HomeMy WebLinkAboutC602 DetailsMAINTENANCE INSTALLATION GUIDELINES
EROSION CONTROL MEASURE
MAINTENANCE
INSTALLATION SEQUENCE
STONE ENTRANCE
INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE;
RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL;
TOP DRESS WiTH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND
SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY
PRIOR TO CLEARING AND GRADING
SILT FENCE
T EVENTS; REPAIR AREAS OF DECOMPOSITION
INSPECT AFTER STORM EVE S, EP R ANY EAS 0 DECO N 0 0
OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE
HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID
DURING CLEAN OUT
DU G CLE OUT
PRIOR TO CLEARING AND GRADING
INLET PROTECTION
EXISTING LET
K Y AFTER STORM EVENTS, AS NEEDED L E S O EVE S AND S EEDED
PRI R TO CLEARING AND GRADING
0 0 CLEAR G D GRADI
TREE PROTECTION
EE
KY AFTER STORM EVENTS, AND AS NEEDED
L E S O EVE S D S E E
PRIOR CLEARING
0 TO CLEAR G AN GRADING
D GRAD
TEMPORARY SEEDING
INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF
V N MULCH NEEDED; INSPECT AT STANDS; RESEED AND ULC AS E DED S E AFTER
IVES DS E E
EROSION T P R S F S
T RM N AND REPAIR ROS ON 0 DES FALL SEEDED
0 EVENTS E
WHEAT OF NITROGEN IN FEBRUARY
AT OR IN WITH OGE FEB U
E O RYE SEED GS 50 LBS /AC 0
OR MARCH IF NITROGEN DEFICIENCY IS APPARENT; WATER AS NEEDED
AFTER
R R H GRADING
E OUG G D NG
PERMANENT SEEDING
INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE
STAND IS ESTABLISHED; ADD FERTILIZER AFTER GROWING SEASON PER
SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE
AREAS BY FILLING, REPREPARING THE SEED BED, FERTIUZING, AND /OR
SEEDING AND MULCHING
AFTER FINISH GRADING OF EACH AREA
EROSION CONTROL BLANKET
INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH
STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED
PORTION OF BLANKET, ADD SOIL, RESEED, RELAY AND STAPLE BLANKET;
INSPECT PERIODICALLY AFTER VEGETATION IS ESTABLISHED
AFTER FINISH GRADING
INLET PROTECTION
INSPECT FABRIC BARRIER AFTER STORM EVENTS AND MAKE NEEDED
REPAIRS IMMEDIATELY; REMOVE SEDIMENT FROM THE POOL AREA WHILE
AVOIDING DAMAGING OR UNDERCUTTING THE FABRIC
AFTER EACH INLET IS PLACED
SEED, SOD LANDSCAPE
AROUND UNITS FINISHED
KEEP SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED
AFTER FINISHED GRADING AROUND FINISHED UNITS
REMOVAL OF INLET PROTECTION
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF SILT FENCE
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
B
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PIPE SIZE
8" TO 15"
18" OVER
BEDDING BELOW THE
O.D. /4
0.0./4
PIPE BARREL
MIN. 4"
MAX. 8"
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937.5
A
GRANULAR
BACKFILL
EDGE OF BLANKET SHALL
BE ANCHORED IN A 6" 0EEP
X 6" WIDE TRENCH.
VARIES
TOO�.ED CONTRACTION JOINT
1/4' WIDE, MIN. 1 1/2" DEPTH
1/8" FT.
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COMPACTED SUB GRADE
4 REBAR CO
NT AT
TOP BOTTOM
1
1
JOINTS TO BE TS 0 B
JO
1 CONTRACTION i
rr
1 =iTf=
1 1/2" DEEP
M OF 2
A
MINIMU 0
�f =m
2. SEE CONCRETE WALK SECTION FOR =iTTT
LOCATION OF JOINTS.
3.) FULL DEPTH SEPARATORS ARE NOT
PERMITTED EXCEPT AT EXP. JOINTS.
