bag
Grate
2
1
Overflow By-pass
3
4
BUILT IN FIELD
Dumping straps
match inlet opening
Frame opening to
MANUFACTURED
Flow
Flow
STATE OF
No.
AADIN I N
PR
OFE
S
OIS
N LANE
I
G
EN
RE
RGEISTER
DE
RIC
HA
RD L. VanCLE
AVE
9750
09/04/12
E 205-TECI-05
09/04/12
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
/s/ Richard L. VanCleave
/s/ Mark A. Miller
DATECHIEF ENGINEER
DATESUPERVISOR, ROADWAY STANDARDS
SANDBAG CURB INLET PROTECTION
TEMPORARY EROSION CONTROL INLET
SEPTEMBER 2012
SECTION A-A
Sidewalkper site requirements
Casting and grating varies
4"
Typ.
6’-0" Typ
placed 2" above inlet elevation
Top of stacked sandbags
A
A
SINGLE DIRECTION FLOW DUAL DIRECTION FLOW
FLow
2’-0"
FLow
2’-0"
FLow
2’-0"
6’-0"
Typ.
6’-0"
Typ.
6’-0"
Typ.
and abutted together
Sandbags tightly stacked
and abutted together
Sandbags tightly stacked
and abutted together
Sandbags tightly stacked
Sidewalk Sidewalk
Curb Curb
1
STATE OF
No.
AADIN I N
PR
OFE
S
OIS
N LANE
I
G
EN
RE
RGEISTER
DE
RIC
HA
RD L. VanCLE
AVE
9750
09/04/12
E 205-TECI-06
09/04/12
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
/s/ Richard L. VanCleave
/s/ Mark A. Miller
DATECHIEF ENGINEER
DATESUPERVISOR, ROADWAY STANDARDS
STRAW BALE INLET PROTECTION
TEMPORARY EROSION CONTROL INLET
SEPTEMBER 2012
For use with inlets of up to 3’ x 3’.1
NOTE:
PLAN VIEW
A
Compacted #5 or #8
Stone Wedge
Compacted #5 or #8
Stone Wedge
Compacted #5 or #8
Straw Bales
Grate
Wooden Stakes
Flow Flow
A
SECTION A-A
4"
Straw Bales
Grate
min.1’-2"
4"
min.1’-6"
4" nom.
Stone Wedge
Compacted #5 or #8
2" x 2"
Wood Stake
E 205-TECP-01
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
CONSTRUCTION ENTRANCE
TEMPORARY EROSION CONTROL PERIMETER
SEPTEMBER 2013
DATEDESIGN STANDARDS ENGINEER
less than 50 ft.
May be reduced as justified by site conditions, but shall not be 1
:NOTE
IR
C
R
AH
ESIE
TD
RED
AEL
V
9750
E
C.L naV
G
RP
N
O
S
EF
I A
No.
STATE OF
ANI D
O
E
G
IN
R
ER
ENSI N
AL
/s/ Richard L. VanCleave
/s/ Mark A. Miller
06/12/13
06/13/13
Public R
oad
1150’-0" (Typ.)
12’-0
" Min.
25’-0"
Min.R
25’-0
" Min.R
No. 2 Stone
PLAN VIEW
Existing Ground
Public Road
Taper Cut to Match
Stone to Pavement
Temporary Geotextile
1
No. 2 Stone
150’-0" (Typ.)12"
Min.
PROFILE VIEW
STATE OF
No.
AADIN I N
PR
OFE
S
OIS
N LANE
I
G
EN
RE
RGEISTER
DE
RIC
HA
RD L. VanCLE
AVE
9750
09/04/12
E 205-TECP-02
09/04/12
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
/s/ Richard L. VanCleave
/s/ Mark A. Miller
DATECHIEF ENGINEER
DATESUPERVISOR, ROADWAY STANDARDS
SILT FENCE
TEMPORARY
SEPTEMBER 2012
embedment of 8 in. is maintained.
Silt fence may be placed by plowing if minimum 2.
be placed as close as possible to edge of construction limits.
Dimension can vary based on right of way availability. Silt fence shall 1
NOTES:
or wood posts
Metal, synthetic,
Ground line
Channel
Silt fenceFill slope
Roadway
Right-of-way line
Right-of-way line
Silt fenceFill slope
Roadway
from Toe of Slope1’-0" Min.
1’-6"
Min.
3’-0"
Max.
6’-0" Max.
6’-6" Typ 1
SILT FENCE ELEVATION
A
A
RELATIVE TO RIGHT-OF-WAY LINE
SILT FENCE PLACEMENT
CHANNEL IN RIGHT OF WAY
SILT FENCE PLACEMENT WITH
Flow
4"
Min.
8"
Compacted soil
Temporary Geotextile
SECTION A-A
PLAN VIEW
JOINT DETAIL
Silt FencePost
DESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATEDESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATE
DESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATEDESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATE
STATE OF
No.
AADIN I N
PR
OFE
S
OIS
N LANE
I
G
EN
RE
RGEISTER
DE
RIC
HA
RD L. VanCLE
AVE
9750
09/04/12
E 205-TECS-04
09/04/12
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
/s/ Richard L. VanCleave
/s/ Mark A. Miller
DATECHIEF ENGINEER
DATESUPERVISOR, ROADWAY STANDARDS
5 acres.
