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<br /> LEGEND
<br /> / X SLAB ON GRADE,SEE SHEET S268 FOR SLAB ON GRADE SCHEDULE
<br /> 1.75 1.80 1.85 2 2.30 2.40 2.70 3 3.05 0
<br /> B CJ CONTROL/CONSTRUCTION JOINT,SEE SHEET S280 FOR DETAILS
<br /> 25' 0'° 0 0 3C 0:, C 0,: 10 ?' 25' 0" 30'O" CO' 0
<br /> AE CJ ARMORED EDGE CONTROL JOINTS IN THE EAST WEST DIRECTION
<br /> 1 - ► I SEE SECTION C/S508-1.
<br /> I2'�` I
<br /> --CJ �.� I 'J I I I CJ i _ _ — i CJ z. .. _r C _ — _=-�_ - %/////. DEMO I REMOVAL
<br /> i I I \ ��
<br /> - - � — ' � t , � — _ — — — I � — — I — F.03 '
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<br /> I � ( ! i � � i I � 1,:, �,�1 I � I� � � :;
<br /> ' � t1 t I I Cw$ CJ CJ rJ I CJ i — F.11
<br /> s9 i I I — _ _ __._ I
<br /> ' 1 I i I — - _ _ _.-. .. _ _ .._ _ ...�.. ___ _ _ __.- _ — ._ __ _ — ___ _ 2
<br /> I i �\ y - , GENERAL NOTES
<br /> I ! � I I C2 G:� �� I I � SS � S2 j � � � STRINGER PRIMARY NDI FOUNDATION, SEE S505 SHEETS FOR MORE `
<br /> I ; INFORMATION.
<br /> '� � I $ I I � & � �- ' © STRINGER FORMING FOUNDATION,SEE S515 SHEETS FOR MORE
<br /> 3515-2 ) 1 I I S3'ui n= CJ "'- CJ INFORMATION.
<br /> i
<br /> CJ I 1 I 1 I I t © REMOVE EXISTING COVER PLATE AND INFILL EXISTING TRENCH
<br /> C# I CJ C; $ C i i CJ { �` CJ /� — — — WITH CONCRETE TO COLUMN GRID 3.INFILL EXISTING 1"DEEP SLAB
<br /> OSO 1 I s I\ I _ F.25 RECESS AT PERIMETER OF TRENCH(FOR STEEL COVER PLATE)
<br /> I I I S a1 3 WITH EPDXY GROUT. ROUGHEN SURFACE TO MIN. 1/4"AMPLITUDE,
<br /> I I ' I 0 ® OI I
<br /> I I E a I S t� I A��� it
<br /> 11
<br /> •
<br /> J I ' _ _ J ., CONSTRUCTION NOTES
<br /> Cu I - ft°
<br /> EXTENT OF SAWCUT. SAWCUT FULL DEPTH OF SLAB,SEE SLAB SCHEDULE S268.
<br /> i I ' '' ' I 1 -, _ — _ _ _ _ ACTOR TO COORDINATE WITH ENGINEER PRIOR TO SAWCUTTING.
<br /> e -- .., - X. ..-h.a.-_ ARaIIIKAA11911C4R- .,,-..-..___....... L
<br /> I 1 — w — _ "" E I I 3. CONTRACTOR TO VERIFY LOCATION OF EXISTING BURIED UTILITIES PRIOR TO
<br /> I — _ — — I ! ! ® - GS SAWCUTTING AND EXCAVATION.
<br /> I
<br /> CJ I J � � `��_;� � I� �_ � i �� 4: CONTRACTORTOPROVIDEDUSTMITIGATIONDURINGSAWCUTTING,EXCAVATION, ��
<br /> I I I _4 ! CJ CJ ¢ j CJ C�J C J �.o��`� CJ ..A CJ
<br /> ( 1 I 1 _\ I ' . ° CJ F 5 AND CONSTRUCTION.
<br /> i
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<br /> I ! 11 \ SC ® I C S2
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<br /> I i 1 j J CJ CJ CJ �
<br /> _ _ _. _. — _ _. _ 0 ,.
<br /> s s s I 1 I I ... _
<br /> I ' , _ , REFERENCE DRAWINGS
<br /> I
<br /> I I Is ; S2 40 058 S268 SCHEDULES
<br /> `'0 37 ; 40-058-S515 2 ENLARGED TOOLING PLAN
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<br /> CJ �"I s - €�° CJ CJ CJ �' r I
<br /> a 1= I _ .. ��\_ F.75
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<br /> � j .� _-e�.x _..:... .............. _.� �,,,...... ..<� 1 t. •may"' , �_ � '- - .. -
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<br /> 1 11. 1 11 '\ II — CJ 3 O C J - CJ i iw 'I ® ® 0 ® ® 0 ® 0 II
<br /> �, 20-0 it et 5-0 �11 i \- , 0 . \ E _' _ ,�,
<br /> GS
<br /> { � € _ _ e — _ 10 11 12 13 14
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<br /> — — — 1, _ _ �s' I I 4j 15 16 17 18 19
<br /> 1 , , 51 I _ _ _�_ I
<br /> I I I — �� 20 21 22 23 24
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<br /> '�' x " $ I I ® - . ® c� S2 '
<br /> — — I — — _ I 25 26 27 28 29
<br /> — I — r I� CJ ICJ CJ %� IJ rJ CJ CJ � CJ CJ
<br /> �I— _ _ _ __ __ _ __ _ _ _ _ i .__ __. __ I 1 I 30 31 32 33 34
<br /> 35 36 \ 38 39
<br /> I
<br /> 40 41 42 43 44
<br /> FOR EFE 0 o
<br /> RENC ONLY
<br /> 45 46 47 48 49
<br /> FACILITY DESIGN BY HG 07 , 09 . 19 ; �—
<br /> DATE 50 51 52 53 54
<br /> ,
<br /> a . , - , _
<br /> Our difference
<br /> is engineered. "'"* " + 55 56 57 58 59
<br /> www.harrisgroup.com 1 J O
<br /> PARTIAL SLAB PLAN
<br /> =`F 60 61 62 63 64
<br /> REVISION"B"ONLY
<br /> Y s A... _
<br /> SCALE: 1/8"=1'-0" PROJECT NO: 0012630.04 0 0 0 ® 0 0 aa�
<br /> DRAWN: RVP PROJ MGR: RLT 0 4' 8' 16' 24'
<br /> ENGINEER: AB APPROVED: RLT
<br /> •.� --
<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 /> A 717X CWC NEW BUILDING RECORD WBS 2548317 KRW DPB 01103117 �, o O M. 1 THIS ES GN AND/OR CH M KED 10ros114 W6036604 B 03.28.19
<br /> a � SASK REMOVAL — SLAB PLAN
<br /> ;'W `S. 'i'���f� SPECIFICATION ISAPPROVED AHM 10I09114 _SHEET
<br /> B BSA STRINGER GANTRY IFC REMOVAUEXCAVATION W6036604 HG RLT 03.28.19 = '� ry t' APPROVED BY DEPT. DATE ENGINEER TITLE BSA STRINGER GANTRY
<br /> ® .° z DPB 10i09114
<br /> CHECKED S 6® 3
<br /> 4, •� 53436 w APPROVED BUILDING 4® 0 5 8 JOB NO. COMP NO.
<br /> W2548317
<br /> ��'� �G`ISTEg�'Gl��
<br /> sSI�NAL APPROVED DWG NO.
<br /> STRUCTURAL MASTER COL. 1.75-3.05IF-G EVERETT,WA 40-058-1S6OR
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