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TV <br />(9) EQ. SPACES <br />±4'-0" OC <br />PROJECT: <br />DATE: <br />DRAWN: <br />SCALE: <br />PROJECT NO: <br />REVIEWED: <br />SHEET NO: <br />SHEET TITLE: <br />STAMP AND SIGNATURE: <br />CONSULTANTS: <br />DATE DESCRIPTION DELTA <br />DRAWINGS ISSUE <br />06/21/2024 ISSUE FOR PLAN CHECK <br />6083 Bristol Parkway <br />Culver City, CA 90230 <br />515 South Flower St., Suite 1200 <br />Los Angeles, CA 90071 <br />18600 MacArthur Blvd., Suite 100 <br />Irvine, CA 92612 <br />485C US Route 1 South, Suite 105 <br />Iselin, NJ 08830 <br />www.saaia.com <br />T 310.553.3252 <br />T 213.929.1400 <br />T 949.724.8958 <br />San Francisco, CA 94105 <br />T 415.390.6793 <br />T 848.200.1200 <br />New York, NY 10017 <br />T 917.512.6688 <br />575 Market St., Suite 502 <br />711 3rd Ave., 6th Floor <br />OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL <br />REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, <br />OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. <br />COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED <br />09/06/2024 <br />D.S. <br />K.L./M.P. <br />635330 <br />1700 E ST ANDREW <br />ACCESSIBLITY <br />UPGRADES <br />1700 E ST ANDREW PL <br />SANTA ANA, CA 92705 <br />C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A <br />S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y <br />IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN <br />RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS <br />ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT <br />ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON <br />THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS <br />AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS <br />REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR <br />COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT <br />BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. <br />08/20/2024 ISSUE FOR PLAN CHECK - OCFA <br />09/06/2024 PLAN CHECK COMMENTS 01 1 <br />A-0.9 <br />RAMP ENLARGED PLANS, <br />ELEVATIONS, AND SITE <br />DETAILS <br />AS NOTED <br />1SCALE: <br />3" = 1'-0"TYPICAL CONCRETE PAVING DETAIL <br />NEW 2500 PSI CONCRETE WALKWAY, 4" MIN. <br />PROVIDE #4 REBAR AT 18" O.C. EACH DIRECTION. <br />PROVIDE LIFTS BELOW TO KEEP REBAR FRAME IN <br />CENTER. <br />2" SAND CUSHION ON THOROUGHLY COMPACTED <br />SUBGRADE <br />COMPACTED SOIL BELOW <br />1 <br />4" RAD. @ EDGES (TYP.) <br />1/8"4" THICK REINFORCED CONCRETE WALK <br />A CONTROL JOINT <br />1 <br />4" RAD. @ EDGES (TYP.) <br />CONCRETE WALK WITH LIGHT BROOM <br />FINISH. <br />B EXPANSION JOINT <br />NOTES: <br />1.PROVIDE CONTROL JOINTS AT 10'-0" <br />O.C AND EXPANSION JOINTS AT <br />30'-0". <br />2.PROVIDE 1 <br />2" EXPANSION JOINT <br />WHERE NEW CONCRETE WALK <br />ABUTS