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TYPICAL CURB BOX
INLET FILTER
STANDARD 2"
OVERFLOW AREA
LIFT
HANDLES
�- STAINLESS
STEEL
Z CURB CLAMPING
ZD FLAP BAND
MAGNETIC
DOWNS
REPLACEABLE SEDIMENT
BAGS WITH GEOTEXTILE
FILTER FABRIC
TYPICAL FLAT/RECTANGULAR/ROLLED CURB
INLET FILTER
11 GAUGE STEEL
SUSPENSION SYSTEM
op
TYPICAL ROUND
INLET FILTER
11. RE GRATE
2. DROP FLEXSTORM INLET FILTER
ONTO LOAD BEARING UP OF
CASTING OR CONCRETE STRUCTURE
3. REPLACE GRATE
A
0
r
SLOPE
FLEXSTORM Inlet Filter Specifications
WOVEN Geote)dile Sediment Bag Specs (2 ft'vol)
Material Property
Test Method
Value (ate)
Grab Tensile
ASTM D 4632
255 x275
Puncture Strength
ASTM D 4833
135 lbs
Trapezoidal Tear
ASTM_D 4533
75 lbs
UV Resistance
ASTM D 4355
90%
App Open Size (AOS)
ASTM D 4751
20 sieve
Permittivity
ASTM D 4491
1.5 / sec
Water Flow Rate
ASTM D 4491
200 gpm/sgft
Sediment Removal
6. Efficiency (8% mix)
'�� D 7351
82%
ma
ALL PRODUCTS MANUFACTURED
BY INLET do PIPE PROTECTION, INC
DISTRIBUTED BY ADS
WWW.INLETFILTERS.COM
287-8655 PH
630 355-3477 FX
I FO INLETFILTERS.COM
MUM
QA
MFG I866
APPROM
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C
FLOWORM-SPECS
2
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NOTE:
EXTEND ROCK DONUT UNTIL TOP MEETS
EXISTING GRADE AT THE SAME ELEVATION.
A
J
SECTION A -A
ROCK DONUT DETAIL
NO SCALE
STABILIZATION
PRACTICE: JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC.
PERMANENT q • //// I //// • •/ I / ► —
SEEDING
TEMPOSEEDING D —*///I ///•—►
MULCHING
A = KENTUCKY BLUEGRASS 40X, TURF TYPE TALL FESCUE 40X, ANNUAL RYEGRASS 20%
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 PLUS 90 LBS. STRAW MULCH PER 1000 SQ.FT.
D = ANNUAL RYEGRASS (1 LB. PER 1000 SQ. FT.)
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 FERTILIZER APPLIED
400-600 LBS. PER ACRE OR AS SPECIFIED.
SEEDING SCHEDULE
NO SCALE
L` 3
00
i
30
Uj
°oma
L 50' � 1 25'
® 1%
® 2%
PROFILE I
NOTE:
1. STONE SIZE SHALL CONFORM TO ASTM D48
SIZE #1 (1 1/2' TO 3 1/2" DIA.).
2. GEOTEXIILE FABRIC SHALL BE PLACED BENEATH
THE STONE LAYER.
3. PERIODIC 2" STONE TOP DRESSING & WASHING
AS REQUESTED BY COUNTY/CITY.
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
CONSTRUCT DIVERSIONARY DITCHES
IF STOCKPILE RESTRICTS UPSTREAM
DRAINAGE FLOW --�
SLOPE CHECK
SILT FENCE -
DITCH CHECKS REQUIRED
EVERY 400'
STOCKPILE EROSION CONTROL
NO SCALE
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W
SEDIMENT TRAP
STONE OUTLET
(SEE DETAIL)
SLOPE CHECK
SILT FENCE
12'X15'
CONCRETE WASHOUT DETAIL
NO SCALE
EROSION CONTROL BLANKET REQ'D.
NORTH AMERICAN GREEN SC150 OR EQUAL
BLANKET TO BE STAPLED IN PLACE
15'-0" WITH STAPLES AT 2 PER SQUARE YARD.
SC -150 - - EDGE OF BLANKET SHALL BE
EDGE OF BLANKET SHALL BE 7'-0" - BE ANCHORED IN A 6" DEEP
BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH.
X 6" WIDE TRENCH. 4:1 MAXIMUM SLOPE
PROPOSED DITCH
VARIES EDGE OF BLANKET SHALL BE ANCHORED IN A
12" DEEP X 6" WIDE TRENCH.
NOTE: ALL EROSION CONTROL BLANKETS SHALL BE INSTALLED
PER MANUFACTURER'S RECOMMENDATIONS BASED ON THE
PROPOSED TYPE AND USE.
TYPICAL EROSION CONTROL BLANKET
NO SCALE
SLOPE CHECK
GROUND
LINE
NON -WOVEN —J
FILTER FABRIC
EXTENDS INTO TRENCH
BACKFILL
DITCH CHECK
POST FABRIC OVEN
JOINING FENCES
PAr N - EXISTING
SOIL
6" X 6" TRENCH BOTTO�OF
WHEN JOINING TWO OR MORE
DITCH SILT FENCES WRAP THE TWO
END POSTS TOGETHER AND
SILT FENCE DETAIL
DRIVE INTO THE GROUND TOGETHER
NO SCALE
TA AI
WOOLPERT
MKM 6WW'nK I iwwrp =R&
7635 Interactive Way
Suite 100
Indianapolis, IN 46278
317.299.7500
FAX: 317.291.5805
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WOOLPERT
MKM 6WW'nK I iwwrp =R&
7635 Interactive Way
Suite 100
Indianapolis, IN 46278
317.299.7500
FAX: 317.291.5805
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WOOLPERT
MKM 6WW'nK I iwwrp =R&
7635 Interactive Way
Suite 100
Indianapolis, IN 46278
317.299.7500
FAX: 317.291.5805
SHEET NO.
C600
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SHEET NO.
C600