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2 3 4 5 6 <br /> Keynote Legend General Notes-Slab Plans <br /> Key Value I Keynote Text A. FOUNDATION DETAILS-REFER TO A8.00 SERIES SHEETS. <br /> B. FOOTING SIZES AND LOCATIONS-REFER TO STRUCTURAL DRAWINGS. <br /> C. LOCATE CONCRETE FLOOR SLAB CONSTRUCTION AND CONTROL JOINTS ON <br /> 22 1319.A1 I FLOOR DRAIN COLUMN GRID LINES IN EACH DIRECTION.LOCATE ADDITIONAL JOINTS AS <br /> 221319.A3 12"DIAMETER BY 12"DEEP SUMP WITH MTL GRATE COVER SHOWN.CONTRACTOR TO SUBMIT SHOP DRAWINGS INDICATING CONTROL <br /> AND EXPANSION JOINT LOCATIONS FOR ARCHITECT/ENGINEER REVIEW PRIOR <br /> TO INSTALLATION. . 4 <br /> D. SLOPE SLAB UNIFORMLY TO FLOOR DRAINS PER PLAN.MAINTAIN SLAB <br /> THICKNESS.ALL MINUS AND PLUS DIMENSIONS GIVEN ON THE SLAB PLAN ARE <br /> TOP OF CONCRETE WITH RESPECT TO THE RELATIVE FINISH FLOOR ELEVATION <br /> OF 0'-0" ARCHITECTURE + DESIGN <br /> E. CONTRACTOR TO VERIFY AND COORDINATE LOCATION OF ALL SLAB <br /> PENETRATIONS,INCLUDING BUT NOT LIMITED TO,FLOOR DRAINS,FLOOR SINKS, <br /> PLUMBING FIXTURES,AND CONDUITS WITH MECHANICAL,PLUMBING,AND <br /> ELECTRICAL DRAWINGS.MAINTAIN INTEGRITY OF THE UNDERSLAB VAPOR - <br /> BARRIER. <br /> E E <br /> • <br /> • <br /> A T <br /> G.1 T <br /> 7 19/32"@ PROPERTY LINE <br /> VERIFY 142'-11" 70'-6" <br /> 6467 REGISTERED <br /> ARCHITECT <br /> w A.3 B D E F H T <br /> J K <br /> z <br /> 5'-6" 15--4" 18'-10" 5'-2-TN-10" 19--2" 26'-1" 24'-0" 24'-0" '5"-6" 16'-0" 25'-10" 16.-0.. 6'-8" TI 0 Y JAMES EWETT <br /> w EXT.FDEXT. S AT OF WASH GTON <br /> o L CONIC.SLAB o c sLAe <br /> ALLEY AE;B A8;D <br /> D TRENCH PROJECT • • D <br /> DRAIN <br /> TRENCH <br /> 68.92' 69.16' 68.16' 68.68' 68.68' 68.46' DRAIN - - - - - - - 68.00' 68.00' 68.00' 69.58' PROPERTY LINE - - <br /> ----- ---- - - - - - - - - - HOPEWORKS <br /> 221319.A3 tie 68.50' 68.01' STATION 2 <br /> s --- - - - ----- .I , ------------ , <br /> O I w 1 168.76' <br /> 'z I 1/4"/1'-0" 221319.A1 69.16' 'I4' --- ------------6.3%-- _-- 71.33' <br /> 98' <br /> it [No Slope] FOR <br /> EO EQ - HOPEWORKS & <br /> 69.16' 68.75'T.O.CURB <br /> a -- 1 1 - L- HOUSING HOPE <br /> 11I <br /> � OUS G O <br /> w _ 68.75'BTTM OF CURB `1 I <br /> I 89.06 I I _-- I I <br /> 1 - <br /> 69 6 - <br /> 69.16' I i <br /> I I I I I^ <br /> � -- _ I 1 I I l i I I <br /> 7- --- - -J - - - - - - - - - - <br /> 5 - - - - - /�� -I 5 <br /> - ---- F--------------- -- -�� ----- --- ss.5"s'I I� AT <br /> 1 � 3315 BROADWAY, <br /> 1 I 89.16'T.O.CURB `_ � � I I <br /> L------- <br /> 5'-6" 6'-2" % EVERETT, WA <br /> 72.00'T.O.PONY WALLI 1 = A4 <br /> RECESSED SLAB <br /> A4 @ELEVATOR PIT of CONFORMED SET <br /> s.10 <br /> 05/15/2018 <br /> FOUNDATION PER <br /> \ / STRUCT.