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LEVEL P 01 <br />-11' - 0" <br />R14 <br />LTS <br />DOWEL TO MATCH <br />SIZE AND SPACING <br />OF SLAB REINF <br />SLOPE, <br />SEE ARCH <br />CONC SLAB ON <br />GRADE PER PLAN <br />STRUCTURAL FOAM FILL <br />OR LEAN CONCRETE AT <br />CONTRACTOR'S OPTION <br />R12 <br />PLAN <br />SEE <br />REFER TO <br />FOR REINFORCING <br />SLOPE, <br />SEE ARCH <br />LT <br />S <br />DOWELS TO MATCH SIZE <br />AND SPACING OF SLAB <br />REINF, #5 @ 12" OC MIN <br />Ld + 3'-0" TYP <br />ADD #6@12" OC <br />TOP BARS <br />12 <br />R1.S8.11 <br />R12 <br />TY <br />P <br />LT <br />S <br />#7@10" OC EF VERT <br />#5@6" OC EF HORIZ <br />ROUGHEN CONTACT SURFACE <br />TO 1/4" MIN AMPLITUDE, TYP <br />DOWES TO MATCH SIZE AND <br />SPACING OF VERT REINF <br />MAT SLAB AND REINF PER PLAN <br />PARKING RAMP SLAB, <br />SEE PLAN <br />FIRE WATER <br />STORAGE TANK <br />T/MAT <br />EL = SEE PLAN <br />NOTE: REFER TO ARCH DWGS FOR WPFG REQUIREMENTS <br />ADD #6@12" OC TOP BARS Ld + 3'-0" TYP <br />8 <br />R1.S8.11 <br />SIM <br />8 <br />R1.S8.11 <br />SIM <br />SLOPE PER ARCH <br />TYP <br />1'-0" <br />R12 <br />Ld <br />TYP <br />LTS <br />4" TOPPING SLAB OVER STRUCTURAL <br />FOAM W/ #4@18" OC EW (SEE NOTE) <br />T/SLAB <br />EL SEE ARCH <br />T/SLAB <br />EL = 0' - 0" <br />SLOPING MAT <br />FOUNDATION PER PLAN <br />NOTE: <br />AT TOPPING SLAB IN FIRE WATER STORAGE TANKS, PROVIDE 8" THICK TOPPING SLAB WITH #5@8" OC EW <br />TYP <br />1 1/2" <br />TYP <br />1 1/2" <br />CONCRETE MAT FOUNDATION <br />PER PLAN (12" THK, MIN) <br />1'-0" X 1'-0" X 5/8" THK STL <br />BASE PL W/ (4) 3/4" DIA <br />A307 BOLTS WELDED TO <br />EMBED PL <br />1'-2" X 1'-2" X 5/8" STL EMBED PL <br />W/ (4) 3/4" DIA X 8" LONG <br />WELDED HEADED STUDS <br />CONCRETE FILLED (f'c = 4,000PSI, MIN) <br />6" DIA STL PIPE PER ARCH <br />(1/4" MIN WALL THK) <br />(4'-0" MAX) <br />SE <br />E <br /> <br />A <br />R <br />C <br />H <br />T/SLAB <br />EL SEE ARCH <br />BOLLARD COVER PER ARCH <br />3/8 <br />PIPE TO <br />BASE PL <br />CL PIPE, <br />PLs <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 3:35:17 PM <br />R1.S8.11 <br />BELOW GRADE SECTIONS AND <br />DETAILS <br />S21043.00 <br />SCALE: 3/4" = 1'-0"3 SECTION <br />SCALE: 3/4" = 1'-0"8 SECTION <br />SCALE: 1/2" = 1'-0"12 SECTION AT FIRE WATER STORAGE TANK <br />SCALE: 1/2" = 1'-0"11 SECTION AT STEP IN TOPPING SLAB <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 />J 11.22.2024 REISSUE FOR PLAN CHECK <br />SCALE: 3/4" = 1'-0"9 REMOVEABLE PIPE BOLLARD DETAIL <br />J <br />1/7/25