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UP <br />R09R10R11R12R13R14R15R16R17 <br />RF <br />RG <br />RH <br />RJ <br />RK <br />RL <br />15' - 4" <br />30' - 0" <br />30' - 0" <br />30' - 0" <br />13' - 0" <br />11' - 0"28' - 2"28' - 2"30' - 0"28' - 2"28' - 2"41' - 1"28' - 2"13' - 8"23' - 3" <br />118' - 4" <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <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 />PROPERTY LINEPROPERTY LINEPROPERTY 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 />R07R08 <br />259' - 10" <br />PROPERTY LINEPROPERTY LINE <br />R11' <br />+5' <br />0' <br />EL. 56' - 0" <br />6' - 9" 9' - 0" 2' - 0" <br />20' - 11" <br />7" <br />13' - 0" <br />2' - 2" <br />6' - 9" 9' - 0" 2' - 0" <br />3' - 8" <br />8' - 10" <br />3' - 10" <br />31' - 10" <br />29' - 0" 10" <br />4' - 0" <br />4' - 0" <br />4' - 8" 4' - 5" <br />8' - 4 1/4" <br />4' - 0" <br />5' - 0" 11' - 6" <br />10" 29' - 0" <br />12' - 4" 5' - 0" <br />31' - 10" <br />3' - 10" <br />4' - 7 1/4" 9' - 1 1/4" <br />23' - 5" <br />9' - 3 1/2" <br />6' - 1" 3' - 0" 9' - 0 3/4" 7' - 8 1/2" <br />TS = +61'-0" <br />2% <br />2% <br />2% <br />2% <br />2% <br />2% <br />2% <br />EL. 60' - 6" <br />EL. 60' - 2" <br />2% <br />2% <br />EL. 60' - 2" <br />EL. 60' - 6" <br />EL. 60' - 6" <br />EL. 60' - 6"EL. 60' - 6"EL. 60' - 6" <br />EQ EQ 11' - 2" <br />35' - 2"23' - 2" <br />0" <br />EQ <br />EQ <br />59' - 5" <br />47' - 2" <br />EQ <br />EQ <br />TS = +61'-0" <br />LEVEL 6+ SLAB <br />LEVEL 6+ SLAB <br />LEVEL 6 SLAB <br />TS = +56'-0" <br />5% SLOPED SLAB <br />DN <br />1' - 1" <br />5' - 2" 6' - 8" <br />-5' <br />+5' <br />3% <br />2% <br />2% <br />2% <br />2% <br />3% <br />2' - 2" <br />7' - 5 3/4" <br />8' - 10 1/2" <br />EL. 60' - 6" <br />02 <br />02 <br />02 <br />02 <br />2' - 1" <br />1' - 11" <br />0" <br />2' - 1" <br />R 1' - 4" <br />R 1' - 4" <br />R 1' - 4" <br />03 <br />03 <br />03 <br />03 <br />03 <br />EL. 60' - 8" <br />EL. 60' - 8" <br />EL. 60' - 6" <br />EL. 60' - 5 3/4" <br />EL. 60' - 6" <br />1' - 11" <br />2' - 2" <br />2' - 7" <br />12' - 6" <br />3' - 0" <br />1' - 6" HIGH CONCRETE CURB <br />6" HIGH CONCRETE CURB <br />ARCHITECTURAL TOPPING <br />SCALE:1/8" = 1'-0" <br />SLAB EDGE PLAN - LEVEL 061 <br />LEGEND GENERAL NOTES KEY PLAN <br />NORTH <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 />As indicated <br />9/23/2024 11:04:09 AM <br />BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_ARCH_WEST_R20.rvt <br />R1.A1.006 <br />SLAB EDGE PLAN - LEVEL 06 <br />07.3757.400 <br />3rd & Broadway Residential <br />Tower Core & Shell <br />301 N. Broadway, Santa Ana, CA <br />6 FLOOR LEVEL CHANGES ARE HEIGHT DIFFERENCE FROM FLOOR DATUM. <br />7 REFER TO CONSTRUCTION PLANS FOR PARTITION TYPES <br />8 VERIFY WITH STRUCTURAL DRAWINGS FOR ALLOWABLE SIZE AND LOCATION OF OPENINGS <br />TO FLOOR AND WALL <br />9 COORDINATE WITH MECH, ELEC, PLUMB, FP AND OTHER TRADES FOR UTILITY PENETRATIONS <br />AT FLOOR AND WALL. <br />10 COORDINATE LOCATION OF CONTROL JOINTS WITH ARCHITECT. <br />11 VERIFY LOCATION OF CONC PADS WITH MECH, ELEC, PLUMB AND STRUCT DWGS. <br />12 REFER TO MEP, STRUCTURAL, FIRE LIFE SAFETY FOR ADDITIONAL INFORMATION. <br />1 INTERIOR LAYOUTS ARE BY INTERIORLAYOUT IT'S A SEPARATE PERMIT SET AND SHOWN FOR <br />GENERAL SHELL / CORE SYSTEMS COORDINATION ONLY. <br />2 RATED CORRIDOR AND DEMISING WALL SEPARATION SHOWN FOR INTENT OF FUTURE <br />TENANT IMPROVEMENT CONSTRUCTION. CONTRACTOR TO PROVIDE RATED PARTITIONS AS <br />INDICATED ON PLANS. ALL MEPF SYSTEM DISTRIBUTION WITHIN TENANT UNITS TO BE <br />PROVIDED AS PART OF FUTURE TENANT BUILDOUT. <br />3 ALL SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED WITH <br />FIRE-RATED MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING AND FIRE CODES. <br />4 ELEVATIONS INDICATED ARE TOP OF STRUCTURAL SLAB. <br />5 DIMENSION POINTS ARE TO FACE OF CONCRETE, UNO. <br />09/21/2021 Issue for Plan Check <br />A 12/10/2021 Reissue for Plan Check <br />G 08/30/2022 Reissue for Plan Check <br />H 06/17/2024 Revision to Permit <br />H <br />LEGEND <br />02 CONCRETE CURB, REFER TO STRUCTURAL. <br />03 PARTIAL HEIGHT CONCRETE WALL, REFER TO <br />STRUCTURAL. <br />1/7/25