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R08R09R10R11R12R13R14R15R16R17 <br />RF <br />RG <br />RH <br />RJ <br />RK <br />RL <br />R07 <br />1 <br />R1.S8.04 <br />2 <br />R1.S8.05 <br />1 <br />R1.S8.01 <br />2 <br />R1.S3.50 <br />1 <br />R1.S3.51 <br />1 <br />R1.S3.52 <br />3 <br />R1.S8.10 <br />1 <br />R1.S3.50 <br />2 <br />R1.S3.52 <br />1 <br />R1.S8.02 <br />3 <br />R1.S8.11 <br />8 <br />R1.S8.11 <br />1 <br />R1.S8.25 <br />2 <br />R1.S8.25 <br />1 <br />R1.S3.13 <br />12 <br />R1.S8.11 <br />R11' <br />11'-0" 28'-2" 28'-2" 30'-0" 28'-2" 28'-2" 41'-1" 28'-2" 13'-8" 23'-3" <br />15 <br />' <br />- <br />4 <br />" <br />3 <br />0 <br />' <br />- <br />0 <br />" <br />3 <br />0 <br />' <br />- <br />0 <br />" <br />3 <br />0 <br />' <br />- <br />0 <br />" <br />1 <br />3 <br />' <br />- <br />0 <br />" <br />RAMP UP <br />9'-4" <br />MA <br />T <br />C <br />H <br /> <br />L <br />I <br />N <br />E <br />M <br />A <br />T <br />C <br />H <br /> <br />L <br />I <br />N <br />E <br />1' <br />- <br />2 <br />" <br />1'-2" <br />1' <br />- <br />2 <br />" <br />1'-2" <br />1' <br />- <br />2 <br />" <br />1' <br />- <br />2 <br />" <br />7'-2" <br />F/ <br />W <br />A <br />L <br />L <br />10" <br />6 <br />R1.S3.61 <br />TYP <br />13 <br />' <br />- <br />0 <br />" <br />F/WALL <br />2' <br />- <br />6 <br />" <br />6 <br />R1.S3.61 <br />TYP <br />CL COL <br />16 <br />' <br />- <br />0 <br />" <br />FIRE WATER <br />STORAGE <br />11 <br />R1.S8.11 <br />4 <br />R1.S3.20 <br />T/MAT FND <br />EL = -13' - 0" <br />VA <br />R <br />I <br />E <br />S <br />BUILT UP CONC <br />TOPPING SLAB <br />DN UP <br />1'-0" <br />PROPERTY LINE <br />PROPERTY LINE <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br />1' <br />- <br />0 <br />" <br />2' <br />- <br />1 <br />0 <br />" <br />3" <br />DWBP <br />H1 <br />G1 <br />1 <br />VOIDS FOR MEP VAULTS. <br />LOCATION PER MEP DRWGS. <br />REFER TO 6/R1.S3.13, TYP <br />4'-9 1/2" <br />SP <br />1,2 <br />SE <br />1,2 <br />7" <br />16 <br />' <br />- <br />0 <br />" <br />7 <br />1 <br />/ <br />2 <br />" <br />1' <br />- <br />6 <br />" <br /> <br />2 <br />' <br />- <br />4 <br />" <br />1' <br />- <br />8 <br />" <br />2" <br />2'-0" <br />10" 1'-2"1'-2" 10" <br />2'-0" <br />1' <br />- <br />6 <br />" <br /> <br />2 <br />' <br />- <br />4 <br />" <br />2'-0"2'-0" <br />1' <br />- <br />8 <br />" <br />2" <br />1'-0" 1'-0"1'-2" 10" <br />T/PIT <br />EL -18' - 6" <br />11 <br />R1.S8.11 <br />BUILT UP CONC <br />TOPPING SLAB <br />T/PIT <br />EL -16' - 6" <br />5'-6" <br />5' <br />- <br />6 <br />" <br />5' <br />- <br />6 <br />" <br />5'-6" <br />SIM <br />T/MAT FND <br />EL = -11' - 0" <br />1 <br />R1.S8.03 <br />6 <br />R1.S3.61 <br />TYP <br />15'-3" <br />9'-2"7'-2" <br />C <br />NOTE: <br />ADDITIONAL BORINGS SHALL BE DRILLED AT THE SITE AFTER DEMO OF (E) STRUCUTRE IS <br />COMPLETE AND FINAL GEOTECHNICAL REPORT SHALL BE PROVIDED TO THE SER. <br />PRIOR TO COMMENCEMENT OF FOUNDATION WORK, CONTRACTOR MUST OBTAIN A LETTER FROM <br />SER DENOTING THAT DESIGNED FOUNDATION IS ADEQUATE BASED ON RESULTS OF ADDITIONAL <br />BORINGS AND FINAL GEOTECHNICAL REPORT AND THAT NO REVISIONS ARE REQUIRED <br />FOUNDATION PLAN NOTES <br />1. REFER TO SHEET R1.S3.00 FOR MAT FOUNDATION SIZE AND EXTENTS <br />SCALE: 1/8" = 1'-0"1 FOUNDATION PLAN - LEVEL P01 - SEG A <br />T: F: <br />© Gensler <br />Date Description <br />Project Name <br />Project Number <br />Description <br />Scale <br />Seal / Signature <br />2021 <br />Tel 949.863.9434 <br />Fax 949-553-1676 <br />4675 MacArthur Court <br />Suite 100 <br />Newport Beach, CA <br />92600 <br />USA <br />301 N. Broadway, Santa Ana, CA <br />707 Wilshire Blvd, Suite 4450 <br />Los Angeles, CA 90017-3618 <br />Thornton Tomasetti, Inc. <br />213.330.7700 213.330.7001 <br />3RD & BROADWAY - <br />RESIDENTIAL <br />As indicated <br />11/19/2024 3:22:11 PM <br />R1.S1.00.A <br />BASEMENT LEVEL P 01 FRAMING <br />PLAN <br />S21043.00 <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />B 06.17.2024 REVISION TO PERMIT <br />C 09.27.2024 REISSUE FOR PLAN CHECK <br />1/7/25