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NOTES:
PLAT MAP
I1-IF'ERVIOU5 SURFACE CALCS
RESIDENCE WITH EAVES 23W
WALKS AND LANDINGS IIT
DRIVEWAY 402
TOTAL NEW IMPERVIOUS 2SI1
STRUCTURAL LOT COVERAGE
RESIDENCE/GARAGE 1135
COVERED PORCH 302
TOTAL F/P 60 FT 2031
STRUCTURAL LOT COVE q 32%
ROOF (.OVERAGE: Comists of all elsnenu eovared by the etricum's roof
and k,ckdes ovarher ss as dhtsiorted m the plan, yet 61— hero.
IMPERVIOUS SMACE: htohdee all dock, porches, cantilevered stivcWree,
roof o-vortwros. eak wa , &Ivou4e and paved areas. wrac� aws rx
a LOT HAS BEEN CLEARED AND GRADED DURING PLAT
DEVELOPMENT PROCESS. MAX. SLOPE ON SITE IS
I IN 100 OR APPROX.I9: ARROWS INDICATE
DIRECTION OF SLOPE. NO SIGNIFICANT GRADING REO'D.
o EXCESS FILL IS TO BE REMOVED FROM SITE.
o DOWNSPOUTS ARE TO POSITIVE DRAIN INTO PLAT
STORM DRAIN LINES.
o DRIVEWAY HAS A I RISE IN 32 RUN OR 3% SLOPE.
o NO DIRT, MUD, ROCK, OR DEBRIS SHALL BE
TRACKED FROM THE SITE TO THE STREET
• DIRECT ALL RUNOFF TO FILTER FABRIC
FENCE DURING CONSTRUCTION
• ALL DOWN SPOUTS TO BE TIGHT -LINED W/ SOLID 4" PIPE OF
APPROVED MATERIAL TO CATCH BASIN THEN DRYOELL TO THE
STOW STUB PROVIDED a FRONT OF LOT. ALL STOW WATER
TO BE ROUTED TO EXISITING STORM SYSTEM LINE LOCATED
ON 105TH PL W.
BENCHMARK "X" ON FIRE HYDRANT
T T TOP/NUT eTRACT 'P" ELEV 33130'
TLE: B V RNA. TEA CONSTRUCTION LLC N DATE: 0/2-1/15 DRAIN BY: J HERR
I001)VALF LOT 10 11980 N.E. 24th ST. BELLEVUE, WA 98005 23621 105fik PL WEST
5GAL(425) 454-1900 Parcel 0113640000 1000
k�EIGk�T CALCULATIONS
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