HomeMy WebLinkAboutTED4003193.15SE 114, SEC, 14, TWP, 2J N., M t. -D t., W. M.
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JOINTS IN FILTER FABRIC SHALL BE SPLICED EQUIVALENT, IF STANDARD
A T POSTS USE STAPLES, WIRE RINGS, OR STRENGTH FABRIC USED.
FLATTEN SLOPE TO 4:1
NHER£ SWALE CROSSES ACCESS
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NOTICE OF
PROPOSED
EQUIVALENT TO ATTACH FABRIC TO POSTS.
CONSTRUCTION
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KING COUNTY
FIL TER FABRIC
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Deportment of Development
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& Environmental Services
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900 Ooksdale Ave SW
Renton, WA 98055-1219
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TYPE OF ACTION :
SUBDIVISION
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PROJECT NO.
L01POO16A, L03RE038
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RIPRAP SHALL BE REASOWABL Y
12" MlN/MU
DESCRIPTION :
PROJECTED COMPLETION DATE :
70 LOT PLAT
ESTIMATED 8/04
MINIMUM 4 x4 TRENCH
e 6' MAX.
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NELL GRADED AS FOL�LO#S•
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NOTE. GRADE THE ENTRANCE THICKNESS
HOURS OF CONSTRUCTION
7AM-10PM WEEKDAYS
(POST SPACING MAY BE _ BACKFILL TRENCH WITH
"-1.
MAX/MUM STONE SIZE 12 INCHES
"
AREA 12 LOWER THAN
SUBGRADE PRl R TO
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4 - 8 QUARRY SPALLS
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9AM-10PM WEEKENDS
INCREASED TO 8' IF NA TI VE SOIL OR J14 5"
MEDIAN STONE SlZ£.° 8 INCHES
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KING COUNTYS CONTACT PERSON
ASSIGNED STAFF
WIRE BACKING /S USED WASHED GRA VEL.
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MINIMUM STGtiNE SIZE 2 INCHES
PLACING QUARRY SPALLS
GEOTEXTILE
PHONE NUMBER
(206) 296-0000
DEVELOPERS CONTACT PERSON :
KURT ILSON
KURT WILSON
X4" WOOD POSTS, STEEL FENCE
ROCK -LINED SWALE DETAIL
STABILIZED
CONSTRUCTION ENTRANCE
PHONE NUMBER
16
Posrs, REBAR, OR EQUIVALENT
AFTER BUSINESS HOURS FOR
NO SCALE
No SCALE
ENVIROMENTAL OR SAFETY
NOTE- FIL TER FABRIC FENCES SHALL BE
RELATED EMERGENCIES:
1-888-437-4771
INSTALLED ALONG CONTOUR WHENEVER POSSIBLE
48"
NOTICE OF CONSTRUCTION
ACTIVITYSIGN
NO SCALE
Notice Board Construction Specifications•
The notice board shall be constructed with 4°x4'x1/2" plywood, exterior grade, good surface one side.
Professionally prepared plastic board overlays, permanently affixed to the board are permissible.
The notice board shall display the information as shown in the figure and as specified of the pre -
construction meeting. Notice boards may be reused but they must be clean and show no
evidence of former wording.
1. Lettering style.• Hehetico or similar standard typeface
2. Lettering size.- Title should be 3" capital letters (NORCE OF PROPOSED CONS7RUC7701V
AC77WTY) Other letters should be 2" letters See illustration
above for use of capital and lowercase letters
3. Lettering.- Block (permanent ink or silk-screen)
4. Background Color.° Mhite
5. Logo: King County emblem, In block
The applicant/developer shall erect the notice board by solidly setting two 4"x4" posts 12 to 24
inches into the ground- or structurally attaching it to on existing building. Post length shall be at
least 7 feet above ground. Two 2"x4" diagonal braces should be nailed to the inside back of the
posts and staked at the ground to provide stability against wind or soft soil conditions if posts
are less than 24 inches into the ground.
The notice board shall be attached to the posts with four lag bolts and washers (3/8 inch did.
and 3" long)
Notice Board Location.'
The notice board shall be located.•
• At the midpoint on the site street frontage or as otherwise directed by DOES staff
maximize visibility.
• At a location 5 feet inside the street property line; o notice board structurally
attached to on existing building shall be exempt from the setback provisions,
provided that the notice board is located not more than 5 feet from the property
line without opproval from DOES staff.
• So that the top of the notice board is between 7 to 9 feet above grade.
• So that it is totally visible to pedestrians
Maintenance and Remov& of Notice Board -
The applicant/de►Woper shall maintain the notice board in good condition throughout
the site improvement construction period, which shall extend through the time of final
construction approval by King County DDES or its successor agency or �irisdiction.
The notice board shall be removed within 14 days after final constrcction opprowl.
Early removal of the notice board my result in enforcement actions authorized under
King County Cod% Title 23 and may delay final construction opprowl.
