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HomeMy WebLinkAboutB14-0418_XBS3_1416610680.pdf loi OF 41Appoie. , .00 44-4' r ri...'i-,:d•' �1...tVi��� .5rZ id :/ l•� 42839 � q PP ...•••.two le. fqf lao3110'' 11/21/14 w w w z z z J J J Z z z 0 I- I-I- TEMPORARY GROUT COLUMN 0 SCHEDULE easesese e e age* age 0 ereivoreeerse eeeeeeeseeeeeeeeeeeeeeeeeeeeees eve. oeleeeeogeo _, „ „ „ „ , , „ „ „ „ „ „ „ „ „ 1,0 ,0 ,0 i•-0 .-0 •_0 ._0. ._0. 2•-0• 2•_0• 2•-0• 2•_0• 2._0. 2•-0• 2•-0• 2._0. 2._0. 2._0. 2._0. 2._0. 2._0. 2._0. 2._0. 2._0" 2._0" 2._0" 2._0. 2._0. 2._0" 2._0. 2•_0• 2•_0• 2•_0• 2•-0• 2•-0• 2•-0• 2._0. 2•-0• .-0• ,.-0. ._0. ._0. .-0. 2._0. 2•-0• 2•-0• 2._0. 2._0. 2._0. 2._0. 1._0. ._0. ._0. O 8282 - - - - - - - - - - - - - - - - - - - 8282 8290 - - - - - - - - - 8290 0 8280 - - - - - - - - - • - - - - -� - - 8280 8288 - - - • 8288 GROUT BAR BAR BAR TOP OF BOTTOM 8278 - - - - - - - - - - - - -H - - 8278 8286 - - - - - 8286 GRADE LENGTH BAR OF BAR J Z 8276 - - - - - - - - - -1 - 8276 8284 - - - - - 8284 COLUMN NO. (KSI) DIAMETER (FT) (ELEV.) (ELEV.) < 0 8274 - - - - - - - -� - - 8274 8282 - - - - 8282 > '- > >, �� ?o XISTING GRADE , � 's�s's80.08280 G O G r 1 /7/21//r/'/; �/�� - - - - d �� l 8272 - - - - > >o- �o '�� s `� . , 7z.o 8272 8280 '� -•,G95 .-s' s2. ., 8 EXISTING GRADE ss ss 9 , o - / T � i i / i* i 'i'� � \/i'/i i //// D sy s g J s v Ia►SI \ 78.0 \ \ 6, o 7 ' lir;i'i a l r /i\�i\�/ - 8270 8278 - . . /\ - 82788270 - - ! - a� r r �� i i I . ��1� \\i;j,\\\9/,\\1�,,\'�i INV 11 � j�\j�\,% \ , '�////// i/ i i i//// ' �J '� \\ GC 1 -GC4 60 #5 12.0 8268.0 8256.0 0 680 isando / N / J�,tr1. . li ' \ �/ " / n\/!•\\ \// /- //\\//\\/ \\/ 1 / ; /I',/ Y /1-' . y' r ?4' /� ( ��\\\%/ 8276 < O 8268 �/i ' I I ' /- ° '` \P"// II II II EI/\I0\7`\/!\//;i //,,i\/ u�4%�i�\�\/ 8268 8276 �i1. i � !". '," v % Ian/\/-,\ /, '� o' ;\\//\\� GC5 60 #5 11 .0 8268.0 8257.0 ////\ 1!'l trir pinroi,/, ,mall./,:igg� / , s //,Eg;1,\\/��/, , 67.0 '.-/Q / Li' /i\?4 ,,, >�/��// / / 1 /,fi- A AY /, i /i .1?/ / 1 , /\ CN8266 ��� 'Q��' ' �I �i�jl� i� I Ii � ' �� ,� wv,9w i/vEl%viav/�� ,A ,;,\/'1/ vv/ �� i I s5.o ...� cc.o 1 8266 8274 y% �/o��►!l/';\'-',:\P� ' I II ; 1 a r ! 8274 GC6 60 #5 10.0 8268.0 8258.0 ct Z (0 / 11J ill1 ��Ca�. FIL O� ///, ,/</ ✓/� 3// 0/ // /,0 /0\41\ ' '% /\/ .. . 7 .0 L 8264 VAAVAlin " rr e L..IIs�9 6I ;� r• �L dl.Ai, �� /,�, i.', .� $4.0 a �P II I �I II GROUT COLUMN, SEE 8264 8272 //,�/� ������y� � 8272 \ /i ! IE �� 63.0 63.0 \� � i 7�.0 71.0 lu H H H X1.0 GC7 - GC9 60 #5 9.0 8268.0 8259.0 O CO ✓�//wi/v;ilg ,,� r � , �p��, �� GROUT COLUMN 8270 8262 �\\\ \rp l� ! 