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JOINTS IN FILTER FABRIC SHALL BE SPLICED <br />AT POSTS. USE STAPLES, WIRE RINGS, OR <br />EQUIVALENT TO ATTACH FABRIC TO POSTS. <br />21lx2" BY 14 Ga. WIRE OR <br />EQUIVALENT, IF STANDAF <br />STRENGTH FABRIC USED <br />FILTER FABRII <br />E <br />N <br />�FLot�� <br />6' MAX. I MINIMUM 4"x4" TRENCH / <br />/ BACKFILL TRENCH WITH <br />NATIVE SOIL OR 3/4"-1.5" <br />POST SPACING MAY BE INCREASED WASHED GRAVEL <br />TO S' IF WIRE BACKING IS USED <br />2"x4" WOOD POSTS, STEEL FENG <br />NOTE: FILTER FABRIC FENCES SHALL BE POSTS, REBAR, OR EQUIVALENT <br />INSTALLED ALONG CONTOUR WHENEVER POSSIBLE <br />SILT FENCE <br />Row <br />R • ", MIN. -I <br />I INSTALL DRIVEWAY CULVERT IF THERE <br />IS A ROADSIDE DITCH PRESENT, AS <br />PER KING COUNTY ROAD STANDARDS <br />a' -a' OUARRY SPALL4— <br />AS PER KING COUNTY ROAD STANDARDS, <br />DRIVEWAYS SHALL BE PAVED TO THE EDGE <br />OF R-O-W PRIOR TO INSTALLATION Or THE <br />CONSTRUCTION ENTRANCE TO AVOID <br />DAMAGING OF THE ROADWAY <br />IT IS RECOMMENDED THAT WE <br />ENTRANCE BE CROWNED SO THAT <br />RUNOFF DRAINS OFF THE PAD <br />12' MIN. THICKNESS= �� PROVIDE rULL WIDTH OF <br />PN INGRESS/EGRESS AREA P. <br />T"I ONE IN STRAIGHT <br />CN .S. OR 5'9TNG <br />AN USHE <br />PRGNDE SRUCNRAL LLOTTNAS To . <br />CONSTRUCTION ENTFZANCE <br />SLDPE SUFEACE —L of SMOOTH MMVM <br />PLACEMENT FOR PROPER BOIL OCNTAGT <br />IF THEM IB A -- AT THE <br />STAPLING PAT - AB PER CP OF ELOPE, ANCV1q¢ <br />.••':r'��':.: " UPBLOPE OF WE EEIRI'i <br />MANFADNRER'B IECOITIRNDATIONS T <br />MM 2" <br />ovERLAr <br />m <br />m—lTi- <br />ml' ww <br />AND TB APML T tl-MTE�R AL5 <br />MIN S' OVEPLAP <br />_ STAPLE OVERLAPS <br />m <br />- MAX G' SPACING <br />MATERIAL DOWN TO A LEVEL AREA, T— <br />EIRMG <br />THE END UNDER a" A4D STAPLE AT IV INTERVALS <br />Do NOT STRETCH GLANCGT—TT— TIGHT - <br />ALLOW THE ROLLS TO MOLD TO AVY IRR'&GULARITI SE <br />FOR SLOPES LE. THAN 311,N ROLL9 <br />LIME, FERTILIZE MP SEED EE W INSTALLATION <br />MAY S E PLACED IN HORIZCNTAL —11 <br />PLANTMG OF SWBIBB, TEES, ETC. SHCULD OOCUR <br />AFTER RISTALLATION <br />CxROUND COVER <br />BUILDING WEIGHT CALCULATION: <br />A 0 <br />B 0 <br />C 0 <br />D 0 <br />.0 <br />TOTAL DIVIDED BY 4 = 0 AVERAGE BASE ELEVATION <br />2S' MAX <br />MAXIMUM ELAVATION ALLOWED = 25' <br />PROPOSED BUILDING HEIGHT 26.4' / Ib' BELOW <br />ALLOWANCE <br />BUILDING COVERAGE: <br />14,09� 5F. <br />TOTAL Lot Area <br />3330 SF, <br />BUILDING W/ O.H., CANT'S <br />3330 OF. <br />TOTAL <br />2362% <br />IMPERVIOUS COVERAGE <br />IMPERVIOUS SURFACE: <br />14091 S.F. <br />TOTAL Lot Area <br />3,330 OF. <br />BUILDING W/ O.H., CANT'S <br />1,276 SR <br />DRIVEWAY <br />4,606 S.F. <br />TOTAL <br />32bT% <br />IMPERVIOUS COVERAGE <br />ARGEL NUMBER <br />SITE ADDRESS: <br />2122 106TH ST SW, <br />EVERETT, WA e5204 <br />TAXPAYER: <br />PAUL'S REMODELING LLC <br />LEGAL DESCRIPTION: <br />OLIYIA PARK DIV 3 BLK 000 D-00 - CAAP 120FT S OF NW <br />COR TR 36 TH N TO NWCOR SD TR TH E 117.4SFT TH 5 ALG A <br />LN PLT E BDY TR 36 FOR 120FT TH W TO POB <br />106TH <br />6138'211:'41' IIIAI' — — <br />IIF- <br />LOT AREA <br />4p5l 5F. <br />(FLAT LOT - NO 5LOEE) <br />' <br />ES <br />PM: 00535400003600 <br />jmlll <br />SILT MoN= <br />P <br />70-0. OGGI. — <br />� 8ae•7 <br />GILT <br />DRIVEWAr <br />PROPOSED <br />SINGLE <br />NTRY FAMILY <br />I RES'DENCE <br />oOv» <br />PATIO_ <br />,5 Ok <br />PATIO <br />C=0' <br />APPROVED <br />PLANNING & COMMUNITY <br />DEVEI T DEP <br />ELI <br />DATE <br />SITE FLAN <br />SCALE: I' • 20'-0" <br />U <br />0 <br />a <br />6 <br />IL <br />m� <br />l-u <br />N <br />6 <br />0 <br />4 Project # - <br />17174 <br />- -a' Sheet <br />. �CC�CONJ�D SIT E <br />BUILDING HEIGHT uu <br />Fn 0 4 2019 <br />CITY OF EVERETT <br />Permit Services <br />