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(2.47 ac) <br />138,956 sq. ft. (3.19 ac) <br />LR-1A <br />= 13.1% (25% Max) <br />14,115 sq. ft./107,655 sq. ft. <br />6,683 sq. ft. <br />3,107 sq. ft. <br />149 sq. ft. <br />4,176 sq. ft. <br />Impervious Area %: <br />Total Area: <br />Gravel Driveway: <br />Wood Decking Area: <br />All Other Structures: <br />House / Garage Footprint: <br />- See sheet A0.1 Utility Plan for site utilities layout. <br />Landscape Architect. <br />- Planting, hard surface, grading and drainage plan by <br />areas to Owner before commencing work. <br />- Contractor to propose material storage and staging <br />- Contours shown indicate finish grade. <br />by Owner before final grading and paving. <br />- Driveway location to be staked by G.C. and approved <br />drawings for storm water management information. <br />slope drain tile to outfall. See Landscape Architect's <br />Provide continuous drain tile at perimeter of house and <br />- Provide positive drainage away from all sides of house. <br />final location of building. <br />existing conditions, including setbacks, easements and <br />the Owner. The G.C. is responsible for verification of <br />- This site plan is based on survey information provided by <br />GRADING CALCS: <br />issued. <br />2,701 cubic yards to be hauled from site after IUP is <br />until "Interim Use Permit" is approved. <br />2,701 cubic yards to be temporarily stockpiled on-site <br />499 cubic yards to be hauled from site <br />3,200 cubic yards of excess cut <br />P <br />r <br />i n <br />t <br />i n <br />g <br /> <br />D <br />a <br />t <br />e <br />: <br />7 <br />/ <br />1 <br />0 <br />/ <br />2 <br />0 <br />1 <br />9 <br />1 <br />0 <br />: <br />1 <br />2 <br />: <br />0 <br />6 <br /> <br />A <br />M <br />S <br />h <br />e <br />e <br />t <br /> <br />L <br />o <br />c <br />a <br />t <br />i o <br />n <br />: <br />9 <br />9 <br />_ <br />M <br />A <br />S <br />T <br />E <br />R <br /> <br />C <br />O <br />M <br />B <br />O <br /> <br />P <br />E <br />N <br />. <br />t <br />b <br />l <br />P <br />e <br />n <br />t <br />a <br />b <br />l e <br />: <br />Z <br />: <br />\ <br />0 <br />0 <br />_ <br />P <br />R <br />O <br />J <br />\ <br />P <br />_ <br />T <br />\R <br />i c <br />h <br />a <br />r <br />d <br />s <br />o <br />n <br />\ <br />0 <br />_ <br />_ <br />C <br />A <br />D <br />\ <br />I N <br />- <br />P <br />R <br />O <br />C <br />E <br />S <br />S <br />\ <br />0 <br />_ <br />S <br />H <br />E <br />E <br />T <br />\ <br />A <br />0 <br />. <br />2 <br />_ <br />S <br />I T <br />E <br /> <br />P <br />L <br />A <br />N <br />. <br />d <br />g <br />n <br />w <br />w <br />w <br />. <br />c <br />h <br />a <br />r <br />l <br />i <br />e <br />a <br />n <br />d <br />c <br />o <br />d <br />e <br />s <br />i <br />g <br />n <br />. <br />c <br />o <br />m <br />( <br />p <br />h <br />) <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />+ <br />6 <br />1 <br />2 <br />. <br />3 <br />3 <br />3 <br />. <br />2 <br />2 <br />4 <br />6 <br />M <br />i <br />n <br />n <br />e <br />a <br />p <br />o <br />l <br />i <br />s <br />, <br /> <br /> <br />M <br />N <br />. <br /> <br /> <br /> <br /> <br /> <br /> <br /> 5 <br />5 <br />4 <br />0 <br />1 <br />2 <br />1 <br />2 <br /> <br /> <br />3 <br />r <br />d <br />. <br /> <br />A <br />v <br />e <br />. <br /> <br />N <br />. <br />, <br /> <br /> <br />S <br />t <br />e <br />. <br /> <br />3 <br />5 <br />6 <br />M <br />A <br />X W <br />E <br />L L <br />B <br />A <br />Y <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />O <br />r <br />o <br />n <br />o <br />, <br /> <br />M <br />N <br /> <br />5 <br />5 <br />3 <br />5 <br />6 <br />8 <br />5 <br />5 <br /> <br />O <br />l <br />d <br /> <br />C <br />r <br />y <br />s <br />t <br />a <br />l <br /> <br />B <br />a <br />y <br /> <br />R <br />o <br />a <br />d <br /> <br />S <br />o <br />u <br />t <br />h <br />, <br />Charlie & Co. Design, LLC <br />COPYRIGHT <br />REVISION ISSUANCE DATE: <br />REVIEW ISSUANCE DATE: <br />SD APPROVAL 04.11.19 <br />code requirements. <br />heating, plumbing and electrical <br />covenants, zoning, building, fire, <br />responsible for verifying all <br />3. The General Contractor is <br />the Owner. <br />Structural Engineer, provided by <br />to be specified by a licensed <br />foundation and framing work are <br />including but not limited to footing, <br />2. All structural requirements, <br />sound project. <br />code compliant and technically <br />required, to properly construct a <br />in the Construction Drawings, as <br />configurations and details depicted <br />and responsibility to revise <br />General Contractor has the right <br />properly complete the Work. The <br />in order to coordinate and <br />resolve configuration deficiencies <br />engineering as needed, and to <br />additional detailing, drawings, and <br />responsibility including providing <br />Contractor must take full <br />1. The Owner/ General <br />SUB-CONTRACTORS <br />ALL CONTRACTORS & <br />IMPORTANT NOTE FOR <br />05.10.19FINAL DESIGN REVIEW <br />05.15.19RD #2 PRICING <br />06.17.19PERMIT SET <br />06.25.19D/U EASEMENT <br />07.10.19UTILITIES/STOCKPILE <br />(NOT <br /> A <br /> PART) <br />(E) <br /> GAZEBO <br />+ <br />/ <br />- <br />2 <br />9 <br />8 <br />' <br /> <br />L <br />A <br />K <br />E <br />S <br />H <br />O <br />R <br />E <br />+ <br />/ <br />- <br />2 <br />1 <br />7 <br />' <br /> <br />L <br />A <br />K <br />E <br />S <br />H <br />O <br />R <br />E <br />2885 Little Orchard Way <br />2.0 acres <br />2.47 acres <br />855 Old Crystal Bay Rd S. <br />16'-0" <br />20'-0" <br />(N) SFR <br />(N) DECK <br />845 Old Crystal Bay Rd S. <br />GRAVEL DRIVEWAY <br />SILT / TREE PROTECTION FENCE <br />TREE PROTECTION FENCE <br />(E) CABIN <br />DEMO & REMOVE <br />5 <br />' <br />- <br />0 <br />" <br />ACCESS <br />LAKE/DOCK <br />NO PROPOSED <br />GARAGE <br />(N) DETACHED <br />SILT / TREE PROTECTION FENCE <br />D/U EASEMENT <br />(N) DRIVEWAY <br />ACCESS EASEMENT <br />DRIVEWAY APRON <br />AND CONCRETE <br />(N) CURB CUT <br />(Not a part) <br />4.01 acres <br />TO REMAIN <br />(E) SAUNA <br />DIRT TO REMAIN ON-SITE <br />ALTERNATE "I.U.P.": EXCESS EXCAVATED <br />AFTER DIRT IS REMOVED FROM SITE. <br />RE-GRADED TO EXISTING CONDITION <br />FROM SITE. THIS AREA TO BE <br />BE APPLIED FOR TO REMOVE EXCESS <br />ON-SITE. AN "INTERIM USE PERMIT" WILL <br />TEMPORARILY STOCKPILED AND STORED <br />EXCESS EXCAVATED DIRT TO BE <br />SILT FENCE <br />SILT FENCE <br />FENCE <br />SILT <br />SILT FENCE <br />STOCKPILE <br />BLANKETS FOR STABILIZING <br />PROVIDE EROSION CONTROL