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(E) BUILDING <br />FF = 108.90 <br />8.50' <br />18 <br />. <br />0 <br />0 <br />' <br />9.00'8.00'9.00'8.50'8.50' <br />2 <br />1 <br />4 <br />3 <br />7 <br />TYP <br />4 4 <br />51.47'17.64' <br />8. <br />0 <br />0 <br />' <br />7. <br />5 <br />0 <br />' <br />(E) BUILDING <br />FF = 108.90' <br />P <br />P <br />C <br />L <br />L <br />L <br />GR <br />A <br />N <br />D <br /> <br />A <br />V <br />E <br />N <br />U <br />E <br />N <br />0 <br />0 <br />° <br />0 <br />6 <br />' <br />2 <br />0 <br />' <br />' <br /> <br />W <br />66 <br />0 <br />. <br />0 <br />1 <br />' <br />(E) <br />CC <br />(E) <br />AC <br />(E) <br />AC <br />(E) <br />AC <br />(E) <br />AC <br />(E) <br />PA <br />(E) <br />PA <br />(E) <br />PA <br />(E) <br />AC <br />(E) <br />AC(E) <br />AC <br />38.60' <br />(E) <br />AC <br />5TYP5TYP5 <br />6START <br />4. <br />0 <br />0 <br />' <br />4 <br />1 <br />31 <br />. <br />0 <br />0 <br />' <br />TYP <br />5 TYP <br />21 <br />. <br />4 <br />1 <br />' <br />9. <br />1 <br />7 <br />' <br />LIMIT OF WORK <br />LIMIT OF WORK <br />LIMIT OF WORK <br />3 <br />TYP <br />10 <br />. <br />0 <br />7 <br />' <br />60.57'42.64' <br />(E <br />) <br /> C <br />O <br />N <br />C <br />R <br />E <br />T <br />E <br /> <br />S <br />I <br />D <br />E <br />W <br />A <br />L <br />K <br />70.08' <br />6 END <br />8 <br />8 <br />8 <br />1 <br />8 <br />END6 <br />8 <br />8 <br />6 <br />69.75' <br />16.68' <br />9 <br />9 <br />1 <br />CONSTRUCTION NOTES: <br />CONSTRUCT NEW 4" THICK CONCRETE PAVEMENT OVER 4" THICK <br />CRUSHED AGGREGATE BASE PER DETAIL 1 ON SHEET C-4.0. <br />CONSTRUCT NEW 4" THICK AC PAVEMENT OVER 4" THICK CRUSHED <br />AGGREGATE BASE (CAB) PER DETAIL 2 ON SHEET C-4.0. <br />OVERLAY WITH NEW LAYERS OF AC PAVEMENT A MINIMUM OF 1.5" <br />PER DETAIL 3 ON SHEET C-4.0. <br />NEW STRIPING PER ARCHITECTURAL DRAWINGS. <br />INSTALL NEW WHEEL STOP PER ARCHITECTURAL DRAWINGS. <br />CONSTRUCT NEW 6" CONCRETE CURB PER DETAIL 4 ON SHEET C-4.0. <br />INSTALL NEW CAST IN PLACE TRUNCATED DOMES PER DETAIL 7 ON <br />SHEET C-4.0. <br />CONSTRUCT CONCRETE CURB SLOT PER DETAIL 8 ON SHEET C-4.0. <br />ACCESSIBLE SIGNAGE PER ARCHITECTURAL DRAWINGS. <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />CONSTRUCTION LEGEND: <br />CONSTRUCT NEW 4" THICK CONCRETE PAVEMENT OVER 4" THICK <br />CRUSHED AGGREGATE BASE PER DETAIL 1 ON SHEET C-4.0. <br />OVERLAY WITH NEW LAYERS OF AC PAVEMENT A MINIMUM OF 1.5" <br />PER DETAIL 3 ON SHEET C-4.0. <br />INSTALL NEW CAST IN PLACE TRUNCATED DOMES PER DETAIL 7 ON <br />SHEET C-4.0. <br />NEW STRIPING PER ARCHITECHTURAL DRAWINGS. <br />LIMIT OF WORK <br />CONSTRUCT NEW 4" THICK AC PAVEMENT OVER 4" THICK CRUSHED <br />AGGREGATE BASE PER DETAIL 2 ON SHEET C-4.0. <br />1.FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS, SEE <br />SHEET C-1.0. <br />2.SEE ARCHITECTURAL DRAWINGS FOR OTHER SITE RELATED <br />DIMENSIONS NOT SHOWN ON THIS DRAWING. <br />3.