OVERFLOW WEIR SECTION
NO SCALE
TYPICAL EROSION CONTROL BLANKET
NO SCALE
WATER MAIN CONNECTION DETAIL
NO SCALE
SECTION A -A
6"
NOTE: ALL EROSION CONTROL BLANKETS SHALL BE INSTALLED
PER MANUFACTURER'S RECOMMENDATIONS BASED ON THE
PROPOSED TYPE AND USE.
I
EXISTING
WATER
MAIN
TAPPING SLEEVE
15' -0"
TAPPING SLEEVE
APPLIED ANTI SPALLING
COMPOUND
1 "RADIUS TOOLED
ROUND EDGE
PAVEMENT
R
U)
35'
GRADE
EROSION CONTROL BLANKET REQ'D.
NORTH AMERICAN GREEN SC150 OR EQUAL
BLANKET TO BE STAPLED IN PLACE
WITH STAPLES AT 2 PER SQUARE YARD.
EDGE OF BLANKET SHALL
BE ANCHORED IN A 6" DEEP
X 6" WIDE TRENCH.
4:1 MAXIMUM SLOPE
PROPOSED DITCH
30'
EDGE OF BLANKET SHALL BE ANCHORED IN A
12" DEEP X 6" WIDE TRENCH.
6x6 10/10
WELDED
WIRE FABRIC
WATER SERVICE
TO BLDG. SITE
SECTION B-B
m VALVE BOX
NON WOVEN FILTER FABRIC
w w v v v v
W W W W W •Y W W GRASS
A i EN1 G i
937.5
rA
PLAN VIEW
I E
3" SHREDDED
HARDWOOD MULCH
CREATE 4" SAUCER
REMOVE BINDING FROM
TRUNK AFTER PLANTING
AND STAKING TREE
ME .1111:
Nt G
3" HARDWOOD
MULCH
REMOVE UPPER
1/3 OF BURLAP
SOIL MIX: 3 PARTS
TOPSOIL 1 PART
PEAT.
SUBGRADE
REMOVE UPPER
1/3 OF BURLAP
SUBGRADE
OF
SURFACES SHALL CONSIST 0
WARNINGS ES
NOTE: DETECTABLE GS ON WALKING SU
0
OF NOMINAL INCHES, NO AL 0.9 S A C E
M WITH A DIAMETER 0
RAISED TRUNCATED DO ES
SEO
OF
-T RSPACING O
AN A N R O CENTER-TO-CENTER
NOMINAL INN AND CETE
HEIGHT OF NOM L 0,2 INCHES EIG
NOMINAL 2.35 INCHES AND SHALL CONTRAS T VISUALLY WiTH ADJ OINING
SURFACES, EITHER LiGHT -ON -DARK, OR DARK -ON -LIGHT,
THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF
THE WALKING SURFACE. DETECTABLE WARNINGS USED ON INTERIOR SURFACES
SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR
SOUND -ON -CANE CONTACT.
DISABLED RAMP WITH MULTIPLE
DISABLED STALLS ALONG A WALK DETAIL
NO SCALE
SCARIFY POT
BOUND PLANTS
0 4Voo
eG►O1"
°44
919 L�
jt.
rr
LTWICE BALL DiA
SHRUB PLANTING DETAIL
NO SCALE
325
300
275
250
225
200
0
z
w
J
w
a
0
S
175
150
125
100
0
75
50
25
FT.
4 :1
SOiL MIX: 3 PARTS
TOPSOIL 1 PART
PEAT.
NOTE:
HARDWOOD STAKES SHALL
BE DRIVEN A MIN. OF 30"
INTO THE GROUND
EVERGREEN PLANTING DETAIL
NO SCALE
LT
AMENDED PLANTING SOIL
TREE PLANTING DETAIL
NO SCALE
3.1
REMOVE ANY BINDING
AROUND PLANT STEM
CREATE 4" SAUCER
FINISH GRADE
B B OR CONTAINER
GROWN ROOT BALL
2 "x2" x8" HARDWOOD STAKES
2 PER TREE WITH #12 GALV.
WIRE 1/2" HOSE LOOP
REMOVE BINDING AROUND
TRUNK AFTER PLANTING
AND STAKING
FINISH GRADE
3/4" BLACK RUBBER HOSE
WRAP TRUNK
TO FIRST BRANCH
7x19 GALV.: GUY WiRE
2" SHREDDED HARDWOOD MUL "H
STEEL TEE FENCE POST 24"
0
IL
0
15' SAFETY
LEDGE AT A
15:1 SLOPE
GENERAL STAPLE RECOMMENDATIONS
2 :1
1:1
SLOPE GRADIENT
3:1 SLOPE MAX.
