HomeMy WebLinkAbout058-310-028 REVISED SITE PLAN B23-2848279'-3 1/2"31'-6"66'-0"96'-9"40'-6"48'-5"176'-10 1/2"142'-1 1/2"152'-10 1/2"PROPERTY LINEPROPERTY LINEPROPERTY LINE
PROPERTY LINEEXISTING LEACH FIELD.CONTRACTOR VERIFY EXACT LOCATIONEXISITNG 1,500 SEPTIC TANKCONTRACTOR VERIFY EXACT LOCATIONEXISTINGWATER WELLASTORIA WA
Y
HOFFMAN ROADREPLACEMENT AREAEXISTING SEPTIC EFFLUENT LINEXOHVICINITY MAPNW
ESAPN: 058-310-028-000B.F.E. - BASE FLOOD ELEVATION (100 YEAR)D.F.E. - DESIGNATED FLOOD ELEVATION (500 YEAR)F.F.E. - FINISHED FLOOR ELEVATIONS.O.G. - SLAB ON GRADEH.A.G.-HIGHEST ADJACENT GRADEL.A.G.-LOWEST ADJACENT GRADEE.D.-EQUAL DISTRIBUTION BOXD.B.-DISTRIBUTION BOXPROPOSED CONCRETECONCRETE PAD 106 SQFTTOTAL 106 SQFTPROPOSED SQUARE FOOTAGELOT AREA 140,092.6 SQFTPROPOSED 1ST FLOOR 1,198 SQFTCOVERED PORCH 92 SQFTGARAGE427 SQFTDRIVEWAY 436.8 SQFTWALKWAY 74 SQFTCONCRETE PAD 106 SQFTTOTAL COVERED 2,333.8 SQFTAPPROXIMATE LAND TABULATIONLOT AREA 140,092.6 SQFTTOTAL COVERED AREA 2,333.8 SQFTIMPERVIOUS PERCENTAGE 1.67 %IMPERVIOUS SQUAREFOOTAGE1.THE FINISHED FLOOR ELEVATION SHALL BE A MINIMUM OF0'-6" ABOVE H.A.G.2.THE FINISHED GRADE AT HOUSE FOUNDATION SHALL PROVIDEPOSITIVE DRAINAGE AWAY FROM STRUCTURE AND THEGRADE SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST 10'AWAY FROM THE FOUNDATION.3.NO BUILD LINES OR EASEMENTS SHOWN ON PLAT BEYONDTHE R.O.W.4.FINISHED CONSTRUCTION GRADING PATTERN SHALL CONVEYWATER RUN-OFF AWAY FROM ADJACENT PROPERTIES.5.INSTALL ROOF DRAIN GUTTERS AND DOWN SPOUTS. ALLROOF DRAINAGE TO SHEET FLOW.6. GUTTERS AND DOWNSPOUTS:-PLAIN HALF ROUND: 6" WIDE AND 4" DIAMETER DOWNSPOUT,MINIMUM 22 GAUGE GALVANIZED STEEL, PREFINISHED.-STANDARD K-STYLE: 6" WIDE AND 4"X5" DOWNSPOUT,MINIMUM 22-GAUGE GALVANIZED STEEL, PREFINISHED.-PROVIDE SPLASH BLOCK AT EACH DOWNSPOUT.7. SLOPE DRIVEWAY AWAY FROM HOUSE 2% FOR FIRST 5 FEET.NEW WOOD FRAME1-STORY HOUSE-S.O.G.PINYONSTANDARDROOF OPTION 2F.F.E. = 2328.5'5'-0"8'-0"4'-0"4'
-0
"5'-0"5'-0"COVERED PORCH2 CARGARAGEPROPOSEDCONCRETE PAD5' X 5' = 25 SQFTPROPOSEDCONCRETE A/C PAD4' x 4' = 16 SQFTPROPOSEDCONCRETE PAD8' x 5' = 40 SQFTPROPOSED 3' CRUSHEDROCK WALKWAY(10.9' + 7.6') x 4' = 74 SQFT13'-11"3'-0"19'-11 1/2"33'-6 1/2"18'-6"21'-0 1/2"32'-4"11'-2"21'-0"EXISTINGWATER WELLEXISTING SEPTIC EFFLUENT LINEAS NOTEDG.T.C-1.00LEGENDNOTESPROJECT LOCATION OR ADDRESS:CLIENT:CHECKED BY:SCALE:DRAWN BY:PROJECT #:DATE:CCH13280 ASTORIA WAY, OROVILLE, CALIFORNIA 9596510/05/2023SLSCO22-0001-26®Revisions:#DATEDESCRIPTION OF CHANGENOTE: SIGNATURES VALID FOR ONE YEAR ONLY AFTER DATE OF SIGNATURES0ISSUED FOR CONSTRUCTIONphone: 409-354-5925 email: info@cobalt-engineering.comENGINEERING AND INSPECTIONS, LLCALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED ORUTILIZED IN ANY FORM WITHOUT PRIOR WRITTEN AUTHORIZATION OF “COBALT”.05/11/2023SITE PLANSCALE 1:40ENLARGED PLANSCALE 3/32" = 1'-0"SITE PLANREPLACEMENT AREA DELINEATION10/05/202311