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__ __ _ _ _ _
<br /> .
<br /> LEGEND
<br /> 0 .
<br /> I I
<br /> X SLAB ON GRADE,SEE SHEET S268 FOR SLAB ON GRADE SCHEDULE
<br /> 1.80 B 1.85 2 3
<br /> _ 2.30 2.40 2.70 3.05 CJ CONTROL/CONSTRUCTION JOINT,SEE SHEET S280 FOR DETAILS
<br /> 25'-0" 30€-0€' 30 1" _I 10-0' 25'-0' 30-0° 30'0„ AE CJ ARMORED CONTROL JOINTS IN THE EAST WEST DIRECTION
<br /> _ ___---.__--__-__ _. 10 __ _ _ __. 0 ` - . > EDGE SEE SECTION C/S508-1.
<br /> I
<br /> T.J 11 b , I aJ { I U CJ I CJ OJ; ,I - } __. 1 / CJ x-.- .__.. _..... .-._.. _ . _. __ j._. ._. __ * ., ---1-:.- --- .. _ ..-. ._ . _ .._ _. ._ - %///// DEMO REMOVAL
<br /> II \> -„,, _ .I F -
<br /> I0
<br /> - - Ii , t I {r - - I I in.
<br /> 1 / I - -
<br /> F.03
<br /> = I € I 11 — �
<br /> 0 { ' I I • 3; 0 3
<br /> S 3 a S3t. @Mk { IaII { ±I
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<br /> ,,O-37 S5ii_ _ { -ry)
<br /> 001 1 I I I I I _ — _
<br /> sse,/ CJ CJ £'J 'J CJ CJ �F.11
<br /> Spa { { _ _ _ _ _
<br /> � _ ! �°2 S2
<br /> I { I .__ __ - - _ _ _ _ _ _ _ _ _ _ __ _. .__ - __. _.._ __ _ _ GENERAL NOTES
<br /> II
<br /> Sv 1 1 I i I I i
<br /> I
<br /> I I, i (1) a • 3 CI .193 0 - 0 I ``? IIW STRINGER PRIMARY NDI FOUNDATION,SEE S505 SHEETS FOR MORE
<br /> Ai 3 INFORMATION.
<br /> I I I ! I 1 1 ®e E. STRINGER FORMING FOUNDATION, SEE S515 SHEETS FOR MORE
<br /> I I I I 1531 �' >J1;* Mir." `�' CJ INFORMATION.
<br /> S-152 ( {
<br /> .1,0,,,,°:,...
<br /> 0
<br /> _...
<br /> CJ I j I I REMOVE EXISTING COVER PLATE AND INFILL EXISTING TRENCH
<br /> C,t 3 CJ I CJ CJCJ CJ J { WITH CONCRETE TO COLUMN GRID 3. INFILL EXISTING 1"DEEP SLAB
<br /> £ � i I i -` - RECESS AT PERIMETER OF TRENCH(FOR STEEL COVER PLATE) .
<br /> ' I { WITH EPDXY GROUT. ROUGHEN SURFACE TO MIN. AMPLITUDE.
<br /> I i ® I I
<br /> 41)
<br /> _____ —- 0
<br /> "J 1 0
<br /> I € ►, 0 CS2
<br /> .
<br /> ( I i CJ ;J i { 1 ---,_-____ I •
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<br /> . }..,..,... ii_ _ _
<br /> Fo
<br /> I I I S317 CJ j CJ CJ CJ CJ CJ { _ B
<br /> 0 ® 3 A
<br /> IA- CONSTRUCTION NOTES.
<br /> 4 I ____ __ .-... . . _ - . ®
<br /> - -x` ';kri -_ j I �► EXTENT OF SAWCUT, SAWCUT FULL DEPTH OF SLAB,SEE SLAB SCHEDULE S268,
<br /> 1°P , AL, 07-) qc
<br /> mm " - - CJ © CONTRACTOR TO COORDINATE WITH ENGINEER PRIOR TO SAWCUTTING.