R
0
R
0
CONC. OR
PAVER
FINISH
cD
LOW FLOW MED /HIGH FLOW
CHANNEL CHANNEL AND
SHORELINE
10:1 SLOPE MAX.
3:1 SLOPE MAX.
NOTES:
1. STRIPPING OF TOPSOIL PRIOR TO EXCAVATION
OR FILLING IS REQUIRED.
2. LAKE TO BE CONSTRUCTED WITH A 4" THICK
CLAY UNER FROM ON SITE MATERIAL.
74)
TRAFFIC TURN ARROW
NO SCALE
STOP
R
(o
M
LAKE SECTION
NO SCALE
NOTE:
1. CHANNEL UNING UTILIZE STAPLE PATTERN "C" WITH
ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER
UNE.
2. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN
EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VERY
DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL,
3. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE
DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE
BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED.
12"
6' -1"
2' -10 1/9
2 -6 1/24
4:1 SLOPE MAX.
3:1 SLOPE MAX.
NORMAL POOL
ELEVATION
1' -O"
3" O.D. PIPE
WITH A SIMILAR
COLOR FINISH
CLASS "A" CONCRETE
NUT WI
LOCKING
WASHER
SLOPE TO DRAIN
1/4" SLOPE PER FOOT
STOP SIGN DETAIL
NO SCALE
6'
3'
x
x
B
x
11/2'
PER 1 1 2 STAPLE PE
1 STAPLE PER SQ. YD. SQ. YD.
x
x
x
3
C
2 STAPLE PER SQ. YD.
x x
X
EROSION CONTROL MAT INSTALLATION GUIDE DETAIL
NO SCALE
x
D
x
x x x x x x
3 1/2 STAPLE PER SQ. YD.
15' SAFETY
LEDGE AT A
15:1 SLOPE
3:1 SLOPE MAX.
WELDED CAP
ROUND HEAD
BOLTS
GROUND
LINE
POST
NON -WOVEN
FILTER FABRIC
EXTENDS INTO TRENCH
INITIAL BACKFILL 6" OF HAND
PLACED NATIVE MATERIAL
WITH SOLIDS NO LARGER
THAN 2 -3 INCHES IN DIAMETER
WALKED IN FOR COMPACTION
#8 CRUSHED STONE OR #8
FRACTURED FACE AGGREGATE
HAND TAMPED OR WALKED
IN TO 1/2 0.D• 6
PER SPECS.
PERMANENT
SEEDING
TEMPORARY
SEEDING
MULCHING
E
SLOPE CHECK
BACKFILL
4" MIN.
BELOW
BARREL
A
B
6" X 6" TRENCH
1.25x0• D•+ 12"
MIN. WIDTH ''.1
,11 42
#8 CRUSHED STONE OR -J
#8 FRACTURED FACE AGGREGATE,
BELL HOLE EXCAVATED
TRENCH BEDDING DETAIL
NO SCALE
STABILIZATION
PRACTICE: JAN. FEB. MAR. APR. MAY JUNE
D
1/2 O.D.
1
•///i C
A KENTUCKY BLUEGRASS 40 TURF TYPE TALL FESCUE 40 ANNUAL RYE
PLUS 2 TONS OF STRAW MULCH/ ACRE
APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ.FT.
B SPRING OATS 3 BUSHEL PER ACRE
C WHEAT OR RYE 2 BUSHEL PER ACRE
D ANNUAL RYE GRASS (1 LB. PER 1000 SQ. FL)
E STRAW MULCH (90 LBS. PER 1000 SQ.FT.)
I IRRIGATION NEEDED DURING JUNE, JULY, AND OR SEPTEMBER.
IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD
NOTE: ALL SEEDING SHALL HAVE 12 -12 -12 FERTIUZER APPLIED
400 -600 LBS. PER ACRE OR AS SPECIFIED.
