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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 />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 />T/MAT <br />EL -11' - 0" <br />PROPERTY LINE <br />MA <br />T <br />C <br />H <br /> <br />L <br />I <br />N <br />E <br />16 <br />' <br />- <br />1 <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br />7'-6" MAT 7'-6" MAT <br />4'-6" MAT <br />3'-0" MAT <br />3'-0" MAT <br />2 <br />R1.S3.20 <br />TYP @ MAT <br />CHANGE IN <br />THICKNESS <br />1 <br />R1.S3.10 <br />2 <br />R1.S3.10 <br />1 <br />R1.S3.11 <br />1 <br />R1.S3.12 <br />1 <br />R1.S8.25 <br />1 <br />R1.S3.13 <br />T/MAT <br />EL -11' - 0" <br />DN <br />UP <br />SLOPE, SEE ARCH <br />T/MAT <br />EL -13' - 0" <br />14 <br />' <br />- <br />1 <br />1 <br /> <br />1 <br />/ <br />2 <br />" <br />4 <br />R1.S3.20 <br />DN UP <br />TRANSITION <br />ZONE, TYP. <br />SEE MAT FND <br />SECTIONS AND <br />TRANSITION ZONE, <br />TYP. SEE MAT FND <br />SECTIONS AND <br />2 <br />R1.S3.20 <br />2 <br />R1.S3.20 <br />G1 <br />1 <br />VOIDS FOR MEP VAULTS. <br />LOCATION PER MEP DRWGS. <br />REFER TO 6/R1.S3.13, TYP <br />SP <br />1,2 <br />SE <br />1,2 <br />R11' <br />4'-4" <br />T/PIT <br />EL -18' - 6" <br />5'-6" <br />5'-6" <br />T/PIT <br />EL -16' - 6" <br />T/MAT <br />EL -13' - 0" <br />CL COL <br />16 <br />' <br />- <br />0 <br />" <br />11 <br />R1.S8.11 <br />12 <br />R1.S3.20 <br />TYP <br />4 <br />R1.S3.20 <br />OHSIM <br />1 <br />R1.S3.13 <br />SIM <br />13'-6"13'-6"17'-3"17'-3" <br />17 <br />' <br />- <br />0 <br />" <br />1 <br />R1.S8.03 <br />FOUNDATION PLAN NOTES <br />1. SEE GENERAL NOTES ON SHEET S0 SERIES SHEETS. <br />2. SEE TYPICAL FOUNDATION DETAILS ON S3 SERIES SHEETS. <br />3. NOMINAL TOP OF SLAB REFERENCE PROJECT DATUM PLUS XXX'-X" EQUALS THE <br />DATUM ELEVATION OF XXX'-X" PER ARCHITECTURAL SHEET AX.XX. NOMINAL TOP OF <br />RESPECT TO SLAB REFERENCE ELEVATION ARE SHOWN THUS: -X'X". <br />4. ELEVATIONS OF TOP OF FOOTINGS/MAT FOUNDATIONS ARE SHOWN THUS -X'-X". <br />5. EXCAVATIONS SHALL BE MADE AS NEAR AS POSSIBLE TO THE NEAT LINE REQUIRED <br />BY THE SIZE AND SHAPE OF THE STRUCTURE. NO MATERIAL IS TO BE EXCAVATED <br />UNNECESSARILY. <br />6. ALL FOUNDATION EXCAVATIONS MUST BE REVIEWED AND APPROVED BY THE SOILS <br />ENGINEER PRIOR TO PLACEMENT OF CONCRETE. <br />7. VERIFY LOCATION OF UNDERGROUND UTILITIES BEFORE EXCAVATIONS. <br />NOTIFY ARCHITECT PRIOR TO EXCAVATION IN THE EVENT SUCH UTILITIES ARE <br />ENCOUNTERED <br />8. CONTRACTOR SHALL COORDINATE ALL UTILITY PENETRATIONS THROUGH <br />FOOTINGS, CONCRETE WALLS, AND SLABS WITH DETAILS IN S4 SERIES. <br />9. FOR DRAINAGE DETAILS, SUMPS, PITS, DAMP PROOFING, TRENCHES, CURBS, <br />EXTERIOR WALKS, UTILITIES, EQUIPMENT DETAILS, STEPS, ETC., SEE DRAWINGS <br />OTHER THAN STRUCTURAL. <br />10. SLAB CONSTRUCTION AND CONTROL JOINT LOCATIONS SHALL BE APPROVED BY <br />THE ARCHITECT PRIOR TO PLACING ANY CONCRETE. <br />11. CURBS AND DEPRESSIONS ARE SHOWN FOR REFERENCE ONLY. SEE ARCH DWGS <br />FOR LOCATIONS, HEIGHT, AND THICKNESS. <br />12. SEE ARCH DWGS FOR EDGE OF SLAB LOCATIONS. <br />13. SEE SHEET S5.01 FOR COLUMN SCHEDULE. <br />14. MARK "SB" INDICATES ELEVATOR SPREADER BEAM WHICH SHALL BE AN <br />HSS8X4X1/4. SEE TYPICAL STEEL DETAILS IN S7 SERIES. <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 />SCALE: 1/8" = 1'-0"1 LEVEL P01 FOUNDATION PLAN <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 3:27:02 PM <br />R1.S3.00 <br />FOUNDATION PLAN <br />S21043.00 <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 />1/7/25