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- I
<br /> LEGEND
<br /> 1.35 1.40 1.45 1.50 1.55 (-1.60 (1.6 01.70 1.75
<br /> O SLAB ON GRADE,SEE SHEET 8 FOR SLAB ON GRADE SCHEDULE
<br /> 25'-O" 25"-0" - - 25'-O" 25'-0' 25' " " 25 it 25-0"
<br /> I f --- --.-- ' •
<br /> _.- � � CJ CONTROLICONSTRUCTIONDOINT,
<br /> SEE SHEET S280 FOR DETAILS
<br /> _ 1,i 2• ' �_._._ , 6. •
<br /> 2C'-�� ��'CE' 1�-1 �` .��� 1 -U" ? 1 _C, �-� 1 '6"
<br /> CJ CJ CJ C: CJ ; CJ J CJ ICJ „ Or DEMO 1 REMOVAL
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<br /> GENERAL NOTES
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<br /> ICJ ICJ ICJ ICJ ; ICJ ICJ 1 CJ ICJ CJ E.25
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<br /> III
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<br /> 1 I 1 i 1 I I 1 1 1 B
<br /> I CONSTRUCTION NOTES
<br /> • S1 a o a C1 CO C9 CO SD c SO
<br /> ,
<br /> i �► EXTENT OF SAWCUT. SAWCUT FULL DEPTH OF SLAB,SEE SLAB SCHEDULE S268,
<br /> I I I .l �
<br /> Y © CONTRACTOR TO COORDINATE WITH ENGINEER PRIOR TO SAWCUTTING,
<br /> /S AB I_L3� t li3'='J4_ � I 3 1
<br /> I I 3. CONTRACTOR TO VERIFY LOCATION OF EXISTING BURIED UTILITIES PRIOR TO
<br /> I SAWCUTTING AND EXCAVATION.
<br /> I I I I I i I I •
<br /> 4. CONTRACTOR TO PROVIDE DUST MITIGATION DURING SAWCUTTING,EXCAVATION,AND
<br /> CJ CJ Cl C:7 Cbi CJ 1 i CJ CJ CONSTRUCTION.
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<br /> REFERENCE DRAWINGS . .
<br /> 1 1 I I I I I I 40-058-S268 SCHEDULES
<br /> I I60S I
<br /> I I 1'-0" _ 18-0"° _ 6'-0" l I I
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<br /> CJ i Cl Cl J CJ rJ ; CJ Cl _ Cl CJ E.75
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<br /> �� ® 1.3 ®i ® Y 3.1 3.4 ® Y A
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<br /> cCI) C) 0 c G` ca ® oI10 11 12 13 14
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<br /> L .,_..,1 }'�`•1 ;9 i2`C, 12G" 1 Ii" •
<br /> 25 26 27 28 29
<br /> CJ CJ CJ iJ 1 n E
<br /> CJ CJ J Imo- //�
<br /> 1 30 31 / 32 33 34
<br /> 0— /// / O
<br /> II �
<br /> 1 35 36 37 38 39 O — 0
<br /> B 1 40 41 42 43 44
<br /> FOR REFERENCE ONLY % 0 0 .,
<br /> 1 I 45 46 47 48 49
<br /> •
<br /> FACILITY DESIGN BY HG DATE 07 . 09 . 19 — 0
<br /> 50 51 52 53 54
<br /> Our difference
<br /> is engineered. �� 0
<br /> , , ,, ,.. "" 55 56 57 58 59
<br /> 4, .,,,,t ,,,t4,
<br /> www.harrisgroup.com _. 0 -' I I
<br /> PARTIAL SLAB PLAN , , ., , ._
<br /> °' ,• 60 61 62 63 64
<br /> REVISION"B"ONLY 4 ,, -
<br /> SCALE: 1/8"=1'-0" � :ri. >. ,�.
<br /> PROJECT NO: 0012630.04 �� e Co C Co 0 0 0 0
<br /> DRAWN: RVP PROJ MGR: RLT 0 4' 8' 16' 24'
<br /> •
<br /> ENGINEER: AB APPROVED: RLT
<br /> SCALE: 1/8"=1`-0"
<br /> CHECKED: AMW DATE: 03.28.19 •.
<br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE g,O M. ACCEPTABILITY 1 MEM 10/09/14
<br /> A 777X CWC NEW BUILDING RECORD WBS 2548317 KRW DPB 01/03/17 ���oF �ASk Q� THIS DESIGN AND/OR CHECKED REMOVAL - SLAB PLAN W6036604 B 0328.19
<br /> AHM 10/09/14 SHEET
<br /> APPROVED BY DEPT. ENGINEER TITLE
<br /> B BSA STRINGER GANTRY IFC REMOVAL/EXCAVATION W6036604 HG RLT 03.28.19 ®' N z BSA STRINGER GANTRY
<br /> Ili Aro. _ DATE DPB 10109114 1 S 6 0 R..3 1
<br /> « CHECKED
<br /> R
<br /> d 1 APPROVED BUILDING 4O O58 JOB NO. COMP NO.
<br /> hoc, �'�'G�sTE4,�1� �`v`" W2548317 0
<br /> s`SjoNAL 0(11 APPROVED DWG NO.
<br /> STRUCTURAL MASTER COL. 1.35-1.757E-F EVERETT,WA 40-058-1S6OR
<br /> 1
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