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PERMANENT SEEDING
TEMPORARY SEEDING
JAN FEB MAR APR J MAY JUN JUL AUG SEP OCT NOV DEC
WHEAT f j
RYE i I
OATS
ANNUAL
RYEGRASS
PERMANENT SEEDING
NON-
IRRIGATED
IRRIGATED
DORMANT
NOTES:
IRRIGATION NEEDED DURING JUNE AND JULY. TO CONTROL EROSION
AT TIMES OTHER THAN IN THE SHADED AREAS, USE MULCH.
LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH
IS APPLIED
INCREASE SEEDING APPLICATION BY 50 % DURING DORMANT PERIODS.
SEEDING SCHEDULE
NOT TO SCAL-,
0 -YEAR ELEVATION -
3
POOL ELEVATION
o
I
6" DUMPED RIP RAP ON SLOPE
RIP RAP DETAIL
USE A COMMON ROW OF
STAPLES ON ADJOINING
BLANKETS -7_
SPECIES lbs. /
Ibs. :'
SUITABLE
DRY
WELL
WET
EROSION CONTROL NOTES
ACRE
1,000 s.t
PH
SODDED AREA
'(CROSS HATCHED)
DRAINED
ALL GRADING/EARTHMOVING WORK TO BE DONE IN STRICT ACCORDANCE WITH
Y
LEVEL ,i SLOPING OPEN AREAS
ALL STATE AND LOCAL CODES AND REQUIREMENTS
"
3.
LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING,
�•
_�-
' TDRM SEWER
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TALL FESCUE 35
0.8
5.5-8.3
2
1
2
A PRACTICAL MINIMUM THE AREA SHALL BE STABILIZED AS QUICKLY AS
TALL FESCUE 25
0.6
5.5-8.3
-
ENT SURFACE 0 INSTALLED.
AND WITH EROSION CONTROL BLANKETS ON ALL SLOPES AND AREAS SHOWN.
(RED CLOVER) 5
0.12
CONTRACTOR SHALL INSPECT DAMS DALY
O
SHALL BE INSTALLED AS SOON AS FINAL GRADING IS COMPLETED FOR EACH
KENTUCKY BLUEGRASS 15
0.4
5.5-7.5
2
1
STORM STRUCTURES, WATERWAYS, OR SEWERS.
POSSIBLE. AS EARTHWORK CONSTRUCTION PROGRESSES, THE CONTRACTOR SHALL
CREEPING RED FESCUE 15
0.4
TAKE CARE TO AVOID CREATING ANY INADVERTENT RUN-OFF ACCUMULATION. AT
__
THE END OF EACH WORK DAY, THE CONTRACTOR SHALL SURVEY THE SITE AND
_ -
--
MAKE ANY NECESSARY EARTHWORK ADJUSTMENTS TO INSURE. PROPER DRAINAGE
o
PLAN
AND AVOID POTENTIAL HAZARDS TO ADJACENT LANDOWNERS.
a_
7.
ALL PERMANENT SLOPES SHALL BE SEEDED WITH A MIXTURE OF MULCH (3000 #)
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1000 LBS. 12-12-12 FERTILIZER PER ACRE, AND RED FESCUE AT THE RATE OF
r_
40 LBS PER ACRE and 40 lbs. blue grass per ocre. from March 1 to Moy
STEEP BANKS
15 AND AUGUST 10 TO OCTOBER 15.
8.
ALL SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CLEANING AND
u'
GRUBBING OPERATIONS AND SHALL BE MAINTAINED UNTIL PERMANENT GROUND COVER
IS ESTABLISHED.
TALL FESCUE 15
0.4
5.8-7.5
2
1
2
ALL SEDIMENT CONTROL MEASURES SHALL BE PERFORMED IN STRICT ACCORDANCE
KENTUCKY BLUEGRASS 25
0.6
WITH THE PLANS AS APPROVED BY THE CITY OF CARMEL AND HAMILTON COUNTY SOIL AND WATER.
10.
THE CONTRACTOR SHALL PROVIDE ADEQUATE EROSION PROTECTION MEASURES
•
TALL FESCUE 35
0.8
5.5-8.3
2
1
EMERALD CROWN VETCH 10
0.25
11.
EROSION CONTROL BLANKET BY 'AMERICAN EXCELSIOR COMPANY' (OR EQUAL).
