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HomeMy WebLinkAboutCaisson Drilling, Excavation Shoring, Tieback Anchors (8)z Ld U-1 CL 0 t 8172 'Aw 8170- 8170 8168- 8168 4" ELEC. DUITS (VERIFY IN FIELD) ,6 816 6 816 'WAD- 16.00 24" TO (INVERT 8160,57) EXISTING SCORPIO 816 4 - G ­- .... . ....... ...... SHOTCRE TE Ui 8162 ------ 816 2 ps 8159.02 PROVIDED TRANSFORMER PAD 8160 - �T , Q ................. ---- - - ---- -­ ­ ------ 8160 BY-"ALPINE)" 8158 8158 8156 - 771Ji 8156 8154 -GROUT COLUMN 8154 8152 8152 SOLDIER BEAM I ....... .. . 8150 ..... ..... 8148 .... 8148 . ... ...... 814.6 274 0 8144 8144 8142 8 4t7 8140 f�P S6iL NAIL 8140 8 �38 1, 8136- k 8136 8134 8134 8132 8130 8128 - 8128 j9ot 81 8j 8126 .... . . .... 8126 8124- 8124 8122 .... .. .... ... ___­.. . ...... . . .... Z� CROSS SECTION 3" TIMBER LAGGING SCALE: 1" • 10'-- 3/16" el'A .4 A' LLI z ty Lit rz CROSS SECTION SCALE: 1" = 10'-0" SOLDIER BEAM WIf)F F1 At\fr.F RFAhA 8126 8124 8122 8172 w 8170 --- --- z Z 8166 8164 t 816 2, CONCRETE PAN FOR STORM 8160 - 8158 . ... ....... 38 8154- 1 8172 0 8150 8148 ------- 8146 4) 4" EL�C. CONDUITS (VERIFY IN FIELD) . . . . . . . -2 S M INVERT 8158.21} *6k 8166 8140 . .. ...... 8164 8168 8136 8162 8134--­- SHOTCRETE 8160 8166 8158 8128 < 8126 !T COLUMN 8124­­,---- 00 8122 8154 ,8 8152 . ...... < 815 8156 - --- -- 8148 8154 GROUT COLUMN 814• 8140.50 8150 8142 0 8148 8140 GROUT COLUMN - ----- 8138 rf6145,50 ------ ---- - ----- II A35.50 -8136 ......... . ... ... 813• < GROUT COLUMN 0-) _ ----- 8138 . ..... 7 0 813• 8128 of 4fi.,T o CROSS SECTION SCALE: 1" = 10'-0" SOLDIER BEAM WIf)F F1 At\fr.F RFAhA 8126 8124 8122 8172 8170 --- --- z 8168- - 8166 8164 t 816 2, CONCRETE PAN FOR STORM 8160 - 8158 . ... ....... 8156 8154- 1 8152 0 8150 8148 ------- 8146 .. . 8144 . . . . . . . 8142, ___ -_ -.8170 8140 -------- .... ..... 8138­- 8168 8136 ELE'C. CONDUITS FIELD) 8134--­- 1 _(Y��IFYJN - ------ 8166 8128 < 8126 8162 8124­­,---- 00 8122 24" DIA. DRILLED SHAFT USE 3000 PSI CONCRETE FROM BOT. OF SHAFT TO BOT. OF EXCAVATION. USE LEAN CONC, FOR REMAINDER. k I ui z L-n t Of Lo 0 a- 1 (f) 0 i� Qo ___ -_ -.8170 -------- .... ..... In 8168 (4) 4" ELE'C. CONDUITS FIELD) 1 _(Y��IFYJN - ------ 8166 < 8162 _J� 00 8160 —SHOTCRETE 8158 cf) z < e15s 10 8156 ----- -- 0 8154 8750.90 8150 0 8148 GROUT COLUMN 8146 T_ rf6145,50 ......... . 8142 < 8140 0-) _ ----- 8138 . ..... 7 0 813• -15' ......... 8130. 50 8130 8128 Ult-7. 180C 8126,83 8126 CROSS SECTION SOLDIER BEAM DRILLED SHAFT SCALE: 1" = 10'-0" 8124 8122 4 q 1� lOtt NOT VALID WTHOUT DATE m u z -SOLDIER BEAM B' ECTION C SECTION BOTTOM OF EXCAVATION SEE SCH. C SCALE TO NOT NOT TO SCALE 771 7 7 -DRILLED SHAFT 0 PO A SECTION CANTILEVER EXCAVATION x < NOT TO SCALE ILL N_ < o.) 0) 0 _j 0 Ld --j Li _j 0) _j F_ ISSUED: 8/28/06 DWN BY: CC DWG. NO. XBS-7 SHT. 7 OF 8 L-n t Of Lo 0 1 (f) 0) Qo < In CL < 1 Z 0 < 00 cf) z < 0 CL 0 0 0-) T_ (D < 00 0-) cn I 7 0 z < Q0 bi 0 +7 cf) >: 0 CK o CD 0 OC) 0 < 0 < --L L_ —1 (3) (f) CL u z -SOLDIER BEAM B' ECTION C SECTION BOTTOM OF EXCAVATION SEE SCH. C SCALE TO NOT NOT TO SCALE 771 7 7 -DRILLED SHAFT 0 PO A SECTION CANTILEVER EXCAVATION x < NOT TO SCALE ILL N_ < o.) 0) 0 _j 0 Ld --j Li _j 0) _j F_ ISSUED: 8/28/06 DWN BY: CC DWG. NO. XBS-7 SHT. 7 OF 8