HomeMy WebLinkAboutCivil Drawings_Sugar Creek Winery_2018-04-25IC'Itp nt Caimal
DATE: 04/30/18
Nick Mishler
IC'Itp nt Caimal
DATE: 04/30/18
Nick Mishler
IC'Itp nt Caimal
DATE: 04/30/18
Nick Mishler
IC'Itp nt Caimal
DATE: 04/30/18
Nick Mishler
SPECIFICATIONS
DRAINAGE AREA
INSTALLATION
1.
LAY OUT THE LOCATION OF THE FENCE SO THAT IS IS PARALLEL TO THE CONTOUR OF
• LIMITED TO ONE-QUARTER ACRE PER 100 LINEAR FEET OF FENCE.
100 FEET
THE SLOPE AND AT LEAST 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A
• FURTHER RESTRICTED BY SLOPE STEEPNESS (SEE TABLE 1).
75 FEET
SEDIMENT STORAGE AREA. TURN THE ENDS OF THE FENCE UP SLOPE SUCH THAT THE
20:1 TO 10:1
50 FEET
POINT OF CONTACT BETWEEN THE GROUND AND THE BOTTOM OF THE FENCE END
EFFECTIVE LIFE
25 FEET
TERMINATES AT A HIGHER ELEVATION THAN THE TOP OF THE FENCE AT ITS LOWEST
' SIX MONTHS (MAXIMUM).
15 FEET
POINT.
TO PLOW IN THE SILT FENCE.
2.
EXCAVATE AN EIGHT -INCH DEEP BY FOUR -INCH WIDE TRENCH ALONG THE ENTIRE
LOCATION
MATERIALS AND SILT FENCE SPECIFICATIONS
LENGTH OF THE FENCE LINE. INSTALLATION BY PLOWING IS ALSO ACCEPTABLE.
INSTALLED PARALLEL TO THE SLOPE CONTOUR.
•MINIMUM
3.
INSTALL THE SILT FENCE WITH THE FILTER FABRIC LOCATED ON THE UP-SLOPE SIDE
• OF 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A BROAD, SHALLOW
TABLE 2. GEOTEXTILE FABRIC SPECIFICATIONS FOR SILT FENCE (MINIMUM)
OF THE EXCAVATED TRENCH AND THE SUPPORT POSTS ON THE DOWN-SLOPE SIDE OF
SEDIMENT POOL.
7 FEET
THE TRENCH.
AND SITE CONDITIONS, INCLUDING SOIL PROPERTIES (E.G., SOIL
4•
DRIVE THE SUPPORT POSTS AT LEAST 18 INCHES INTO THE GROUND, TIGHTLY
ACCESSIBLE FOR MAINTENANCE REMOVAL OF SEDIMENT AND SILT FENCE REPAIR).
' ( )
DENSITY OF VEGETATIVE COVER
STRETCHING THE FABRIC BETWEEN THE POSTS AS EACH IS DRIVEN INTO THE SOIL. A
6"
IN. TOPSOIL
MINIMUM OF 12 INCHES OF THE FILTER FABRIC SHOULD EXTEND INTO THE TRENCH. (IF
SPACING
EACH SPECIES TO SHADE AND DROUGHT.
IT IS NECESSARY TO JOIN THE ENDS OF TWO FENCES, USE THE JOINT METHOD SHOWN.
TABLE 1. SLOPE STEEPNESS RESTRICTIONS
5.
LAY THE FOUR INCHES OF FILTER FABRIC ON THE BOTTOM OF THE TRENCH AND
PERCENT SLOPE
MAXIMUM DISTANCE
< 2%
< 50:1
100 FEET
2% - 5%
50:1 TO 20:1
75 FEET
5% - 10%•
20:1 TO 10:1
50 FEET
10% - 20%•
10:1 TO 5:1
25 FEET
> 20%
> 5:1
15 FEET
EXTEND IT TOWARD THE UP-SLOPE SIDE OF THE TRENCH.
6. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE.
NOTE: IF THE SILT FENCE IS BEING CONSTRUCTED ON-SITE, ATTACH THE FILTER
FABRIC TO THE SUPPORT POSTS (REFER TO TABLES 1 AND 2 FOR SPACING AND
GEOTEXTILE SPECIFICATIONS) AND ATTACH WOODEN LATHE TO SECURE THE
FABRIC TO THE POSTS. ALLOW FOR AT LEAST 12 INCHES OF FABRIC BELOW
GROUND LEVEL COMPLETE THE SILT FENCE INSTALLATION, FOLLOWING STEPS 1
*CONSIDER OTHER ALTERNATIVES.
THROUGH 6 ABOVE.
NOTE: MULTIPLE ROWS OF SILT FENCE ARE NOT RECOMMENDED ON THE SAME SLOPE.
MAINTENANCE
TRENCH
INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN
• DEPTH: EIGHT INCHES MINIMUM.
CALENDAR DAYS.
• WIDTH: FOUR INCHES MINIMUM.
IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES
• AFTER INSTALLING THE FENCE, BACKFILL WITH SOIL MATERIAL AND COMPACT
INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. ALL REPAIRS SHOULD
(TO BURY AND ANCHOR THE LOWER PORTION OF THE FENCE FABRIC).
MEET SPECIFICATIONS AS OUTLINED WITHIN THIS MEASURE.
1. AN OAT OR WHEAT COMPANION OR NURSE CROP MAY BE USED WITH ANY OF
• REMOVE DEPOSITED SEDIMENT WHEN IT IS CAUSING THE FILTER FABRIC TO BULGE OR
NOTE: AN ALTERNATIVE TO TRENCHING IS TO USE MECHANICAL EQUIPMENT
WHEN IT REACHES ON -HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT. WHEN
TO PLOW IN THE SILT FENCE.
CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND
70 LBS. PER LINEAL INCH
SEDIMENT DEPOSITS, GRADE THE SITE TO BLEND WITH THE SURROUNDING AREA, AND
MATERIALS AND SILT FENCE SPECIFICATIONS
STABILIZE.
• FABRIC - WOVEN OR NON -WOVEN GEOTEXTILE FABRIC, MEETING SPECIFIED MINIMUMS
15 GAL./MIN./SQUARE FOOT
OUTLINED IN TABLE 2.
