Item 30 - 4th and Mortimer Mixed-Use Development Project Located at 409 and 509 East Fourth Street

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LVELEC1204.45.26.27.28.28.610.31121311LL.6LRTRTH.8PPNNQQSS8.710.29.79.6Q.1Q.2N.911.211.511.722.1MR.5S.4P.4P.2P.3P.6N.1N.4N.2N.3MM.2M.4M.3244'-6"4'-5 1/2"24'-7 1/2"27'-5 1/2"30'-1"30'-4"30'-4"15'-9"32'-6"14'-1"27'-0"5'-6"2'-4 1/2"16'-5 7/8"13'-4"4'-5"18'-2 1/4"2'-2 3/4"5'-1"2'-0 1/2"3'-7"12'-0"7'-0"4'-5"109'-4 1/2"8'-9"8'-3"22'-4"21'-6"18'-11"9'-0"7'-5"3'-7"11'-4"6'-4"8'-5 1/2"1'-7"4'-6" 116'-1 3/4" 8'-9"8'-3"19'-9"22'-4"21'-6"18'-11"9'-0" 5'-4"3'-5"4'-7"10 1/4"11 1/2"2'-11"1'-1 1/4" 18'-3 3/4"2'-6"1'-0"1'-10"9'-0"7'-7 3/4"4.85.519'-9" 3'-8"17'-11 1/4"8.56 1/2"T.110 1/2"3'-1 1/8"12'-10 3/8"1'-7 1/8"12'-10 3/8" 2'-2"3'-4 1/2"LV ELECLV ELEC LVELECLV ELEC LVELECELEC ELEC OPEN TO BELOW3.23.4455.16788.8910BAC.1CDEFGHKG.9G.74.38.93185'-4"16'-4"31'-6"28'-6"31'-6"30'-0"31'-6"16'-0"1'-3"3'-1"12'-0"2'-9"1'-3"1'-6"2'-8"123'-4"13'-3"30'-0"13'-6"2'-0"13'-4"30'-2"12'-0"4'-4"3'-4"2'-4"4'-10"J2'-9"6.1C.6E.52'-0"4'-0"16'-3"10'-2"27'-3"1'-4"30'-2"28'-9"C.25"1"G.10STAIR A1UP 5%UP 5%UP 5%UP 1.5%DOWN 5%134.22' FS9.74' CH134.42' FS9.08' CH134.42' FS9.08' CH138.92' FS9.08' CH138.92' FS9.08' CH138.92' FS9.08' CH138.92' FS9.08' CH140.46' FS9.08' CH140.46' FS9.08' CH140.46' FS9.08' CH140.46' FS9.08' CH134.22' FS9.74' CH134.22' FS9.74' CH134.22' FS9.74' CH134.22' FS9.74' CH134.22' FS9.74' CH134.42' FS9.08' CH134.42' FS9.08' CH134.42' FS9.08' CH134.22' FS9.74' CH134.22' FS9.74' CH138.92' FS9.08' CH140.46' FS9.08' CH140.46' FS9.08' CH134.22' FS134.22' FS134.42' FS9.08' CH134.42' FS9.08' CH140.46' FS9.08' CH140.21'FD138.67'FD134.17'FD133.97'FDUPDNEVEVEV3.23.4455.16788.8910BAC.1CDEFGHKG.9G.74.38.93185'-4"16'-4"31'-6"28'-6"31'-6"30'-0"31'-6"16'-0"1'-3"3'-1"12'-0"2'-9"1'-3"1'-6"2'-8"123'-4"13'-3"30'-0"13'-6"2'-0"13'-4"30'-2"12'-0"4'-4"3'-4"2'-4"4'-10"J2'-9"6.1C.6E.52'-0"4'-0"16'-3"10'-2"27'-3"1'-4"30'-2"28'-9"C.25"1"G.10EVEVVANRWDNUPDNUPDNUPFECFEC DN8%134.42'133.42'SPSPFECUPUPUP134.42' TSSUPDNVARIESVARIESVARIESVARIES1.00'1.00'133.42' TSS1A2-212A2-201A2-202A2-21AA2-40BA2-40EA2-42DA2-41CA2-41FA2-42GA2-431A5-963A2-31HA2-4355A2-32A2-3222A2-30A2-3066A2-32A2-3244A2-31A2-3111A2-30A2-30MA2-45LA2-451A5-95UNIT 4.1FA206A5-42UNIT 