ANCHOR ALL EROSION CONTROL BLANKETS AS REQUIRED PER MANUFACTURER
CURLEX PRODUCTS 'CURLEX EROSION CONTROL BLANKET (48" LONG) 78 # ROLL,
LAWNS % HIGH MAINTENANCE AREAS
STAPLES SHALL BE 11 GAUGE U -SHAPED, 6" LONG, AND MINIMUM 1" CROWN.
DRIVE STAPLES VERTICALLY INTO GROUND AND USE (4) STAPLES AT ENDS OF ROLL.
FOR SLOPE INSTALLATION, STAPLE ALONG LENGTH OF ROLL AT 6 FOOT INTERVALS.
FOR SWALE LINER, STAPLE ALONG LENGTH OF ROLL AT 4 FOOT INTERVALS. ANOTHER
ROW OF STAPLES SHALL BE PLACED IN THE CENTER OF THE BLANKET ALTERNATELY
KENTUCKY BLUEGRASS 40
0.9
5.8-7.5
2
1
ANY GRADES ESTABLISHED BETWEEN MAY 15 TO AUGUST 10 SHALL PROVIDE
CREPING RED FESCUE 40
0.9
13.
FOR ANY SEEDING THAT TAKES PLACE BETWEEN OCTOBER 15 TO MARCH 1,
EITHER RYE OR WHEAT MAY BE SUBSTITUTED AND SPREAD AT 3 BUSHELS PER
ACRE. IF GRAINS ARE USED THEY SHALL BE CUT AT THE TIME OF PERMANENT
SEEDING. COVER SEED WITH MULCH 1 - 1 1/2 IN. DEEP.
PERENNIAL RYEGRASS 170
4.0
5.8-7.5
�t
1
MUL4:H MAr ESE: ELIMINATED EXCEPT FOR EXPOSFD AREAS.
TALL FESCUE 170
4.0
5.5-8.3
2
1
2
1 = PREFERRED 2 = `,N'I-L TOLERATE
TEMPORARY SEEDING
KIND OF SEED PER 1000 s-:.
PER ACRE
REMARKS
WHEAT OR RYE 3.5 lbs.
2 bu.
COVER
SEED
1" - 1 1/2"
DEEP
+
SPRING OATS 2.3 Ibs.
3 bu.
COVER
SEED
1" DEEP
ANNUAL RYEGRASS 1 Ibs.
40 Ibs.
COVER
WITH
MULCH
TEMPORARY SEEDING
JAN FEB MAR APR J MAY JUN JUL AUG SEP OCT NOV DEC
WHEAT f j
RYE i I
OATS
ANNUAL
RYEGRASS
PERMANENT SEEDING
NON-
IRRIGATED
IRRIGATED
DORMANT
NOTES:
IRRIGATION NEEDED DURING JUNE AND JULY. TO CONTROL EROSION
AT TIMES OTHER THAN IN THE SHADED AREAS, USE MULCH.
LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH
IS APPLIED
INCREASE SEEDING APPLICATION BY 50 % DURING DORMANT PERIODS.
SEEDING SCHEDULE
NOT TO SCAL-,
0 -YEAR ELEVATION -
3
POOL ELEVATION
o
I
6" DUMPED RIP RAP ON SLOPE
RIP RAP DETAIL
USE A COMMON ROW OF
STAPLES ON ADJOINING
BLANKETS -7_
SEED MIXTURES
CONTRACTOR SHALL INSPECT AREAS
REQUIRING EROSION CONTROL BLANKETS
IdOT TO SC` _
? 2
O
z
EROSION CONTROL NOTES
c 0000 0 000 0
p• 0. 00000 0.00 •
1.
CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK.
SODDED AREA
'(CROSS HATCHED)
2,
ALL GRADING/EARTHMOVING WORK TO BE DONE IN STRICT ACCORDANCE WITH
t
ALL STATE AND LOCAL CODES AND REQUIREMENTS
"
3.
LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING,
�•
_�-
' TDRM SEWER
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SHALL BE DONE IN A WAY THAT WILL MINIMIZE SOIL EROSION
THE CATCH BASIN IS INSTALLED
4.
THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO
NECESSARY TO PROMOTE GROWTH.
:D
u
A PRACTICAL MINIMUM THE AREA SHALL BE STABILIZED AS QUICKLY AS
0
STAPLE PATTERN
PRACTICAL WITH TEMPORARY SEEDING PER AMOUNTS SHOWN IN NOTE #7
-
ENT SURFACE 0 INSTALLED.
