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U6 <br />U1 <br />V1 <br />V2 <br />V4 <br />V5 <br />2 <br />A5.1.1 <br />2 <br />A5.1.5 <br />2 <br />A5.1.7 <br />Y1 <br />X1 <br />Y2 <br />1 <br />A5.1.3 <br />X2 <br />X3 <br />U5 <br />U4 <br />U3 <br />1 <br />A5.1.1 <br />4 <br />A5.1.1 <br />3 <br />A5.1.1 <br />2 <br />A5.1.2 <br />1 <br />A5.1.2 <br />4 <br />A5.1.2 <br />2 <br />A5.1.4 <br />1 <br />A5.1.6 <br />1 <br />A5.1.5 <br />4 <br />A5.1.5 <br />3 <br />A5.1.5 <br />2 <br />A5.1.6 <br />3 <br />A5.1.6 <br />1 <br />A5.1.7 <br />U2 <br />2 <br />A5.1.3 <br />1 <br />A5.1.4 <br />V3 <br />12' - 11 1/2" <br />+16' - 5 1/2" <br />+16' - 5 1/2" <br />CONCRETE DECK <br />PER STRUCTURAL <br />5' - 2 1/4" <br />1/2" <br />+16' - 5 1/2" <br />8' - 8 1/8" <br />7' - 0"3 5/8" <br />10' - 1 5/8" <br />16' - 0" <br />7' - 2 1/2" <br />1' - 0" <br />6 1/4" <br />7 1/8" <br />7 1/8" <br />7 1/8" <br />7" <br />10' - 4 3/8" <br />11' - 6 3/8" <br />11' - 6 3/8" <br />10' - 5 5/8" <br />43' - 10 3/4" <br />21' - 3" <br />24' - 3 3/4" <br />7' - 7 1/4" <br />23' - 5 5/8" <br />20' - 4 7/8" <br />5' - 5 1/8" <br />81' - 2 1/2" <br />21' - 3" 9' - 10" 46' - 10" <br />77' - 11" <br />X4 <br />7 1/8" <br />3 <br />A5.1.2 <br />+0' - 6" <br />9" <br />+12' - 9 1/4" <br />AREA DRAINS AT <br />TERRACE; SEE 11/A8.7 <br />+12' - 9 1/4" <br />PROVIDE CONCRETE <br />TOPPING TO ACHIEVE <br />DESIRED THICKNESS AND <br />SLOPES <br />+12' - 11" <br />AREA DRAINS AT <br />TERRACE; SEE 11/A8.7 <br />PROJECT <br />COPYRIGHT LOC, INC <br />ORIGINAL SHEET SIZE: 42" X 30" <br />LOC <br />CLIENT: <br />ARCHITECT: <br />CONSULTANTS: <br />PREPARED UNDER THE SUPERVISION OF: <br />ALI JEEVANJEE <br />LOC ARCHITECTS DATE <br />REVIEWED FOR CONSTRUCTABILITY: <br />SEAN THOMAS <br />PRINCIPAL CIVIL ENGINEER <br />RCE NO.: 80470 <br />DATE <br />RECOMMENDED FOR CONSTRUCTION: <br />JASON GABRIEL <br />PRINCIPAL CIVIL ENGINEER <br />RCE NO.: 62968 <br />DATE <br />3/28/2025 5:52:31 PM <br />2308 <br />SLAB PLAN <br />MARCH 28, 2025 <br />PLAN CHECK <br />SUBMITTAL 02 <br />A3.5.2B <br />SANTA ANA ZOO <br />1821 & 1823 E CHESTNUT AVE, SANTA <br />ANA, CA 92701 <br />KPFF <br />STRUCTURAL ENGINEER <br />LOC ARCHITECTS <br />KPFF <br />CIVIL ENGINEER <br />BORDER <br />LANDSCAPE ARCHITECT <br />ABRARI AND ASSOCIATES <br />MEP ENGINEER <br />ASSOCIATED SOILS ENGINEERING <br />GEOTECHNICAL ENGINEER <br />700 S. FLOWER, SUITE 2100 <br />LOS ANGELES, CA 90017 <br />213 372 5111 <br />Ramzi.hodali@kpff.com <br />700 S. FLOWER, SUITE 2100 <br />LOS ANGELES, CA 90017 <br />213 372 5111 <br />Sharad.Ganju@kpff.com <br />724 S. SPRING ST, SUITE 701 <br />LOS ANGELES, CA 90014 <br />213 372 5111 <br />Darren@border-la.com <br />1713 S. STANDARD AVE <br />GLENDALE, CA 91201 <br />818 956 1900 <br />Telma@abrari.com <br />2860 WALNUT AVE. <br />SIGNAL HILL, CA 90755 <br />562 897 2749 <br />Ted@associatedsoils.com <br />3203 E. 4TH ST <br />LOS ANGELES, CA 90063 <br />213 537 0480 <br />Office@loc-arch.com <br />1801 E. CHESTNUT AVE. <br />SANTA ANA, CA 92701 <br />714 647 6575 <br />Efisher@santa-ana.org <br />SANTA ANA ZOO <br />EDUCATION HUB <br />MARCH 28, 2025 <br />25 <br />1/4" = 1'-0"1BUILDING B LEVEL 2 SLAB PLAN - PHASE 2 <br />1% MIN <br />1% MIN <br />1% MIN <br />1% MIN <br />NOTES: <br />1) CONTROL JOINT PER STRUCTURAL DETAIL <br />5/S5.01 <br />2) ALL CURBS TO BE CO-02 <br />3) ELEVATOR PIT TO BE WATERPROOFED WITH <br />WRB-02 <br />No.Description Date