HomeMy WebLinkAboutC503 - SWPPP DETAILSPVC VENT
2'-0" or T-On
at center
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Subject to compliance with all regulations Disclaimer:
of State and Local Codes The information presented herein is general design information only. For specific applications,
City of Camel consult an independent professional for further design guidance.
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00-772-2 40 Drawn on: 5-4-17
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#5 or #8 Stone NOTES:
O Riprap ditch check dams shall be spaced such
that the top of the downstream check dam is
at the same elevation as the toe of the adjacent
upstream check dam.
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I INDIANA DEPARTMENT OF TRANSPORTATION I
TEMPORARY CHECK DAM
REVETMENT RIPRAP
SEPTEMBER 2012
r #B Stone
STANDARD DRAMNG NO. E 205-TECD-01
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SLIPERV150111, RenuwAY sraso DATE
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STATE OF
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CHIEF ENGINEER DATE
DATE: 07/22/19
SLOPE
INSTALLATION
DETAIL
1. Prepare soil before installing rolled
erosion control products (RECPs),
including any necessary
application of lime, fertilizer, and
seed.
2. Begin at the top of the slope by
anchoring the RECPs in a
6"(15cm) deep X 6"(15cm) wide
trench with approximately 12"
(30cm) of RECIPE extended beyond
the up -slope portion of the trench.
Anchor the RECPs with a raw of
staples/stakes approximately 12"
(30cm) apart in the bottom of the
trench. Backfill and compact the
trench after stapling. Applyseecto
the composed soil and fold the
remaining 12"(30cm) portion of
RECPs back over the seed and
compacted soil. Secure RECPs
over compacted soil with a row
of staples/stakes spaced
approximately 12"(30cm) apart
across the width of the RECPs.
3. Roll the RECIPE (A) down or (B)
horizontally across the slope.
RECPs will unroll with appropriate
side against the soil surface. All
RECPs must be securely fastened
to sail surface by placing
stapes/stakes in appropriate
locations as shown in the staple
pattern guide.
4. The edges of parallel RECPs must
be stapled with approximately 2" -
5" (5-12.5cm) overlap depending
on the RECPs type.
5. Consecutive RECPs spliced down
the slope must be end over end
(Shingle style)with an approximate
3"(7.5cm) overlap. Staple through
overlapped area, approximately
12"(30cm) apart across entire
RECPs width.
In loose sail conditions, the use of
staple or stake lengths greater than
6"(15cm) may be necessary to
properly secure the RECP's.
FLOAT WC VENT PIPE
%
WATER ENTRY UNIT
END VIEW
SCHEDULE 40 WC PIPE
(BARREL OR ARM)
FLOAT
FLEXIBLE HOSE L = 1.4 X DEPTH
1 /t TO THE OVERFLOW
J MNMY UNGTH APPLES
➢UL11
SIDE VIEW
(NO SCALE)
NOTE: PROPOSED SKIMMER SHALL BE A FAIRCLOTH SKIMMER OR EQUIVALENT
SKIMMER SPECIFICATIONS
SKIMMER DIAMETER
SIZE (INCHES)
SKIMMER ORIFICE
DIAMETER (INCHES)
SKIMMER
LENGTH (FEET)
TEMPORARY SEDIMENT BASIN
PIPE DEWATERING CONTROL SYSTEM
NOT TO SCALE
TYPICAL CURB
BOX INLET FILTER
TOP VIEW
TEMPORARY SEDIMENT CONTROL
RISER PIPE DETAIL
NOT TO SCALE
WATER ENTRY UNIT WITH
TRASH SCREEN
IBn1:{111Ryaylg
E 40 WC PIPE
OR ARM)
FLEXIBLE HOSE
2" /�LIFf HANDLES 11 GAUGE STEEL
EA / \ FSUSPENSION SYSTEM
DC RRABP \-STAINLESS STEEL
MAGNETIC CLAMPING BAND
)OWNS 9—DI v MCDI APPAPH P
GEOTEXTILE FILTER FABRIC.
TYPICAL RECTANGULAR TYPICAL ROUND
INLET FILTER INLET FILTER
NOTE
1. CONTRACTOR TO USE BELOW GRATE INLET PROTECTION WITHIN THE RIGHT—OF—WAY.
2. BELOW GRATE INLET PROTECTION IS TO BE FLEXSTORM CATCH —IT INLET PROTECTION OR
EQUIVALENT.
INSTALLATION:
1. REMOVE STORM SEWER GRATE.
2. PLACE THE INLET PROTECTION ONTO LOAD BEARING LIP OF CASTING OR CONCRETE
STRUCTURE.
3. REPLACE STORM SEWER GRATE.
MAINTENANCE:
1. INSPECT DAILY.
2. REMOVE AND DISPOSE OF ACCUMULATED SEDIMENT AND DEBRIS AFTER EACH STORM EVENT.
3. REMOVE INLET PROTECTING WHEN DRAINAGE AREA HAS BEEN STABILIZED.
BELOW GRATE INLET PROTECTION
NOT TO SCALE
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