SSLSSLSSLSSLSSLSSLSSLSSLSSLSSLSSLSSLSSLS <br />S <br />L <br />S <br />S <br />L <br />S <br />S <br />L <br />S <br />S <br />LSSLSSL <br />SSLSSLSSLSSLSSLLIVABLE COVERAGE828 SQ.FT.2061FG3"CYPRESS"FARMHOUSE 3CARCOVERAGE658 SQ.FT.GARAGE108 SQ.FT.ENTRYCOVEREDPATIO10'X10'100 SQ.FT.CONCRETE48'-0" <br />OVERALL <br />40'-0"OVERALLF.F.E.= 382.95T.O.S.= 382.37CLCLCLCLCLCLCLCL382'383'383'381'380'3 <br />7 <br />9 <br />'380'381'381'381'382'PRIOR TO CONSTRUCTION·CONTRACTOR SHALL VERIFY SITECONDITIONS AND NOTIFY DESIGNEROF DISCREPANCIES.·PLANS AND SPECIFICATIONS SHALLBE APPROVED BY LOCAL BUILDINGOFFICIALS.EUGENE, OR 97402XXXX BAINBRIDGE ROAD9811807 N.E. 99TH STREETSUITE 1170VANCOUVER, WA 98682OFFICE: 360.258.7900020'SCALE 1" = 20'-0"DRAWN:12-13-2024 ESREVISIONS:EXCAVATE TO 34"BELOW FINISHEDFLOOR ELEVATION.382.95F.F.E.382.62T.O.W.380.12B.O.F.GARAGE:DRIVEWAY/WALK:PROPOSED COVERAGE AREA:COVERED ENTRY:HOUSE:COVERED PATIO:TOTAL IMPERVIOUS:SQ.FT.SQ.FT.SQ.FT.SQ.FT.SQ.FT.SQ.FT.UNCOVERED PATIO:SQ.FT.828658815108010025091594TOTAL COVERED:SQ.FT.9,519 SQ.FT.STREET ADDRESS:NEWSHOME SITE #MEADOWVIEW PARK - ROYALCITY OF EUGENE, LANE COUNTY, OREGONSW 1/4, SECTION 20, TOWNSHIP 17 SOUTH, RANGE 4 WEST, W.M.SITE PLANPROPOSED22'-10"20'-4"5'-0"48'-10"19'-1"17%28'-0"ZONING: S-RN - LDR/MDRREQUIREDMIN. PORCH/ FRONT YARD SETBACK:10' (FROM PL)MIN. GARAGE SETBACK:18'/5' (FROM PL)MIN. SIDE YARD SETBACK:5' (FROM PL)MIN. REAR YARD SETBACK:20' (FROM PL)MIN. CORNER SIDE YARD SETBACK:10' (FROM PL)MAX. BUILDING COVERAGE:50%MAX. BUILDING HEIGHT:35'T.O.S.=381.975% GRADECONCRETEDRIVEWAY815 SQ FTCLSSLSITE LEGEND:STREET TREEFIRE HYDRANTWATER METERWATER VALVESTREET LIGHTCURB INLETGATEPROPERTY PINSSTORM DRAIN CLEANOUTSTORM DRAIN MANHOLESANITARY CLEANOUTSANITARY SEWER MANHOLECATCH BASINPOWER J-BOXADA RAMPR.O.W. ℄STORM LATERALSTORM DRAINSANITARY LATERALPROPERTY LINEEASEMENTSANITARY SEWERWATER LINEPROPOSED 6' FENCE(6)CLEAR VISION7' PUEEXISTING FENCESDLWATSANPOWER VAULTUTILITY LINEOREGON WHITE OAKBIG LEAF MAPLESIGNSDIRECTION OF FLOWROOF RUNOFF FROM LOTS WITHOUT ASTORMWATER LATERAL ARE TO DISCHARGETHROUGH WEEPHOLES IN THE CURB.BASE FLOOD ELEVATION:NGVD 29:NAVD 88:PLEASE NOTE DATUM USED FOR SITE PLAN PER THE BELOW:BFE ON THE APPROVED CLOMR IS NAGVAD29 PEPI PLANS AREDONE IN NAVD 88 BY USING THE APPROVED CITY METHOD OFADDING 3.87' TO THE NGVD 29 WHICH IS THE CONVERSIONUSED ON THE SITE PLAN TO MATCH APPROVED PEPI PLANS.BAINBR <br />IDGE <br /> ROADROOF LINELEGACY STREETWEEP HOLESAT CURB102.91'128.14'27.79 <br />' <br />113.62'(6')(6')(6')(6')(6')(6')(6')(6')(6')(6')(6')(6')(6')(6')(6')(6')(6')(6')(6')(6')(6')(6')(6')(6')(6')(6')(6')(6')(6')(6')29.18'4.38'15'-0"5'-0"48'-11"48'-10"34' <br />-6"19' <br />-1" <br />30'-5" <br />22'-1 <br />0 <br />"20'-4"28'-2"25' <br />-7"37' <br />-6"30'-0"5' <br /> W <br />IDE <br /> CONC <br />.SIDEWALK 383.10'381.00'381.00'381.20'38 <br />1 <br />. <br />1 <br />5 <br />'379.00'3 <br />8 <br />1 <br />. <br />0 <br />0 <br />'381.40'38 <br />1 <br />. <br />6 <br />5 <br />' <br />382 <br />. <br />2 <br />0 <br />'374.70378.57