15-104762 (2)48" MAX
An
EXISTING S-
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4 SCALE: 1 /2" = I '-0"
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JOINTS IN FILTER FABRIC SHALL BE SPLICED
AT POSTS. USE STAPLES, WIRE RINGS, OR
EQUIVALENT TO ATTACH FABRIC TO POSTS.
NOTE: FILTER FABRIC FENCES SHALL BE
INSTALLED ALONG CONTOUR WHENEVER POSSIBLE
SILT FENCE DETAI L
0C,/1LC: 1 /2" = 1 '_0"
\\AG �OpO
E
R = 25' MIN.
Lareci
Filer F
ids15' cam. va;
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INSTALL DRIVEWAY CULVERT IF THERE
E'CtWN IS A ROADSIDE DITCH PRESENT, AS
Nn PER KING COUNTY ROAD STANDARDS
K P P R O V E D 4"-8" QUARRY SPALLS
CITY OF FEDERAL WAY
LB
BLI WORK D PARTMENT
� GEOTEXTILE
TING 5TRUCTURE TE
2"x2" BY 14 Ga, WIRE OR
EQUIVALENT, IF STANDARD
STRENGTH FABRIC USED
FILTER FABRIC -----�
✓ INIMUM 4"x4" TRENCH
BACKFILL TRENCH WITH /
NATIVE SOIL OR 3/4"-1 .5"
WASHED GRAVEL
WOOD POSTS, STEEL FENCE /
POSTS, REPAR, OR EQUIVALENT
00
AS PER KING COUNTY ROAD STANDARDS,
DRIVEWAYS SHALL BE PAVED TO THE EDGE
OF R-O-W PRIOR TO INSTALLATION OF THE
CONSTRUCTION ENTRANCE TO AVOID
DAMAGING OF THE ROADWAY
IT IS RECOMMENDED THAT THE
ENTRANCE BE CROWNED SO THAT
RUNOFF DRAINS OFF THE PAD
1 2" MIN. THICKNESS GilPROVIDE FULL WIDTH OF
"
i>'��twU� INGRESS/EGRESS AREA
CONSTRUCTION ENTRANCE
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LU_ PER KL5WDM9 APPENDIX C,
RE5IDENCE O m SINGLE-FAMILY EROSION CONTROL REQUIREMENTS
(\ SANDY LOAM RE
180t11 Ln �� I 5 380 4-4ALL PROJECTS THAT WILL CLEAR GRADE; OR OTHERWISE DI 0
' 1 z CF OF DRY ELL PER SF SE THE SITE MUST PROVIDE TEMPORARY EROSION AND SEDIMENT
CONTROL (TESC) MEASURES TO PREVENT THE TRANSPORT OF SEDIMENT 1 - 192 � I `� I � � z I OO OS F NT FROM THE SITE TO DRAINAGE FACILITIES, STREAMS, M
W
� � � _ O� INSTALLEDL AND MAINTAJACENT INED NED INACCORDANCEOPE
NWITIi THSTREETS. AT A MINIMUM, THE FOLLOWING TESC MEASURES SHALL BE `
M PERVIOUS AREAE 2009 KING COUNTY SURFACE WATER DESIGN MANUAL
LOWER FLOOR EL: 180.0 (KCSWDM) AND FEDERAL WAY REVISED CODE (FWRC).
MAIN FLOOR EL: 1 91 .co
1 2" DEC TO BE REMOVED <. GARAGE EL: 189.5
• PRIOR TO ANY CLEARING OR GRADING, SILT FENCING SHALL BE INSTALLED DOWN SLOPE OF ALL AREAS TO BE DISTURB
DETAIL). ED (SEE ATTACHED
I94
UTILITY EASEMENT PRIOR TO ANY CLEARING OR GRADING, DOWNSTREAM STORM DRAIN INLET PROTECTION SHALL BE INSTALLED
6" DEC TO BE REMOVED 182 ..�■
1 MATERIALS OF ANY KIND, A STABILIZED CONSTRUCTION LE TRANCES SHALL I STAL EID. ^'
PRIOR TO ANY DELIVERY OF MATE �
I THE ENTRANCE SHALL BE A MINIMUML.
TEN FEET IN AREA, WITH TWO TO FOUR INCH QUARRY SPALLS ONE FOOT DEEP. � W
TEMPORARY AND PERMANENT COVER MEASURES SHALL BE PROVIDED TO PROTECT DISTURBED AREAS. TEMPORARY COVER SHALL
UTILITY EASEMENT CONC. DRIVEWAY BE
INSTALLED IF A DISTURBED AREA IS TO REMAIN UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON (MAY I TO �
W
SEWER EASEMENT -
' SEPTEMBER 30) OR FOR MORE THAN TWO DAYS DURING THE WET SEASON (OCTOBER i TO APRIL 30) DURING THE WET SEASON, SLOPE
i 96 86\ ' AND STOCKPILES 3H: I V OR STEEPER, AND WITH MORE THAN TEN FEET OF VERTICAL RELIEF SHALL S
188 RKED FOR MORE THAN 12 HOURS.
BE COVERED IF THEY ARE TO REMAIN U.
y \ COVER METHODS INCLUDE MULCH, EROSION CONTROL NETS AND BLANKETS, PLASTIC COVERING, SEEDING, AND SODDING, Q
P 1 TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSPECTED PRIOR TO ANY CLEARING OR GRADING
DUPING AND COMPLETION OF THE PROJECT. IT 15 THE RESPONSIBILITY OF THE APPLICANT TO MAINTAIN EROSION CONTROL MEASURES IN PROPER
THE O
WORKING CONDITION TO INSURE THAT NO SEDIMENT IS LEAVING THE SITE.
W �� � 198� � ASPHAL — .I 90 � 1 � IF, IN THE OPINION MM
W
ON OF THE EROSION CONTROL INSPECTOR THE TEMPORARY EROSION CONTROL MEASU E
�-� DRIVEW Y" �' � ! ., <._ � INSTALLED INCORRECT Y R S
y
ARE NOT INSTALLED, ARE
NEW; 192 f ' ' L , OR ARE IN NEED OF REPAIR, A STOP WORK ORDER MAY BE ISSUED UNTIL CORRECTIVE ASPHALT � � k�s� r
REINSPECTION 15 NECE55ARY, A REIN5PECTION FEE WILL BE CHARGED, VE ACTION IS TAKEN. IF A N
1 2" MAPLE TO BE REMOVED
SITE PLAN
0' 1 0'-0" 20'-0`
RESUBMITTED
FEB 10 2016
CITY OF FEDERAL WAY
CDS
PERMIT SET
SITE DRAINAGE &
DETAILS
PROJECT NO: 15005
ISSUE DATE: 201 5/09/ 1 6
DRAWN BY: 5PM
CHECKED BY: SPM
Al 02
SCALE 24X36: As indicated
" NOTE: I I X 17 SETS ARE
REDUCED 50%; SCALE
DRAWINGS ACCORDINGLY.