HomeMy WebLinkAboutLarge FormatWASHINGTON STATE
DEPARTMENT OF NATURAL RESOURCES
28329 S. E. 448th Street
P. 0. Box 68
Enumclaw, WA 98022-0068
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DEVELOPMENT PLANNING
CITY OF RENTON
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FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS:
USE STAPLES OR WARE RINGS TO ATTACH FABRIC
TO WIRE.
WIRE MESH SUPPORT FENCE
FOR SLIT FILM FABRICS
II II II
2" X 2" POST—�
AT 6' O.C. MAX II I I I I
II II II
II II II
I
I II II
II II it
II II II
U U U
BURY BOTTOM OF FILTER MATERIAL
IN 8" BY 12" TRENCH
FILTER FABRIC MATE
WIRE MESH SUPPORT FENCE
FOR SLIT FILM FABRIC
PROVIDE WASHED GRAVEL —
BACKFILL OR COMPACTED
NATIVE SOIL AS DIRECTED
BY PIERCE COUNTY
2"X 2" WOOD I ,,.. .
STANDARD OR BETTER
OR EQU I VALEN T
2"X 2" WOOD POST
STANDARD OR BETTER
OR EQUIVALENT
6"
1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT
TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN
JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER
ONLY AT A SUPPORT POST, WITH A MINIMUM 6—INCH OVERLAP, AND
BOTH ENDS SECURELY FASTENED TO THE POST.
2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN
SECURELY INTO THE GROUND A MINIMUM OF 30 INCHES
(WHERE PHYSICALLY POSSIBLE)
3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12
INCHES DEEP ALONG THE FILTER FABRIC TO BE BURIED. THE TRENCH
SHALL BE CONSTRUCTED TO FOLLOW THE CONTOUR.
4. WHEN SLIT FILM FILTER FABRIC IS USED, A WIRE MESH
SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE
OF THE POSTS USING HEAVY—DUTY WIRE STAPLES AT LEAST 1 INCH
LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE
TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36
INCHES ABOVE THE ORIGINAL GROUND SURFACE.
5. SLIT FILM FILTER FABRIC SHALL BE WIRED TO THE FENCE, AND 20 INCHES. -
OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHAD
NOT EXTEND MORE THAN 36INCH-S ABOVE THE ONGINAL GROUND SURFACi
FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. OTHER TYPE'
OF FABRIC MAY BE STABLED TO THE FENCE.
6. WHEN EXTRA —STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE
USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH
A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE
POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE "5" APPLYING.
EXTRA CARE SHOULD BE USED WHEN JOINING OR OVERLAPPING THESE
STIFFER FABRICS.
7. LOCAL GOVERNMENTS MAY SPECIFY THE USE OF PROPERLY COMPACTED
NATIVE MATERIAL IN MANY INSTANCES, THIS MAY BE THE PREFERRED
ALTERNATIVE BECAUSE THE SOIL FORMS A MORE CONTINUOUS CONTACT
WITH THE TRENCH BELOW, AND USE OF NATIVE MATERIALS .CUTS DOWN
ON THE NUMBER OF TRIPS THAT MUST BE MADE ON AND OFF SITE.
IF GRAVEL IS USED INSTEAD, THE TRENCH SHALL BE BACKFILLED WITH
3/4—INCH MINIMUM DIAMETER WASHED GRAVEL. CARE MUST BE TAKEN
WHEN USING GRAVEL TO ENSURE GOOD CONTACT BETWEEN THE FABRIC
AND THE TRENCH BOTTOM TO PREVENT UNDERCUTTING.
8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED
THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN
PERMANENTLY STABILIZED. RETAINED SEDIMENT MUST BE REMOVED AND
PROPERLY DISPOSED OF, OR MULCHED AND SEEDED.
FILTER FABRIC FENCE DETAIL AND NOTES
N.T.S.
SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DAT'_
ORIG I HGI/DED 12.15.97
CATCH BASIN OR INLET GRATE
USUALLY WSDOT STD PLAN B—
�BOE/NG'
TEMPORARY PERMEABLE FILTER BAG
AS MANUFACTURED BY ATLANTIC
CONSTRUCTION FABRICS, INC.(800-44E.-3636)
OR APPROVED.
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b
FOR LIFTING
MAXIMUM SEDIMENT
ACCUMULATION
ALLOWED = 1 FT
TEMPORARY SEDIMENT TRAP
TYPICAL DETAIL /l_"�
SCALE: NONE
C305,C306,C315 1 C539
EROSION /SEDIMENTATION CONTROL NOTES:
1. ON —SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR, ANY PROBLEMS OCCURRING BEFORE FINAL
ACCEPTANCE OF THE STORM SYSTEM BY THE ENGINEER SHALL BE
CORRECTED BY THE APPLICANT.
2. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY
OWNERS, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL
AGGRAVATE THE SITUATION IN THE FUTURE, MUST CEASE AND THE
'CONTRACTOR WILL IMMEDIATELY COMMENCE RESTORATION
METHODS. RESTORATION ACTIVITY WILL CONTINUE UNTIL SUCH TIME
AS THE AFFECTED PROPERTY OWNER IS SATISFIED.
3. ALL EROSION AND SEDIMENTAION CONTROL DEVICES SHOWN ON THIS
DRAWING SHALL BE INSTALLED PRIOR TO OR AS THE FIRST STAGE OF
SITE PREPARATION.
4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL
MEASURES AS SHOWN ON THIS DRAWING NOT PROVE ADEQUATE TO
CONTROL EROSION AND SEDIMENTATION, THE , fCONTRACTOR
SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT
ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES,
AND/OR STORM DRAINAGE SYSTEMS.
5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION. AND WHERE NO
FL:...,�.. t�U.%IN .v r�i.vIC11�A U rvll A 1 CRIVU OF :00 14NT5 UK MCiRC,
ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH
MULCHING, GRASS. PLANTING, OR OTHER APPROVED EROSION CONTROL
TREATMENT APPLICABLE TO THE TIME OF YEAR IN, QUESTION. GRASS
SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF
APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED,
HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE
'CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING,
NETTING, OR OTHER TREATMENT.
6. ALL WORK ASSOCIATED WITH STABILIZING THE DISTURBED AREAS SHALL
BE IN ACCORDANCE WITH SECTION 8-01 OF THE 1988 STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION,
OR THE LATEST VERSION'
7. THE NECESSARY FACILITIES SHALL BE MAINTAINED ON SITE TO
PREVENT DEBRIS, DUST, AND MUD FROM ACCUMULATING.
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Harris Group Inc.
APPROVED DATE PROJECT
E• D DED / / 12.15.97 97.
DRAWN DATESUBTITLE CURRENT REVISION SYMBOL DATE
ORIG
12
ACCEPTABILITY G. SUTHERLAND 12.9.97 STANDARD DETAILS.1
z 1 THIS DESIGN AND/OR CHECKED_
SPECIFICATION IS APPROVED SHEET
S ' WATER MAIN REHAB. PHASE 5`;
31741 ` :w� APPROVED BY DEPT. DATE D, DORMIER + ""��c-.
.F+ t; CHECKED tii �`� C500
S�CI ����~ ROVED RENTON SITE v �%'ar � "�°" JOB NO. COMP NO.
TONAL
J#972198-00
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EXPIRES: 12 .�, �,—
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