UV RESISTANCE
TABLE 2. GEOTEXTILE FABRIC SPECIFICATIONS FOR SILT FENCE (MINIMUM)
GEOTEXTILE FABRIC
SECURED WITH LATHE
36 INCH (MIN.)
HARDWOOD POST
PHYSICAL PROPERTY
WOVEN
NON -WOVEN
STONE COPING,
GEOTEXTILE FABRIC
GEOTEXTILE FABRIC
FILTERING EFFICIENCY
85%
85%
TEXTILE STRENGTH AT 20%
oGRADE
8" CMU
ELONGATION
70 LBS.
1. AN OAT OR WHEAT COMPANION OR NURSE CROP MAY BE USED WITH ANY OF
STANDARD STRENGTH
30 LBS. PER LINEAL INCH
50 LBS. PER LINEAL INCH
EXTRA STRENGTH
50 LBS. PER LINEAL INCH
70 LBS. PER LINEAL INCH
SLURRY FLOW RATE
0.3 GAL./MIN./SQUARE FOOT
4.5 GAL./MIN./SQUARE FOOT
WATER FLOW RATE
15 GAL./MIN./SQUARE FOOT
220 GAL./MIN./SQUARE FOOT
UV RESISTANCE
70%
85%
POST SPACING
7 FEET
5 FEET
COMPACTED FILL WOOD
FLOW POST
OW
GEOTEXTILE FABRIC 114 1" I ((=z ? I (I I SILT
LAID ON DOWN-SLOPE it I i I ( III I -I ((l i I� �1 I i FENCE
NOTE: SILT FENCES CAN BE PURCHASED COMMERCIALLY. I
• HEIGHT - A MINIMUM OF 18 INCHES ABOVE GROUND LEVEL (30 INCHES MAXIMUM). (-1 (1 I II I I I 1=1
• REINFORCEMENT - FABRIC SECURELY FASTENED TO POSTS WITH WOOD LATHE.
• SUPPORT POSTS - 2x2 INCH HARDWOOD POSTS. STEEL FENCE POSTS MAY BE
SUBSTITUTED FOR HARDWOOD POSTS (STEEL POSTS SHOULD HAVE PROJECTIONS FOR NOTE: SILT FENCE IS NOT RECOMMENDED FOR USE AS
FASTENING FABRIC). A DIVERSION AND SHOULD NOT BE USED ACROSS A
• SPACING - EIGHT FEET MAXIMUM IS FENCE IS SUPPORTED BY WIRE MESH FENCING, STREAM, CHANNEL, DITCH, SWALE, OR ANYWHERE
SIX FEET MAXIMUM FOR EXTRA -STRENGTH FABRIC WITHOUT WIRE BACKING. THAT CONCENTRATED FLOW IS ANTICIPATED.
SILT FENCE CONSTRUCTION
NOT TO SCALE (REV. 01/17)
TOOLED CONTROL JOINT )V" WIDE, 12" APPLY ANTI-SPALUNG
MIN. 1" DEPTH 4" CONIC. SLAB STEP COMPOUND
(4,000 PSI) W/ BROOM FINISH 1" RADIUS -TOOLED
ROUND EDGE
------ SLEEVE FOR PIPE, 2" DIA LARGER
1 THAN PIPE, CENTERED
CONCRETE SIDEWALK WALL FOOTING SEAL VOID WITH PERMANENT
n PER PLAN / COMPRESSIBLE FILLER
4" COMPACTEDINDOT #8
II®III'®III'®III'®III'®III'®III"'III'®III''®v
AGGREGATE I I �, II I I I III 1=III®III®III®III®III®I I I
--1 11111illll-_II1; 1111 -III d
COMPACTED SUBGRADE TO 95% ®I (1I 111
MODIFIED PROCTOR MAXIMUM i 1111
DRY DENSITY (ASTM D1557) 6"
� d
#4 REBAR (CONT.)
TOP & BOTTOM
REFER TO TYPICAL CONCRETE
JOINT DETAILS ON THIS SHEET
FOR JOINTING INFORMATION.
7" CONCRETE STEP
NOT TO SCALE
NOTE:
PROVIDE ISOLATION JOINTS AT
BUILDINGS OR IMMOVABLE
OBJECTS. CONTROL JOINTS AT
5'-0" O.C. OR AS SHOWN ON
SITE PLANS, WITH EXPANSION
JOINTS AT 30'-0" O.C. MAX.
� TIFTG
PER PLAN
I
WALL FOOTING 1 a
PER PLAN \ z
g
U �P
SEAL VOID WITH PERMANENT
COMPRESSIBLE FILLER
PROVIDE (2) #5 x 4'-0" AT
PENETRATION, CENTERED
TIFTIE
PER PLAN
-- SLEEVE FOR PIPE, 2" DIA
LARGER THAN PIPE,
CENTERED
INC I 1....,�
_
PER PLAN ...........................
z_ �
5 U
LEAN CONCRETE OR 1
WALL FOOTING
1 6"
Z' PLOWABLE FILL, SAME WIDTH --------- -
1'.- 6 1'. 6' AS FOOTING' CL OF PIPE
°O - CL OF PIPE
PENETRATION BELOW FOOTING PENETRATION THROUGH FOOTING
NOTE
DETAIL SHOWN IS FOR MAXIMUM 12" PIPE.
FOR LARGER SIZE, CONTACT STRUCTURAL
ENGINEER PRIOR TO CONSTRUCTION.
TYPICAL WALL FOOTING DETAIL AT
PIPE f CONDUIT PENETRATION
NOT TO SCALE
D
RATE PER ACRE
SEEDING SPECIFICATIONS
STONE COPING,
PURE LIVE SEED
U�
0
SEE DETAIL
SEE GRADING PLAN
NOTES:
oGRADE
8" CMU
AND APPLY SOIL AMENDMENTS.
70 LBS.
1. AN OAT OR WHEAT COMPANION OR NURSE CROP MAY BE USED WITH ANY OF
PROVIDE COVER TO PREVENT
BRICK VENEER TO MATCH EXISTING
SEED - SELECT APPROPRIATE PLANT SPECIES SEED OR SEED MIXTURES ON THE
";y
THE ABOVE PERMANENT SEEDING MIXTURES, AT THE FOLLOWING RATES:
EXPOSED BLOCK.
STREETSCAPE SPECIFICATIONS.
SEEDING FREQUENCY
?=
rz.
10/1 GRADE --------)
12" CMU
• MULCH - STRAW, HAY, WOOD FIBER, ETC. (TO PROTECT SEEDBED, RETAIN
"~
WHEN SELECTING A MIXTURE, CONSIDER INTENDED LAND USE
B. WHEAT - NO MORE THAN ONE-HALF BUSHEL PER ACRE
#5 REBAR 8" O.C.
