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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 />DATE ISSUED: <br />PROJECT NO: <br />10/23/2023 <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 />DE <br />L <br />H <br />I <br /> <br />C <br />O <br />M <br />M <br />U <br />N <br />I <br />T <br />Y <br /> <br />C <br />E <br />N <br />T <br />E <br />R <br />RE <br />N <br />O <br />V <br />A <br />T <br />I <br />O <br />N <br />50 <br />5 <br /> <br />E <br />A <br />S <br />T <br /> <br />C <br />E <br />N <br />T <br />R <br />A <br />L <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 /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />DESCRIPTION DATE <br />2022-40198 <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 />6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 <br />T 949.809.3380 WWW.SVA-ARCHITECTS.COM <br />As Noted <br />SHEET <br />NUMBER:L4.402 <br />LANDSCAPE <br />CONSTRUCTION <br />DETAILS <br />FS <br />1'-6" <br />TYP. <br />9" <br />6" <br />15 <br />' <br />- <br />6 <br />" <br />6" <br />9" <br />CL <br />18'-0" <br />R22 <br />' <br />- <br />9 <br />" <br /> <br />O <br />. <br />C <br />. <br />R23 <br />' <br />- <br />3 <br />" <br /> <br />O <br />. <br />C <br />. <br />1' <br />1' <br />8" <br />TYP. <br />R7'-3" <br /> <br />O <br />. <br />C <br />. <br />5'-4" O <br />. <br />C <br />. <br />TYP. <br />18'-0" <br />12 <br />' <br />- <br />1 <br />0 <br />" <br />- <br />0 <br />" <br />16'-0" O.C. <br />16'-0" O.C. TYP. <br />LEGEND <br />CONCRETE FOOTING PER STRUCTURAL. <br />HSS 2" X 6" SQ. TUBE STEEL HEADER. SEE DETAIL 2, SHEET S-3.1 <br />HSS 4" X 4" SQ. TUBE STEEL POST. SEE DETAIL 2, SHEET S-3.1. <br />COMPACTED SUBGRADE PER GEOTECHNICAL REPORT <br />HSS 2" X 2" TUBE STEEL TRELLIS. SEE DETAIL 2, SHEET S-3.1. <br />ADJACENT PAVING PER CONSTRUCTION PLAN <br />HSS 1 <br />2" CAP PLATE <br />4' LIGHT BAR (SEE LIGHTING PLANS) <br />8' LIGHT BAR (SEE LIGHTING PLANS) <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />CL <br />CL <br />CL <br />CL CL <br />CL <br />CL <br />CLCL <br />CL <br />CL <br />R6'-9" O.C. <br />CL <br />CL <br />CLCL <br />NOTES: <br />1.POUR CONCRETE FOOTING AGAINST FIRM UNDISTURBED SOIL <br />OR PROPERLY COMPACTED FILL PER GEOTECHNICAL REPORT. <br />2.REFER TO THE STRUCTURAL ENGINEERING DRAWINGS FOR <br />CONCRETE FOOTING STRUCTURAL DESIGN INCLUDING <br />REINFORCEMENT. <br />3.REFER TO THE CONSTRUCTION MATERIAL SCHEDULE FOR <br />COLOR, FINISH, AND MANUFACTURER INFO. <br />4.SUBMIT SHOP DRAWINGS CUTSHEETS TO OWNER / ARCHITECT <br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND <br />INSTALLATION. <br />5.ALL POSTS TO BE GALVANIZED TUBULAR STEEL PRIOR TO <br />PAINTING. <br />6.ALL STEEL AND METAL TO BE COATED WITH A ZINC RICH <br />PRIMER TO PREVENT CORROSION. <br />7.ALL CONNECTORS TO BE CONTINUOUS WELDED. REMOVE ALL <br />SLAG & SPLATTER AND GRIND ALL WELDS SMOOTH. ALL <br />TUBING TO HAVE ENDS WELDED CLOSED. <br />REFER TO GEOTECHNICAL REPORT FOR ALL <br />CONCRETE THICKNESS, STRENGTH, <br />REINFORCEMENT, AND SUBGRADE <br />INFORMATION. <br />ELEVATION AA <br />SCALE: 1/2"=1'-0" <br />PLAN VIEW <br />SCALE: 1/2"=1'-0" <br />ENLARGEMENT C - POST CAP DETAIL <br />SCALE: N.T.S. <br />FS <br />18'-0" <br />12 <br />' <br />- <br />1 <br />0 <br />" <br />- <br />0 <br />" <br />16'-0" O.C. <br />CL CL <br />ELEVATION BB <br />SCALE: 1/2"=1'-0" <br />L4.401 <br />L4.401 <br />ENLARGEMENT A - CENTER BEAM DETAIL <br />PLAN VIEW <br />SECTION AA - CENTER BEAM DETAIL <br />(ROTATED FOR CLARITY) <br />ENLARGEMENT B - POST AND BEAM DETAIL <br />PLAN VIEW <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />L4.401 <br />PER STRUCTURAL (TYP.) <br />3 <br />2 <br />5 <br />6 <br />1 <br />4 <br />2 <br />9 <br />5 <br />8 <br />3 <br />2 <br />5 <br />STOP 1 <br />2" FROM <br />CORNER3 <br />16" <br />5 <br />2 <br />SECTION BB - POST AND BEAM DETAIL <br />(ROTATED FOR CLARITY) <br />2 <br />5 <br />2 <br />3 <br />FLARE BEVEL WELD <br />TYP. <br />2 <br />5 <br />9 <br />3 <br />FLARE BEVEL WELD <br />TYP. <br />3 <br />7 CJP <br />5 <br />CJP <br />L4.401 <br />ENLARGEMENT D - LOUVER CAP DETAIL <br />CJP <br />7 <br />7 <br />7 <br />3 <br />2 <br />5 <br />6 <br />1 <br />4 <br />PER STRUCTURAL (TYP.) <br />K OVERHEAD SHADE STRUCTURE <br />COLOR/FINISH DUNN EDWARDS, <br />BLACK 002; POWDER COATING <br />505 E Central Ave <br />#B11/6/2024