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HomeMy WebLinkAbout15-104762 (2)48" MAX An EXISTING S- O -III- - I 22 — I ' "SAX I - ROCKERY SECTION 4 SCALE: 1 /2" = I '-0" House cakh aasin (ftd Draim) Roof _ Dm Ll Roof DowrAPOA Center of Hole awed PVC . or means F#o`Surface I' min. Fine M.,h Min- 4 tom- FW � _ Cddi Basin_ ' v {ftd 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; ;dal. f a bwe $easonM Hip Iriftoter Tabft 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 c ayi 0 � F- z w o 0 U to N N �P C z r N 0 Imo. 0 0 0 t� c, L L "- W E G3 1 W 0 E 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.