2 LBS.
AND SITE CONDITIONS, INCLUDING SOIL PROPERTIES (E.G., SOIL
12 LBS.
v
TALL FESCUE**
DENSITY OF VEGETATIVE COVER
pH AND DRAINAGE), SLOPE ASPECT, AND THE TOLERANCE OF
6"
IN. TOPSOIL
5.5 TO 7.5
NINETY PERCENT OR GREATER OVER THE SOIL SURFACE.
EACH SPECIES TO SHADE AND DROUGHT.
STEEP BANKS, CUTS, AND IN CHANNELS AND AREAS OF CONCENTRATED FLOW.
RESEEDING. APPLY AND ANCHOR MULCH ON THE NEWLY SEEDED AREAS.
TOXIC TO SOME SPECIES OF WILDLIFE. THE INDIANA
FILL ALL CMUS SOLID W/GROUT
�p
IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE SOIL pH
MATERIALS
24" MIN. OVERLAP REBAR
19
(I
WATERPROOF MASTIC
SEE GRADING PLAN 6" CMU`
;r`
o0 o
v Ov o
z)
rn
FILTER FABRIC
CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.)
MATERIALS
a
�0
o �
GRANULAR FILL
IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO
SWITCHGRASS. THIS RESEARCH, IN CONJUNCTION WITH
a
Ua
vo O
cel Li)
X4"
2"KEY
_J
DEMONSTRATION AREAS, SHOULD FOCUS ON EROSION CONTROL
-;
1'-O" IN.
N (N
4" PERFORATED DRAIN W/FILTER FABRIC,
ADD FERTILIZER THE FOLLOWING GROWING SEASON. FERTILIZE ACCORDING TO SOIL
CHARACTERISTICS, WILDLIFE TOXICITY, TURF DISABILITY, AND
' s' z
o$ o
TIE TO DRAINAGE SYSTEM.
p
1-I- to
DROUGHT RESISTANCE.
J
FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION.
-
iLi
Q
4,000 PSI CIP CONCRETE, TYP
LL I --o
r
CIS_
REfFASF
#5 X T-6" @ 12" O.C. TRANS,
W V a TOP
I E
SPRING, AND
THE REMAINING ONE-THIRD N NG
IN EARLY SPRING, ONE- THIRD
AND BOTTOM
Q
3„
�wjB�
aDrnlpolianDBW'iiNoaIIIPBgBIatl�lE-THIRD IN MIDDLE SUMMER.
NOT TO SCALE (REV. 01/17)
� �
CLR. TYP
::
(4) #5 CONTINUOUS TOP AND BOTTOM
IC'ItpDAF CalrrnBl
°�
r .
o
DATE.: 04/30/18
O
d
'
G
A A
a
UNDISTURBED SUBGRADE
<-
THE EXISTING UTILITIES MAY REQUIRE
THE FOOTING TO BE STEPPED/BRIDGED
2'-0"
TO AVOID CONFLICT. CONTRACTOR TO
4'4 -
FIELD VERIFY DEPTH AND LOCATION.
MASONRY RETAINING
NOT TO SCALE
WALL WITH
BRICK VENEER
WALL FOOTING 1 a
PER PLAN \ z
g
U �P
SEAL VOID WITH PERMANENT
COMPRESSIBLE FILLER
PROVIDE (2) #5 x 4'-0" AT
PENETRATION, CENTERED
TIFTIE
PER PLAN
-- SLEEVE FOR PIPE, 2" DIA
LARGER THAN PIPE,
CENTERED
INC I 1....,�
_
PER PLAN ...........................
z_ �
5 U
LEAN CONCRETE OR 1
WALL FOOTING
1 6"
Z' PLOWABLE FILL, SAME WIDTH --------- -
1'.- 6 1'. 6' AS FOOTING' CL OF PIPE
°O - CL OF PIPE
PENETRATION BELOW FOOTING PENETRATION THROUGH FOOTING
NOTE
DETAIL SHOWN IS FOR MAXIMUM 12" PIPE.
FOR LARGER SIZE, CONTACT STRUCTURAL
ENGINEER PRIOR TO CONSTRUCTION.
TYPICAL WALL FOOTING DETAIL AT
PIPE f CONDUIT PENETRATION
NOT TO SCALE
D
RATE PER ACRE
SEEDING SPECIFICATIONS
CRIMP OR PUNCH THE STRAW OR HAY TWO
PURE LIVE SEED
U�
0
SEEDBED PREPARATION
TABLE 1. PERMANENT SEEDING RECOMMENDATIONS
NOTES:
oGRADE
PHOSPHOROUS APPLICATION WHERE SOIL TESTS INDICATE ADEQUATE
AND APPLY SOIL AMENDMENTS.
70 LBS.
1. AN OAT OR WHEAT COMPANION OR NURSE CROP MAY BE USED WITH ANY OF
U
50 LBS.
SEED - SELECT APPROPRIATE PLANT SPECIES SEED OR SEED MIXTURES ON THE
THIS TABLE PROVIDES SEVERAL SEED MIXTURE OPTIONS.
THE ABOVE PERMANENT SEEDING MIXTURES, AT THE FOLLOWING RATES:
w
c
SEEDING FREQUENCY
ADDITIONAL SEED MIXTURES ARE AVAILABLE COMMERCIALLY.
A. SPRING OATS - ONE-FOURTH TO THREE-FOURTHS BUSHEL PER ACRE
30 LBS.
• MULCH - STRAW, HAY, WOOD FIBER, ETC. (TO PROTECT SEEDBED, RETAIN
SEED FINAL GRADED AREAS DAILY WHILE SOIL IS STILL LOOSE AND MOIST.
WHEN SELECTING A MIXTURE, CONSIDER INTENDED LAND USE
B. WHEAT - NO MORE THAN ONE-HALF BUSHEL PER ACRE
co
2 LBS.
AND SITE CONDITIONS, INCLUDING SOIL PROPERTIES (E.G., SOIL
12 LBS.
v
TALL FESCUE**
DENSITY OF VEGETATIVE COVER
pH AND DRAINAGE), SLOPE ASPECT, AND THE TOLERANCE OF
2. A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON
o
5.5 TO 7.5
NINETY PERCENT OR GREATER OVER THE SOIL SURFACE.
EACH SPECIES TO SHADE AND DROUGHT.
STEEP BANKS, CUTS, AND IN CHANNELS AND AREAS OF CONCENTRATED FLOW.
RESEEDING. APPLY AND ANCHOR MULCH ON THE NEWLY SEEDED AREAS.