AND WITH EROSION CONTROL BLANKETS ON ALL SLOPES AND AREAS SHOWN.
5.
PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES
CONTRACTOR SHALL INSPECT DAMS DALY
O
SHALL BE INSTALLED AS SOON AS FINAL GRADING IS COMPLETED FOR EACH
DRAINAGE STRUCTURE OR EXCAVATION.
6.
SURFACE WATER SHALL BE DIVERTED AWAY FROM THE PROJECT AREA WHEREVER
0
STORM STRUCTURES, WATERWAYS, OR SEWERS.
POSSIBLE. AS EARTHWORK CONSTRUCTION PROGRESSES, THE CONTRACTOR SHALL
'
O O
TAKE CARE TO AVOID CREATING ANY INADVERTENT RUN-OFF ACCUMULATION. AT
__
THE END OF EACH WORK DAY, THE CONTRACTOR SHALL SURVEY THE SITE AND
_ -
--
MAKE ANY NECESSARY EARTHWORK ADJUSTMENTS TO INSURE. PROPER DRAINAGE
o
PLAN
AND AVOID POTENTIAL HAZARDS TO ADJACENT LANDOWNERS.
a_
7.
ALL PERMANENT SLOPES SHALL BE SEEDED WITH A MIXTURE OF MULCH (3000 #)
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1000 LBS. 12-12-12 FERTILIZER PER ACRE, AND RED FESCUE AT THE RATE OF
r_
40 LBS PER ACRE and 40 lbs. blue grass per ocre. from March 1 to Moy
15 AND AUGUST 10 TO OCTOBER 15.
8.
ALL SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CLEANING AND
u'
GRUBBING OPERATIONS AND SHALL BE MAINTAINED UNTIL PERMANENT GROUND COVER
IS ESTABLISHED.
$
9.
ALL SEDIMENT CONTROL MEASURES SHALL BE PERFORMED IN STRICT ACCORDANCE
WITH THE PLANS AS APPROVED BY THE CITY OF CARMEL AND HAMILTON COUNTY SOIL AND WATER.
10.
THE CONTRACTOR SHALL PROVIDE ADEQUATE EROSION PROTECTION MEASURES
•
DURING CONSTRUCTION SUCH AS, BUT NOT LIMITED TO: SILTATION BASINS, SILT
TRAPS, STRAW BALE DAMES, SOIL CEMENT, MULCH AND SEEDING, SOIL STABILIZATION
FABRIC, AND JUTE NETTING
11.
EROSION CONTROL BLANKET BY 'AMERICAN EXCELSIOR COMPANY' (OR EQUAL).
ANCHOR ALL EROSION CONTROL BLANKETS AS REQUIRED PER MANUFACTURER
CURLEX PRODUCTS 'CURLEX EROSION CONTROL BLANKET (48" LONG) 78 # ROLL,
STAPLES SHALL BE 11 GAUGE U -SHAPED, 6" LONG, AND MINIMUM 1" CROWN.
DRIVE STAPLES VERTICALLY INTO GROUND AND USE (4) STAPLES AT ENDS OF ROLL.
FOR SLOPE INSTALLATION, STAPLE ALONG LENGTH OF ROLL AT 6 FOOT INTERVALS.
FOR SWALE LINER, STAPLE ALONG LENGTH OF ROLL AT 4 FOOT INTERVALS. ANOTHER
ROW OF STAPLES SHALL BE PLACED IN THE CENTER OF THE BLANKET ALTERNATELY
SPACED FORM STAPLES AT EACH SIDE OF ROW.
12,
ANY GRADES ESTABLISHED BETWEEN MAY 15 TO AUGUST 10 SHALL PROVIDE
TEMPORARY SEEDING CONSISTING OF 40 LBS. PER ACRE OF ANNUAL RYE GRASS.
13.
FOR ANY SEEDING THAT TAKES PLACE BETWEEN OCTOBER 15 TO MARCH 1,
EITHER RYE OR WHEAT MAY BE SUBSTITUTED AND SPREAD AT 3 BUSHELS PER
ACRE. IF GRAINS ARE USED THEY SHALL BE CUT AT THE TIME OF PERMANENT
SEEDING. COVER SEED WITH MULCH 1 - 1 1/2 IN. DEEP.
14.
