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HomeMy WebLinkAboutB17-0285_XBS-3_1507155420.pdfSOIL NAIL SCHEDULE SOIL NAIL COLUMN FIRST ROW (FT) SECOND ROW (FT) THIRD ROW (FT) FOURTH ROW (FT) BAR SIZE 15 - 25 10 10 10 #8 1 2 3 9/10 4 A F 1 2 3 9/10 4 TURNLINE TURNLINE TURNLINE TURNLINE TURNLINE TURNLINE TURNLINE TURNLINE 8190 8188 8186 8184 8182 8180 8178 8176 8174 8172 8170 8168 8166 8164 8162 8160 8158 8156 8154 8190 8188 8186 8184 8182 8180 8178 8176 8174 8172 8170 8168 8166 8164 8162 8160 8158 8156 8154 BOTTOM OF EXCAVATION BOTTOM OF EXCAVATION EXISTING GRADE EXISTING GRADE 3 9/10 B C D E E.2 3 9/10 TURNLINE TURNLINE 8190 8188 8186 8184 8182 8180 8178 8176 8174 8172 8170 8168 8166 8164 8162 8160 8158 8156 8154 8190 8188 8186 8184 8182 8180 8178 8176 8174 8172 8170 8168 8166 8164 8162 8160 8158 8156 8154 EXISTING UNIT #9 / UNIT #10 PARTY WALL EXISTING SLAB TO REMAIN EXISTING FOOTING BEHIND NORTH SHORING SOUTH SHORING INTERIOR 9/10 SHORING SN 16 SN 17 SN 24 SN 25 SN 18 SN 19 SN 20 SN 21 SN 22 SN 23 3'-0" 3'-0" 3'-0" 3'-0" 5'-9" 5'-9" 5'-9" 5'-9" 5'-9" 5'-9" 5'-9" SN 15 4'-3" #8 GR75 GROUT COLUMN @ 1'-6" CENTERS 8152 8150 8148 8152 8150 8148 8152 8150 8148 VERTICAL MICROPILES BATTERED MICROPILES MICROPILE CAP ELEVATION VIEW - INTERIOR WALL 1/8" = 1'-0" NOTE: x SEE ELEVATION VIEW FOR SOIL NAIL ELEVATION x TEMPORARY BEARING PLATES ARE 1 2" x 8" x 8" WITH 1.25" CENTERED HOLE x PERMANENT BEARING PLATES ARE 1 2" x 10" x 10" WITH (4) 5 8"x53 16" HEADED STUDS AND 1.25" CENTERED HOLE x ALL SOIL NAILS SHALL BE GRADE 75 BAR. EP DENOTES EPOXY COATED BAR x 15 DEGREE DIP ANGLE FOR ALL NAILS x MINIMUM DIAMETER OF SOIL NAIL HOLE SHALL BE 5.25 INCHES GRID GRID 4" SHOTCRETE PROPOSED FOOTING (BY OTHERS) SOIL NAIL TYP. (SEE SCHEDULE) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO EARTH RETENTION INSTALLATION. 74.0 70.5 67.0 68.0 71.0 74.0 74.0 71.0 68.0 68.0 68.0 71.0 71.0 74.0 74.0 74.0 70.0 66.0 66.0 70.0 74.0 74.0 70.0 66.0 66.0 66.0 66.0 70.0 70.0 70.0 74.0 74.0 74.0 T.O.MP = 70.5 T.O.CAP = 71.0 T.O.GC = 70.0 53.0 53.0 54.0 55.0 56.0 56.0 68.1 63.1 69.4 61.4 56.8 70.8 55.9 67.9 66.5 60.5 54.0 52.0 51.0 53.0 52.0 50.0 50.0 51.0 T.O.MP = 72.4 T.O.CAP = 72.7 T.O.MP = 72.7 T.O.CAP = 73.0 T.O.MP = 70.8 T.O.CAP = 71.0 T.O.MP = 72.7 T.O.CAP = 73.0 T.O.MP = 72.7 T.O.CAP = 73.0 T.O.MP = 73.8 T.O.CAP = 74.0 4" SHOTCRETE FACE W/ 2 LAYERS WWM 4x4-W4.0xW4.0 W/ 1 LAYER WWM 4x4-W4.0xW4.0 G 3 4 MICROPILE, #8 GR 75 B 3 D 3 3 3 DETAIL - INTERIOR #9 / #10 BEAM CAP DETAIL - TOP VIEW MINIMUM 5.25" DIA. DRILLED HOLE EXTEND 9" INTO CAP CONTINUOUS STEEL REBAR #8 GR 75 CONCRETE CAP BEAM 3 3 D CROSS-SECTION 3 3 A 1'-3" (4) #4 LONGITUDINAL BARS T&B FRONT MICROPILE CONCRETE 4000 PSI @ 28 DAY 1'-0" ƒ BATTERED MICROPILE MINIMUM 5.25" DIA. DRILLED HOLE 4" SHOTCRETE WITH 2 LAYERS OF 4x4-W4.0xW4.0 WELDED WWM SEE DETAIL B-3/3 AND C-3/3 MICROPILE, #8 GR 75 C 3 3 DETAIL - NORTH SHORING CAP BEAM EXTEND 9" INTO CAP 1'-0" (2) #4 LONGITUDINAL BARS T&B CONCRETE 4000 PSI @ 28 DAY 1'-0" ƒ A 3 3 A 3 3 3 3 F CROSS-SECTION 3 3 E F 3 3 DETAIL - TOP VIEW MINIMUM 5.25" DIA. DRILLED HOLE CONTINUOUS STEEL REBAR #8 GR 75 E 3 3 6"x6"x1/2" STEEL PLATE WITH 1.25" CENTERED HOLE 6"x6"x1/2" STEEL PLATE WITH 1.25" CENTERED HOLE SEE ELEVATION VIEW FOR LENGHT MICROPILE, #6 GR 75 15'-0" TOTAL LENGHT 23'-0" TOTAL LENGTH FOR 16'-0" EXPOSED HEIGHT 20'-0" TOTAL LENGTH FOR 12'-0" EXPOSED HEIGHT #4 GR60 GROUT COLUMN @ 2'-6" CENTERS VERTICAL PILES ON 2'-0", BATTERED ON 6'-0" CENTERS 1'-6" 3'-0" VT#2 VT#4 VT#3 VT#1 8190 8188 8186 8184 8182 8180 8178 8176 8174 8172 8170 8168 8166 8164 8162 8160 8158 8156 8154 8190 8188 8186 8184 8182 8180 8178 8176 8174 8172 8170 8168 8166 8164 8162 8160 8158 8156 8154 ELEVATION VIEW - NORTH WALL 1/8" = 1'-0" ELEVATION VIEW - SOUTH WALL 1/8" = 1'-0" TEL: 303-791-9911 FAX: 303-791-0967 9512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125 NOT VALID WITHOUT DATE & ORIGINAL SIGNATURE SHT. 3 OF 4 XBS-3 DWG. NO. DWN BY: JHH DWN BY: JHH JOB NO. : 5568 ISSUED: 08-18-2017 GALVIN RESIDENCE BECK BUILDING COMPANY POST OFFICE BOX 4030 VAIL, COLORADO 81658 (970) 904-1302 10/04/17