TOXIC TO SOME SPECIES OF WILDLIFE. THE INDIANA
IF EROSION IS SEVER OR RECURRING, USE EROSION CONTROL BLANKETS OR
o
IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE SOIL pH
MATERIALS
OPEN LOW -MAINTENANCE AREAS
19
(I
• SOIL AMENDMENTS - SELECT MATERIALS AND RATES AS DETERMINED BY A SOIL
(REMAINING IDLE MORE THAN SIX MONTHS)
MULCH SPECIFICATIONS
c
rn
TEST (CONTACT YOUR COUNTY SOIL AND WATER CONSERVATION DISTRICT OR
CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.)
MATERIALS
CD
F=
RATE PER ACRE
COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND SOIL INFORMATION,
CRIMP OR PUNCH THE STRAW OR HAY TWO
PURE LIVE SEED
INCLUDING AVAILABLE SOIL TESTING SERVICES) OR 400 TO 600 POUNDS OF
0
70 LBS.
12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. CONSIDER THE USE OF REDUCED
WHITE CLOVER*
2 LBS.
PHOSPHOROUS APPLICATION WHERE SOIL TESTS INDICATE ADEQUATE
0
oPHOSPHOROUS
70 LBS.
LEVELS IN THE SOIL PROFILE.
t
50 LBS.
SEED - SELECT APPROPRIATE PLANT SPECIES SEED OR SEED MIXTURES ON THE
2
70 LBS.
BASIS OF SOIL TYPE, SOIL pH, REGION OF THE STATE, TIME OF YEAR, AND
c
2 LBS.
INTENDED LAND USE OF THE AREA TO BE SEEDED (SEE TABLE 1).
0
30 LBS.
• MULCH - STRAW, HAY, WOOD FIBER, ETC. (TO PROTECT SEEDBED, RETAIN
SEED MIXTURES
RATE PER ACRE
OPTIMUM SOIL pH
CRIMP OR PUNCH THE STRAW OR HAY TWO
PURE LIVE SEED
SHOULD BE DRY, FREE OF UNDESIRABLE SEEDS.
1. PERENNIAL RYEGRASS
70 LBS.
SPREAD BY HAND OR MACHINE. MUST BE
WHITE CLOVER*
2 LBS.
5.6 TO 7.0
2. PERENNIAL RYEGRASS
70 LBS.
APPLY WITH A HYDRAULIC MULCH
TALL FESCUE"*
50 LBS.
5.6 TO 7.0
3. TALL FESCUE**
70 LBS.
5.5 TO 7.5
WHITE CLOVER•
2 LBS.
5.5 TO 7.5
TABLE 1. SLOPE STEEPNESS RESTRICTIONS
PROVIDE ADDITIONAL REINF
TO MATCH WAI. I.. FOOTING
REINF (LAP 24")
MATERIAL*
RATE PER ACRE
COMMENTS
CRIMP OR PUNCH THE STRAW OR HAY TWO
PURE LIVE SEED
SHOULD BE DRY, FREE OF UNDESIRABLE SEEDS.
STRAW OR HAY
2 TONS
SPREAD BY HAND OR MACHINE. MUST BE
RED CLOVER*
20 LBS.
CRIMPED OR ANCHORED SEE TABLE 2.
WOOD FIBER
1 TON
APPLY WITH A HYDRAULIC MULCH
OR CELLULOSE
2 LBS.
MACHINE AND USE WITH TACKING AGENT.
'MULCHING IS NOT RECOMMENDED IN CONCENTRATED FLOWS. CONSIDER EROSION
MOISTURE, AND ENCOURAGE PLANT GROWTH). ANCHORED TO PREVENT REMOVAL
STEEP BANKS AND CUTS, LOW -MAINTENANCE AREAS CONTROL BLANKETS OR OTHER STABILIZATION METHODS.
V BY WIND OR WATER OR COVERED WITH PREMANUFACTURED EROSION CONTROL (NOT MOWED) BLANKETS. COVERAGE
CY
0,
3 SEEDING APPLICATIONS
`° SITE PREPARATION
0 1. GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE.
6 2. ADD TOPSOIL TO ACHIEVE NEEDED DEPTH FOR ESTABLISHMENT OF VEGETATION.
6 (COMPOST MATERIAL MAY BE ADDED TO IMPROVE SOIL MOISTURE HOLDING
0
CAPACITY, SOIL FRIABILITY, AND NUTRIENT AVAILABILITY.)
0
SEEDBED PREPARATION
1. TEST SOIL TO DETERMINE pH AND NUTRIENT LEVELS.
2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST AND WORK INTO
w THE UPPER TWO TO FOUR INCHES OF SOIL. IF TESTING IS NOT DONE, APPLY 400
TO 600 POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT.
LLL 3. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED. USE A DISK OR RAKE, OPERATED
SEED MIXTURES
RATE PER ACRE
OPTIMUM SOIL pH
CRIMP OR PUNCH THE STRAW OR HAY TWO
PURE LIVE SEED
TO FOUR INCHES INTO THE SOIL. OPERATE
1. SMOOTH BROME GRASS
35 LBS.
5.5 TO 7.0
RED CLOVER*
20 LBS.
5.6 TO 7.0
2. TALL FESCUE**
50 LBS.
WOOD HYDROMULCH FIBERS
WHITE CLOVER*
2 LBS.
5.5 TO 7.5
3. TALL FESCUE**
50 LBS.
5.5 TO 7.5
RED CLOVER*
20 LBS.
MULCH. ANCHOR NETTING WITH STAPLES. EDGES
4. ORCHARDGRASS
30 LBS.
NETTING (SYNTHETIC OR
RED CLOVER•
20 LBS.
5.6 TO 7.0
WHITE CLOVER*
2 LBS.
5. CROWNVETCH•
12 LBS.
5.5 TO 7.5
TALL FESCUE**
30 LBS.
5.6 TO 7.0
C7 ACROSS THE SLOPE, TO WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO LAWNS AND HIGH -MAINTENANCE AREAS
Z FOUR INCHES OF THE SOIL.
SEEDING
p OPTIMUM SEEDING DATES ARE MARCH 1 TO MAY 10 AND AUGUST 10 TO SEPTEMBER
30. PERMANENT SEEDING DONE BETWEEN MAY 10 AND AUGUST 10 MAY NEED TO BE
IRRIGATED. SEEDING OUTSIDE OR BEYOND OPTIMUM SEEDING DATES IS STILL POSSIBLE
WITH THE UNDERSTANDING THAT RESEEDING OR OVERSEEDING MAY BE REQUIRED IF
ADEQUATE SURFACE COVER IS NOT ACHIEVED. RESEEDING OR OVERSEEDING CAN BE
EASILY ACCOMPLISHED IF THE SOIL SURFACE REMAINS WELL PROTECTED WITH MULCH.
