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Caisson Drilling, Excavation Shoring, Tieback Anchors (6)
Li z :D 11-011 8172 8170 - 8168 --- 8166---- 8164 8162,----- 8160 8158 8156 - 8154-- 8152 - 8150 8148 8146- 8144 - 8142---- 8140 8138 8136 8134 8132 8130 8128 8126 8124--- 8122 --- - w w w Ld w Lu z z z z z z :71 _j _j _j _j I z z z z z z 8160 cy- CY rK Of Cy Ld 0 0 D EYONI 8166 ___ ___ .- - 8146 8180 —8180 8178 8178 . ..... I— 8176--- 15 GRO(�JT COLUMt 8168 ---- - 8174-- 8168 8168 8172 - 8166 8164 8164 8162 C-0 8160 8170-----_]1 8168--,- ORR 8162 Ld 611. 0 r: f EYONI 8166 ___ ___ .- - 8146 1 8144 8164 --- ---- - 8160 8160 0 8162,---- _ L__8138 8158 8136 8160 8158 8132 z 8158--- 8128 8156 8156-, BO .1 . 8154 T TO 5b 1 -0- 8154--- ... 8154 0 8152 8152..-,.-----,- 3-- :D 8150--- 8150 0 cl� 8148 wo 8148 8148 8146-- z EXCAVATION 814 4 410- 8142 8144 8144 C/) 8146 8140 �_ In pe) 4-- 8138.---- 0 8 8142 8136 - ELEV. 813& VIEW 8134--- - 8142 0 8136 0 8132 - .... . .. ... I 8130 8132 < 8128 < Lj_ 2a o 8126 (f) CL 812 8 8124 ---- 8126 8122 BUILDING GRID _` tAUA VA I IUN w z z Ce- C 4 C 140C 8172 —8180 8178 8170 8176 I— 8174 15 GRO(�JT COLUMt 8168 ---- - 8170 8168 8168 8166 8166 8164 8164 8162 C-0 8160 8158 ORR 8162 Ld 611. 0 r: f Fo. 9 c`3.162 8146 1 8144 VERIFY IN FIELD 8160 8160 0 8140 _ L__8138 8158 8136 Ct'' 8158 8132 z 8156 8128 8156 a_ BO .1 . 8154 T TO M OF GROUT COLUMN 8154 0 8152 o 3-- :D 8150 0 cl� wo 8148 8148 z EXCAVATION 8146 0) 8144 8144 C/) 8146 �_ In pe) 0 0 8 8142 0 ELEV. 813& VIEW cf) GROUT COLUMN L_ L_ L_ V M I I \,J 1 N v I L_ V v w z :_j z CC 140 1402E 3'--1> UPPER S WALL SCALE: 1" = 10'-0" bullum VI- EXCAVATION SOIL NAIL ELEVATION VIEW -- SCALE: 1" = 10'-0" w z _j z CIK SOUTH WALL. SCALE. 1" = 10'0" TYPICAL GROUT COLUMN I —8180 8178 8176 I— 8174 8170 2'-0" OC 30'-o" 8170 8168 8168 L 8166 0 8164 8162 C-0 8160 8158 ORR - - ------ 8156 Ld J 8154 0 Q0 Fo. 9 c`3.162 8146 1 8144 VERIFY IN FIELD 8160 0 8140 _ L__8138 8136 Ct'' 8158 8132 z 8130 8128 8156 a_ BO .1 . , 8122 T TO M OF GROUT COLUMN 8154 0 u o 3-- :D �- 0 cl� wo 8150 8148 z EXCAVATION - 0) 8144 (D C/) 8146 �_ In pe) 0 0 8144 814,184 L.LJ 0 813& Z cf) 8142 UPPER S WALL SCALE: 1" = 10'-0" bullum VI- EXCAVATION SOIL NAIL ELEVATION VIEW -- SCALE: 1" = 10'-0" w z _j z CIK SOUTH WALL. SCALE. 1" = 10'0" TYPICAL GROUT COLUMN I 15 (9 96 (D 16 —8180 8178 8176 I— 8174 8172 _t 8170 8168 L 8166 0 8164 8162 C-0 8160 8158 ORR - - ------ 8156 Ld J 8154 0 Q0 8150 8148 8146 1 8144 VERIFY IN FIELD m. 8142 0 8140 _ L__8138 8136 Ct'' 8134 8132 z 8130 8128 5126 812-4 a_ BO .1 . , 8122 T TO M OF GROUT COLUMN 15 (9 96 (D 16 RE J.4 4 NOT VALID WITHOUT DATE & ORIGINAL SIGNATURE W, C/ i u Lo I— Z _t or_,, 0 C-0 0 ORR Ld Z_ 0 Q0 0- VERIFY IN FIELD < 0 y 00 0 Ct'' 8158.0 z < 0 a_ 00 < LIJ 1-- LL 0 u o 3-- :D �- 0 cl� wo 8 OTT_QM, QF_ 8148 z EXCAVATION - 0) 8144 (D C/) 0 �_ In pe) 0 0 0 L.LJ 0 813& Z cf) >2 0 8136 0 0 .... . .. ... I 8132 < CD < Lj_ _J M (f) CL 812 8 - ---- ---- 8126 8124 8122 RE J.4 4 NOT VALID WITHOUT DATE & ORIGINAL SIGNATURE W, C/ i u Lo I— Z _t or_,, 0 C-0 0 0) Ld Z_ 0 Q0 0- < < 0 y 00 0 Ct'' Lo z < 0 a_ 00 < LIJ 1-- LL 0 u o 3-- :D �- 0 cl� wo co z cf) 0 0) < (D C/) 0 �_ In pe) 0 0 0 L.LJ 0 V) Z cf) >2 0 — 0 0 00 I 0 < CD < Lj_ _J M (f) CL 0 u mq� #h* U) C-0 0 0) 0 0 Lo 00 < LL o MONO cl� wo CL 0 0) < Z pe) 0 0 0 Ld _j Ln — uj I JOB NO. : 5158 ISSUED: 8/28/06 DWN BY: CC DWG. NO, XtiS - 6 8H T. 6 OF 8