SEEDING SCHEDULE
NO SCALE
EXISTING
SOIL
DITCH CHECK
BOTTOM OF
DITCH
NON -WOVEN
FABRIC
SILT FENCE DETAIL
NO SCALE
BACKFILL WITH CLEAN
GRANULAR MATERIAL
PER REQUIREMENT OF
INDIANA DEPARTMENT
OF HIGHWAYS.
(MECHANICAL COMPACTION
TO 95% PROCTOR DENSITY)
#8 CRUSHED STONE OR
#8 FRACTURED FACE
AGGREGATE HAND TAMPED
OR WALKED iN TO 1/2 0.D.,
PER SPECS.
JULY AUG. SEPT. OCT. NOV. DEC.
/I
GRASS 20%
JOINING FENCES
WHEN JOINING TWO OR MORE
SILT FENCES TIE THE TWO
END POSTS TOGETHER WITH
EXISTING NYLON CORDS.
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CU
C602
APPROX 13000 N. PENNSYLVANIA STREET
FAX: 317.291.5805
CARMEL, INDIANA
7140 Waldemar
619 1-6tblk.dwg
TOP OF BAN
b D. G
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D A• 4
Q 0 u
D .D
Q
4 SLOPE 1/4" FT.
4
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d
a •d
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a 12
a
a
B. d a
4
b
4
RAMP
:1 (MAX) d`
D Q
Q
N
2`
4 T D D Q
D e
a
4 SLOPE 1/4" FT.
S3IeIVA
SEE SITE PLAN
Y
MOM
NEM
a)
x
a)
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a)
0
0
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0
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0
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_I',
937.5
A
GRANULAR
BACKFILL
EDGE OF BLANKET SHALL
BE ANCHORED IN A 6" 0EEP
X 6" WIDE TRENCH.
VARIES
TOO�.ED CONTRACTION JOINT
1/4' WIDE, MIN. 1 1/2" DEPTH
1/8" FT.
t t
I .l
t t t t
r.
t
t t
f� •���fi•!��a.�f!•��tfj. t if•'��ii�•` i fN•.•
t t
11* t tf f
.tfi {•1�_�ft i •�.•tt r te= -tfi ••_..�.�i..
Mr 14
COMPACTED SUB GRADE
4 REBAR CO
NT AT
TOP BOTTOM
1
1
JOINTS TO BE TS 0 B
JO
1 CONTRACTION i
rr
1 =iTf=
1 1/2" DEEP
M OF 2
A
MINIMU 0
�f =m
2. SEE CONCRETE WALK SECTION FOR =iTTT
LOCATION OF JOINTS.
3.) FULL DEPTH SEPARATORS ARE NOT
PERMITTED EXCEPT AT EXP. JOINTS.
OVERFLOW WEIR SECTION
NO SCALE
TYPICAL EROSION CONTROL BLANKET
NO SCALE
WATER MAIN CONNECTION DETAIL
NO SCALE
SECTION A -A
6"
NOTE: ALL EROSION CONTROL BLANKETS SHALL BE INSTALLED
PER MANUFACTURER'S RECOMMENDATIONS BASED ON THE
PROPOSED TYPE AND USE.
I
EXISTING
WATER
MAIN
TAPPING SLEEVE
15' -0"
TAPPING SLEEVE
APPLIED ANTI SPALLING
COMPOUND
1 "RADIUS TOOLED
ROUND EDGE
PAVEMENT
R
U)
35'
GRADE
EROSION CONTROL BLANKET REQ'D.
NORTH AMERICAN GREEN SC150 OR EQUAL
BLANKET TO BE STAPLED IN PLACE
WITH STAPLES AT 2 PER SQUARE YARD.
EDGE OF BLANKET SHALL
BE ANCHORED IN A 6" DEEP
X 6" WIDE TRENCH.
4:1 MAXIMUM SLOPE
PROPOSED DITCH
30'
EDGE OF BLANKET SHALL BE ANCHORED IN A
12" DEEP X 6" WIDE TRENCH.