NO TES-
1. The geotextile used must meet the standards listed below. A copy of the
manufacturer's fabric specifications must be available on -site.
AOS (ASTM D-4751) = 30-100 sieve size (0.60-0.15 mm) for slit film
50-100 sieve size (0.30- 0.15 mm) for other fabrics
Water Permittivity (ASTM D-4491) = 0.02 SEC min.
Grob Tensile Strength (ASTM D-4632) = 180 lbs min. for extra strength fabric
100 /bs min. for standard strength fabric
Grab Tensile Elongation (ASTM D-4632) = 30X max.
Ultraviolet Resistance (ASTM D-4355) = 7OX min.
2. Standard strength fabric requires wire backing to increase the strength of the fence.
Wire backing or closer post spacing may be required for extra strength fabric if
field performance warrants a stronger fence.
J. Where the fence is installed, the slope shall be no steeper than 2H.• IV
X MIN.
--; - LEVEL BERM
3. MAX >�\i� r\\\i\�\i:�i\�///\�.�,ql
1.25' MIN. IF CONSTRUC77NG IN FILL,
THE BERM SHALL BE
CCWPACTED TO AT LEAST
90X OF MAX/MUM DEN,9TY
INTERCEPTOR SWALE DETAIL
NO SCALE
SIL T FENCE DETAIL
NO SCALE
RISER PIPE (PRINCIPLE SPILL WA Y)
OPEN AT TOP WITH TRASH RACK
PER KCSNOM FIG. 5. J 1. C W/ 4'
0. C. MAX SPACING AROUND
STEEL LONER BAND.
PROVIDE ADf_00 TF
THE SUMP BEHIND THE ROCK CHECK DAM STRAPPING
SHALL BE INSPECTED AND CLEANED WHEN R11 YETHYLENE CAP
COLLECTED DEBRIS EXCEEDS 0.5 FEET.
----2' 4" ROCK
SEE -----
SEC77QN B L FLOW A PERFORATED POLYETHYLENE ___-_
1 ? / /\/\\/\� j\\/\ \//�\ j DRAINAGE TUBING, DIAMEIFR _____ WA 1FR17GMT
FLOW �' \�/.\�/.\�/.\�/. \�/. �T MIN. 2" LARGER THAN COUPLING
1 L_ DEWA IERING ORIFICE. TUBING _____
CHECK DAM SHALL SHALL C6UPL Y WITH ASTM
BE KEYED INTO SWALE
F667 AND AASHTO M294.
L = THE DISTANCE SUCH THAT A MINIMUM OF 1'
------------- -- r-
POINTS A AND B ARE OF EQUAL �6' MIN.
ELEVA 7TOW.
DEWA TFRING QRIFICE,
ROCK MUST COMPLETELY SCHED. 40 STEEL STUB 2 5'
COVER THE BOTTOM AND 24 MIN. 1-118" DIAMETER
SIDES OF THE DITCH
SEC TION EL. 452.50 (0 2 /E)
ROCK CHECK DAM
NO SCALE
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18" DIA.
COf?RUGA TED
METAL RISER
TACK
MELD
r- 6 ` MIN
18' IC 450.50
(DISCHARGE TO CB 2)
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80T. & 450. 00 18" MIN.
CONCRETE BASE �` AL TERNA I11EL Y, METAL
MIRE -BACKED Sk T FENCE, STAKES AND WRE MAY
STAKED HA YBALES WRAPPED BE USED TO PREVENT
WTH FILTER FABRIC OR I J6" DIA. MIN. FLOTA77CN.
EQUIVALENT DIVIDER.
(INTAKFV)
TEMPORA R Y SEDIMENT POND RISER DETAIL
NO SCALE
STANDARD STRENGTH
FIL TER FABRIC --\
GRA lF
NOTE.• ONLY TO BE USED WHERE
PONDING OF WATER ABOVE THE
CATCH BASIN WILL NOT CAUSE
7RAFF/C PROBLEMS AND WHERE
OVERFLOW WILL NOT RESUL T IN
EROSION OF SLOPES.
Main ten an ce Standards
1. Any accumulated sediment on or around the filter fabric protection shall
be removed immediately. Sediment shall not be removed with water, and
all sediment must be disposed of as frll on -site or hauled off -site.
2. Any sediment In the catch basin insert shall be removed when the sediment
has filled one-third of the owilab/e storage. The filter media for the insert
shall be cleaned or rep/aced of least monthly.
3. Regular maintenance is critical for both forms of catch basin protection.
Unlike many forms of protection that fail gradually, catch basin protection
will foil suddenly and completely if not mointdined properly.
INLET FILTER FOR CBs
NO SCALE
R-319316
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C040LEn6W DATE
S£ANGM7 EN
C6M0LETI0W DATE
H. SANDERS, P.E.
0CWL09kfNT ENQWEER
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APPRavAc DATEDA7E
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PROJECT NUMBER
04009
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