Maximum allowed runoff captured from offsite drainage area is
runoff before entering the disturbed portion of project site.
Diversion Interceptor Type C shall be used to collect offsite 3
grades and haul roads.
ridges shall not exceed 100 ft. Ridges shall be used for dividing
divert runoff from long narrow corridor. Maximum length of the
Diversion Interceptor Type B shall be a series of ridges used to 2
embankment runoff to slope drains during grading operations.
Diversion Interceptor Type A shall be used to control 1
NOTES:
DIVERSION INTERCEPTORS
TEMPORARY EROSION CONTROL SLOPE
SEPTEMBER 2012
FLOW
5’-0" min.
Compacted
Road Embankment
Ground Line
Embankment
Top of
Track Slope
Vertical
Toe
Embankment
SECTION A-AType "B" Diversion
min.
1’-0
"
FLOW
Grade
Embankment
SECTION B-B
2’-0" min.
FLOW
Existing Ground
min.2’-0"
min.2’-0"
or Flatter
2:1 Slope
or Flatter
2:1 Slope
or Flatter
2:1 Slope
or Flatter
2:1 Slope
SECTION C-C
R/W Line
Slope Drain
Slope Drain
Stable Outlet
Stable Outlet Stable Outlet
Sediment Trap
Begin Slope DrainEnd Perimeter Diversion
Stre
am
Flow
or ˆ of Ditch
Toe of Slope
Embankment
Road Embankment
B
A
C
Protected
Vegetated or
Diversion
Begin Perimeter
Survey Centerline
Grade
Embankment
Top of
Sheet Flow
Sheet FlowSheet Flow
Protection
Perimeter
PLAN VIEW
TYPICAL LAYOUTS
R/W Line
B
A
C
Type C
Interceptor
Diversion
Type A
Interceptor
Diversion
Type B
Interceptor
Diversion 2
1
3
Flow
DESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATEDESIGN STANDARDS ENGINEER
CHIEF HIGHWAY ENGINEER DATE
DESIGN STANDARDS ENGINEER
DATE
ADJACENT TO RAILROAD OR HIGHWAY BRIDGE OVER WATERWAY
STATE OF
No.
AADIN I N
PR
OFE
S
OIS
N LANE
I
G
EN
RE
RGEISTER
DE
RIC
HA
RD L. VanCLE
AVE
9750
09/04/12
E 211-BFIL-03
09/04/12
09/04/12DETAILS PLACED IN THIS FORMAT
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
/s/ Richard L. VanCleave
/s/ Mark A. Miller
DATECHIEF ENGINEER
DATESUPERVISOR, ROADWAY STANDARDS
INTERIOR BENT OR PIER
BACKFILL PLACEMENT
SEPTEMBER 2003
1’-6"
Final ground line Final ground line
1’-6" 1’-6"
B borrow
B borrow
Final ground line
Slopewall
1’-6"
Backfill with soil for the footing
from the excavation
Backfill with soil
Footing Footing
Interior Bent Interior Bent
STATE OF
No.
AADIN I N
PR
OFE
S
OIS
N LANE
I
G
EN
RE
RGEISTER
DE
RIC
HA
RD L. VanCLE
AVE
9750
09/04/12
E 211-BFIL-04
09/04/12
09/04/12DETAILS PLACED IN THIS FORMAT
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
/s/ Richard L. VanCleave
/s/ Mark A. Miller
DATECHIEF ENGINEER
DATESUPERVISOR, ROADWAY STANDARDS
BEAM OR GIRDER STRUCTURE
BACKFILL PLACEMENT BEHIND END BENT
SEPTEMBER 2003
Geotextile
aggregate
Coarse
Subbase
4
1
Subbase
aggregate
Coarse
Geotextile
4
1
(typ.)
1’-6"
aggregate
Coarse
1’-6"
4
Geotextile1
of bent
above bottom
1’-6" vertical (typ.)
Extend geotextile
1’-6" horizontal (typ.)
Extend geotextile
End bent drain pipe,
SECTION A-A
SECTION B-B
SECTION C-C
End bent drain pipe,
6" below pipe
Coarse aggregate
6" below pipe
Coarse aggregate
(typ.)
1’-6"
1’-6" horizontal (typ.)
Extend geotextile
1’-6"
1’-6"
1’-6"
Subgrade elev.
45° max. bend, if required
End Cap
6"
min.
drain.
under wingwall. Slope to
End bent drain pipe exits
PLAN - END BENT
ELEVATION - END BENT
C C
B
B A
A
PLAN - END BENT
Bridge Approach
Reinforced Concrete
A
A
End Bent
4
1
SECTION A-A
Subbase
Flowable backfill
Bridge Approach
Reinforced Concrete
1’-6"
End Bent
STATE OF
No.
AADIN I N
PR
OFE
S
OIS
N LANE
I
G
EN
RE
RGEISTER
DE
RIC
HA
RD L. VanCLE
AVE
9750
09/04/12
E 211-BFIL-05
09/04/12
09/04/12DETAILS PLACED IN THIS FORMAT
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
/s/ Richard L. VanCleave
/s/ Mark A. Miller
DATECHIEF ENGINEER
DATESUPERVISOR, ROADWAY STANDARDS
REINFORCED-CONCRETE SLAB BRIDGE
BACKFILL PLACEMENT BEHIND END BENT
SEPTEMBER 2004