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(E)AC <br />(E)AC <br />(E)AC <br />(E)CC <br />(E)CC <br />(E)CC(55.62 FS) <br />(55.50 FS) <br />(55.20 FS)(54.99 FS) <br />(54.97 FS) <br />(54.91 FS) <br />55.92 FS56.09 FS <br />(56.27 FS) <br />56.23 FS <br />56.22 FS <br />(54.96 FS) <br />56.33 FS <br />56.33 FF <br />56.31 TH <br />4. <br />9 <br />8 <br />% <br />3.94% <br />55.68 FS <br />55.32 FS <br />(54.84 FS) <br />(54.68 FS) <br />55.54 FS <br />4. <br />8 <br />0 <br />% <br />55.40 FS <br />55.54 FS <br />55.71 FS <br />55.83 FS <br />55.55 FS <br />55.74 FS <br />56.07 FS <br />55.61 FS <br />55.35 FS <br />(55.00 FS) <br />55.91 FS <br />56.06 FS <br />56.10 FS <br />55.50 FS <br />(55.00 FS) <br />56.07 FS <br />55.29 FS <br />55.91 FS <br />(1 <br />. <br />6 <br />6 <br />% <br />) <br />3.2 <br />8 <br />% <br />55.51 FS <br />55.52 FS <br />55.43 FS <br />55.40 FS <br />55.42 FS <br />55.97 FS <br />55.79 FS <br />(E)BUILDING <br />(E)AC <br />(E)AC <br />(E)AC <br />(E)CC <br />(E)CC <br />(E)CC <br />56.33 FF <br />56.31 TH <br />56.33 FF <br />56.31 TH <br />3.80% <br />56.07 FS <br />56.03 FS <br />(55.54 FS) <br />(55.24 FS) <br />(56.09 FS) <br />(55.56 TC) <br />(55.00 FS) <br />0.37 <br />% <br />(55.49 FS) <br />(55.31 FS) <br />(56.21 FS) <br />(56.21 FS)(56.17 FS) <br />(55.88 FS) <br />55.96 TC <br />(55.46 FS) <br />(56.05 TC) <br />(55.55 FS) <br />1. <br />1 <br />2 <br />% <br />56.00 TC <br />(55.50 FS) <br />1.2 <br />1 <br />% <br />0.6 <br />9 <br />% <br />55.54 TG <br />56.16 TG <br />(54.85 FS) <br />GB <br />3.54 <br />% <br />GB <br />1.6 <br />5 <br />% <br />0. <br />8 <br />6 <br />% <br />GB <br />GB <br />0. <br />9 <br />4 <br />% <br />GB1.8 <br />0 <br />% <br />GB <br />0.1 <br />2 <br />% <br />GB <br />1. <br />0 <br />2 <br />% <br />GB <br />1.71 <br />% <br />GB <br />1.2 <br />0 <br />% <br />GB1.59 <br />% <br />55.34 FS <br />GB <br />0. <br />7 <br />6 <br />% <br />GB <br />1. <br />2 <br />6 <br />% <br />GB <br />0.10 <br />% <br />SHEET NOTES: <br />1.FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS, SEE SHEETS C-1.0. <br />2.SEE ARCHITECTURAL AND LANDSCAPE DRAWINGS FOR OTHER SITE RELATED <br />DIMENSIONS NOT SHOWN ON THIS DRAWING. <br />3.FOR PAVEMENT MARKINGS AND STRIPING, RAMP WITH HANDRAILS, PLANTER <br />AREA, TRASH ENCLOSURE AND TRANSFORMER ENCLOSURE, SEE <br />ARCHITECTURAL DRAWINGS. FOR LANDSCAPING AND IRRIGATION FEATURES, <br />CONCRETE PAVEMENT PATTERN, TEXTURE AND COLOR INTEGRATION, SEE <br />LANDSCAPE DRAWINGS. FOR GAS, SEWER, ROOF DRAINS, FIRE & DOMESTIC <br />WATER LINES POINTS OF CONNECTION AT BUILDING, SEE MECHANICAL AND <br />PLUMBING DRAWINGS OF THE BUILDING. FOR TRANSFORMER ENCLOSURE AND <br />CONCRETE PAD, SEE ELECTRICAL DRAWINGS. <br />4.FOR CATCH BASIN LOCATIONS AND GRATE ELEVATIONS AND INVERTS SEE <br />SHEET C-2.0. IF TOP OF GRATE ELEVATIONS ARE