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO <br />VERIFY SURFACE AND/ OR UNDERGROUND UTILITIES IN <br />CONFLICT WITH THE PROPOSED DEMOLITION AND DESIGN <br />ITEMS. CONTRACTOR SHALL REPORT ANY DISCREPANCIES <br />AND/OR CONSTRUCTION RELATED ISSUES TO THE OWNER OR <br />DESIGN TEAM PRIOR TO THE COMMENCEMENT OF WORK. <br />4.THE CONTRACTOR IS TO PROTECT THE EXISTING FOUNDATION <br />DURING THE CONSTRUCTION OF THE SIDEWALK. <br />SHEET NOTES: <br />SCALE:1"=10' <br />ENLARGE SITE CONTROL PLAN <br />0510 2000100 <br />SURVEYOR'S INFORMATION: <br />SURVEYOR DATE: JULY 15, 2024 <br />FLORENTINO FERRER <br />FERRER & ASSOCIATES <br />LAND SURVEYORS & ENGINEERS <br />16388 COLIMA ROAD, UNIT 206-L <br />HACIENDA HEIGHTS, CA 91745 <br /> SURVEYOR'S NOTES <br />1.THIS MAP REPRESENTS A TOPOGRAPHIC SURVEY OF VISIBLE FIELD <br />CONDITIONS AT THE TIME OF THIS SURVEY. NO EASEMENTS, <br />COVENANTS, CONDITIONS, OR RESTRICTIONS HAVE BEEN <br />DETERMINED EXCEPT THOSE SHOWN. <br />2.THE HORIZONTAL BASIS FOR THIS SURVEY IS N 00°06'20" W GRAND <br />AVENUE PER TRACT NO. 3841 SHEET 2 OF 2 IN THE CITY OF SANTA <br />ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA. <br />3.THE VERTICAL BASIS FOR THIS SURVEY IS DESCRIBED BY OCS 2001 - <br />DISTURBED - FD 3 3 <br />4" OCS ALUMINUM BM DISK STAMPED "3B-73-68", <br />SET IN THE TOP OF THE N END OF A CONCRETE HEAD WALL. <br />MONUMENT IS LOCATED IN THE NE CORNER OF THE INTERSECTION <br />OF GRAND AVE AND THE SANTA FE/TOPEKA RAILWAY, 42.8' E'LY OF <br />THE CENTERLINE OF GRAND AVE AND 51' N'LY OF THE MOST N'LY RAIL <br />ALONG THE RAILWAY. MONUMENT IS SET LEVEL WITH THE SIDEWALK. <br />ELEVATION = 116.36' <br />4.REFER TO AUTOCAD DWG FILE FOR ADDITIONAL SURVEY POINTS AND <br />DATA FEATURES NOT SHOWN HERE. <br />FILE NO.:TENANT IMPROVEMENT PLAN <br />PROJECT LIMITS <br />CITY OF SANTA ANA <br />PUBLIC WORKS AGENCY <br />REVISIONS REFERENCES <br />NUMBER DATE INITIALS DESCRIPTION APPROVED INSTALLED <br />CONSTRUCTION COMPLETED:SHEET _ OF 8 <br />BENCHMARK NO.:ELEV.: <br />DATE <br />08/2024DESIGNED: AL DRAWN: RF CHECKED: TD <br />08/2024 <br />RECOMMENDED FOR <br />CONSTRUCTION: <br />REVIEWED FOR <br />CONSTRUCTABILITY: <br />PRINCIPAL CIVIL ENGINEER <br />08/2024 <br />PRINCIPAL CIVIL ENGINEER <br />PREPARED UNDER <br />THE SUPERVISION <br />OF: <br />RCE NO.:36079 <br />RCE NO.: <br />SENIOR CIVIL ENGINEER <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />O <br />. <br /> <br />Y <br />Y <br />- <br />N <br />N <br />N <br />N <br />: <br /> <br />1 <br />0 <br />0 <br />1 <br /> <br />S <br /> <br />G <br />R <br />A <br />N <br />D <br /> <br />A <br />V <br />E <br />. <br />SITE CONTROL PLAN <br />4 <br />C-2.1 <br />Behrooz Sarlak 4/7/2025