IF TEMPOrARY SEEDING IS ESTABLISHED PRIOR TO PERMANENT SEEDING, THE
�t
MUL4:H MAr ESE: ELIMINATED EXCEPT FOR EXPOSFD AREAS.
TEMPORARY SEEDING
JAN FEB MAR APR J MAY JUN JUL AUG SEP OCT NOV DEC
WHEAT f j
RYE i I
OATS
ANNUAL
RYEGRASS
PERMANENT SEEDING
NON-
IRRIGATED
IRRIGATED
DORMANT
NOTES:
IRRIGATION NEEDED DURING JUNE AND JULY. TO CONTROL EROSION
AT TIMES OTHER THAN IN THE SHADED AREAS, USE MULCH.
LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH
IS APPLIED
INCREASE SEEDING APPLICATION BY 50 % DURING DORMANT PERIODS.
SEEDING SCHEDULE
NOT TO SCAL-,
0 -YEAR ELEVATION -
3
POOL ELEVATION
o
I
6" DUMPED RIP RAP ON SLOPE
RIP RAP DETAIL
USE A COMMON ROW OF
STAPLES ON ADJOINING
BLANKETS -7_
I` -I
lP--
�' iT I r EROSION CHECK SLOT (3"x3")
PLACE AT 50' INTERVALS ON SLOPES
EART' BACKFILL WITH SOIL
(-;
li--i
--DOUBLE LAP ALL JOINTS
- ANCHOR i-ITI_ ANCHOR TRENCH ® TOE
I _ -
i -
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BOTTOM OF SLOPE
EROSION CONTROL BLANKET
SCALE: NOT TO SCAL:
EROSION CONTROL BLANKET REQUIRED
PRIOR TO SEEDING SWALE _7\
3 (MAX)
I
SWALE CROSS SECTION
, ,, i.L . 2" -- � --�,.
�- #8 WASHED GRAVEL
OR APPROVED EQUIV.
--- SHAPED BOTTOM OR 4" OF
#8 WASHED GRAti'LL UNDER--
NEATH TILE
PROVIDE UPIDERDRAIN IN ALL
LOCATIONS WHERE SWALE HAS
f' A SLOPE LESS THAN 1.0 l
NOT TO SCALE
0
�
CONTRACTOR SHALL INSPECT AREAS
REQUIRING EROSION CONTROL BLANKETS
O
z
-
c 0000 0 000 0
p• 0. 00000 0.00 •
(3) STAKES PER BALE
WEEKLY TO INSURE SEEDING TAKES HOLD.
SODDED AREA
'(CROSS HATCHED)
�9 00 g Oo°p
g
O
I
O
ALL AREAS THAT NEED TO BE RESEEDED
DRAINAGE
I
1
SHALL BE DONE AS QUICKLY AS PRACTICAL.
O
STRUCTURE
_�-
' TDRM SEWER
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GRASS SEED SHALL BE WATERED AS
THE CATCH BASIN IS INSTALLED
--t-- -
EROSION MATTING -- SEE SPECIFICATIONS
i -
NECESSARY TO PROMOTE GROWTH.
:D
u
AND SHALL REMAIN UNTIL PERMAN-
0
STAPLE PATTERN
DETAIL
I` -I
lP--
�' iT I r EROSION CHECK SLOT (3"x3")
PLACE AT 50' INTERVALS ON SLOPES
EART' BACKFILL WITH SOIL
(-;
li--i
--DOUBLE LAP ALL JOINTS
- ANCHOR i-ITI_ ANCHOR TRENCH ® TOE
I _ -
i -
t71
BOTTOM OF SLOPE
EROSION CONTROL BLANKET
SCALE: NOT TO SCAL:
EROSION CONTROL BLANKET REQUIRED
PRIOR TO SEEDING SWALE _7\
3 (MAX)
I
SWALE CROSS SECTION
, ,, i.L . 2" -- � --�,.
�- #8 WASHED GRAVEL
OR APPROVED EQUIV.
--- SHAPED BOTTOM OR 4" OF
#8 WASHED GRAti'LL UNDER--
NEATH TILE
PROVIDE UPIDERDRAIN IN ALL
LOCATIONS WHERE SWALE HAS
f' A SLOPE LESS THAN 1.0 l
NOT TO SCALE
0
II
O
z
-
c 0000 0 000 0
p• 0. 00000 0.00 •
(3) STAKES PER BALE
4
SODDED AREA
'(CROSS HATCHED)
�9 00 g Oo°p
g
O
I
O
W
DRAINAGE
I
1
SSW BALES SHALL BE INSTALLED WHEN
O
STRUCTURE
_�-
' TDRM SEWER
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O
THE CATCH BASIN IS INSTALLED
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AND SHALL REMAIN UNTIL PERMAN-
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vi
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Q
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-
ENT SURFACE 0 INSTALLED.
