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ZZZZZZZZZZ ZZZZZ ZZZZZ <br />UP <br />RAMPUPRAMPUPRAMPUPUPTHI <br />S <br /> <br />L <br />O <br />O <br />K <br />S <br /> <br />F <br />U <br />N <br />K <br />Y <br /> <br />N <br />E <br />E <br />D <br />S <br /> <br />A <br /> <br />F <br />I <br />X <br /> <br />M <br />A <br />Y <br />B <br />E <br />BR <br />BR <br />COL <br />COL <br />COL <br />COL <br />COL <br />COL <br />COL <br />PLAQUEMS MSSIGN <br />MS TEL PANELSTEAM VAULT <br />STEAM VAULT <br />STEAM VAULT <br />VLTTD SIGN ON PLAQUEIRRIG PANELWVLTWVLTWVLT <br />WVLT <br />WVLT?" WRSL & PPPPPP&SLSL&PPEV <br />FIBER-OPTCOMM VAULTCOMM VAULT111111CONCRETE PAD111111 <br />ZZZZZZZZZZ ZZZZZ ZZZZZ <br />TEL PANELWVLTWVLTWVLT <br />WVLT <br />WVLT?" WRSL & PPPPPP&SLSL&PPEV <br />DN <br />3314 <br />3311 <br />3313 <br />0318 <br />0318 <br />0318 <br />3315 <br />03180318 <br />3315 <br />3316 <br />HYDRONICS VAULTS <br />BELOW <br />ELEC. VAULTS BELOW <br />TUNNEL BELOW <br />WALLS BELOW <br />FIRE AL. RM. <br />BELOW <br />006 <br />ELEV-ABAN. <br />BELOW <br />007 <br />MECH-ABAN. <br />BELOW <br />008 <br />3318 <br />PORT <br />COCHERE <br />REMOVE CONCRETE PAVING/ WALKWAY <br />(ASI#20 ISSUANCE) <br />3315 <br />ADDITIONAL REMOVE CONCRETE PAVING/ WALKWAY <br />#10.2 <br />ASI <br />3314 <br />3311 <br />ELEC. VAULTS BELOW <br />TUNNEL BELOW <br />FIRE AL. RM. <br />BELOW 006 <br />ELEV-ABAN. <br />BELOW 007 <br />MECH-ABAN. <br />BELOW <br />008 <br />SOUTH <br />ENTRY <br />0318 <br />0318 <br />03180318 <br />0318 <br />3316LIDS AREA <br />DIRTS AREA1' - 0"1 <br />A1.1-2 <br />0319 <br />HAIRLINE CRACKS <br />NO TREATMENT NEEDED <br />CIM 1000 FULL 90 MILS WET <br /> SHRINKAGE CRACKS BETWEEN <br />1/16" AND 1/4" MUST BE <br />STRIPE COATED WITH CIM 1000 <br />TROWEL GRADE <br />CIM 1000 FULL 90 MILS TROWEL <br />GRADE <br />CIM SCRIM FABRIC SET IN WET <br />CIM MATERIAL <br />ST <br />09-30-2027 <br />OARCHITECT <br />FOF CA LE <br />REN. <br />AT ARNNO.SELIC NE <br />C-27893D TECHIT <br />ARC <br />DAVID SCHNEE <br />I <br />U <br />E <br />I <br />H <br />U <br />9 <br />AS.O <br />A <br />F R A N CN <br />4 0 8 0 <br />H <br />I <br />N <br />S <br />L11 <br />AL <br />E <br />CR <br />N D E N VA <br />,N I N G <br />CRAE <br />TCEIT <br />S C <br />S <br />N <br />N <br />G R O U P <br />7 <br />S <br />5 06 <br />C <br />0718 <br />2 <br />P <br />R <br />A <br />O <br />90 <br />A <br />EU <br />C <br />+ <br />ER <br />4 <br />SHEET TITLE AND NO. <br />SHEET NOTES <br />N <br />ISSUE DATE <br />PROJECT: <br />CA REG. <br />Project Arch.---- <br />---- <br />PERMIT SET 1ST ISSUANCE <br />BID SET <br />FINAL PERMIT/CONFORM SET <br />09/29/2023 <br />04/30/2024 <br />08/02/2024 <br />22575-01 <br />26 CIVIC CENTER <br />PLAZA <br />SANTA ANA <br />CA 92701 <br />SANTA ANA <br />LIBRARY <br />RENOVATION <br />CITY OF SANTA ANA <br />26 CIVIC CENTER PLAZA <br />SANTA ANA, CA 92701 <br />REV # DESCRIPTION DATE <br />1 BACKCHECK REV-1 03.01.2024 <br />2 CITY REVIEW REV-1 08.02.2024 <br />3 CITY REVIEW REV-2 10.18.2024 <br />4 CITY REVIEW REV-3 01.27.2025 <br />5 CITY REVIEW REV-4 04.07.2025 <br />6 CITY REVIEW REV-5 06.27.2025 <br />7 CITY REVIEW REV-6 10.24.2025 <br /> <br />REVIEWED FOR CONSTRUCTABILITY: <br /> 80470 <br />SEAN THOMAS. P.E. RCE NO: <br />PRINCIPAL CIVIL ENGINEER <br />DATE: <br />RECOMMENDED FOR CONSTRUCTION: <br /> 62968 <br />JASON GABRIEL. P.E. RCE NO: <br />PRINCIPAL CIVIL ENGINEER <br />DATE: <br />A1.0-2 <br />DEMOLITION <br />ENLARGED SOUTH <br />SITE PLAN <br /> 3/16" = 1'-0"4SP- SITE PLAN-DEMOLITION ENLARGED SOUTH SITE <br />KEYNOTE <br />NO.KEYNOTE TEXT <br />0318 INFILL EXISTING SHAFT OPENINGS AT SLAB ON <br />GRADE, SEE STRUCURE DETAIL 7/S4.0-4 <br />0319 EXTENDED SITE CONCRETE FROM VAULT WALL <br />FOR JOINT SHIFTING, 12" WIDE <br />3311 ACCESS TO ELEC VAULT, REPLACE THE LIDS <br />3313 HYDRAULIC VAULT WITH LIDS, OWNED BY THE <br />COUNTY, REPAINT THE LIDS <br />3314 ELEVATOR VAULT AND LIDS, DEMO, PATCH AND <br />REFILL, SEE STRUCURE DETAIL 12/S5.0-1 <br />3315 DEMO EXISTING LOUVER BOX CURBS, LOW <br />WALLS (FRAMING + PANELS), AND LOUVERS <br />3316 EXISTING SHAFT TO REMAIN, DETAILED INFO SEE <br />1/A1.2-2 <br />3318 VAULT VENTS <br /> 1/2" = 1'-0"3SP- SITE PLAN - ENLARGED SOUTH SITE LIDS INFILLS DIAGRAM <br />#10.2 <br />ASI <br /> 3" = 1'-0"1 CRACK TREATMENT DETAIL <br /> 3" = 1'-0"2 CRACK JOINT/ CONTROL JOINT REINFORCEMENT TREATMENT DETAIL