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N <br />Ln <br />O <br />N <br />W <br />Q <br />� v <br />3-01 <br />=578.77' <br />EX <br />OUSE <br />00 S <br />EC28 rho <br />A <br />O O <br />I� OA DEC <br />N F_ <br />Irl- 3- <br />S <br />III <br />3-020 <br />[SHED <br />204.72' o 0 0 <br />5 <br />NEW HOUSE <br />2,280 SF p <br />FF = 576.5 -6, <br />C <br />DOWN-SSIIWT FLOW INTO SWALE <br />AND HEADING SW <br />— <br />PC Coll <br />Ey.15�NG ORPO A q 0• A\1 O, I <br />D�2 yti2 ;GSWALE/ <br />✓1lJ OM SIDE <br />WALK)SLOP 1% <br />TOSW <br />�aG <br />�O <br />12" IE SE.=571.14' <br />WD <br />M 7DE e <br />LK) 1% <br />SW <br />/ sV1 <br />fvO�NG <br />3 LF 8" PVC PIPE / e <br />GAR. <br />FOOTING <br />DRAIN SLOPE <br />1% TOWARD <br />SOUTH 0 <br />i°d <br />NEW C09JC. DRIVE <br />1,060°SF. %k' / <br />A6 <br />e .d'�P <br />�M Q� <br />� e d `d <br />e.. <br />Z-* <br />G <br />d, <br />r0' WDE SWALE <br />(FROM SIDE <br />3 / WALK) SLOPE 1%/. <br />o TO SW �P / <br />1 <br />P <br />/ <br />CB TYPE1 <br />V <br />RIM =574.09 <br />12" CPP IE W.=57/.� <br />12" PVC IE NE.=5PVC <br />(425) 293-3664 <br />IE5 <br />GAR. <br />FOOTING <br />DRAIN SLOPE <br />1% TOWARD <br />SOUTH 0 <br />i°d <br />NEW C09JC. DRIVE <br />1,060°SF. %k' / <br />A6 <br />e .d'�P <br />�M Q� <br />� e d `d <br />e.. <br />Z-* <br />G <br />d, <br />r0' WDE SWALE <br />(FROM SIDE <br />3 / WALK) SLOPE 1%/. <br />o TO SW �P / <br />1 <br />P <br />0 0 � <br />e a , <br />10WD WALE C /yy' f/ V' '"J <br />(FR IDE 6 <br />WA SLOPE 1%/4oyy? <br />T 1S\Wi <br />.00/ , C u / <br />PARCEL: 280413-003-010-00 <br />DESCRIPTION: SEC 13 TWP 28 RGE 04RT-34) <br />COM SW COR SW1/4 TH N89*07 <br />10E 3OFT TH NOO*16 40W 20FT <br />TO NLY MGN CO ROTH N00*16 <br />40W 193.95FT TH N89*07 10 E <br />/ TO WHY MGN BEV <br />PARK— <br />PARK—EDD RD TH S89*07 10W <br />256.38FT TH S00*16 40E50FT TPB <br />TH CONT S00*16 40E TO NLY MGN <br />CO RD TH ELY ALG SD NLY LN CO <br />RD TO WILY LN BEV PARK—ED RD <br />TH NELY ALG WLY MGN SD RD TAP <br />N89*07 10E OF TPB TH S89*07 <br />1OW 2051T M/L TO TPB <br />LOT SIZE: 16,334 S.F. <br />ZONING: R-2 <br />/� LOT COVERAGE: SFR/GAR 2,280 S.F. <br />V' 'J TOTAL 2,280 S.F. (14%) <br />/ IMPERVIOUS: SFR/GAR 2,280 S.F. <br />DRIVE/WALK 1,060 S.F. <br />Q TOTAL 3,340 S.F. (20%) <br />CD <br />e <br />ER 23,�/ <br />r���; n { \�e F <br />8627 NE 180th St. <br />A N S T E Y BOTHELL, WA 98011 <br />ae PHONE: (206) 303-7639 <br />FAX: (425) 658-0923 <br />E—Mail: benanstey@ansteyengineering.com <br />2-27-2015 <br />NEW ROAD APPROACH <br />AUT - 111CY <br />FILL = 40CY <br />0 <br />i1 <br />GRAPHIC SCALE <br />IN ease ) <br />I i -h - 10 IL <br />SIDE WALK SWALE <br />VARIES FROM 5'-7' VARIES FROM 8'-12' WIDE <br />VARIES FROM 4"-6" D <br />SECTION A- A <br />(NOT TO BE SCALE) <br />NOTE: <br />SLOPE SWALE FROM BEGINNING TO END; <br />ELIMINATE LOCAL LOW SPOTS IN BETWEEN <br />call 1-800-424-5555 before you dig <br />A&V Home Improvement LLC MOTH ST SW & HOLLY DRIVE DRAWN BY: BPA DRAINAGE PLAN <br />506 46th ST SE EVERETT, WA <br />Everett WA 98203 DATE ISSUED: <br />2-27-2015 <br />PH 425-293-3664 P/N: 280413-003-010-00 REVISED: <br />/ <br />OWNER: <br />A&V HOME IMPROVEMENT, LLC <br />TELEPHONE: <br />(425) 293-3664 <br />/ <br />ADDRESS: <br />VACANT/HOLLY DR. <br />EVERETT, WA 98203 <br />0 0 � <br />e a , <br />10WD WALE C /yy' f/ V' '"J <br />(FR IDE 6 <br />WA SLOPE 1%/4oyy? <br />T 1S\Wi <br />.00/ , C u / <br />PARCEL: 280413-003-010-00 <br />DESCRIPTION: SEC 13 TWP 28 RGE 04RT-34) <br />COM SW COR SW1/4 TH N89*07 <br />10E 3OFT TH NOO*16 40W 20FT <br />TO NLY MGN CO ROTH N00*16 <br />40W 193.95FT TH N89*07 10 E <br />/ TO WHY MGN BEV <br />PARK— <br />PARK—EDD RD TH S89*07 10W <br />256.38FT TH S00*16 40E50FT TPB <br />TH CONT S00*16 40E TO NLY MGN <br />CO RD TH ELY ALG SD NLY LN CO <br />RD TO WILY LN BEV PARK—ED RD <br />TH NELY ALG WLY MGN SD RD TAP <br />N89*07 10E OF TPB TH S89*07 <br />1OW 2051T M/L TO TPB <br />LOT SIZE: 16,334 S.F. <br />ZONING: R-2 <br />/� LOT COVERAGE: SFR/GAR 2,280 S.F. <br />V' 'J TOTAL 2,280 S.F. (14%) <br />/ IMPERVIOUS: SFR/GAR 2,280 S.F. <br />DRIVE/WALK 1,060 S.F. <br />Q TOTAL 3,340 S.F. (20%) <br />CD <br />e <br />ER 23,�/ <br />r���; n { \�e F <br />8627 NE 180th St. <br />A N S T E Y BOTHELL, WA 98011 <br />ae PHONE: (206) 303-7639 <br />FAX: (425) 658-0923 <br />E—Mail: benanstey@ansteyengineering.com <br />2-27-2015 <br />NEW ROAD APPROACH <br />AUT - 111CY <br />FILL = 40CY <br />0 <br />i1 <br />GRAPHIC SCALE <br />IN ease ) <br />I i -h - 10 IL <br />SIDE WALK SWALE <br />VARIES FROM 5'-7' VARIES FROM 8'-12' WIDE <br />VARIES FROM 4"-6" D <br />SECTION A- A <br />(NOT TO BE SCALE) <br />NOTE: <br />SLOPE SWALE FROM BEGINNING TO END; <br />ELIMINATE LOCAL LOW SPOTS IN BETWEEN <br />call 1-800-424-5555 before you dig <br />A&V Home Improvement LLC MOTH ST SW & HOLLY DRIVE DRAWN BY: BPA DRAINAGE PLAN <br />506 46th ST SE EVERETT, WA <br />Everett WA 98203 DATE ISSUED: <br />2-27-2015 <br />PH 425-293-3664 P/N: 280413-003-010-00 REVISED: <br />