TOP VIEW
to
O
CONTRACTOR SHALL INSPECT DAMS DALY
O
in
TO INSURE SEDIMENT IS NOT ENTERING
-
0
STORM STRUCTURES, WATERWAYS, OR SEWERS.
O
O O
O O
O 1
O
__
_ __
_ -
--
TYP. STRAW BALE
o
PLAN
VIEW
a_
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kAt^ 1rNrA1 C`TA 1/
r -
ELEVATION
NOTE: USE AT ALL EXISTING INLETS AND AT ALL OTHER INLETS AS NEEDED
DURING CONSTRUCTION.
STRAW BALE SEDIMENT TRAP
NOT 10 SCAL,=
USE 4 STAPLES ACROSS AT THE START OF EACH ROLL
AND CONTINUE TO STAPLE THROUGHOUT THE LENGTH
OF THE ROLL. (100) STAPLES MINIMUM PER ROLL.
SILT FENCE SHALL BE INSTALLED BEFORE
EARTH MOVING ACTMTES TAKE PLACE
AND SHALL REMAIN UNTIL PERMAN-
ENT SEEDING HAS TAKEN HOLD_
CONTRACTOR SHALL INSPECT FENCES DAILY
TO INSURE SEDIMENT IS NOT ENTERING
WATERWAYS OR SEWERS.
FENCE POSTS
All SLT FENCES ARE �
TO BE PLACED AT TOE
OF SLOPE + PERIMETER
OF GRADING AREAATTACH FILTER FABRIC
TO WIRE FENCE & EXTEND
IT INTO TRENCH
EXCAVATE 4" x 4"
TRENCH UPSLOPE
ALONG POSTS o
--- STAPLE WIRE FENCING
TO FENCE POSTS
(BACKFILL & COMPACT
EXCAVATED SOIL
GRADE INTO TRENCH)
L
NOTES:
1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO
ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO 112 THE DESIG!� DEPTH OF THE RAT.
SILT FENCE DETAIL �`
NOT TO SCALE
HYDROSEEDED & MULCH OR
SEED & EROSION CTRL. BLANKET AS SPECIFIED
(4 MAk --
3'-p" MIN
_ SODDE AREA I
�i F END SECTICN
R.C.P. STORM SEWER
L GABiON
BASKF-S
OPTIONS FOR END SECTIONS:
-PRE CAST .
- CONCRETE SLCPE WAL,.
CROSS-SECTION
EROSION CONTROL SEQUENCE
1) INSTALL STABL.a3 ENTRANCE WHEN
MOBLQING EXCAVATION EOUPMENT.
2) INSTALL SILT FENCE PRIOR To
RVIATI NG ANY EXCAVATION.
3) INSTALL SWALE ALONG THE LEGAL
DRAM PRIOR TO THE INSTALLATION
OF ANY OTHER STORM STRUCTURES
OR EXCAVATIONS TO TRAP SEDIMENT.
4) PROVIDE INLET EROSION CONTROL
MEASURES • EACH LOCATION AS
SOON AS INLET / STRUCTURE IS
INSTALLED.
5) PROVIDE TEMPORARY SEEDING AND
EROSION CONTROL BLANKETS
LATELY AFTER BACK FILLING
EXCAVATKDN8.
6) INSTALL PERMANENT SEEDING AS
SOON AS PRACTICAL ONCE EXCAVATION
AND DIRT MOVING ACTH TIES ARE
COM F I-ETED.
HYDROSEEDED & MULCH OR ----
SEED & EROSION CTRL BLANKET AS SPECIFIED
4 MAX.)
3• �" "MIN' 1
SWD D AREA
(CROSS-�ATCHED))1
R C.P. STORM SEWER
CAB,ON
BASKETS
,!ABION
r BASKET
1
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c 0000 0 000 0
p• 0. 00000 0.00 •
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SODDED AREA
'(CROSS HATCHED)
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SODDED AREA
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DRAWN BY: PAW
CHECKED BY: ALD
PROJECT No.
9905-008
SHEE 1 No.
�12
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