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PLAN VIEW <br /> SCALE 1/60 WEIGHT: N/A <br />PLAN VIEW <br />SCALE 1/60 <br />PLAN EAST VIEW <br />SCALE 1/60 <br />ISOMETRIC VIEW <br />SCALE 1/100 <br />FOUNDATION DETAIL <br />n12 3/4" COLUMN <br />SCALE 1 / 30 <br />FOUNDATION DETAIL <br />n16" COLUMN <br />SCALE 1 / 30 <br />Skyways <br />by Landscape Structures Inc. <br />8131 Forney Rd. <br />Dallas TX, 75227 <br />playlsi.com <br />Date: <br />Drawn by: <br />Designed by: <br />Approved by: <br />Drawing: <br />Sheet No.: <br />12/6/24 <br />TM <br />DG <br />A For Approval 12/6/24 <br />TM <br />400-2025-173 SO-01018878 CP042041 <br />DG <br />Joined Sails <br />SO-01018878 <br />Bristol Tolliver Park <br />712 S Bristol St. <br />Santa Ana, CA, 92703 <br />Project No. <br />Sheet title <br />Sheet Size: <br />Reference Scale: <br />1"1/2"1/2"1/2" <br />#Revision Date By <br />Stamp: <br />Project Info.: <br />'D' 34"x22" <br />2 <br />Revisions <br />Plans & Sections <br />N <br />Plan <br />1 2 <br />B <br />A <br />3 <br />3" COVER <br />C <br />4 <br />13'-0" <br />9" HOLD <br />4" SURFACING <br />1 1/2" BASEPLATE <br />1 1/2" LEVELING BED <br />TOF <br />SG <br />FFE <br />14'-0" <br />FFE <br />SG <br />TOF <br />9" HOLD <br />4" SURFACING <br />1 1/2" BASEPLATE <br />1 1/2" LEVELING BED <br />n1'- 3/4" <br />Anchor Assembly 1 1/2" x 36" ANCH-1500-36-001 <br />1'-9" SQBPL-1500-A57-STD5-001 <br />n3'-0" REBAR RINGn2'-6" <br />BPL-1500-A57-STD7-001 <br />n2'- 1/16" B.C. (8 ANCHORS) <br />Anchor Assembly 1 1/2" x 36" ANCH-1500-36-001 <br />33'-6 5/8" <br />32'-3 1/8" <br />38'-10 7/16" <br />38'-3 1/8" <br />1 432 <br />D <br />C <br />B <br />D <br />A <br />38'-9 3/16" <br />64'-10 11/16" <br />28'-4 1/2" <br />4'-11 5/8" <br />5'-11 1/2" <br />25'-11 13/16"7'-2 7/16"31'-8 1/2" <br />COLUMN n12 3/4" X 0.375" WALL <br />COLUMN n12 3/4" X 0.375" WALL <br />COLUMN n16" X 0.375" WALL <br />COLUMN n16" X 0.375" WALL <br />COLUMN n16" X 0.375" WALL <br />33'-9 7/16" <br />4" SURFACING 4" SURFACING <br />FFE <br />SG <br />FFE <br />SG <br />11'-0" <br />12'-9 5/8" <br />15'-0" <br />19'-0" <br />20'-9 5/8" <br />13'-0" <br />20'-0" <br />21'-9 5/8" <br />19'-0" <br />20'-9 5/8" <br />11'-0" <br />12'-9 5/8" <br />19'-0" <br />20'-9 5/8"20'-0" <br />12'-0" <br />21'-9 5/8" <br />19'-0" <br />20'-9 5/8" <br />13'-0" <br />14'-9 5/8" <br />n3'-6" <br />n3'-0" <br />(12) #8 VERT BARS <br />EQ DISTRIBUTED AROUND <br />PERIMETER OF PIER. <br />MAINTAIN 3" CONC COVER. <br />PROVIDE STD 90 DEGREE HOOK <br />AT TOP OF ALTERNATING BARS. <br />30" MINIMUM ANCHOR EMBED <br />#4 STIRUPS <br />TOP 4 @ 3" O.C. <br />FOLLOWED BY 4 @ 6" O.C. <br />FOLLOWED BY OTHER STIRRUPS AT 12" O.C. MAX <br />ALL STIRRUPS 12" MIN OVERLAP <br />(16) #8 VERT BARS <br />EQ DISTRIBUTED AROUND <br />PERIMETER OF PIER. <br />MAINTAIN 3" CONC COVER. <br />PROVIDE STD 90 DEGREE HOOK <br />AT TOP OF ALTERNATING BARS. <br />30" MINIMUM ANCHOR EMBED <br />#4 STIRUPS <br />TOP 4 @ 3" O.C. <br />FOLLOWED BY 4 @ 6" O.C. <br />FOLLOWED BY OTHER STIRRUPS AT 12" O.C. MAX <br />ALL STIRRUPS 12" MIN OVERLAP <br />N <br />Plan <br />N <br />Plan <br />3" COVER <br />n2'-6" REBAR RING <br />1'-3 1/4" SQ <br />n3'-0" <br />n1'-4" <br />n3'-6" <br />GROUT OR CONCRETE CAP TO BE INSTALLED <br />AFTER COLUMN INSTALLATION IN ORDER TO <br />PREVENT RUST ACCUMULATION. <br />REFERENCE GENERAL NOTES FOR <br />GROUT LEVELING BED REQUIREMENTS. <br />GROUT LEVELING BED IS REQUIRED AND <br />SHALL FULLY FILL VOID BETWEEN <br />BOTTOM OF BASEPLATE & TOP OF PIER. <br />GROUT OR CONCRETE CAP TO BE INSTALLED <br />AFTER COLUMN INSTALLATION IN ORDER TO <br />PREVENT RUST ACCUMULATION. <br />REFERENCE GENERAL NOTES FOR <br />GROUT LEVELING BED REQUIREMENTS. <br />GROUT LEVELING BED IS REQUIRED AND <br />SHALL FULLY FILL VOID BETWEEN <br />BOTTOM OF BASEPLATE & TOP OF PIER. <br />(1/4) <br />3/8 <br />(1/4) <br />3/8 <br />AMMTEC CONSULTANTS FOR <br />Oct 22, 2025