Y 1. SELECT A SEEDING MIXTURE AND RATE FROM TABLE 1. SELECT SEED MIXTURE
0 BASED ON SITE CONDITIONS, SOIL pH, INTENDED LAND USE, AND EXPECTED LEVEL
OF MAINTENANCE.
U) 2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY
O BROADCASTING. PLANT OR COVER THE SEED TO A DEPTH OF ONE-FOURTH TO
0 ONE-HALF INCH. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD
SEED -TO -SOIL CONTACT BY FIRMING, THE SEEDBED WITH A ROLLER OR
} CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. (IF SEEDING IS DONE WITH
m
p A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A
H SLURRY MIXTURE.)
3. MULCH ALL SEEDED AREAS AND USE APPROPRIATE METHODS TO ANCHOR THE
�w MULCH IN PLACE. CONSIDER USING EROSION CONTROL BLANKETS ON SLOPING
AREAS AND CONVEYANCE CHANNELS.
SEEDING MAINTENANCE
• INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY
�0 SEVEN CALENDAR DAYS UNTIL THE VEGETATION IS SUCCESSFULLY ESTABLISHED.
Q CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE VIGOROUS DARK GREEN OR
Li, BLUISH -GREEN SEEDLINGS WITH A UNIFORM VEGETATIVE COVER DENSITY OF 90
SEED MIXTURES
RATE PER ACRE
OPTIMUM SOIL pH
CRIMP OR PUNCH THE STRAW OR HAY TWO
PURE LIVE SEED
TO FOUR INCHES INTO THE SOIL. OPERATE
1. BLUEGRASS
140 LBS.
5.5 TO 7.0
2. PERENNIAL RYEGRASS
60 LBS.
5.6 TO 7.0
TURF TYPE
90 LBS.
WOOD HYDROMULCH FIBERS
3. TALL FESCUE
170 LBS.
APPLY ACCORDING TO
(TURF TYPE)**
30 LBS.
5.6 TO 7.5
BLUEGRASS
4 LBS.
MULCH. ANCHOR NETTING WITH STAPLES. EDGES
SEED MIXTURES
RATE PER ACRE
OPTIMUM SOIL pH
CRIMP OR PUNCH THE STRAW OR HAY TWO
PURE LIVE SEED
TO FOUR INCHES INTO THE SOIL. OPERATE
1. PERENNIAL RYEGRASS
150 LBS.
5.5 TO 7.0
WHITE"
2 LBS.
PREVENT FORMATION OF RILLS BY DOZER CLEATS
2.KENTUCKY BLUEGRASS
20 LBS.
WOOD HYDROMULCH FIBERS
SMOOTH BROMEGRASS
10 LBS.
APPLY ACCORDING TO
SWITCHGRASS
3 LBS.
5.5 TO 7.5
TIMOTHY
4 LBS.
MULCH. ANCHOR NETTING WITH STAPLES. EDGES
PERENNIAL RYEGRASS
10 LBS.
NETTING (SYNTHETIC OR
WHITE CLOVER**
2 LBS.
SIX INCHES OVER THE ADJACENT DOWN-SLOPE
3. TALL FESCUE*
150 LBS.
WHITE CLOVER""
2 LBS.
5.5 TO 7.5
4. TALL FESCUE**
150 LBS.
X
PERENNIAL RYEGRASS
20 LBS.
5.5 TO 7.5
KENTUCKY BLUEGRASS
20 LBS.
® ®
• THE MULCH SHOULD HAVE A UNIFORM DENSITY OF AT LEAST 75 PERCENT OVER THE
SOIL SURFACE.
ANCHORING
TABLE 2. MULCH ANCHORING METHODS
ANCHORING METHOD*
HOW TO APPLY
MULCH ANCHORING TOOL OR
CRIMP OR PUNCH THE STRAW OR HAY TWO
FARM DISK (DULL, SERRATED,
TO FOUR INCHES INTO THE SOIL. OPERATE
AND BLADES SET STRAIGHT)
MACHINERY ON THE CONTOUR OF THE SLOPE.
CLEATING WITH DOZER
OPERATE DOZER UP AND DOWN SLOPE TO
TRACKS
PREVENT FORMATION OF RILLS BY DOZER CLEATS
TRAPS
APPLY ACCORDING TO
WOOD HYDROMULCH FIBERS
MANUFACTURER'S RECOMMENDATIONS.
SYNTHETIC TACKIFIERS,
APPLY ACCORDING TO
BINDERS, OR SOIL STABILIZERS
MANUFACTURER'S RECOMMENDATIONS.
INSTALL NETTING IMMEDIATELY AFTER APPLYING
F
GRASS MAY BE FALL -SEEDED AND THE LEGUME FROST -SEEDED;
MULCH. ANCHOR NETTING WITH STAPLES. EDGES
OF NETTING STRIPS SHOULD OVERLAP WITH
NETTING (SYNTHETIC OR
EACH UP-SLOPE STRIP OVERLAPPING FOUR TO
BIODEGRADABLE MATERIAL)
SIX INCHES OVER THE ADJACENT DOWN-SLOPE
® ®
STRIP. BEST SUITED TO SLOPE APPLICATIONS. IN
MOST INSTANCES, INSTALLATION DETAILS ARE
SITE SPECIFIC, SO MANUFACTURER'S
■
RECOMMENDATIONS SHOULD BE FOLLOWED.
*ALL FORMS OF MULCH MUST BE ANCHORED TO PREVENT DISPLACEMENT BY WIND
AND/OR WATER.
MULCH APPLICATION
1. APPLY MULCH AT THE RECOMMENDED RATE SHOWN IN TABLE 1.
2. SPREAD THE MULCH MATERIAL UNIFORMLY BY HAND, HAYFORK, MULCH BLOWER,
OR HYDRAULIC MULCH MACHINE. AFTER SPREADING, NO MORE THAN 25 PERCENT
OF THE GROUND SHOULD BE VISIBLE.
3. ANCHOR STRAW OR HAY MULCH IMMEDIATELY AFTER APPLICATION. THE MULCH
CAN BE ANCHORED USING ONE OF THE METHODS LISTED BELOW:
a. CRIMP WITH A MULCH ANCHORING TOOL, A WEIGHTED FARM DISK WITH
DULL SERRATED BLADES SET STRAIGHT, OR TRACK CLEATS OF A
BULLDOZER,
b. APPLY HYDRAULIC MULCH WITH SHORT CELLULOSE FIBERS,
c. APPLY A LIQUID TACKIFIER, OR
d. COVER WITH NETTING SECURED BY STAPLES.
