city of melissa date standard drawing no

FLOW

ANGLE FIRST STAKETOWARD PREVIOUSLYLAID BALE

WIRE OR NYLONBOUND BALESPLACED ON THECONTOUR

FLOW

TWO STAKES PER BALE(STAKES 6" MIN. INGROUND)

EMBEDDING DETAIL

ANCHORING DETAIL

4" VERTICALFACE

BALE BINDINGS ARENOT TO BE BURIED

N.T.S.

N.T.S.

M* - CITY OF MELISSA REVISION

STRAW BALE DIKECITY OF MELISSA

NCTCOG STANDARD SPECIFICATION REFERENCE

STANDARD DRAWING NO.DATE

11/13/08 1010AM*

201

STRAW BALE DIKE GENERAL NOTES:

1. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OFFOUR INCHES.

2. BALES SHALL BE SECURELY ANCHORED IN PLACE BY 2" X 2"WOOD STAKES DRIVEN THROUGH THE BALES. THE FIRST STAKEIN EACH BALE SHALL BE ANGLED TOWARD THE PREVIOUSLY LAIDBALE TO FORCE THE BALES TOGETHER.

3. INSPECTION SHALL BE MADE EVERY TWO WEEKS AND AFTEREACH 1/2" RAINFALL EVENT. REPAIR OR REPLACEMENT SHALL BEMADE PROMPTLY AS NEEDED BY THE CONTRACTOR.

4. WHEN SILT REACHES A DEPTH OF 6 INCHES, IT SHALL BEREMOVED AND DISPOSED OF IN AN APPROVED MANNER.

5. AFTER THE DISTURBED AREAS OF THE SITE ARE COMPLETELYSTABILIZED, THE BALES SHALL BE REMOVED AND DISPOSED OFAT AN APPROVED SPOIL DISPOSAL SITE.

STRAW BALE DIKECITY OF MELISSA




11/13/08 1010BM*

201

1

1

NOTES:

1. ALL MATERIAL TO MEET MANUFACTURER'S SPECIFICATIONS.

TYP.

WATER FLOW

600mm (24") TYP.

FILTER BERM

EXISTING GROUND

2. THE CONTRACTOR SHALL MAINTAIN THE COMPOST FILTER BERM IN A FUNCTIONAL CONDITION AT ALL TIMES AND IT SHALL BE ROUTINELY INSPECTED.

3. WHERE THE BERM REQUIRES REPAIR, IT WILL BE ROUTINELY REPAIRED.

4. THE CONTRACTOR SHALL REMOVE SEDIMENTS COLLECTED AT THE BASE OF THE BERM WHEN THEY REACH 1/3 OF THE EXPOSED HEIGHT OF THE BERM, OR AS DIRECTED BY THE ENGINEER.

5. THE COMPOST FILTER BERM WILL BE DISPERSED ON SITE WHEN NO LONGER REQUIRED, AS DETERMINED BY THE ENGINEER.

WORK AREA

AREA TO BE PROTECTED

WATER FLOW

TYPICAL BERM FOR MINIMAL GRADES SHOWN.FOR STEEPER GRADES, I.E. 2:1 SLOPES INCREASE BERM SIZE AS DETERMINED ONSITE BY ENGINEER.

FILTER SOCK, SIZED TO SUIT CONDITIONS.12" TO 18" (300mm TO 450mm) TYPICAL.

BERM OPTION: SOCK OPTION:

WATER FLOW

FILTER COMPOST MATERIALAS PER SPECIFICATIONS.

12" T

YP.

12" T

YP.

EROSION CONTROL BERMCITY OF MELISSA




1020AM*11/13/08

201

FLOWSTAKES AS REQUIRED.

FLITER SOCK SIZING TO SUIT CONDITIONS, (8" TO 18" TYPICAL)

EXCESS SOCK MATERIALTO BE DRAWN IN ANDTIED OFF TO STAKE AT

COMPOST FILLER MATERIALPER SPECIFICATIONS.

NOTES:

1. ALL MATERIAL TO MEET CITY OF MELISSA SPECIFICATIONS.

2. COMPOST MATERIAL WILL BE DISPERSED ON SITE WHEN NO LONGER REQUIRED, AS DETERMINED BY THE CITY ENGINEER.

DITCH PROTECTIONCITY OF MELISSA




201

1040AM*11/13/08

1. ALL MATERIAL TO MEET CITY OF MELISSASPECIFICATIONS.2. THE CONTRACTOR SHAL MAINTAIN THECOMPOST FILTER SOX IN FUNCTIONALCONDITION AT ALL TIMES AND IT SHALL BEROUTINELY INSPECTED.

12" CHANNEL SOX

USE SUFFICIENT CHANNEL SOX TOCOMPLETELY LINE AREA OF WATERFLOW

CHANNEL SOX PLACED INEXISTING CHANNEL

EMBED CHANNEL SOX ENDS ASREQUIRED TO DIRECT FLOWINTO CHANNEL AND HOLD ENDSIN PLACE.

STAKE CHANNEL SOX TO SOIL EVERY5-10' AS NEEDED TO PREVENTMOVEMENT.

WATER FLOWDIRECTED OVER TOPOF CHANNEL SOX

STAKE CHANNEL SOX TO SOIL EVERY5-10' AS NEEDED TO PREVENTMOVEMENT.

END VIEW

NOTES:

FLOW

SIDE VIEW

WATER CHANNEL DEPTH VARIES WITH CHANNELWIDTH AND SLOPE OF SIDEWALLS.

CHANNEL EROSION CONTROLCITY OF MELISSA




11/13/08 1040BM*

201

CURB

CATCHMAN HOLE

SOCK TO BE CLOSED ANDSECURED WITH HOG RING.

MH

CU

RB

CB

8" INLET FILTER SOCK TYP.

CB

EXCESS SOCK MATERIALTO BE DRAWN IN ANDTIED OFF TO STAKE ATBOTH ENDS.

8" INLET


SOCKS TO BE SECUREDTOGETHER AT CORNERS

SECURE SOCKS TO GRATEWITH RUBBER TIE-DOWNS.

MANHOLE CATCH BASIN CATCH BASIN



FOR USE IN TIGHTER AREAS,

WITH HOG RINGS OR WIRE.

NOTES:

1. ALL MATERIAL TO MEET CITY OF MELISSA SPECIFICATIONS.2. SECURE INLET FILTER SOCK TO GROUND AT EACH END.

BASIN

CURB

FILTER SOCK(TYP.)

CU

RB

(OPTION "A") (OPTION "B")NARROW ROADS ETC.

INLET PROTECTION FILTER BARRIERSCITY OF MELISSA




201.14

11/13/08 1120M*

city of melissa date standard drawing no

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