(TYP) <br /> Y/ 69.46 ll(69_6'- 1 <br /> -_ ---- - 69.56' ! This drawing is: <br /> C / \\ I r I -- I I I I I I I I 1.Copyright 2017 Dykeman,Inc. C <br /> 2.The Architect's Instrument of Professional Service. <br /> -1--__ - ( - - - 41 3.For use on this project only.Obtain Architect's <br /> 4 I - 1 69.71' - 69.71' I- '+' III - - written permission for any other use or reproduction. <br /> 1 -8'-7" - ' ---I- --------------- <br /> 2" <br /> o _ <br /> --I T TJ - ---- -- <br /> PROJECT------------- __ _ <br /> RECESSED SLAB ---- --- ----- _----71 31- 2016-025 <br /> I @ ELEVATOR PIT <br /> f v <br /> • <br /> 69.93' 69.93' 69.93' w .� _ <br /> MARK DATE DESCRIPTION <br /> -v o <br /> � a <br /> 02/08/2018 Bid Set <br /> 1 - - 18"x18"x18"DRY SUMP WLXID <br /> -- ADD#1 0222/2018 Addendum#1 <br /> REMOVABLE GRATE @ <br /> ELEVATOR PIT PER MNF <br /> - <br /> 71.31' <br /> 70.55' 00. <br /> 73.00' . �\______________________________________________________________________________1 <br /> 8.261 II <br /> I I I I I I I I I I I - <br /> I „ " <br /> of 9-0 15-0 6'-0 111 w <br /> B I B <br /> N • <br /> w <br /> T <br /> A4 I PRINCIPAL IN CHARGE:I JJ <br /> PROJECTMANAGER: DH <br /> 5 <br /> A8.10 --- -- --- ---1 -----�-1 M �_--1 F T- ----------- ----� -_��--__-_--_-__- 26i 1 PROJECT AR:HITECT:I MS <br /> 1 I JOB CAPTAIN: GM <br /> - <br /> I <br /> Al 1 -- -----------�----- I <br /> ga.zo 11 177 <br /> --- -- ----- --- - --� , <br /> O w 1 1 1 72.05' <br /> LL O I Tr <br /> JI� 1 - - - - - - - - - <br /> z 73.00' <br /> 1.5 O -72.14' -- - - - - - - - - - - - - 0 72.14' - 72.15' - - - - - - <br /> _ - - - � - - - <br /> ° EXISTING 1 HOPEWORKS STATION <br /> 0.5 I RETAINING WALL 1 EXISTING BUILDING <br /> w - - - -� - - - - - - - - - - - - - �- - - - - - -�- - - - - - - - -�- - - - - - - - - - �- - - - 0.5 <br /> PROPERTY LINE D5of DRAWING <br /> w 8.20 TYP. <br /> aw <br /> A A <br /> io ^ 5'-6" 15-1- 24'-0" 24,-0" 26'-1" 24'-0" 24,-0" 6'-0" 16'-0" 25'-10" 16-0" T-0" Slab Plan - Level P1 <br /> YWCA-EXISTING BLDG J__1 <br /> CONFIRM FOOTING ELEVATION OF A 3 e C D E F H I J K <br /> EXISTING ADJACENT BUILDING ON- <br /> SITE,REVIEW AND ADJUST FOOTING 142'-11" 70'-6" <br /> ELEVATIONS ACCORDINGLY WITH <br /> INPUT OF STRUCTURAL ENGINEER. 8"@PROPERTY LINE DRAWING <br /> G G.1 L g <br /> A a <br /> Slab Plan-Level P1 (Alley) <br /> R <br /> Scale:1/8"=1'-0" 2 <br /> 1 2 3 4 5 6 <br />