300
275
250
225
200
SLOPE 175
LENGTH 150
FT.
125
100
75
50
25
A B C SPECIFICATIONS
3'13§" 3' 13§" 3' EFFECTIVE LIFE
• THE FUNCTIONAL LIFE OF AN EROSION CONTROL BLANKET IS DEPENDENT ON THE
N
1)
PERCENT OR MORE.
*FOR BEST RESULTS: (A) LEGUME SEED SHOULD BE
`°
A
X
B
CHECK FOR EROSION OR MOVEMENT OF MULCH.
INOCULATED; (B) SEEDING MIXTURES CONTAINING LEGUMES MULCH
MAINTENANCE
TRAPS
�
STORM
REPAIR DAMAGED, BARE, GULLIED, OR SPARSELY VEGETATED AREAS AND THEN
SHOULD PREFERABLY BE SPRING -SEEDED, ALTHOUGH THE
INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY
Q
FERTILIZE, RESEED, AND APPLY AND ANCHOR MULCH.
F
GRASS MAY BE FALL -SEEDED AND THE LEGUME FROST -SEEDED;
SEVEN CALENDAR DAYS.
o
IF PLANT COVER IS SPARSE OR PATCHY, EVALUATE THE PLANT MATERIALS
AND (C) IF LEGUMES ARE FALL -SEEDED, DO SO EARLY FALL.
CHECK FOR EROSION OR MOVEMENT OF MULCH; REPAIR DAMAGED AREAS,
® ®
MAINTENANCE
INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN
CHOSEN, SOIL FERTILITY, MOISTURE CONDITION, AND MULCH APPLICATION; REPAIR
RESEED, APPLY NEW MULCH AND ANCHOR THE MULCH IN PLACE.
■
0
w
X
AFFECTED AREAS EITHER BY OVERSEEDING OR PREPARING A NEW SEEDBED AND
•
•TALL FESCUE PROVIDES LITTLE COVER FOR, AND MAY BE
CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.
® ®
RESEEDING. APPLY AND ANCHOR MULCH ON THE NEWLY SEEDED AREAS.
TOXIC TO SOME SPECIES OF WILDLIFE. THE INDIANA
IF EROSION IS SEVER OR RECURRING, USE EROSION CONTROL BLANKETS OR
IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE SOIL pH
DEPARTMENT OF NATURAL RESOURCES RECOGNIZES THE NEED
OTHER MORE SUBSTANTIAL STABILIZATION METHODS TO PROTECT THE AREA.
19
(I
OR NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR SOIL AND WATER
FOR ADDITIONAL RESEARCH ON ALTERNATIVES SUCH AS
rn
CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.)
BUFFALOGRASS, ORCHARDGRASS, SMOOTH BROMEGRASS, AND
�0
o �
IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO
SWITCHGRASS. THIS RESEARCH, IN CONJUNCTION WITH
cel Li)
ACCORDING TO SOIL TEST RECOMMENDATIONS.
DEMONSTRATION AREAS, SHOULD FOCUS ON EROSION CONTROL
N (N
ADD FERTILIZER THE FOLLOWING GROWING SEASON. FERTILIZE ACCORDING TO SOIL
CHARACTERISTICS, WILDLIFE TOXICITY, TURF DISABILITY, AND
TEST RECOMMENDATIONS.
DROUGHT RESISTANCE.
J
FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION.
iLi
Q
FOR COOL -SEASON GRASSES, APPLY ONE-HALF OF THE FERTILIZER IN LATE
r
CIS_
REfFASF
R mW$TRIllCONE-THD
ONE-HALF IN EARLY APPLY
OIN WARM-SEASON
I E
SPRING, AND
THE REMAINING ONE-THIRD N NG
IN EARLY SPRING, ONE- THIRD
PERMANENT SEEDING WITH MULCH
dn,
�wjB�
aDrnlpolianDBW'iiNoaIIIPBgBIatl�lE-THIRD IN MIDDLE SUMMER.
NOT TO SCALE (REV. 01/17)
� �
B 5ta1B Bmd IlmeBl O'DdleB'
IC'ItpDAF CalrrnBl
°�
r .
DATE.: 04/30/18
Nick Mishler
300
275
250
225
200
SLOPE 175
LENGTH 150
FT.
125
100
75
50
25
A B C SPECIFICATIONS
3'13§" 3' 13§" 3' EFFECTIVE LIFE
• THE FUNCTIONAL LIFE OF AN EROSION CONTROL BLANKET IS DEPENDENT ON THE
(V
MATERIALS USED.
ANCHORING
• STAPLES, PINS OR STAKES USED TO PREVENT MOVEMENT OR DISPLACEMENT OF BLANKET.
(FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR SPECIFIC APPLICATIONS.)
MATERIALS
• ORGANIC (STRAW, EXCELSIOR, WOVEN PAPER, COCONUT FIBER, ETC.) OR SYNTHETIC MULCH
INCORPORATED WITH A POLYPROPYLENE, NATURAL FIBER OR SIMILAR NETTING MATERIAL.
(THE NETTING MAY BE BIODEGRADABLE, PHOTODEGRADABLE OR PERMANENT.)
NOTE: SOME EROSION CONTROL BLANKET NETTINGS MAY POSE A THREAT TO
CERTAIN SPECIES OF WILDLIFE IF THEY BECOME ENTANGLED IN THE NETTING
MATRIX.
• SIX TO 12 -INCH STAPLES, PINS, OR STAKES.
INSTALLATION
1. SELECT THE TYPE AND WEIGHT OF EROSION CONTROL BLANKET TO FIT THE SITE
CONDITIONS (E.G., SLOPE, CHANNEL, FLOW VELOCITY) PER THE MANUFACTURER'S
RECOMMENDATIONS.
2. PREPARE THE SEEDBED, ADD SOIL AMENDMENTS, AND PERMANENTLY SEED THE AREA
IMMEDIATELY FOLLOWING SEEDBED PREPARATION.
