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HomeMy WebLinkAboutCaisson Drilling, Excavation Shoring, Tieback Anchors (3)Ljj 8172 8170 8168 8166 --- 8164- 8162 8160 8158 8156 8154 8154 8152 8150 814.8 8146 8144- 8142 814-0 8138 - 8136------ 813 4 8132 8130 - - 8128 812✓ 8126 8,124---- 8122--- GROUT COLUMN Ld z :D z OA 2 31-0)y 0); _' 7 0 VIEW �- \­J 1\ I.J ?-j I %-/ N­/ L- %../ I v I 1 14 1 L.1 z @DEoG (DoH �o -47 4 7'1- 0 7- 0 8160 INANIQ� In-) e),.-nll o -�!r, I o upPER 1­111.1- - = , - - .... ...... # - ----- b] ob 8156.2 8156 2 8154 8152 01 V�o 8150 8148 I #-- __. -__ 8146 - 8144- 8144S 4J,0--­­­-,.­ 8142 8140 SW AREA WAY_ SOLDIER BEAM SCHEDULE SOLDIER -- ­ ­­1 '6 GROUT C Lo 8162 ---- SOLDIER SOLDIER DRILLED BEAM SOLDIER BEAM TOP BOTTOM SOLDIER BEAM EXCAVA. BEAM EXPOSED BEAM EMBED. SHAFT SIZE (in.) NO, SIZE ELEV. ELEV. # ELEV. HEIGHT LENGTH 8142 SB1-SB2 W14x30 8164.00 8149.00 15.00 8157.00 7.00 8.00 24 SB3 W16x50 8165,00 814 -Too 18,00 8157,00 8.00 10.00 24 SB4 W16x50 8166,00 8146.00 20.00 8157,00 9,00 11,00 24 SB5 1W16x5O 8167.00 - 8l4700 —2 0. 00 8157.00 10.00 10,00 24 S66--SB7 W18x6o ---J--8J71,00-L :E -D Z 0 1 13.670 12.00----1— ?A---J t.4i z LY :D - 8B- )c @D @8� -7 -7 4 1) LIJ z D /A '1v SB1B @3 6 6f. 4" W-01) 11 1 10 )-07T 8172 77 A, 8170 A 4 8168-.-- 818 1 8166 T i —77 8164 -7— A I 8162 /V I fit (8160 -- ­1 - 8158 J 65 ,6157 8156 17 49 ... 7 77 ITT7 8150 8148 8147 8146 - - Z - , ".. -, - 24" DIA, DRILLED SHAFT -,- �" TIMBER LAGGING SEE FOR SIDES - EDULE ELEV, VIEW Lea Ld 01- 8166 j­­ -- ­ ­­1 '6 GROUT C Lo 8162 ---- 816 o -- A160 � 8158- Lo 0 8146 8156-­­1-­- 8162 u� 7.1 # 8154--.-- U) 8142 8152---­, (_0 8160 8150- tf < 8 8148- - '1117 1 48'0 �..-.L -V, VIEW (-) 8162 ---- I ---I- -- ­'­­ t -- ! ­ -- ­­j­ � 8162 16 G OUT COLUMNS @ 2'-0" 00 32'--0 8160 ------ ------ 8160 8158 8157 8158 8156 J 54A 3.1 8156 54.0 5 8154 8150 8154 8149— 7- 8150 8146 'Gil J! 8152 5­11 815 2 8148 8150 8148 0 5- 12, 8148 8144 -- ---- 8146 8146 8142 fl! 8144 8144 8140 8144 11 # # r 8144 8142 8138 8142 807 5 8140 8140 8136 ELEV. VIEW UPPER WEST WALL 8134 wm1�11mlim SCALE: 1/8" V-0" D u _.8152... Lo IMNS @ 2-10" OC 816 6 8164 Lo 0 8146 8162 u� 7.1 # U) 8142 (_0 8160 5731 < 8136 \A/ A I I 8 00 (-) 8158 Z < x LJ 0 0 -----8156 c) 0 :E -D Z 0 (y) < ob o) 8154 V) 523 I z C/') 00 0 z < (_0 8152 0 < (-) 1111111- 0 8150 z u) (D of 0 j­­ 0 0 00 >- 0-) z - 0 < 0 < LL- -j 0) cf) 8149 8148 48.0 UPPER INM WALL /V,5 LLI -j /I F- \A/ N A I F) 8172 8171 8170 ------ 8168 8166 8164 8162 816 0 8158 8150 8148 1 46 i 8146 �4i -BOTTOM OF EXCAVATION W CANTILEVER WALL NOT VALID WITHOUT DATEI & ORIGINAL SIGNATURE I W u _.8152... Lo Lo 0 8146 1 u� 8144 # U) 8142 (_0 0LtJ Ll- < 8136 \A/ A I I 8 8172 8171 8170 ------ 8168 8166 8164 8162 816 0 8158 8150 8148 1 46 i 8146 �4i -BOTTOM OF EXCAVATION W CANTILEVER WALL NOT VALID WITHOUT DATEI & ORIGINAL SIGNATURE I W 0 u z 1 ­)1111 At5UVr- JNVV Ul-\N IfULVC-M VV/-\L.!_ /IFOR DEVELOPED ELEVATION VIE' A 4 � 40 z 3'- 4 — 0 00 01) 8172 K's 8170 vj 00 1­ - 8168 r-_ 8166 TR'AN-FORWE-R­ -T 8164 0 4- - 8162 to 8160 C\4 ....... ---- I 1 a 8158 UJ 0 X 8156 00 LL 8154 Of 0 8152 50, 8150 8148 45 8146 < n If 8144 8142 z 8140 8138 I 8136 LLJ I . _ #.._ ___ . # i..t _._ ­j N 8134 30, 8132 LIJ 8130 8128 JOB NO�' 5158 8126 a- ISSUED: 8/2 8124 DWN BY: CC 8122 DWG, NO. TYPICAL GROUTCOLUIVIN X B 4 SH T. 4 OF 8 u Lo Lo 0 1 u� U) Z (_0 0LtJ Ll- < < 00 (-) Z < x LJ 0 0 u c) 0 :E -D Z 0 (y) < ob o) V) I z C/') 00 0 z < (_0 0 < (-) LjJ 0 z u) (D of 0 j­­ 0 0 00 >- 0-) z - 0 < 0 < LL- -j 0) cf) CL 0 u z 1 ­)1111 At5UVr- JNVV Ul-\N IfULVC-M VV/-\L.!_ /IFOR DEVELOPED ELEVATION VIE' A 4 � 40 z 3'- 4 — 0 00 01) 8172 K's 8170 vj 00 1­ - 8168 r-_ 8166 TR'AN-FORWE-R­ -T 8164 0 4- - 8162 to 8160 C\4 ....... ---- I 1 a 8158 UJ 0 X 8156 00 LL 8154 Of 0 8152 50, 8150 8148 45 8146 < n If 8144 8142 z 8140 8138 I 8136 LLJ I . _ #.._ ___ . # i..t _._ ­j N 8134 30, 8132 LIJ 8130 8128 JOB NO�' 5158 8126 a- ISSUED: 8/2 8124 DWN BY: CC 8122 DWG, NO. TYPICAL GROUTCOLUIVIN X B 4 SH T. 4 OF 8