0 1► �, 1 11 ��,0 62.0 8262 8270 70° G C 10 - GC 14 60 #5 8.0 8268.0 8260.0 W U 0 ��//�//, '✓0 ,�, p II iI II 161.0 SCHEDULE FOR SIZES 69.0 69.0 8260 //%� \:$11/1r,e �1 m 6e.e 8260 8268 8268 C� 590 GROUT COLUMN, SEE -I - 8258 8266 - - GROUT COLUMN 8266 GC15 - GC17 60 #5 7.0 8268.0 8261 .0 W O 8258 - ��II' 1157.0 - -� - 8256 8264 SCHEDULE FOR SIZES 8264 0 10 Q < N 8256 - 56,0 56'�� BOTTOM OF EXCAVATION BOTTOM OF EXCAVATION GC 18 60 #4 7.0 8268.0 8261 .0 w f Ln 8254 - - - - - - 8254 8262 8262 - - J = > 0 7 8252 - - - - - 8252 8260 8260 GC19 - GC21 60 #4 6.0 8268.0 _ 8262.0 f 2 J C JO d7 8250 - - - - GC22-I - 8250 8258 8258 0 /CZ.) U- GC24 60 #4 5.0 8268.0 8263.0 0 W 8248 - I - - - - - _i - - 8248 8256 - - - - - - - 8256 - - 0 _ O GC25 60 #4 5.1 8268.1 8263.0 EAST WALL ELEVATION VIEW WEST WALL ELEVATION VIEW GC26 60 #4 4.3 8268.3 8264.0 CO LL Q ' CD1/8" = 1'-0" 1/8" = 1'-0" G C27 60 #4 4.6 8268.6 8264.0 O I O > I GC28 60 #4 4.8 8268.8 8264.0 = V) < CL GC29 60 #4 5.0 8269.0 8264.0 GC30 60 #4 5.2 8269.2 8264.0 I GC31 60 #4 4.4 8269.4 8265.0 GC32 60 #4 4.7 8269.7 8265.00 GC33 60 #4 4.9 8269.9 8265.0 GC34 60 #4 4.1 8270.1 8266.0 GC35 60 #4 4.3 8270.3 8266.0 GC36 60 #4 3.6 8270.6 8267.0 GC37 60 #4 3.8 8270.8 8267.0 � GC38 60 #4 4.1 8271 .1 8267.0 /%�//� GC39 60 #4 4.3 8271 .3 8267.0 n SEE DETAIL B-2/3 FOR TOP VIEW GC40 60 #4 4.5 8271 .5 8267.00 GC41 60 #4 4.8 8271 .8 8267.0 CONTINUOUS STEEL BAR GC42 - GC45 60 #4 5.0 8272.0 8267.0Z FULL LENGTH, SEE SCHEDULE FOR LENGTH & SIZE GC46 60 #4 6.0 8272.0 8266.0 GC47 60 #5 8.0 8272.0 8264.0 0 GRADE 60 BAR, FULL LENGTH GC48 - GC49 60 #5 9.0 8272.0 8263.0 BOTTOM OF EXCAVATION 2H:12V II1111. III GC50 - GC54 60 #5 9.0 8278.0 8269.00 MINIMUM 5.25" DIA. "�j'4 I-I MINIMUM 4000 PSI GROUT GC55 - GC56 60 #5 8.0 8278.0 8270.0 ~ SLOPE IN BEDROCK (BY OTHERS) =III '�.4 ) .: '. (fl I. II.' ,. ' 11 0) I- I- • GC57 60 #5 7.0 8278.0 8271 .0 O I MINIMUM 4000 PSI GROUT - 1 -111Co 111=III=III=1111= 1I1 Il'- GC58 60 #4 7.0 8278.0 8271 .0 SEE SCHEDULE FOR LENGTH & SIZE N GC59 60 #4 6.0 8278.0 8272.0 1 GC60 - GC61 60 #4 5.0 8278.0 8273.0 O CO pp O A GROUT COLUMN (BAR) WALL CROSS SECTION �B DETAIL TOP VIEW GROUT COLUMN (BAR) GC62 60 #4 6.3 8278.3 8272.0 W -111-1 3 j_3 NOT TO SCALENOT TO SCALEGC63 60 #4 6.96 886 8272.0 Q GC64 60 #4 6.9 8278.9 8 0Z Q GC65 60 #5 8.2 8279.2 8271 .0 0 ct LL � GC66 60 #5 8.4 8279.4 8271 .0 0 '0 GC67 60 #5 8.5 8279.5 8271 .0 0 Q 0 O GC68 60 #5 8.7 8279.7 8271 .0 U GC69 60 #5 8.8 8279.8 8271 .00 Z Z GC70 60 #5 9.0 8280.0 8271 .0 < 0 tid7 I 0 ~ ~ O H J M U 7r) H W O J H JOB NO. : 5520 ISSUED: 11-10-2014 DWN BY: EBW CKD BY: JVW DWG. NO. XBS3 SHT. 3 OF 3