6x6 10/10
WELDED
WIRE FABRIC
WATER SERVICE
TO BLDG. SITE
SECTION B-B
m VALVE BOX
NON WOVEN FILTER FABRIC
w w v v v v
W W W W W •Y W W GRASS
A i EN1 G i
937.5
rA
PLAN VIEW
I E
3" SHREDDED
HARDWOOD MULCH
CREATE 4" SAUCER
REMOVE BINDING FROM
TRUNK AFTER PLANTING
AND STAKING TREE
ME .1111:
Nt G
3" HARDWOOD
MULCH
REMOVE UPPER
1/3 OF BURLAP
SOIL MIX: 3 PARTS
TOPSOIL 1 PART
PEAT.
SUBGRADE
REMOVE UPPER
1/3 OF BURLAP
SUBGRADE
OF
SURFACES SHALL CONSIST 0
WARNINGS ES
NOTE: DETECTABLE GS ON WALKING SU
0
OF NOMINAL INCHES, NO AL 0.9 S A C E
M WITH A DIAMETER 0
RAISED TRUNCATED DO ES
SEO
OF
-T RSPACING O
AN A N R O CENTER-TO-CENTER
NOMINAL INN AND CETE
HEIGHT OF NOM L 0,2 INCHES EIG
NOMINAL 2.35 INCHES AND SHALL CONTRAS T VISUALLY WiTH ADJ OINING
SURFACES, EITHER LiGHT -ON -DARK, OR DARK -ON -LIGHT,
THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF
THE WALKING SURFACE. DETECTABLE WARNINGS USED ON INTERIOR SURFACES
SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR
SOUND -ON -CANE CONTACT.
DISABLED RAMP WITH MULTIPLE
DISABLED STALLS ALONG A WALK DETAIL
NO SCALE
SCARIFY POT
BOUND PLANTS
0 4Voo
eG►O1"
°44
919 L�
jt.
rr
LTWICE BALL DiA
SHRUB PLANTING DETAIL
NO SCALE
325
300
275
250
225
200
0
z
w
J
w
a
0
S
175
150
125
100
0
75
50
25
FT.
4 :1
SOiL MIX: 3 PARTS
TOPSOIL 1 PART
PEAT.
NOTE:
HARDWOOD STAKES SHALL
BE DRIVEN A MIN. OF 30"
INTO THE GROUND
EVERGREEN PLANTING DETAIL
NO SCALE
LT
AMENDED PLANTING SOIL
TREE PLANTING DETAIL
NO SCALE
3.1
REMOVE ANY BINDING
AROUND PLANT STEM
CREATE 4" SAUCER
FINISH GRADE
B B OR CONTAINER
GROWN ROOT BALL
2 "x2" x8" HARDWOOD STAKES
2 PER TREE WITH #12 GALV.
WIRE 1/2" HOSE LOOP
REMOVE BINDING AROUND
TRUNK AFTER PLANTING
AND STAKING
FINISH GRADE
3/4" BLACK RUBBER HOSE
WRAP TRUNK
TO FIRST BRANCH
7x19 GALV.: GUY WiRE
2" SHREDDED HARDWOOD MUL "H
STEEL TEE FENCE POST 24"
0
IL
0
15' SAFETY
LEDGE AT A
15:1 SLOPE
GENERAL STAPLE RECOMMENDATIONS
2 :1
1:1
SLOPE GRADIENT
3:1 SLOPE MAX.
R
0
R
0
CONC. OR
PAVER
FINISH
cD
LOW FLOW MED /HIGH FLOW
CHANNEL CHANNEL AND
SHORELINE
10:1 SLOPE MAX.
3:1 SLOPE MAX.
NOTES:
1. STRIPPING OF TOPSOIL PRIOR TO EXCAVATION
OR FILLING IS REQUIRED.
2. LAKE TO BE CONSTRUCTED WITH A 4" THICK
CLAY UNER FROM ON SITE MATERIAL.
74)
TRAFFIC TURN ARROW
NO SCALE
STOP
R
(o
M
LAKE SECTION
NO SCALE
NOTE:
1. CHANNEL UNING UTILIZE STAPLE PATTERN "C" WITH
ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER
UNE.
2. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN
EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VERY
DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL,
3. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE
DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE
BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED.