DIFFERENT FROM GRADING <br />CATCH BASIN ELEVATIONS SHOWN ON THIS SHEET, NOTIFY CPM AND ENGINEER. <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 2020. <br />DSA APPLICATION NO: <br />SHEET TITLE: <br />NUMBER: <br />PROJECT NO: <br />DATE ISSUED: <br />REVISIONS: <br />SHEET <br />6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 <br />T 949.809.3380 WWW.SVA-ARCHITECTS.COM <br />SCALE: <br />OW <br />N <br />E <br />R <br />: <br /> <br />C <br />I <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 />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />A <br />M <br />E <br />: <br /> <br />D <br />E <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 /> <br /> <br /> <br /> <br />R <br />E <br />N <br />O <br />V <br />A <br />T <br />I <br />O <br />N <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 /> <br />5 <br />0 <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 /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <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 />7 <br />DESCRIPTION DATE <br />S T R U C T U R A L <br />E N G I N E E R S I N C <br />Quality <br />Service <br />Commitment <br />C I V I L <br />V C A <br />MBE DBE SBE <br />1.THE ESTIMATED QUANTITIES PROVIDED ABOVE ARE FOR REFERENCE ONLY TO BE USED FOR <br />JURISDICTIONAL PLAN CHECKING AND PERMITTING PURPOSES ONLY. <br />2.ESTIMATED EARTHWORK ABOVE IS BASED ON DESIGN FINISH GRADES TO EXISTING GRADES <br />IN SURVEY. THE ESTIMATED EARTHWORK DOES NOT CONSIDER THE THICKNESS OF EACH <br />PAVEMENT MATERIAL, FOUNDATION AND SLAB ON GRADE VOLUMES, THE REMOVAL OF ANY <br />UNSUITABLE MATERIAL, AND THE REMOVAL OF EXISTING BASEMENTS, PITS, VAULTS, TOP <br />SOIL OR VEGETATION. <br />3.THE ESTIMATED EARTHWORK QUANTITIES DO NOT INCLUDE SHRINKAGE FACTORS DUE TO <br />COMPACTION OR ANY OVER EXCAVATION QUANTITIES. <br />4.THE CONTRACTOR SHALL CALCULATE HIS OWN EARTHWORK QUANTITIES NECESSARY FOR <br />HIS BID AND WORK. THE ENGINEER IS NOT RESPONSIBLE AND LIABLE FOR THE <br />CONTRACTOR'S EARTHWORK CALCULATIONS. <br />5.ESTIMATED EARTHWORK QUANTITIES ABOVE ASSUME THAT ALL ON-SITE MATERIALS ARE <br />SUITABLE FOR BACKFILLING. HOWEVER, ACTUAL EXISTING ON-SITE MATERIALS AND <br />IMPORTED MATERIALS MUST FIRST BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR <br />TO INSTALLATION, REMOVAL, OR REPLACEMENT. <br />6.THE ESTIMATED QUANTITIES WERE CALCULATED AND LIMITED ON ON-SITE AREA ONLY. <br />7.CONTRACTOR SHALL REFER TO GEOTECHNICAL REPORT ALL OTHER REQUIREMENTS THAT <br />MAY BE REQUIRED IN ORDER TO CALCULATE THE CUT AND FILL QUANTITIES. <br />NOTES: <br />ESTIMATED EARTHWORK QUANTITY <br />C-3.0 <br />SITE GRADING <br />PLAN <br />SCALE: <br />SITE GRADING PLAN <br />1"=10 <br />20100510 <br />ESTIMATED CUT = _ 16.80 CY <br />ESTIMATED FILL = _ 88.55 CY <br />ESTIMATED IMPORT = _ 71.75 CY (FILL) <br /> 1" = 10' <br />505 E Central Ave <br />#B11/6/2024