3. LAY EROSION CONTROL BLANKETS ON THE SEEDED AREA SO THAT THEY ARE IN
CONTINUOUS CONTACT WITH THE SOIL WITH EACH UP-SLOPE OR UP -STREAM BLANKET
1 STAPLE PER SQ. YD. 1)¢ STAPLES PER SQ. YD. OVERLAPPING THE DOWN-SLOPE OR DOWN -STREAM BLANKET BY AT LEAST EIGHT INCHES,
2 STAPLES PER SQ. YD. OR FOLLOW MANUFACTURER'S RECOMMENDATIONS.
GENERAL STAPLE RECOMMENDATIONS 4- TUCK THE UPPERMOST EDGE OF THE UPPER BLANKETS INTO A CHECK SLOT (SLIT TRENCH)
B
C
1)
C
X
`°
A
X
B
B
UMPING
X
(V
MATERIALS USED.
ANCHORING
• STAPLES, PINS OR STAKES USED TO PREVENT MOVEMENT OR DISPLACEMENT OF BLANKET.
(FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR SPECIFIC APPLICATIONS.)
MATERIALS
• ORGANIC (STRAW, EXCELSIOR, WOVEN PAPER, COCONUT FIBER, ETC.) OR SYNTHETIC MULCH
INCORPORATED WITH A POLYPROPYLENE, NATURAL FIBER OR SIMILAR NETTING MATERIAL.
(THE NETTING MAY BE BIODEGRADABLE, PHOTODEGRADABLE OR PERMANENT.)
NOTE: SOME EROSION CONTROL BLANKET NETTINGS MAY POSE A THREAT TO
CERTAIN SPECIES OF WILDLIFE IF THEY BECOME ENTANGLED IN THE NETTING
MATRIX.
• SIX TO 12 -INCH STAPLES, PINS, OR STAKES.
INSTALLATION
1. SELECT THE TYPE AND WEIGHT OF EROSION CONTROL BLANKET TO FIT THE SITE
CONDITIONS (E.G., SLOPE, CHANNEL, FLOW VELOCITY) PER THE MANUFACTURER'S
RECOMMENDATIONS.
2. PREPARE THE SEEDBED, ADD SOIL AMENDMENTS, AND PERMANENTLY SEED THE AREA
IMMEDIATELY FOLLOWING SEEDBED PREPARATION.
3. LAY EROSION CONTROL BLANKETS ON THE SEEDED AREA SO THAT THEY ARE IN
CONTINUOUS CONTACT WITH THE SOIL WITH EACH UP-SLOPE OR UP -STREAM BLANKET
1 STAPLE PER SQ. YD. 1)¢ STAPLES PER SQ. YD. OVERLAPPING THE DOWN-SLOPE OR DOWN -STREAM BLANKET BY AT LEAST EIGHT INCHES,
2 STAPLES PER SQ. YD. OR FOLLOW MANUFACTURER'S RECOMMENDATIONS.
GENERAL STAPLE RECOMMENDATIONS 4- TUCK THE UPPERMOST EDGE OF THE UPPER BLANKETS INTO A CHECK SLOT (SLIT TRENCH)
B
C
C
C
C
B
A
A
B
B
BACKFILL WITH SOIL AND TAMP DOWN. IN CERTAIN APPLICATIONS, THE MANUFACTURER MAY
4:1 3:1 2:1 1:1 CHANNEL X NOTES
LINING CHANNEL LININGS UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES
SLOPE GRADIENT AT PROJECTED WATER LINE.
7260 Shadeland Station I Indianapolis, Indiana 46256
STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. TEL 317.547.55801 FAX 317.543.0270
STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL. www.structurepoint.com
EROSION CONTROL BLANKET AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS
NOT TO SCALE (REV. 01 /17) DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED.
INSTALLATION
1. REMOVE THE STORM SEWER GRATE AND PLACE THE FRAME INTO THE GRATE OPENING.
2. PLACE GEOTEXTILE FABRIC INTO THE FRAME AND SECURE ACCORDING TO THE MANUFACTURER'S
RECOMMENDATIONS.
3. REPLACE THE STORM SEWER GRATE.
MAINTENANCE
• INSPECT DAILY.
• REMOVE ACCUMULATED SEDIMENT AND DEBRIS AFTER EACH STORM EVENT. DEPOSIT SEDIMENT IN
AN AREA WHERE IT WILL NOT RE-ENTER THE PAVED AREA OR STORM DRAINS.
• REPLACE OR CLEAN GEOTEXTILE FABRIC AS NEEDED.
• WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. REMOVE INLET PROTECTION.
`_IFT
STRAPS
MANAGEABLE 2 FO
CONTAINMENT ARE
STORM
GRATE
OPTIONAL
REQUIRE ADDITIONAL CHECK SLOTS AT SPECIFIC LOCATIONS DOWN SLOPE FROM THE
OUTFLOW
'
PORTS
UPPERMOST EDGE OF THE UPPER BLANKETS.
DOME WA
REINFC
ADD'TL STAPLES AS
5. ANCHOR THE BLANKETS IN PLACE BY DRIVING STAPLES, PINS, OR STAKES THROUGH THE
UMPING
TRAPS
REQ'D. DUE TO
STORM
BLANKET AND INTO THE UNDERLYING SOIL. FOLLOW AN ANCHORING PATTERN APPROPRIATE
INLET
CONTAINME
FOR THE SITE CONDITIONS AND AS RECOMMENDED BY THE MANUFACTURER.
DEPTH OF FLOW
® ®
MAINTENANCE
INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN
AMERICAN
CALENDAR DAYS.
• CHECK FOR EROSION OR DISPLACEMENT OF THE BLANKET.
■
$TRUCTUREPOINT
X
• IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING THE
® ®
ERODED AREA, ADD SOIL AND TAMP, RESEED THE AREA, REPLACE AND STAPLE THE
I N C.
BLANKET.
4:1 3:1 2:1 1:1 CHANNEL X NOTES
LINING CHANNEL LININGS UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES
SLOPE GRADIENT AT PROJECTED WATER LINE.
7260 Shadeland Station I Indianapolis, Indiana 46256
STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. TEL 317.547.55801 FAX 317.543.0270
STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL. www.structurepoint.com
EROSION CONTROL BLANKET AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS
NOT TO SCALE (REV. 01 /17) DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED.
INSTALLATION
1. REMOVE THE STORM SEWER GRATE AND PLACE THE FRAME INTO THE GRATE OPENING.
2. PLACE GEOTEXTILE FABRIC INTO THE FRAME AND SECURE ACCORDING TO THE MANUFACTURER'S
RECOMMENDATIONS.
3. REPLACE THE STORM SEWER GRATE.
MAINTENANCE
• INSPECT DAILY.
