Laserfiche WebLink
KEY NOTE: <br />1 - CONST. 4" DIA AREA DRAIN ND5 OR APPROVED EQUIVALENT <br />2 - CONST. 4" DIA SCHEDULE 40 DRAIN PIPE <br />3- CONST. 12" X12" INLET X- OPEN BOTTOM FILLES W - 1/2" DRAIN ROCK <br />PAD SHALL BE COMPACTED TO ABOVE 90% RELATIVE <br />COMPACTION AND OVER EXCAVATION SHALL BE PER <br />SOILS ENGINEER RECOMMENDATIONS <br />S <br />V <br />A <br />N <br /> <br />N <br />E <br />S <br />S <br />P. <br />L <br />. <br /> <br />5 <br />6 <br />. <br />3 <br />' <br />P. <br />L <br />. <br /> <br />5 <br />6 <br />. <br />3 <br />' <br />P.L. 125' <br />P.L. 125' <br />(E) GARAGE <br />(E) <br />COVERED <br />PORCH <br />(E) COVERED PATIO <br />ADU <br />730 SF <br />EXISTING HOUSE <br />N.I.C <br />N.I.C <br /> THE GRADE SHALL FALL NOT FEWER THAN 6IN <br />WITHIN THE FIRST 10FT. WHERE LOT LINES, <br />WALLS, SLOPES OR OTHER PHYSICAL BARRIERS <br />PROHIBIT 6IN OF FALL WITHIN 10FT, DRAINS OR <br />SWALES SHALL BE CONSTRUCTED TO ENSURE <br />DRAINAGE AWAY FROM THE STRUCTURE. <br />IMPERVIOUS SURFACES WITHIN 10FT OF THE <br />BUILDING FOUNDATION SHALL BE SLOPED NOT <br />LESS THAN 2% AWAY FOR THE BUILDING PER <br />2022 CRC, SECTION R401.3. <br />5% SLOPE 2% SLOPE <br />5% <br />5% <br />5% <br />5% SLOPE 5% SLOPE <br />2% SLOPE <br />2% SLOPE <br />2% <br />SD SD SD SD <br />SD SD <br />1% <br />85.85HP/FL <br />1%1% <br />85.85HP/FL <br />1%PIPE = 1% <br />PIPE = 1% <br />85.85HP/FL <br />1%1% <br />85.85HP/FL <br />1%1% <br />85.85HP/FL <br />1% <br />1% <br />85.85HP/FL <br />1% <br />1% <br />86.50 FF <br />86.00 FS <br />85.70 TG <br />84.08 INV <br />PIPE = 1% <br />85.70 TG <br />84.23 INV <br />2 <br />185.70 TG <br />84.45 INV <br />85.70 TG <br />84.19 INV <br />DOWNSPOUT <br />85.70 TG <br />83.82 INV <br />DOWNSPOUT <br />DOWNSPOUT <br />DOWNSPOUTDOWNSPOUT <br />385.00 TG <br />82.97 INVPIPE = 1%2 <br />PI <br />P <br />E <br /> <br />= <br /> <br />1 <br />% <br />85.85HP/FL <br />1% <br />1% <br />PI <br />P <br />E <br /> <br />= <br /> <br />1 <br />% <br />85.70 TG <br />84.23 INV <br />1 2 <br />5% SLOPE <br />2% <br />2% <br />85.85HP/FL <br />1% <br />1% <br />5% <br />5% <br />5% <br />DATE: <br />P.M.: <br />DRAWN BY: <br />JOB NO.: <br />26081 Merit Cir, STE 111 <br />Laguna Hills, CA 92653 <br />909-257-7040 WWW.BNDESIGNBUILDINC.COM <br />THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF BN <br />DESIGN BUILD AND SHALL NOT BE USED FOR ANY OTHER WORK <br />EXCEPT BY AGREEMENT WITH BN DESIGN BUILD. <br />D ES I GNBUILDCNI <br />7/ <br />2 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />1 <br />0 <br />: <br />2 <br />9 <br />: <br />4 <br />9 <br /> <br />A <br />M <br />G1.0 <br />B.N. <br />F.M. <br />DRIANGE PLAN <br />07.11.24 <br />2024001108 <br />UNIT 2, 606 S VAN <br />NESS AVE, <br />SANTA ANA, CA <br />92701 <br />ACCESSORY <br />DWELLING <br />UNIT <br /> <br />VICINITY MAP <br />W BISHOP ST W BISHOP ST <br />S <br />R <br />O <br />S <br />S <br /> <br />S <br />T <br />S <br />P <br />A <br />R <br />T <br />O <br />N <br /> <br />S <br />T <br />RICHLAND ST RICHLAND ST <br />S <br />V <br />A <br />N <br /> <br />N <br />E <br />S <br />S <br /> <br />S <br />T <br />REV DATE REMARKS <br />07/02/2025