Laserfiche WebLink
Xref .\El Cajon, CA - BS1.dwg <br />Xref .\El Cajon, CA - BS1.dwg <br />EA <br />S <br />T <br /> <br />H <br />U <br />N <br />T <br />E <br />R <br /> <br />A <br />V <br />E <br />N <br />U <br />E <br />SITE PLAN - NEW WORK <br />SCALE: 1/8" = 1'-0" <br />1 <br />A1.1 <br />1 <br />A0.2 <br />3 <br />A0.2 <br />2 <br />A0.2 <br />New accessible <br />pedestrian gate, separate <br />plancheck required <br />SEE DETAILS 2/A1.1 & <br />3/A1.1Egress Path-of-travel to public way <br />Type IIIB construction <br />Fire sprinklers are NOT provided <br />Occupancies: B, M & S-1 <br />EXISTING <br />EXISTING <br />EXISTING <br />Existing Accessible Path-of-travel to area of work <br />AREA OF WORK <br />Existing Accessible Path-of-travel, and areas along the <br />way, are in compliance with 2022 CBC Chapter 11B from <br />public way and accessible parking to area of work to the <br />best of my knowledge and belief. Any areas not found to <br />comply shall be retrofitted to be in full compliance. <br />4' <br />- <br />0 <br />" <br /> <br />F <br />I <br />E <br />L <br />D <br /> <br />V <br />E <br />R <br />I <br />F <br />Y <br />36" <br />MIN. <br />RAMP (E) <br />PEDESTRIAN GATE DETAIL <br />SCALE: 1/2" = 1'-0" <br />2 <br />A1.1 <br />ADJUSTABLE GATE HINGE <br />DETAIL <br />GATE LOCKING SET <br />W/ HANDLE <br />DETAIL <br />2'-0" MIN. <br /> GATE PLAN <br />VIEW <br />10 <br />" <br />10" (MIN.) SMOOTH SURFACE <br />AT BASE OF GATE <br />32" MIN. CLEAR <br />12"Ø x 3'-6" CONCRETE <br />FOOTNG AT FENCE POST <br />6' <br />- <br />0 <br />" <br />3' <br />- <br />6 <br />" <br />HSS 4x4x1/4 PEDESTRIAN <br />GATE/TERMINAL SLIDING <br />GATE POST (END CAP AT TOP) <br />HSS 4x4x1/4 PEDESTRIAN <br />GATE (HINGE SIDE) GATE POST <br />(END CAP AT TOP) BOLTED TO <br />WALL WITH 1/2"Ø EXPANSION <br />BOLTS (3" EMBEDMENT) <br />EXISTING CONCRETE WALL <br />GATE FOUNDATION <br />SCALE: 3/8" = 1'-0" <br />3 <br />A1.1 <br />REGISTEREDPROFESSIONALENGINEER <br />STATE <br />OF <br />CALIFO <br />Ex <br />p <br />. <br /> <br />0 <br />3 <br />- <br />3 <br />1 <br />- <br />2 <br />7 <br />ODNALD <br />J. <br /> <br />PHILLIPPI <br />STRUCTURAL <br />S <br />3 <br />0 <br />5 <br />3 <br />RNIA <br />DRAWN <br />CHECKED <br />DATE <br />JOB NO. <br />SHEET <br />REVISIONS BY <br />4 <br />1 <br />2 <br />3 <br />5 <br />Fe <br />r <br />g <br />u <br />s <br />o <br />n <br /> <br />E <br />n <br />t <br />e <br />r <br />p <br />r <br />i <br />s <br />e <br />s <br />Wa <br />t <br />e <br />r <br />w <br />o <br />r <br />k <br />s <br /> <br />S <br />a <br />t <br />e <br />l <br />l <br />i <br />t <br />e <br /> <br />R <br />e <br />n <br />o <br />. <br /># <br />1 <br />0 <br />8 <br />2 <br />0 <br />0 <br />13 <br />0 <br />1 <br /> <br />E <br />. <br /> <br />H <br />u <br />n <br />t <br />e <br />r <br /> <br />A <br />v <br />e <br />n <br />u <br />e <br />Sa <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />, <br /> <br />C <br />a <br />l <br />i <br />f <br />o <br />r <br />n <br />i <br />a <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />DI <br />A <br />M <br />O <br />N <br />D <br /> <br />P <br />A <br />C <br />I <br />F <br />I <br />C <br />St <br />r <br />u <br />c <br />t <br />u <br />r <br />a <br />l <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br /> <br />S <br />e <br />r <br />v <br />i <br />c <br />e <br />s <br />24 <br />7 <br />2 <br /> <br />E <br />a <br />s <br />t <br />m <br />a <br />n <br /> <br />A <br />v <br />e <br />n <br />u <br />e <br />, <br /> <br /># <br />3 <br />2 <br />Ve <br />n <br />t <br />u <br />r <br />a <br />, <br /> <br />C <br />A <br /> <br />9 <br />3 <br />0 <br />0 <br />3 <br />Te <br />l <br />. <br /> <br />( <br />8 <br />0 <br />5 <br />) <br /> <br />6 <br />5 <br />4 <br />- <br />1 <br />3 <br />5 <br />9 <br />DP <br />12-10-24 <br />24009 <br />A1.1 <br />Si <br />t <br />e <br /> <br />P <br />l <br />a <br />n