3.2BA208A5-32UNIT 0.1A-RA205A5-01UNIT 0.1CA207A5-01FDFDFDFDFDFDRETAIL / RESTARAUNTUTILITY CLOSETPOOL EQUIPMENTSTORAGEBREAKROOMMECHANICALCLOSETCOMMONOPSMAINTENANCESHAREDGOODSMEN'SWOMEN'SJANITOR'SSTORAGEYOGASTUDIOSTAIR A3STAIR A4CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA06-21-23ADDENDUM ABUILDING A SECONDLEVEL SLAB PLANA2-12SFLOOR DRAINFDSLAB PLAN NOTESSYMBOL LEGENDDIRECTION OF SLOPE - 1/4" / FT U.N.O. FOR POOL DECK DRAINAGE, SEELANDSCAPE PLANS. INFORMATION SHOWN ON ARCHITECTURALDRAWINGS IS FOR REFERENCE ONLYCONCRETE SLAB ON GRADE OR ELEVATED CONCRETE SLABDEPRESSED SLOPED CONCRETE STRUCTURAL SLAB TO RECEIVEWATERPROOFING SYSTEM WITH CONCRETE TOPPING SLAB. 4"DEPRESSION FROM TOP OF SLOPE (WHERE OCCURS), TYP. U.N.O.DEPRESSED VAULT AT POOL DECK TO RECEIVE VAULT WATERPROOFINGSYSTEM, STRUCTURAL FOAM SLOPED WITH CONCRETE SLAB THENPODIUM WATERPROOFING SYSTEM WITH SAND-SET PAVERS ORLANDSCAPE FEATURE - SEE STRUCTURAL & LANDSCAPE FORADDITIONAL INFORMATION1.TYPICAL DIMENSIONS ARE PROVIDED ON ARCHITECTURAL FLOORPLANS. ADDITIONALDIMENSIONS ON SLAB PLAN ARE TO FACE OF CONCRETE, TYP, U.N.O. SEE "SLAB & FRAMINGALIGNMENT" DETAIL BELOW.2.SEE CIVIL PLANS FOR FINISH SURFACE ELEVATIONS OF CONCRETE SLABS, TYP.3.AT GARAGES, MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROMACCESSIBLE PARKING, INCLUDING ADJACENT AISLE - SEE FLOORPLANS. MAINTAIN 7'-0" MINCLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. COORDINATE ALL UTILITIES, FIXTURES,SUPPORTS, ETC. ACCORDINGLY.4.REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FORADDITIONAL INFORMATION. IT IS THE CONCRETE CONTRACTOR'S RESPONSIBILITY TOIDENTIFY ANY DISCREPANCY PRIOR TO THE POUR AND NOTIFY THE GENERALCONTRACTOR AND ARCHITECT FOR CORRECTIVE MEASURES.5.PROVIDE CONCRETE BLOCKOUT AT TUB DRAINS.6.PRIOR TO REQUESTING A FOUNDATION INSPECTION, GEOTECHNICAL CONSULTANT SHALLREVIEW AND APPROVE THE FOUNDATION EXCAVATIONS.7.PROVIDE PENETRATION FIRESTOP SYSTEMS PER8.AT DEPRESSED AREAS, SLOPES INIDCATED SHALL APPLY TO BOTH FINISH SURFACE ANDCONCRETE SUBSTRATE, TYP. U.N.O.9.PROVIDE VAPOR BARRIER BELOW ON-GRADE SLABS WHERE MOISTURE-SENSITIVE FLOORCOVERINGS OCCUR OR AS OTHERWISE RECOMMENDED BY GEOTECHNICAL ENGINEER -SEE GEOTECH REPORT.10.ADDITIONAL EMBED PLATES MAY OCCUR - SEE STRUCTURAL AND LANDSCAPE DRAWINGSFOR LOCATIONS AND ADDITIONAL REQUIREMENTS. COORDINATE ANY DESIGN / BUILDELEMENTS THAT MAY REQUIRE EMBED PLATES.11.STRUCTURAL STEEL BASE PLATES AND FASTENERS ARE INTENDED TO SIT AT OR BELOWTHE TOP OF CONCRETE SO AS NOT TO INTERUPT FINISH FLOORING. SEE STRUCTURALDRAWINGS AND COORDINATE ASSOCIATED TRADES ACCORDINGLY.