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20150409100241640.pdfN WV1003 TORY REeJE) E MA EL= N0 (- co N rn 6,336 SF 0 A z 101 X x xlx\ 10 X> L N88'37'08"W a/c INV 322 12�' LOCKING: CAST RON, x 6 0). 00' 325' - L.ArIFHOLE COVER 62.40' NOTES: LAT MAF 25' x x e��-3 '71 ' Co \1 N � 12, DRY LL/CATCH E)R�VE C/O INV 324 INV 324 ,4 N WV1003 TORY REeJE) E MA EL= N0 (- co N rn 6,336 SF 0 A z IMPERVIOUS SURFACE GALLS 1E50ME WITH EAVES 2341 WALKS AND -AN01W,6 30 DRIVEWAY 6510 TOTAL NEW IMPERVIOUS 2995 [STRUCTURAL LOT COVERAGE RESIDENCE/GARAGE 1643 COVERED PORCH 15 TOTAL F/P 50 FT 19I5 STRCTURAL LOT COVERAGE % 237 • LOT WAS BEEN CLEARED AND GRADED DURING PLAT DEVELOPMENT PROCESS. MAX SLOPE ON SITE 19 1 IN 100 ORAFFIROY11% ARROWS INDICATE DIRECTION Or SLOPE, NO SIGNIFICANT CiRAOIW. RE(VIO. • EXCESS FILL IS TO BE REMOVED FROM SITE. • DOWNSPOUTS ARE TO POSITIVE DRAIN INTO PLAT STORM DRAIN LINES. o DRIVEWAY WAS A I RISE IN 32 PIN OR 3% SLOPE. .NO DIRT, 111, ROCK, OR DEBRIS SHALL BE TRACKED FROM THE BITE TO THE STREET • DIRECT ALL FWOFF TO FILTER FABRIC FENCE DURING CONSTRICTION • ALL DOWN SPOUTS To BE TIGHT -LINED ttv SOLID 411 PIPE OF -- APPROVED MATERIAL TO CATCH BASIN THEN DRTUELL TO THE STOW STUB PROVIDED 0 FRONT Or LOT. ALL STOW WATER TO BE ROUTED TO EXI$ITM STOW SYSTEM LINE LOCATED M 05TH FL W. o BENCWAK 'X' ON FIRE HYDRANT TOPMUT -TRACT "F' ELEY 33130' . ....... ------- TITLE: DURNSTEAD CONSTRUCTION LLC DATE: J HERR UJOOF)VALE L07 � 11980 N.E. 24th ST. 23005 10STk4 FL UJEST BELLEVUE, WA 98005 5CALE: (425) 454-1900 Farcel 01136400000&00 k4EG;I-4T CALCULATIONS S 3 2 Ia,5' Y 3 2 eIl 3 2 ro.5' 2t. ", 4VER4GE ACTUAL RI DCBE 44T=350,e3' MAXIMUM RID(aE NT= 351,5 "'66. c: na/�, 101 x xlx\ X> L 8 360 S;jFj x 6 0). 00' 325' - NOTES: LAT MAF IMPERVIOUS SURFACE GALLS 1E50ME WITH EAVES 2341 WALKS AND -AN01W,6 30 DRIVEWAY 6510 TOTAL NEW IMPERVIOUS 2995 [STRUCTURAL LOT COVERAGE RESIDENCE/GARAGE 1643 COVERED PORCH 15 TOTAL F/P 50 FT 19I5 STRCTURAL LOT COVERAGE % 237 • LOT WAS BEEN CLEARED AND GRADED DURING PLAT DEVELOPMENT PROCESS. MAX SLOPE ON SITE 19 1 IN 100 ORAFFIROY11% ARROWS INDICATE DIRECTION Or SLOPE, NO SIGNIFICANT CiRAOIW. RE(VIO. • EXCESS FILL IS TO BE REMOVED FROM SITE. • DOWNSPOUTS ARE TO POSITIVE DRAIN INTO PLAT STORM DRAIN LINES. o DRIVEWAY WAS A I RISE IN 32 PIN OR 3% SLOPE. .NO DIRT, 111, ROCK, OR DEBRIS SHALL BE TRACKED FROM THE BITE TO THE STREET • DIRECT ALL FWOFF TO FILTER FABRIC FENCE DURING CONSTRICTION • ALL DOWN SPOUTS To BE TIGHT -LINED ttv SOLID 411 PIPE OF -- APPROVED MATERIAL TO CATCH BASIN THEN DRTUELL TO THE STOW STUB PROVIDED 0 FRONT Or LOT. ALL STOW WATER TO BE ROUTED TO EXI$ITM STOW SYSTEM LINE LOCATED M 05TH FL W. o BENCWAK 'X' ON FIRE HYDRANT TOPMUT -TRACT "F' ELEY 33130' . ....... ------- TITLE: DURNSTEAD CONSTRUCTION LLC DATE: J HERR UJOOF)VALE L07 � 11980 N.E. 24th ST. 23005 10STk4 FL UJEST BELLEVUE, WA 98005 5CALE: (425) 454-1900 Farcel 01136400000&00 k4EG;I-4T CALCULATIONS S 3 2 Ia,5' Y 3 2 eIl 3 2 ro.5' 2t. ", 4VER4GE ACTUAL RI DCBE 44T=350,e3' MAXIMUM RID(aE NT= 351,5 "'66. c: na/�,