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>c- -2 _?o <br /> GENERAL GONTRAGTOR TO GOORDINATE FINISH SLAB WITH A WATER BASED Iy <br /> SLOPE OF SLAB AWAY FROM BUILDING WITH CONGRETB SEALER (PROVIDED BY INSTALLER) WA T <br /> THE EXISTING CONCRETE AND PAVERS SO AS <br /> TO PROVIDE A SMOOTH TRANSITION. G.G. 2 <br /> 51HALL SUBMIT PROJEGT SPEGIFIG INFO TO REC,YGLE <br /> DEMONSTRATE GOMPLIANCE PNITH 51TE RECYCLE ALL USED SHIPPING -� <br /> GONDITION5, DRAINAGE, AND ADJACENT MATERIALS AND LEFT OVER �� R 1133 �; i' <br /> 5URFAGE5. IT 15 INTENDED TO PROVIDE 20/a BUILDING MATERIALS �t ►sTE'��0 <br /> SLOPE AWAY FROM BUILDING AND SLOPE TO Nf 1-� <br /> FLOOR DRAINS INSIDE AS NOTED. <br /> GENERAL NOTES: w v <br /> *FOOTIN65 SHALL BE GON5TRUCTED ON UNDISTURBED = z o <br /> NATIVE 50IL OR ENGINEER APPROVED FILL. GONTRAGTOR ~ 0, <br /> Y q <br /> m � <br /> rA TO VERIFY A55UMED 501L BEARING GAPAGITY IS 1500 P5F. ~ o o m <br /> � <br /> A2.1 SHOULD 501L NOT MEET OR EXCEED THE ASSUMED 501L 00 <br /> 0 <br /> BEARING GAPAGITY, CONTRAGTOR TO MODIFY SOIL Q O s o o x E m 2y <br /> --- CONDITIONS TO SATISFY GRITERIA OR NOTIFY ROMTEG TO Z .� LL LL <br /> 6" GONG SLAB W/ #5 o <br /> REVISE DESIGN PER CONDITIONS ENGOUNTERED. BAGKFILL p cy s` N <br /> Q - <br /> AROUND BUILDING TO PROVIDE SLOPE AWAY FROM °"� <br /> REBAR @ 24" Or- EW bo Y Y U <br /> p OVER 6" ENGINEERED CONCRETE WALK BUILDING NOT LE55 THAN A 2% SLOPE FOR A MINIMUM Q v Z W <br /> FILL BY INSTALLER DISTANCE OF 10' FROM THE BUILDING. o <br /> 6" X 45" TRENCH p z o N a <br /> 2A µ� <br /> DRAIN, TYP. N 5�.2 *GA5T-IN-PLACE GONCRETE: 3000 P51 MINIMUM a _ v <br /> _ _ _ O GOMPRE55IVE STRENGTH AT 25 DAYS 4" +/- 1" SLUMP, WITH w curia <br /> MAX 3/4" AGGREGATE, AND ALL MATERIALS TESTED IN � = a '� <br /> _jjACCORDANCE WITH AGI 318 STANDARDS. FINE BROOM 0 <br /> I i i FINISH INTERIOR SURFACES AND EXTERIOR SLABS. <br /> GONGRETE REINFORCING 57EEL (REBAR): 60 k5i. (GRADE L <br /> D i 5 B 60). REBAR MIN. BEND SHALL BE NOT LESS THAN 6db <br /> i INSIDE PIA. AS PER AGI 318 SECTION �.2 0 N to <br /> A2.157.2 m A2.1 z Q <br /> r 1:III z J O <br /> 4 I *FIN15H FLOOR SLOPE 15 2% (1/4" PER FT) MAX ff 1% (115" w O <br /> PER FT) MIN Q w <br /> pf 5 1.2 I I Q = <br /> *GONGRETE SLAB BENEATH FLOOR MOUNTED FIXTURES 15 TO 7 In <br /> -- ---- — L—J p BE GROUTED LEVEL AND SMOOTH. z z Z <br /> 4"CURB Q O <br /> 5-5 1/2" 2'-11 1/2" N � J '� z <br /> o = � Z <br /> Q 0 Q Q <br /> U <br /> ww N <br /> Lu <br /> ILL <br /> _ 7 ww w <br /> � zWww � <br /> A2.1 Q � a W W <br /> PLAN SET# <br /> z Oz E5RO1 <br /> Q DATE: <br /> /� w Q 03/25/2023 <br /> A Ll REVISIONS <br /> LU SOU N DAT I OBI F LAN A Z, RE1 04-26J2G23 GR <br /> D 3a " <br /> SCALE: 1/4" = 1'-O" d DRAWN BY <br /> G OQ GR <br /> SHEET NO. <br /> JOB GRFATED:5/1/2023-LAST SAVED BY:Cruport ON 5/1/2023-LA5T PRINTED:5/1/2023-LOCATION:O:\Engineering RI\Plan Set5\ESR01-Everett Sidewalk^A\ESR01-Everett Sidewalk 4001 AA-230501.dwg <br />