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LIMIT OF WORKCIVIC CENTER DRIVE <br />ROSS STREETLIMIT OF WORK <br />LIMIT OF WORK LIMIT OF WORKSANTA ANA LIBRARY <br />PARKING STRUCTURELIMIT OF WORKKID'S AREA <br />N.A.P. <br />EXISTING TO REMAIN <br />EV <br />CAPABLE <br />PARKING <br />STALL <br />EV <br />CAPABLE <br />PARKING <br />STALL <br />EV <br />CAPABLE <br />PARKING <br />STALL <br />EV <br />CAPABLE <br />PARKING <br />STALL <br />TR <br />TR <br />ZZZZZZZZZZ ZZZZZ ZZZZZ <br />TEL PANELWVLTWVLTWVLT <br />WVLT <br />WVLT?" WRSL & PPPPPP&SLSL&PPEV <br />3314 <br />33113313 <br />DN <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 />HYDRONICS VAULTS <br />BELOW <br />PROPERTY LINE <br />BOOK <br />MOBILE <br />PARKING <br />DN <br />SLOPE <br />V.I.F. <br />DN <br />PA <br />PAPA PA <br />3309 <br />33103317 <br />PORT <br />COCHERE <br />SOUTH <br />ENTRY <br />DETECTABLE WARNING <br />DETECTABLE WARNING <br />TRASH <br />ENCLOS <br />URE <br />17 <br />A1.1-2 <br />18 <br />A1.1-2 <br />10 <br />A1.1-2 <br />SLOPE <br />V.I.F. <br />0318 <br />0318 <br />031803180318 <br />LIDS AREA WITH <br />NEW PAVING ON TOP <br />DIRTS AREA WITH <br />NEW PAVING ON TOP <br />18 <br />A1.1-2 <br />3 <br />A1.1-2 <br />17 <br />A1.1-2 <br />17 <br />A1.1-2 <br />17 <br />A1.1-2 <br />17 <br />A1.1-2 <br />17 <br />A1.1-2 <br />SIM.SIM.SIM. <br />9 <br />A1.1-2 <br />Sim <br />1 <br />A1.1-2 <br />PA <br />PAVER TILE, 13/16" THICKNESS, SEE LANDSCAPE <br />DWGS. <br />GROUT <br />FULL 90 MIL CIM 1000 <br />SYSTEM <br />THINSET <br />BONDED MORTAR <br />BED <br />(E) LID <br />SLOPE V.I.F. <br />2 PIECE 26GA FLASHING W. <br />SCREWS @ 24" OC, PAINT TO <br />MATCH ADJ. <br /> (E) CONC. CURB <br />6" CIM SCRIM FABRIC SET IN <br />WET CIM MATERIAL <br />FULL 90 MIL CIM 1000 SYSTEM <br />EXTENDING UP 8” MIN.(E) WALL <br />8" MIN.REMOVE (E) MORTAR JOINT TO ACCOMMODATE (N) <br />FLASHING, FILL JOINT WITH SILICONE SEALANT OVER <br />BACKER ROD, MIN. 1/4" WIDE <br />(E) MARBLE CLADDING <br />(E) CONCRETE CURB <br />EXTENSION DOWN <br />OUTBOARD ON CONCRETE <br />SLAB V.I.F. <br />REMOVE THE TOP 2” BELOW <br />FIRST FLOOR LEVEL LINE IF <br />EXISTING 2"FIRST FLOOR <br />CANT STRIP 1/2"X1/2" MIN. CIM <br />1000 TROWEL GRADE4" MIN. OVERLAPHIGH TEMPERATURE SELF <br />ADHERED MEMBRANE <br />PAVER TILE, 13/16" THICKNESS, SEE <br />LANDSCAPE DWGS. <br />FULL 90 MIL CIM 1000 <br />SYSTEM <br />THINSET <br />BONDED MORTAR <br />BED <br />(E) LID <br />REINFORCED FLASHING <br />MEMBRANE <br />(FULLY ADHERE OVER <br />PRIMED SURFACE) <br />(E) EARTH <br />5" CONCRETE SUBSTRATE <br />FLEXIBLE JOINT FILLER <br />DIVIDER STRIP <br />1' - 0"SLOPE V.I.F. <br />#4 BAR DOWEL, 4" MIN. <br />EMBED, SET IN EPOXY <br />CANT STRIP 1/2"X1/2" MIN. CIM <br />1000 TROWEL GRADE <br />(E) VAULT CONCRETE <br />WALL <br />12" MIN.EXTEND LID WP MIN. 12 ” BELOW <br />COLD JOINT BETWEEN (E) <br />VAULT WALL AND (E) LID <br />CIM 1000 FULL 90 MILS WET <br />PAVER TILE, 13/16" THICKNESS, SEE <br />LANDSCAPE DWGS. <br />GROUT <br />FULL 90 MIL CIM 1000 <br />SYSTEM <br />THINSET <br />BONDED MORTAR <br />BED <br />SLAB INFILL, TOP ELEVATION TO <br />MATCH EXISTING LIDS ADJ. SEE <br />STRUCURE 12/S5.0-1 AT HATCH <br />INFILL 3314 ELEV. SHAFT; SEE <br />7/S4.0-4 AT HATCH INFILL 0318 <br />LOUVER SHAFTS <br />SLOPE V.I.F.2"(E) CONCRETE CURB <br />EXTENSION DOWN <br />OUTBOARD ON CONCRETE <br />SLAB V.I.F. <br />REMOVE THE TOP 2” BELOW <br />FIRST FLOOR LEVEL LINE IF <br />EXISTING <br />FIRST FLOOR8" MIN.COLD FLUID-APPLIED <br />WATERPROOFING TO <br />EXTEND MIN. 8" UP JAMBS <br />BEYOND <br />FULLY BEDDING THRESHOLD IN <br />COMPATIBLE SEALANT OVER <br />WATERPROOFING AND PRE-DRILLING <br />AND INSTALLING COMPATIBLE <br />SEALANT IN THRESHOLD FASTENER <br />HOLES. <br />(E) EARTH <br />SLOPE V.I.F. <br />PAVER TILE, 13/16" THICKNESS, SEE <br />LANDSCAPE DWGS. <br />5" CONCRETE SUBSTRATE <br />THINSET <br />ELASTOMERIC JOINT SEALER. ½” <br />MAX WIDTH <br />½” THICK ASPHALTIC STRIP <br />CONCRETE PAVING <br />BASE COURSE AS OCCURS <br />THICKENED EDGE (TYP.) <br />C5.0-0 <br />SEE CIVIL'S DWG FOR <br />REINFORCEMENT <br />FORMED ALUMINUM PANEL <br />FORMED ALUMINUM CARRIER TRACK <br />(E) LID <br />V.I.F. <br />5/8" GYP. SHEATHING <br />FORMED ALUMINUM BRACKET <br />FORMED ALUMINUM BRACKET <br />VERMIN SCREEN <br />26GA MTL. FLASHING <br />WATER BARRIER <br />UNDERLAYMENT <br />EXTERIORINTERIOR <br />3 1/2" <br />CONCRETE CURB <br />PAVER ASSEMBLY, S.L.D. <br />FULL 90 MIL CIM 1000 <br />SYSTEM <br />#4 BAR DOWEL, 3" EMBED, SET IN EPOXY <br />SEALANT OVER SCREWCANT STRIP 1/2"X1/2" <br />MIN. CIM 1000 TROWEL <br />GRADE <br />6" CIM SCRIM FABRIC <br />SET IN WET CIM <br />MATERIAL <br />PAVER TILE, 13/16" THICKNESS, SEE <br />LANDSCAPE DWGS. <br />FULL 90 MIL CIM 1000 <br />SYSTEM <br />THINSET <br />BONDED MORTAR BED <br />(E) LID <br />REINFORCED FLASHING <br />MEMBRANE <br />(FULLY ADHERE OVER PRIMED <br />SURFACE) <br />(E) EARTH <br />5" CONCRETE SUBSTRATE <br />FLEXIBLE JOINT FILLER <br />DIVIDER STRIP <br />1' - 0"SLOPE V.I.F. <br />#4 BAR DOWEL, 4" MIN. <br />EMBED, SET IN EPOXY. 24" <br />O.C. OFFSET FROM FIRST <br />SET OF DOWEL <br />CANT STRIP 1/2"X1/2" MIN. CIM <br />1000 TROWEL GRADE <br />(E) VAULT CONCRETE <br />WALL <br />CIM 1000 FULL 90 MILS WET <br />#4 BAR DOWEL, 4" MIN. <br />EMBED, SET IN EPOXY. 24" <br />O.C. <br />12" SITE CONC., <br />ALIGN WITH <br />ADJACENT LID <br />1' - 0" <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 />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 />A1.1-2 <br />ENLARGED SOUTH <br />SITE PLAN <br /> 3/16" = 1'-0"20SP- SITE PLAN - 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 />3309 EASEMENT FOR PUBLIC UTILITIES INCLUDING <br />ELECTRICITY,COMMUNICATION, STEAM, AND <br />CHILLED WATER SEE SURVEY. <br />3310 GC TO PROVIDE ACCESS AND COORDINATE WITH <br />THE COUNTRY FOR FUTURE STEAM PIPES <br />REPLACEMENT WITHIN THE EASEMENT. <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 />3317 LOUVER BOX NEW CONSTRUCTION <br /> 3" = 1'-0"18PAVING SECTION AT EXISTING LIDS <br /> 3" = 1'-0"10PAVING SECTION AT CONTROL JOINTS BETWEEN EXITING LID AND EARTH <br /> 3" = 1'-0"17PAVING SECTION AT HATCH INFILL AT SOUTH ENTRANCE <br /> 3" = 1'-0"3 JOINT DETAIL BETWEEN PAVER AND CONCRETE PAVING <br />#10.2 <br />ASI <br /> 3" = 1'-0"9BASE WALL AT SOUTH PORTAL - TYP. CURB BASE <br />1. PREPARE SURFACE WITH MANUFACTURER PRIMER <br />2. RECOMMEND PERFORMING ELECTRONIC LEAK DETECTION <br />(ELD) TESTING IN ACCORDANCE WITH ASTM D7877 ON AREAS OF <br />COLD FLUID-APPLIED WP AS A QUALITY ASSURANCE MEASURE <br />FOR MATERIAL INSTALLATION. IF BREACHES IN THE MEMBRANE <br />ARE IDENTIFIED DURING TESTING, THEY CAN BE ADDRESSED <br />THROUGH TARGETED REPAIRS. <br />3. REFER TO SPECS 07 1416 COLD FLUID-APPLIED <br />WATERPROOFING <br /> 3" = 1'-0"1 PAVING SECTION AT CONTROL JOINTS