-X"DEPRESSIONSLOPE TO LEVELLEVEL TO SLOPEDEPRESSION TO SLOPE-X"CONCRETE STRUCTURAL SLAB TRANSITIONSSPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. SEECIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS-3" FSFS = FINISH SURFACETOC = TOP OF STRUCTURAL CONCRETE SLABTO CURB = TOP OF CURBSLAB & FRAMING ALIGNMENTCONCRETE CURB OR STEM WALL, 8" MIN WIDTH, U.N.O. - SEE CIVIL ANDSTRL FOR ADDITIONAL INFORMATIONALLAD-208AD-56-6" TOCDEPRESSED SLOPED CONCRETE STRUCTURAL SLAB TO RECEIVEWATERPROOF TRAFFIC COATING. 1/2" DEPRESSION AT TOP OF SLOPE(WHERE OCCURS), TYP, U.N.O.DEPRESSED SLOPED CONCRETE STRUCTURAL SLAB TO RECEIVEWATERPROOFING SYSTEM UNDER LANDSCAPE FEATURES, 5" MIN.DEPRESSION AT TOP OF SLOPE. SEE LANDSCAPE FOR ADDITIONALINFORMATION.TOOLED CONTROL JOINT IN CONCRETE TOPPING SLABCONCRETE SLAB OPENING5-20AD-41ALLAD-41.1ALLAD-32ALIGN SUBSTRATES TO ALLOW FLUSH EXTERIOR FINISH. GC TOCOORDINATE WITH ARCHITECT.EXTERIOR FINISHALIGN EXTERIOR FINISHMULTIPLE LAYERS OF SHT'G AND/OR FURRING MAY OCCUR - SEEARCH AND STRL PLANSIF SHT'G IS EXPOSED, PROTECT UNDERSIDE WITH GSM"Z" FLASHING OR SIMILAR APPROVED MATERIALALTERNATIVELY:PROVIDE SUITABLE FILL MATERIAL OREXTEND CONCRETE SLAB TO ALIGN WITH EXTERIORWALL SUBSTRATE. GC TO COORDINATE WITHARCHITECTMULTIPLE LAYERS OF SHT'G AND/OR FURRING MAY OCCUR - SEEARCH AND STRL PLANSTYP ELEVATED SLABDIMENSION POINTPER FLOOR PLANDIMENSION POINTPER FLOOR PLANBTYP SLAB ON GRADEAWALL ASSEMBLYPER PLANWALL ASSEMBLYPER PLAN19AD-2116AD-5516AD-41.12&6AD-4113AD-32CONCRETE SLAB ON GRADE WITH VAPOR RETARDERDEPRESSED VAULT AT POOL CAVITY TO RECEIVE PODIUMWATERPROOFING SYSTEM THEN POOL CONSTRUCTION - SEE POOLDRAWINGS FOR MORE INFORMATIONSINGLE LAYER OF 2MM THICK ACOUSTICAL UNDERLAYMENT, SUCH ASGENIEMAT RST02, ECORE QTSCU 4002, OR EQUIVALENT (NOT REQUIREDOVER NONRESIDENTIAL SPACE OR WHERE CARPET AND PAD AREINSTALLED)ANSCALE:13/32"=1'-0"SECOND LEVEL OVERALL SLAB PLANAAATYP. ATEXTERIORPOSTAAAA06-21-23