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R08R09R10R11R12R13R14R15R16R17 <br />RF <br />RG <br />RH <br />RJ <br />RK <br />RL <br />R07 <br />11'-0" 28'-2" 28'-2" 30'-0" 28'-2" 28'-2" 12'-11" 28'-2" 28'-2" 13'-8" 23'-3" <br />PROPERTY LINE <br />MA <br />T <br />C <br />H <br /> <br />L <br />I <br />N <br />E <br />R11' <br />#10@12" CONT TOP BARS EA WAY <br />THROUGHOUT 4'-6" MAT,UON <br />#9@12" CONT. TOP BARS EA WAY <br />THROUGHOUT 3'-0" MAT,UON <br />#11@6" CONT TOP BARS BARS EA <br />WAY THROUGHT 7'-6" MAT, UON <br />#11@6" CONT TOP BARS EA WAY <br />THROUGHOUT 7'-6" MAT,UON <br />T5 T5 T5 <br />T5 <br />5'-0" <br />T2 <br />T2 <br />7' <br />- <br />0 <br />" <br />3 <br />' <br />- <br />0 <br />" <br />T7 <br />T2 <br />T2 <br />T5 T2 <br />T2 <br />5'-0" <br />5' <br />- <br />0 <br />" <br />T4 <br />T7 <br />T2 <br />T8 <br />T2 <br />T8 <br />7' <br />- <br />0 <br />" <br />3 <br />' <br />- <br />0 <br />" <br />T7 <br />T2 <br />T5 <br />T2 <br />T2 <br />T2 <br />T2 <br />5' <br />- <br />0 <br />" <br />T7 <br />9' <br />- <br />0 <br />" <br />T2 <br />T4 <br />T2T4 <br />T5 <br />6'-0" <br />5' <br />- <br />0 <br />" <br />T5 <br />SEE SECTION <br />FOR REINF AT <br />ELEV PIT <br />SEE SECTION <br />FOR REINF AT <br />ELEV PIT <br />TOP REINFORCEMENT <br />MARK REINFORCEMENT REMARK <br />T1 #9 x 45'-0" @ 6"- <br />T2 <br />T4 <br />#9 x 30'-0" @ 6" <br />#9 x 15'-0" @ 6"- <br />T5 #7 x 20'-0" @ 12" <br />T6 #7 x 20'-0" @ 6"- <br />T7 #11 x 30'-0" @ 6"STAGGER 4'-0" <br />T8 #11 x 20'-0" @6"HOOK AT EOS <br />STAGGER 4'-0" <br />STAGGER 4'-0" <br />NOTES: <br />1. SEE SHEET R1.S0.08 FOR REINFORCEMENT PLAN NOTES. <br />2. SEE SHEET R1.S0.08 FOR TOP AND BOTTOM BAR LEGEND NOTES. <br />3. BARS SHALL BE GRADE 60, UON. <br />4. MARKS 'T1', ETC DENOTE TOP SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. <br />5. MARKS 'B1', ETC DENOTE BOTTOM SLAB REINFORCEMENT, SEE REINFORCEMENT SCHEDULE. <br />6. MARKS 'S1' ETC DENOTE ONE-WAY SLAB TYPE, SEE SCHEDULE ON R1.S5.41 <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 />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 3:27:21 PM <br />R1.S3.00.TR <br />FOUNDATION MAT TOP <br />REINFORCING PLAN <br />S21043.00 <br />SCALE: 1/8" = 1'-0"1 FOUNDATION MAT TOP REINFORCING PLAN <br />1 12.10.2021 REISSUE FOR PLAN CHECK <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 />C <br />C <br />C <br />1/7/25