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ED 0 0 35-0" . 0 <br /> 36'-0" <br /> 17-10' 1T-10' <br /> -0' 5-10' 9'-0" <br /> t f O BAS PLAN NOTES: <br /> . 1. REFERENCE s1 DRAWINGS: <br /> m _ .XX SERIES SYMBOLS ANDSTRUCTURAL ABBREVIATIONS <br /> INSPECTION SCHEDULE, <br /> EDUL <br /> I I 1 I S2.XX SERIES PLANS <br /> i I N 1 - �- - ( �� 1 S3.XX SERIES ELEVATIONS <br /> S4.XX SERIES SECTIONS 8 DETAILS <br /> PI 11��.. S5XX SERIES SECTIONS 8 DETAILS <br /> E)CONSTRUCTION JT I._.. j (E)CONSTRUCTION JT �Q�Q <br /> 2. VERIFY ALL DIMENSIONS WITH STERTIL-KONI DRAWINGS. <br /> I I EXTENTS OF I (N)SLAB ON GRADE 3. XXX'•X' INDICATES TOP OF SLAB ELEVATION.COORDINATE <br /> DEMOLITION OF 5, WITH REPRESENTATIVE DRAWINGS DRAWINGS FOR ALL <br /> r ® SLOPES TO DRAIN. <br /> ir0 <br /> j EXISTING SLAB ON I <br /> GRADE,TYP 4. PREPARE SUBGRADE AND PROVIDE FOR SUBSURFACE DRAINAGE AS <br /> �I .; <br /> • ' 1 4'2' ® RECOMMENDED IN THE SOILS REPORT. <br /> (E)EQUIPMENT,TYP I n <br /> I j' I EXTENTS OF DEMOLITION 5 PROVIDE <br /> OTRIM REINFORCING AT ALL SLAB ON GRADE PENETRATIONS <br />• C PER 1/52.0,TYP <br /> /1 E 1 •-�-/Q 6. CONTRACTOR SHALL COORDINATENERIFY ALL MECHANICAL, <br /> / 1 _ Ir ELECTRICAL PLUMBING AND REPRESENTATIVE DRAWINGS SLAB <br /> r': -- �� t....I � 5 I I 1 Y (E)INSPECTION PIT OPENINGS,EDGES AND PENETRATIONS PRIOR TO CONSTRUCTION. <br /> (E)INSPECTION PIT iS4.0 ENGINEER SHALL BE NOTIFIED OF ALL SLAB OPENINGS/PENETRATIONS <br /> I I I ❑ I THAT ARE ADDED OR CHANGED FROM WHAT IS SHOWN ON THIS PLAN. <br /> -- i i j i // , PH EXTENTS OF PIT OPENING, ALL OPENINGS AND PENETRATIONS SHALL BE SHOWN ON SHOP <br /> - .. ,/1.. " / TYP DRAWINGS. <br /> 7. SEE DETAIL 2/S4.0 FOR SLAB CONTROL JOINT REQUIREMENTS. <br /> I/ CONTRACTOR SHALL SUBMIT PROPOSED CONSTRUCTION JOINT <br /> I- -; i- --: __ LOCATIONS TO ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. <br /> i <br /> - - - 'I i- - / , --__E © - - I I- 1 I I- I — - I - -1--- -1 -` O 8. ALL FOUNDATION BEARING SURFACES SHALL BE APPROVED BY THE <br /> I 1 i 1 GEOTECHNICAL ENGINEER PRIOR TO PLACING FOOTING CONCRETE. <br /> II li <br /> E I / // ' I (E)COLUMN FOOTING <br /> i / <br /> SAWCUT LINE, i I 1 <br /> TYP " NP <br /> IL---/ I <br /> 4 <br /> 13'-11" 1311' <br /> (E)8'CONCRETE (E)CONSTRUCTION VERIFY / (E)8"CONCRETE (E)CONSTRUCTION { /ERIFY <br /> SLAB ON GRADEJT TYP I - SLAB ON GRADE JT,TYP <br /> in Io <br /> o , <br /> o <br /> I <br /> 0 <br /> 9. : _f_ 1 I 7 - <br /> 1 <br /> g'--. rt 111 <br /> c,e I , I I 1 1 Ie <br /> � <br /> I 1 1 <br /> I / / 1 1 . <br /> M <br /> o <br /> % 4 E.Q <br /> =o i <br /> m- I j 1 I iii/ P 11 <br /> o <br /> a , <br /> c:>. (E)CONSTRUCTION JT ( - - ' -- 1 (E)CONSTRUCTION JT -I -- - - I <br /> ,� — _�. L J <br /> 2 1 <br /> O <br /> o a S3.0 BAY 14 <br /> i m BAY 14 <br /> So <br /> L i DEMOLITION FLOOR PLAN 41 2 FOUNDATION FLOOR PLAN 4 _. .., <br /> aI .1"-/ <br /> 52.0 SCALE: 1" = 10'-0" \ j 52.0 SCALE: 1" = 10'-O" <br /> 2x <br /> N N <br /> (.9:-. e?-21)� x <br /> NO. DATE BY REVISION DRAWN: PROJECT NO.:W.O. #32 <br /> • <br /> G D 0.6 <br /> COMMUNITY TRANSIT MERRILL CREEK w <br /> K s DESIGN: SCALE:AS SHOWN U) <br /> ""S"' ° OPS BLDG HOIST BAY CONVERSION <br /> I ig- l<13ff g , l• CHECKED: DATE. JAN a 2017 F" <br /> 1' 'r 7100 HARDESON ROAD,EVERETT,WASHINGTON <br /> r,.: <br /> 16015th Avenue,Suite 1300 DRAWING NO. <br /> Seattle,WA 98101 �6,C s,0STRUCTURAL PLANS 2•0 <br /> ix <br /> 206.382.0600 r ,g/O6M.06'� ovi .��/ <br /> www.kpff.com 0� SHEET NO. OF X32 Q. <br />