12"
6' -1"
2' -10 1/9
2 -6 1/24
4:1 SLOPE MAX.
3:1 SLOPE MAX.
NORMAL POOL
ELEVATION
1' -O"
3" O.D. PIPE
WITH A SIMILAR
COLOR FINISH
CLASS "A" CONCRETE
NUT WI
LOCKING
WASHER
SLOPE TO DRAIN
1/4" SLOPE PER FOOT
STOP SIGN DETAIL
NO SCALE
6'
3'
x
x
B
x
11/2'
PER 1 1 2 STAPLE PE
1 STAPLE PER SQ. YD. SQ. YD.
x
x
x
3
C
2 STAPLE PER SQ. YD.
x x
X
EROSION CONTROL MAT INSTALLATION GUIDE DETAIL
NO SCALE
x
D
x
x x x x x x
3 1/2 STAPLE PER SQ. YD.
15' SAFETY
LEDGE AT A
15:1 SLOPE
3:1 SLOPE MAX.
WELDED CAP
ROUND HEAD
BOLTS
GROUND
LINE
POST
NON -WOVEN
FILTER FABRIC
EXTENDS INTO TRENCH
INITIAL BACKFILL 6" OF HAND
PLACED NATIVE MATERIAL
WITH SOLIDS NO LARGER
THAN 2 -3 INCHES IN DIAMETER
WALKED IN FOR COMPACTION
#8 CRUSHED STONE OR #8
FRACTURED FACE AGGREGATE
HAND TAMPED OR WALKED
IN TO 1/2 0.D• 6
PER SPECS.
PERMANENT
SEEDING
TEMPORARY
SEEDING
MULCHING
E
SLOPE CHECK
BACKFILL
4" MIN.
BELOW
BARREL
A
B
6" X 6" TRENCH
1.25x0• D•+ 12"
MIN. WIDTH ''.1
,11 42
#8 CRUSHED STONE OR -J
#8 FRACTURED FACE AGGREGATE,
BELL HOLE EXCAVATED
TRENCH BEDDING DETAIL
NO SCALE
STABILIZATION
PRACTICE: JAN. FEB. MAR. APR. MAY JUNE
D
1/2 O.D.
1
•///i C
A KENTUCKY BLUEGRASS 40 TURF TYPE TALL FESCUE 40 ANNUAL RYE
PLUS 2 TONS OF STRAW MULCH/ ACRE
APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ.FT.
B SPRING OATS 3 BUSHEL PER ACRE
C WHEAT OR RYE 2 BUSHEL PER ACRE
D ANNUAL RYE GRASS (1 LB. PER 1000 SQ. FL)
E STRAW MULCH (90 LBS. PER 1000 SQ.FT.)
I IRRIGATION NEEDED DURING JUNE, JULY, AND OR SEPTEMBER.
IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD
NOTE: ALL SEEDING SHALL HAVE 12 -12 -12 FERTIUZER APPLIED
400 -600 LBS. PER ACRE OR AS SPECIFIED.
SEEDING SCHEDULE
NO SCALE
EXISTING
SOIL
DITCH CHECK
BOTTOM OF
DITCH
NON -WOVEN
FABRIC
SILT FENCE DETAIL
NO SCALE
BACKFILL WITH CLEAN
GRANULAR MATERIAL
PER REQUIREMENT OF
INDIANA DEPARTMENT
OF HIGHWAYS.
(MECHANICAL COMPACTION
TO 95% PROCTOR DENSITY)
#8 CRUSHED STONE OR
#8 FRACTURED FACE
AGGREGATE HAND TAMPED
OR WALKED iN TO 1/2 0.D.,
PER SPECS.
JULY AUG. SEPT. OCT. NOV. DEC.
/I
GRASS 20%
JOINING FENCES
WHEN JOINING TWO OR MORE
SILT FENCES TIE THE TWO
END POSTS TOGETHER WITH
EXISTING NYLON CORDS.
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0
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SHEET NO.
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I
CU
C602
APPROX 13000 N. PENNSYLVANIA STREET
FAX: 317.291.5805
CARMEL, INDIANA
7140 Waldemar
619 1-6tblk.dwg
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