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UP <br />UP <br />5' - 9" <br />1' <br /> <br />- <br /> <br />0 <br />" <br /> <br />E <br />X <br />T <br />E <br />N <br />S <br />I <br />O <br />N <br />1' - 1"1' - 1" <br />A01.3 <br />2 <br />6 <br />A62.4 <br />4' - 0" <br />4' - 0" <br />4' - 0" <br />4' - 0" <br />4' - 0" <br />4'-0" . <br />4'-0". <br />4' - 0" <br />4' - 0" <br />4' - 0" <br />4' <br /> - <br /> 0 <br />" <br />4' - 0" <br />1.50° <br />1.46° <br />1.46° <br />1.46° <br />1.46° <br />1.46° <br />1.46° <br />1.46° <br />1.46° <br />1.46° <br />1.46° <br />1.46° <br />28 <br />' <br /> <br />- <br /> <br />1 <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br />(N) HANDRAIL PER <br />7/ A01.3 <br />(N) CONCRETE PAVEMENT. <br />REFER TO C-3.0 &C-4.0 <br />5' <br /> <br />- <br /> <br />0 <br />" <br />5' - 0" <br />SEE CIVIL PLANS, DETAIL <br />2 / SHEET C-4.0. <br />(N) CONCRETE PAVEMENT. <br />REFER TO C-3.0 &C-4.0 <br />(N <br />) <br /> <br />L <br />A <br />N <br />D <br />S <br />C <br />A <br />P <br />E <br />(N <br />) <br /> <br />L <br />A <br />N <br />D <br />S <br />C <br />A <br />P <br />E <br />(N <br />) <br /> <br />L <br />A <br />N <br />D <br />S <br />C <br />A <br />P <br />E <br />(N <br />) <br /> <br />L <br />A <br />N <br />D <br />S <br />C <br />A <br />P <br />E <br />2' - 11" <br />3' - 2 1/2" <br />3' - 6 1/2" <br />8" <br />4' - 6 1/4" <br />1' <br /> <br />- <br /> <br />5 <br /> <br />1 <br />/ <br />4 <br />" <br />WALL ABOVE, <br />SHOWN DASHED <br />WALL <br />ABOVE, <br />SHOWN <br />DASHED <br />6.16º <br />2' - 1 1/4" <br />10 3/4" <br />1.46° <br />2' - 10" <br />1' - 6" <br />1' <br /> <br />- <br /> <br />4 <br />" <br />10 1/4" <br />21 <br />' <br /> <br />- <br /> <br />0 <br /> <br />1 <br />/ <br />4 <br />" <br />5' - 9" <br />20 <br />' <br /> <br />- <br /> <br />1 <br />0 <br /> <br />3 <br />/ <br />4 <br />" <br />REFER TO CIVIL C-2.0 & C-3.0 <br />FOR ADDITIONAL INFORMATION <br />(N) HANDRAIL TO BE INSTALLED <br />PER 7/A01.3 <br />1' <br /> <br />- <br /> <br />0 <br />" <br />8 <br />A01.3 <br />A -RAMP SECTION <br />HANDRAIL WHERE <br />OCCURS PER PLAN <br />HEAVY BROOM FINISH <br />PERPENDICULAR TO RAMP <br />MAX. 2% CROSS- <br />SLOPE <br />H <br />IF H IS 30" OR GREATER <br />GUARDS SHALL BE <br />INSTALLED <br />48-IN. MIN. CLR. <br />E. <br />O <br />. <br />C <br />O <br />N <br />C <br />. <br />2' <br /> <br />- <br /> <br />1 <br />0 <br />" <br />PLEASE REFER TO CIVIL, <br />FOR ADDITIONAL <br />INFORMATION <br />3" <br /> <br />M <br />A <br />X <br />. <br />A01.3 <br />4 <br />EDGE OF RAMP/SLAB <br />CAST-IN-PLACE CONC. <br />CURB <br />1/4" STEEL SLEEVE <br />NON-SHRINK GROUT, STEEL <br />TROWEL SMOOTH <br />1-1/2" DIA. STD. STL. PIPE <br />RAILING - WELD TO POST <br />WITH 3/16" FILLET WELD <br />ALL AROUND, GRIND <br />SMOOTH, TYP. <br />4" <br />1' <br /> <br />- <br /> <br />0 <br />" <br />2 <br />1 <br />/ <br />2 <br />" <br />1 <br />1 <br />/ <br />2 <br />" <br />4" <br />1/2" <br />1-1/2" DIA. STANDARD <br />STEEL PIPE <br />NON-SHRINK GROUT <br />(3) EA. SIDE #4 X 1'-6" WELDED <br />TO SLEEVE AS SHOWN <br />1/2" CHAMFER ON EXPOSED <br />CORNER EDGE OF CONC. <br />RAMP <br />CL <br />CL <br />R <br />. <br />1" <br />TYP. <br />SPOT WELD <br />(N) LOCATION <br />FOR EXISTING <br />MANUALLY <br />OPERATED <br />PARKING GATE. <br />(N) ACCESSIBLE <br />PARKING <br />STRIPING REFER <br />TO 18/A01.4 <br />NEW PARKING <br />STRIPING SEE <br />17/A01.4 FOR DETAIL <br />2' <br /> <br />- <br /> <br />0 <br />" <br />1' <br /> <br />- <br /> <br />6 <br />" <br />1' <br /> <br />- <br /> <br />6 <br />" <br />2' <br /> <br />- <br /> <br />0 <br />" <br />9' - 0" <br />NEW PARKING <br />STRIPING SEE <br />17/A01.4 FOR DETAIL <br />14 <br />' <br /> <br />- <br /> <br />8 <br />" <br />NEW TRUNCATED <br />DOMES TO BE <br />INSTALLED 3/A01.4 <br />NO <br />PARKING <br />NO <br />PARKING <br />NO <br />PARKING <br />40' - 10 1/4" <br />STANDARD ACCESIBLE <br />PARKING SIGNAGE PER <br />19/GEN-6 <br />VAN ACCESIBLE PARKING <br />SIGNAGE PER 5/A01.4 <br />8' - 4" <br />"BOOK DROP OFF <br />ONLY" IN 12 INCH <br />HIGH WHITE LETTERS5' - 0"12' - 0"8' - 8 1/2" <br />11 <br />" <br />14 <br />' <br /> <br />- <br /> <br />4 <br />" <br />NEW BOOK DROP OFF <br />SIGNAGE PER <br />18/GEN-6 <br />NEW LOCATION FOR <br />(E) BOOK DROP OFF <br />SEE DETAIL 20/A01.4. <br />NEW ADA <br />CLEARANCE SPACE <br />(N) SIGNAGE <br />FOR BOOK <br />DROP <br />OFF PARKING <br />PER 18/GEN-6 <br />WHEEL STOP <br />(N) SIGNAGE <br />FOR BOOK <br />DROP <br />OFF PARKING <br />PER 18/GEN-6 <br />A01.4 <br />18 <br />B-RAMP RAILING <br />(FREESTANDING) <br />2' <br /> <br />- <br /> <br />1 <br />0 <br />" <br />1-1/2" DIA. STANDARD <br />PIPE RAIL, PAINTED <br />COLOR PER ARCHITECT'S <br />DIRECTION <br />HANDRRAIL EXTENSION <br />SIMILAR TOP AND <br />BOTTOM OF RAMP <br />1-1/2" DIA. STANDARD PIPE <br />POST, PAINTED <br />COLOR PER ARCHITECT'S <br />DIRECTION <br />CURB BEYOND WHERE <br />OCCURS <br />PROVIDE 1-1/2" X 11 GA. <br />DIA. GALV. SCH. 40 STEEL <br />PIPE WHEEL GUIDE RAIL, <br />WHEN ADJACENT TO <br />WALL AND IF NO CURB IS <br />PRESENT <br />3" <br />1' <br /> <br />- <br /> <br />1 <br />0 <br />" <br />LEVEL <br />1' - 0"5 <br />A01.3 <br />C -RAMP RAILING <br />LEVEL <br />1' - 0" <br />RAMP <br />HEAD <br />RAMP TOE <br />MAX1 <br />12 <br />SEE 13/A02.0 <br />RAMP PER PLAN <br />LEVEL <br />LENGTH PER PLAN <br />2' <br /> <br />- <br /> <br />1 <br />0 <br />" <br />4" CURB WHERE <br />OCCURS <br />2' <br /> <br />- <br /> <br />1 <br />0 <br />" <br />1' <br /> <br />- <br /> <br />0 <br />" <br />1' <br /> <br />- <br /> <br />0 <br />" <br />1-1/2" DIA. X 11 GA. GALV. SCH. 40 TUBULAR STEEL PIPE HANDRAIL. <br />MOUNT TO POST OR TO GUARD RAIL POST WHEN ADJACENT <br />1' <br /> <br />- <br /> <br />1 <br />0 <br />" <br />2' - 10" <br />4'-0" MAX FOR VERTICAL RAIL PLACEMENT <br />PLACEMENT <br />4'-0" O.C. MAX <br />VERTICAL