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NOTE:
STRAW BALES SHALL BE PLACED AND
MAINTAINED IN SWALE TO PREVENT SILT AND
DEBRIS FROM ENTERING INTO DOWNSTREAM
DRAINAGE FACILITIES DURING ALL CONSTRUC-
TION AND SHALL REMAIN IN PLACE UNTIL
ADEQUATE VEGETATION IS ACHIEVED WITHIN
THE SITE. SUCH STRAW BALES SHALL BE
FIRMLY SECURED TO THE GROUND WITH STAKES.
DITCH EROSION CONTROL
NOT TO SCALE
D GRADE
LAIC I ING GRADE
YP
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AREA
NEW SIDEWALK
SLOPE 1/4:12 I ±t
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EXISTING GRADE I
FILL
SIT
2 E SECTION B
B SCALE: 1/4"=l'-Cr
NOTES:
1. PLACE BALES SO THAT BINDER
STRINGS DO NOT CONTACT
THE GROUND.
_E PLACEMENT DETAIL 2. BALES SHALL BE KEYED 2" BELOW
NOT TO SCALE FINAL DITCH GRADE.
HAYBALE DETAILS
NOT TO SCALE
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SCALE: 1/4"=1'-O"
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4 SITE SECTION D
SCALE: 1/4"=1'-0"
SEASONAL SOIL PROTECTION CHART
STABILIZATION
PRACTICE
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
NOV
DEC
PERMANENT
SEEDING
INDIANA DEPARTMENT
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(MECHANICAL COMPACTION
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SEEDING
B
I$8 FRACTURED FACE AGGREGATE
8
HAND TAMPED OR WALKED IN
___
TEMPORARY
SEEDING
TO 1/2 O.D.
C
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low-
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1
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(BELOW THE
BELL)
SODDING
MULCHING
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A =KENTUCKY BLUEGRASS 40LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE;
PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE
B =KENTUCKY BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS / /ACRE;
PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE
C= SPRING OATS 3 BUSHELS /ACRE
D= WHEAT OR RYE 2 BUSHELS /ACRE
E= ANNUAL RYEGRASS 40 LBS /ACRE (1 LB /1000 SF)
F =SOD
G =STRAW MULCH 2 TONS /ACRE
* /1 /*= IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND /OR SEPTEMBER
**= IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER SUPPLYING SOD
NOTES:
1. ALL DITCHES WITH SLOPES LESS THAN 1.0% SHALL HAVE
PERFORATED UNDERDRAINS.
2. EXPOSED AREAS SHALL BE SEEDED TO PREVENT EROSION
AS QUICKLY AS PRACTICAL.
3. STRAW BALES (PER DETAIL THIS SHEET) SHALL BE PLACED
IN ALL DITCHES APPROXIMATELY EVERY 250 FEET.
NORTH AMERICAN GREEN STRAW /COCONUT
FIBER SEEDED EROSION CONTROL BLANKET -
NO. SCC 225 OR EQUIVALENT.
1'-p" VARIES 1' -0" 6"
100 YEAR/4%
EL AS SHOWN -
ON PLANS _�
IKS TO BE SEEDED do MULCHED PER THE SEASONAL
SOIL PROTECTION CHART
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SE SECTION C
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A B C
3'
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STAPLE /SQ.YD. 1 1/2 STAPLE /SQ.YD. 2 STAPLE /SQ.YD.
GENERAL STAPLE RECOMMENDATIONS
300
275
250
225
SLOPE ?�
LENGTH 150
FEET 125
100
75
50
25
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C
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C
B
A
A
B
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4:1 3:1 2:1 1:1 CHANNEL
SLOPE GRADIENT LINING
CHANNEL LININGS UTILIZE STAPLE PATTERN "C"
WITH ADDITIONAL STAPLES ON SIDE SLOPES AT
PROJECTED WATER LINE.
STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN
EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY
DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL.
AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE
DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE
BLANKETS. STAPLE PATTERN "C" SHOULD BE UTILIZED.
ADDITIONAL STAPLES AS REQ'D
DUE TO DEPTH OF FLOW
EROSION CONTROL MAT
INSTALLATION GUIDE
NO SCALE
EXISTING GRADE
8" CURB
SIDEWALK SLOPE DOWN
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BACKFILL WMATERIAL A
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BEDDING BELOW THE
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O.D. /4
MAX. 8"
RIGID PIPE BEDDING DETAIL
CONCRETE PIPE
NOT TO SCALE
y _ BACKFILL WITH CLEAN
GRANULAR MATERIAL
T MINIMUM WIDTH = PER REQUIREMENTS OF
1.25 O.D. + 12" L INDIANA DEPARTMENT
OF HIGHWAYS
(MECHANICAL COMPACTION
:I TO 95% PROCTOR DENSITY)
8 CRUSHED STONE OR 0. D. CRUSHED STONE OR
8 FRACTURED FACE AGGREGATE 8 FRACTURED FACE AGGREGATE
HAND TAMPED OR WALKED IN HAND TAMPED OR WALKED IN
TO 1/2 O.D. +6 ". TO 1/2 O.D. __-T 1/2 O.D.
4" MIN MIN.
BELOW THE BARREL a I U(BELOW - -' THE BELL)
- _ =
8 CRUSHED STONE OR
8 FRACTURED FACE AGGREGATE
BELL HOLE EXCAVATED
PIPE SIZE
8" TO 15"
18" do OVER
BEDDING BELOW THE
PIPE BARREL
O.D. /4
MIN. 4"
O.D. /4
MAX. 8°
SEMI —RIGID PIPE BEDDING DETAIL
PVC COMPOSITE & DUCTILE IRON PIPE
NOT TO SCALE
-_- _ - BACKFILL WITH CLEAN
GRANULAR MATERIAL
MINIMUM WIDTH PER REQUIREMENTS OF
1.25 O.D. + 12" L INDIANA DEPARTMENT
OF HIGHWAYS
(MECHANICAL COMPACTION
T TO 95% PROCTOR DENSITY)
8 CRUSHED STONE OR O.D.
8 FRACTURED FACE AGGREGATE
HAND TAMPED OR WALKED IN
TO 1/2 O.D. +12 ".
4" MIN.
BELOW THE BARREL `I
8 CRUSHED STONE OR
/ 8 FRACTURED FACE AGGREGA
HAND TAMPED OR WALKED IN
___ TO 112 O D.
__ -- 9
------ 1/2 O.D.
3" MIN.
(BELOW THE BELL)
8 CRUSHED STONE OR
8 FRACTURED FACE AGGREGATE
BELL HOLE EXCAVATED
PIPE SIZE
8" TO 15"
18" & OVER
BEDDING BELOW THE
PIPE BARREL
O.D. /4
MIN. 4"
O.D. /4
MAX. = 8"
FLEXIBLE PIPE BEDDING DETAIL
PVC & HDPE PIPE
NOT TO SCALE
JPIPE BEDDING DETAILS
NO SCALE
NO. N
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