• REMOVE ACCUMULATED SEDIMENT AND DEBRIS AFTER EACH STORM EVENT. DEPOSIT SEDIMENT IN
AN AREA WHERE IT WILL NOT RE-ENTER THE PAVED AREA OR STORM DRAINS.
• REPLACE OR CLEAN GEOTEXTILE FABRIC AS NEEDED.
• WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. REMOVE INLET PROTECTION.
`_IFT
STRAPS
MANAGEABLE 2 FO
CONTAINMENT ARE
STORM
GRATE
OPTIONAL
PART9 DRAWING
3039CGP 7001110220
OUTFLOW
'
PORTS
30.90CGG 7001110.222
DOME WA
REINFC
COF
UMPING
TRAPS
STORM
MANAGEABL
INLET
CONTAINME
(1, 2) INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH BASIN O.D.
F71aa�i3:
HANDLES FOR
EASY REMOVAL
POLYESTER MESH
REINFORCEMENT
(OUTER LAYER)
DROP-IN INLET PROTECTION
NOT TO SCALE (REV. 01/17)
MINIMUM PIPE BURIAL
DEPTH PER PIPE
(3) VARIABLE INVERT HEIGHTS MANUFACTURER
AVAILABLE (ACCORDING TO RECOMMENDATION
PLANSITAKE OFF) (MIN. MANUFACTURING
REQ. SAME AS MIN. SUMP)
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:
4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,
ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC
WATERTIGHT JOINT
D
(CORRUGATED HDPE SHOWN)
1 - GRATESSOLID COVER SHALL BE DUCTILE IRON PER ASTM M36 GRADE 70-50.05.
2- FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-5005.
3 DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS.
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS.
SEE DRAWING NO 7001-110
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
ASTM D3212 FOR CORRUGATED HDPE (ADS N-12HANCOR DUAL WALL(,
N-12 HP. & PVC SEWER (4" -24"}
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°, TO DETERMINE MINIMUM
ANGLE BETWEEN ADAPTERS SEF. DRAWING N0.7001.110-012.
NYLOPLAST 30" DRAIN BASIN: 2830AG _ _X
(5) ADAPTER ANGLES
VARIADLE 0°-300°
ACCORDING TO PLANS
:URB
--ILTER
OPTIONAL
OUTFLOW
PORTS
MPING
RAPS
cr LUW
URE
STAINLESS STEEL
BAND (HEMMED INTO
BAG)
POLYPROPYLENE
GEOTEXTILE FILTER
FABRIC (INNER LAYER)
�aooaa000000000000�
0000
0 0 0 0
0 0 0 0
0 0 0
C.
NOTE: CONTRACTOR TO USE FLEXSTORM
CATCH -IT INLET PROTECTOR, DANDY BAG
OR APPROVED ALTERNATE.
DROP-IN INLET PROTECTION
TO BE USED IN PAVED AREAS.
x- 18" MIN WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR
GUIDELINE PURPOSES ONLY, ACTUAL CONCRETE SLAB MUST BE
DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.
SEE DRAWING N0. 7001-110-111 FOR NON TRAFFIC INSTALLATION,
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
(3( VARIABLE SUMP DEPTH
�g ACCORDING TO PLANS
(10" MIN. BASED ON
„ } MANUFACTURING REQ)
6" MIN
GRATE OPTIONS LOAD RATING
PEDESTRIAN MEETS 1120
PART9 DRAWING
3039CGP 7001110220
'
ASTANDARD
IJD CAV ER MEETSH-20
30.90CGG 7001110.222
DOME WA
3039GGD ]LO t1P223
BROOM FINISH
F1"
/4"R
APPLY ANTI-SPALUNG COMPOUND
SEE PLAN FOR WIDTH
SLOPE TO DRAIN 2% MAX.
A
COMPACTED AGGREGATE
FINNISHED GRADE, SLOPE
AWAY FROM SIDEWALK (TYP.)
COMPACTED SUBGRADE TO 95% STANDARD
PROCTOR MAXIMUM DRY DENSITY (ASTM 698)
NOTE:
PROVIDE EXPANSION JOINTS AT BUILDINGS OR
IMMOVABLE OBJECTS. CONTROL JOINTS AT
5'-0" O.C. OR AS SHOWN ON SITE PLANS,
WITH EXPANSION JOINTS AT 30'-0" O.C. MAX.
CONCRETE SIDEWALK
NOT TO SCALE (REV. 04/17)
4,000 PSI CONCRETE
- 4"
3099CGD
APPROX. DRAIN AREA =40994 SO IN
APPROX. WEIGHT WITH FRAME = 93.00 LBS
0
00
A00 DD SA
00 00
000
032S8
9.00
�.... .38
f
SECTION A -A
DIMENSIONS ARE FOR REFERENCE ONLY
ACTUAL DIMENSIONS MAY VARY
DIMENSIONS ARE IN INCHES
QUALITY. MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50.05
PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT
LOCKING DEVICE AVAILABLE UPON REQUEST
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130VERONAAVE
NYLOPLAST HAS PROPRIETARY RIGHTS, THE RECEIPT BUFORD, GA 30518
DUCTILE IRON
OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3A-06 PHN (770)932.2M5
TRANSFER, OR LI CENSE THE USE OF THE DESIGN OR Nolo last FAX (770) 932.2490
TE CNN ICAL INFORMATION SHOWN HEREIN REVISED BY ESC PROJECT NO.INAME ✓ """.OyloPlasl-us.com
REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE
CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 3.10.11
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 301N DOME GRATE
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST. sr DWG SIZE A SCALE 1:8 SHEET 1 OF 7 1 DWG N0, 7001-110-223 REV D
3099CGS
APPROX, DRAIN AREA= 324.00 SO IN
APPROX. WEIGHT WITH FRAME 237.00 LBS
...... .. r.... 1,75
3.25
DIMENSIONS ARE FOR REFERENCE ONLY
ACTUAL DIMENSIONS MAY VARY
DIMENSIONS ARE IN INCHES
GRATE MEETS H-20 LOAD RATING
QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50.05
PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT
LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO.
7001-110-022
031,87 036,00
SUGAR CREEK
WINERY - OUTDOOR
PATIO
111 W. MAIN STREET
SUITE 165
CARMEL, INDIANA
� .. COMST0,,,��
;�,`��.G�STfRFo c��'%
No.
* 11500688
STATE OF
NAL E\\��
CERTIFIED BY
ISSUANCE INDEX
DATE:
04/25/2018
PROJECT PHASE:
TENANT IMPROVEMENT
REVISION SCHEDULE
NO. DESCRIPTION DATE
Project Number 2018.00456
SITE DETAILS
C400