POST <br />3" <br />RAMP HDRL. <br />EXT. BENT <br />TO MEET <br />STAIR HDRL. <br />PER PLAN. <br />A01.3 <br />6 <br />LEVEL <br />1' - 0" <br />RAMP <br />HEAD <br />RAMP TOE <br />MAX 1 <br />12 <br />SEE 13/A02.0 <br />RAMP PER PLAN <br />LEVEL <br />1' - 0" <br />2' <br /> <br />- <br /> <br />1 <br />0 <br />" <br />4" CURB WHERE <br />OCCURS <br />2' <br /> <br />- <br /> <br />1 <br />0 <br />" <br />1' <br /> <br />- <br /> <br />0 <br />" <br />1' <br /> <br />- <br /> <br />0 <br />" <br />1' <br /> <br />- <br /> <br />1 <br />0 <br />" <br />2' - 10" <br />4'-0" MAX FOR VERTICAL RAIL PLACEMENT <br />PLACEMENT <br />4'-0" O.C. MAX <br />VERTICAL POST <br />3" <br />(N) CONCRETE LANDING (N) CONCRETE PER PLAN <br />RAMP HDRL. <br />EXT. BENT TO <br />MEET STAIR <br />HDRL. PER PLAN.5 <br />A01.3 <br />T.O. <br />STAIR <br />THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS <br />INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF <br />EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY <br />NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR <br />DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA <br />ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. <br />SCALE: <br />REVISIONS: <br />OW <br />N <br />E <br />R <br />: <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />A <br />M <br />E <br />: <br />CL <br />I <br />E <br />N <br />T <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />: <br />6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 <br />T 949.809.3380 WWW.SVA-ARCHITECTS.COM <br />DATE ISSUED: <br />PROJECT NO: <br />As indicated <br />07/08/24 <br />A01.3 <br />ENLARGED SITE <br />PLANS <br />2022-40123 <br />CI <br />T <br />Y <br /> <br />O <br />F <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />NE <br />W <br />H <br />O <br />P <br />E <br /> <br />L <br />I <br />B <br />R <br />A <br />R <br />Y <br />MO <br />D <br />E <br />R <br />N <br />I <br />Z <br />A <br />T <br />I <br />O <br />N <br />12 <br />2 <br /> <br />N <br />. <br /> <br />N <br />E <br />W <br />H <br />O <br />P <br />E <br /> <br />S <br />T <br />. <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />1/4" = 1'-0"1ENLARGED RAMP PLAN1/2" = 1'-0"2ENLARGED PLAN -RAMP PLAN <br />3/4" = 1'-0"5CONCRETE RAMP SECTION <br />(N) SLOUGH WALL TO BE INSTALLED <br />REFER TO 3/C-4.0 FOR ADDTITIONAL <br />INFORMATION <br />NOTE:REFER TO CIVIL AND STRUCTURAL FOR ADDITIONAL INFORMATION. <br />NOTE:REFER TO CIVIL FOR ADDITIONAL INFORMATION REGARDING SCOPE OF WORK. <br />3" = 1'-0"4RAILING ATTACHMENT @ EDGE <br />1/4" = 1'-0"3SITE-ENLARGED PARKING PLAN <br />3/4" = 1'-0"6CONCRETE RAMP FREESTANDING RAILING 3/4" = 1'-0"7CONCRETE RAMP RAILING <br />3/4" = 1'-0"8CONCRETE RAMP LONG. SECTION <br />1' - 0" HANDRAIL <br />EXTENSION BENT TO <br />MEET STAIR HANDRAIL <br />DESCRIPTION DATE <br />1 ASI #01 04/09/25 <br />2 ASI #02 06/24/25 <br />3 ASI #03 07/02/25 <br />1-1/4" FROM <br />FACE OF WALL <br />POINT OF <br />REFERENCE