ANOTHER RIGID STRUCTURE. <br />18"18" <br />1/2" MAX <br />PRE-MOLDED EXPANSION JOINT FILLER <br />WITH BACKER ROD <br />#4 REBAR W/ DOWEL @ 18" O.C. CENTER <br />IN CONCRETE. <br />2'-0"6" <br />NEW SLABEXISTING SLAB <br />EQ <br />. <br />EQ <br />. <br />NEW 4" CONCRETE SLAB <br />DOWEL TO MATCH NEW SLAB REINF. SET IN <br />HOLE W/ ADHESIVE <br />(E) CONCRETE SLAB <br />EDGE OF (E) SLAB SAW CUT DRILL 3 <br />4"Ø HOLE <br />AND SET BAR IN EPOXY. EXPOSED END <br />SHALL RECEIVE BITUMINOUS COATING <br />BOND BREAK. <br />VA <br />R <br />I <br />E <br />S <br />* <br />12 <br />" <br /> <br />M <br />A <br />X <br />. <br />6" <br />8" <br />8" <br />LEVEL OF ADJACENT <br />PAVING OR LANDSCAPE <br />NEW CONCRETE WALK OVER <br />COMPACTED SOIL PER DETAIL 17/- <br />SLOPE <2.0% MAX. <br />#4 REBAR @18" O.C. EA. WAY <br />1/2" MAX. EXPANSION JOINT, TYP. <br />CONCRETE CURB <br />#4 REBAR <br />HE <br />I <br />G <br />H <br />T <br /> <br />A <br />S <br /> <br />S <br />P <br />E <br />C <br />I <br />F <br />I <br />E <br />D <br />8" <br /> <br />M <br />I <br />N <br />. <br /> <br />E <br />M <br />B <br />E <br />D <br />EPOXY GROUT <br />FOOTRAIL (WHERE OCCURS) <br />4" <br />EPOXY GROUT <br />NEW POST-MOUNTED STEEL TUBE RAIL <br />1 1/2" X 1 1/2" ROUNDED SQUARE <br />A POST-MOUNTED RAIL W/ CURB <br />3" MIN. TO <br />EDGE OF SLAB <br />FINISH SURFACE OF WALK <br />NEW CURB. SEE CIVIL <br />DRAWINGS. <br />HE <br />I <br />G <br />H <br />T <br /> <br />A <br />S <br /> <br />S <br />P <br />E <br />C <br />I <br />F <br />I <br />E <br />D <br />8" <br /> <br />M <br />I <br />N <br />. <br /> <br />E <br />M <br />B <br />E <br />D <br />B POST-MOUNTED RAIL W/ FOOT RAIL <br />EQ.EQ. <br />6" <br />6" <br />1'-6"4" <br />(N) CONC SLAB <br />(E) WALL OR EDGE OF SLAB <br />VERIFY IN FIELD <br />(N) CONC EXPANSION JOINT <br />#4 DOWELS AT 18" O.C. <br />PROVIDE JOINT FILLER <br />2SCALE: <br />3" = 1'-0"TYPICAL CONCRETE JOINTS <br />3SCALE: <br />1-1/2" = 1'-0"CONCRETE JOINT AT EXISTING PAVEMENT <br />4SCALE: <br />1-1/2" = 1'-0"TYP. CONC. CONNECTION TO EXISTING WALL8SCALE: <br />1-1/2" = 1'-0"TYP. CONCRETE CURB16SCALE: <br />NTSRAMP DETAILS <br />6SCALE: <br />1/4" = 1'-0"RAMP DETAIL <br />7SCALE: <br />NTSTYP. RAIL DETAIL & POST EMBEDMENT <br />A PLAN DETAIL <br />B ELEVATION DETAIL <br />A PLAN DETAIL <br />B RAMP HANDRAIL ELEVATION <br />3 <br />A-0.9 <br />4 <br />A-0.9 <br />7A <br />A-0.9 <br />8 <br />A-0.9 <br />7B <br />A-0.9 <br />1' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br />1'-0" <br />FINISH SURFACE OF CONCRETE SLAB <br />LEVEL OF ADJACENT <br />PAVING OR LANDSCAPE <br />(N) CONC EXPANSION JOINT <br />PROVIDE JOINT FILLER <br />WHERE ADJ. TO PAVING <br />VA <br />R <br />I <br />E <br />S <br />12SCALE: <br />1-1/2" = 1'-0"CONCRETE SLAB EDGE <br />12 <br />A-0.9 <br />16B <br />A-0.9 <br />7B <br />A-0.9 <br />3 <br />A-0.9 <br />6'-0"1'-8" <br />14'-0" RAMP RUN <br />(SLOPE <8.3%) <br />6'-0" LANDING <br />(SLOPE <2.0%) <br />14'-0" RAMP RUN <br />(SLOPE <8.3%) <br />6'-0" LANDING <br />(SLOPE <2.0%) <br />18'-11" RAMP RUN <br />(SLOPE <8.3%) <br />7'-0" LANDING <br />(SLOPE <2.0%)1'-0"1'-0" <br />TREAD <br />REM. ±5'-2" VIF <br />TYP.TYP. <br />(E) ±6'-2" VIF <br />EQ.4'-0"EQ.3' <br />- <br />6 <br />" <br />TR <br />A <br />N <br />S <br />I <br />T <br />I <br />O <br />N <br />(S <br />L <br />O <br />P <br />E <br /> <br />< <br /> <br />5 <br />. <br />0 <br />% <br />) <br />4' <br />- <br />0 <br />" <br /> <br />W <br />A <br />L <br />K <br />(S <br />L <br />O <br />P <br />E <br /> <br />< <br />2 <br />. <br />0 <br />% <br />) <br />4'-0" VIF <br />(E) WALK <br />1'-0" <br />MIN. <br />1'-0" <br />MIN. <br />6' <br />- <br />0 <br />" <br />7' <br />- <br />6 <br />" <br />8'-8" LANDING <br />(SLOPE <2.0%) <br />1" MAX.2"-4" <br />CONTRASTING <br />COLOR STRIP <br />AT NOSING <br />4'-0" <br />MIN. CLR. <br />4' <br />- <br />6 <br />" <br />1'-0" <br />MIN. <br />5' <br />- <br />6 <br />" <br /> <br />C <br />L <br />R <br />. <br />4' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br /> <br />C <br />L <br />R <br />. <br />CONTRASTING <br />COLOR STRIP <br />AT UPPER <br />APPROACH <br />C GUARD RAIL ELEVATION <br />SLOPE <2.0% MAX.SLOPE <2.0% MAX. <br />FINISH SURFACE OF WALK <br />NEW POST-MOUNTED STEEL TUBE RAIL <br />1 1/2" X 1 1/2" ROUNDED SQUARE <br />4 <br />A-0.9 <br />12 <br />A-0.9 <br />TYP.7B <br />A-0.9 <br />12 <br />A-0.9 <br />TYP.TYP. <br />12 <br />A-0.9 <br />TYP. <br />12 <br />A-0.9 <br />TYP. <br />1'-0" <br />MIN. <br />1'-0" <br />MIN. <br />1'-0" MIN. <br />+ (1) TREAD <br />WIDTH <br />(N) CONCRETE WALK <br />ADJOIN & CONTINUE (E) WRAP WALK <br />(N) CONCRETE WALK, SLAB <br />4 <br />A-0.9 <br />TYP. <br />(N) CONCRETE RAMP W/ (3) RUNS, <br />AND W/ INTERMEDIATE LANDINGS <br />(REFER TO CIVIL DRAWINGS) <br />(N) Ø1-1/2" T.S. HANDRAILS <br />HEIGHT = 36" AFF TYP <br />PAINT TO MATCH EXISTING <br />(N) CONCRETE WALK <br />ADJOIN & CONTINUE (E) WALK <br />(REFER TO CIVIL DRAWINGS) <br />(E) CURB <br />(N) Ø1-1/2" T.S. HANDRAILS <br />HEIGHT = 36" AFF TYP <br />PAINT TO MATCH EXISTING <br />(N) CONCRETE STAIR <br />W/ (2) EQ. RISERS <br />12 <br />A-0.9 <br />TYP.(N) CONCRETE WALK <br />ADJOIN & CONTINUE (E) WALK <br />(REFER TO CIVIL DRAWINGS) <br />(E) CURB <br />BUILDING ENTRANCE <br />SLOPE <8.3% MAX.SLOPE <8.3%SLOPE <8.3% <br />SL <br />O <br />P <br />E <br /> <br />< <br />5 <br />. <br />0 <br />% <br />SLOPE <2.0% <br />SLOPE <2.0%SLOPE <2.0%SLOPE <2.0% <br />SL <br />O <br />P <br />E <br /> <br />< <br />2 <br />. <br />0 <br />% <br />SL <br />O <br />P <br />E <br /> <br />< <br />2 <br />. <br />0 <br />% <br />SL <br />O <br />P <br />E <br /> <br />< <br />2 <br />. <br />0 <br />% <br />SL <br />O <br />P <br />E <br /> <br />< <br />5 <br />. <br />0 <br />% <br />(E) BUILDING <br />(5) EQ. SPACES <br />±4'-0" O.C. <br />(4) EQ. SPACES <br />±4'-0" O.C. <br />(4) EQ. SPACES <br />±4'-0" O.C. <br />1'-0" <br />1'-0" <br />MIN. <br />4'-0"1'-0" <br />1'-0"4'-0"1'-0" <br />1'-0" <br />MIN. <br />CL CL <br />CL CL <br />CL CL <br />3' <br />- <br />0 <br />" <br />TY <br />P <br />. <br />1'-0" <br />MIN. <br />1'-0" <br />MIN. <br />1'-0" <br />TREAD <br />(2) EQ. RISERS <br />(E) CURB <br />LEVEL OF DRIVE <br />3' <br />- <br />0 <br />" <br />(N) Ø1-1/2" T.S. HANDRAIL <br />PAINT TO MATCH EXISTING <br />FINISH SURFACE OF WALK <br />FOOTRAIL <br />(N) Ø1-1/2" T.S. POST <br />EMBED 8" MIN. <br />(N) Ø1-1/2" T.S. HANDRAIL <br />PAINT TO MATCH EXISTING <br />(1) TREAD <br />WIDTH <br />FACE OF (E) BUILDING <br />(E) BUILDING ENTRANCE DOOR <br />16C <br />A-0.9 <br />(E) CONCRETE RAMP W/ (2) RUNS, <br />AND W/ INTERMEDIATE LANDINGS <br />(E) CURB <br />(E) HANDRAIL & CURB <br />(N) Ø1-1/2" T.S. HANDRAIL <br />HEIGHT = 36" AFF TYP <br />PAINT TO MATCH EXISTING <br />EDGE OF (E) SLAB @ BUILDING <br />1'-0" <br />MIN. <br />5' <br />- <br />0 <br />" <br />MI <br />N <br />. <br />6"1'-6" <br />PROVIDE A BEND AT THE PIPE WHERE RAIL <br />TRANSITIONS AWAY FROM BUILDING <br />1-1/2" CLEAR <br />1-1/2" TO EDGE 1'-0" <br />MIN. <br />(N) DETECTABLE WARNING <br />PER DETAIL 18/A-0.5 <br />3' <br />- <br />0 <br />" <br />(N) PEDESTRIAN CROSSWALK <br />4" WIDE STRIPING, COLOR: WHITE <br />HATCH LINES @36" MAX. OC <br />(N) PEDESTRIAN CROSSWALK <br />4" WIDE STRIPING, COLOR: BLUE <br />HATCH LINES @36" MAX. OC <br />6'-0"7'-6 1/2" <br />3' <br />- <br />3 <br />" <br />4' <br />- <br />6 <br />" <br />6'-0"7'-6 1/2" <br />(N) T.S. GUARD RAIL & CURB <br />HEIGHT = 42" AFF TYP <br />PAINT TO MATCH EXISTING <br />(N) PLANTER AREA AND CURB <br />(E) DRAIN TO REMAIN <br />8 <br />A-0.9 <br />FINISH SURFACE OF WALK <br />(N) Ø1-1/2" T.S. POST <br />EMBED 8" MIN. @ (E) SLAB <br />(N) Ø1-1/2" T.S. HANDRAIL <br />PAINT TO MATCH EXISTING <br />EDGE OF (E) SLAB AT BUILDING <br />(E) DOOR <br />(E) RAIL MOUNTED TO CURB <br />3' <br />- <br />0 <br />" <br />TY <br />P <br />. <br />7B <br />A-0.9 <br />7B <br />A-0.9 <br />TYP. <br />(N) CURB. SEE <br />CIVIL DRAWINGS. <br />(N) Ø1-1/2" T.S. GUARD DRAIL <br />PAINT TO MATCH EXISTING <br />7A <br />A-0.9 <br />(2) EQ. SPACES <br />3' <br />- <br />6 <br />" <br />4' <br />- <br />0 <br />" <br /> <br />C <br />L <br />R <br />. <br />(E <br />) <br /> <br />R <br />A <br />M <br />P <br />1 <br />1 <br />NELSON <br />ALGAZE <br />No. C-21090 <br />REN. 03/31/2025 <br />L <br />CENSE ARC <br />EC <br />SAE O CAL ORNA <br />1700 E St Andrew Pl - <br />ADA Upgrades12/2/2024