<br /> I I I I I I j - - 3. CONTRACTOR TO VERIFY LOCATION OF EXISTING BURIED UTILITIES PRIOR TO
<br /> I / I S3 < ® SAWCUTTING AND EXCAVATION.
<br /> 0°.°°i'llill
<br /> CJ I C I I ? I I `' 'I 4, CONTRACTOR TO PROVIDE DUST MITIGATION DURING SAWCUTTING,EXCAVATION, '
<br /> AND CONSTRUCTION.CJ CJ I CJ CJ C CJ CJ C F.5
<br /> I I _
<br /> i I I I I
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<br /> I I I ; S2 I i8 0 7.31 411 S2
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<br /> I I I CJ ! - CJ CJ [CJ Cv CJo
<br /> LU )00 ® a
<br /> I < ° (7.--,01 ... ,
<br /> Ig i i REFERENCE DRAWINGS
<br /> , Alik
<br /> I { I I ® t tea
<br /> I S4 03
<br /> o ® { { 40-058-S268 SCHEDULES
<br /> 1a I I I 40 058 S515 2 ENLARGED TOOLING PLAN
<br /> I I t s I 0, /
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<br /> CJ i, LA tV 'i '00 ' '/�CJ p : I :::,i,:ei:71,67i.x.:::::'.
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<br /> E. j I I ' ! I 115
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<br /> I 1 1 ,....,:,1 ; —: _ __ _ __ ___ ._.._ .__ I 20 21 22 23 24
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<br /> S -- O -� _ 0
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<br /> 5 26 27 29
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<br /> c i ' l' 30 31 32 33 34
<br /> o O
<br /> ! 35 36 38 39
<br /> 40 41 42 43 44
<br /> oh I
<br /> FOR REFERENCE ONLY
<br /> 45 46 47 48 49
<br /> Q
<br /> FACILITY DESIGN BY HG DATE 07 , 09 . 19
<br /> I 50 1 52 53 54
<br /> 0 W 'v .
<br /> ` ` Our difference I55 56 57 58 59
<br /> is engineered.
<br /> £ 1
<br /> www.harrisgroup.com • .;, .' 0 r
<br /> PARTIAL SLAB PLAN g 60 61 62 63 64 •
<br /> iiangtolft REVISION"B"ONLY ... . ., mow "
<br /> SCALE: 1/8"=1'-0"
<br /> ' PROJECT NO: 0012630.04 i ®i 1.35 ®i 0 0 0 3.45 0 i i
<br /> DRAWN: RVP PROJ MGR: RLT 0 4' 8' 16' 24'
<br /> -- .n
<br /> ENGINEER: AB APPROVED: RLT
<br /> SCALE: 1/8"=1'-0" `
<br /> CHECKED: AMW DATE: 03.28.19
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> .go M. jy ACCEPTABILITY HE 10I09I14 REMOVAL - SLAB PLAN W6036604 B 03.28.19
<br /> •
<br /> A 777X CWC NEW BUILDING-RECORD WBS 2548317 KRW DPB 01/03/17 �� of w. 1. Q THIS DESIGN ANDIOR CHECKED
<br /> -',/��' • `,A�1% '' SPECIFICATION IS APPROVED ENGAHINEER 10/09/14 TITLE SHEET
<br /> B BSA STRINGER GANTRY IFC REMOVAUEXCAVATION W6036604 HG RLT 03.28.19 ' - �` ® z APPROVED BY DEPT. DATE DPB 10109114 BSA STRINGER GANTRY •
<br /> - ;� $ CHECKED
<br /> 1 s60R....37
<br /> � A. w� BUILDING 40-058 JOB NO COMP NO
<br /> APPROVED W2548317 0
<br /> °;�4GIS T'0'1) ; c
<br /> SSIONAL APPROVED DWG N0.
<br /> STRUCTURAL MASTER COL. 1.75-3.051F-G EVERETT,WA 40-058-1S6OR
<br />
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