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NOTES- NOTE. REVISIONS <br /> NOTES: 1. AGGREGATE SHALL BE 100% CRUSHED ROCK DRILL AND <br /> INSTL MRS ALL 6O- LONGCENTER V2pINTg g <br /> CONSTRUCTION LAYOUT FOR MAAXIMUM LIFTS TO 95% OF ASTM IN Go <br /> 121 tAYEF 2' ASPHALT IN twO LIFTS EXISTING CONCRETE WHERE IN pro I <br /> VENT RISER LOCATIONSEE SHEET FILAR. MODIFIED PROCTOR DENSITY. EXISTING CONCRETE MEETS NEW folCONCRETE- <br /> PRIME <br /> ETE- <br /> 3 0. A <br /> PRIMEANO WRAP ALL BURIED STEEL A A a <br /> = <br /> O <br /> BUILDING OR STRUCTUREp pop fol <br /> SLOPE VENT PIPING BACK TO TANKS MINIMUM ,IB' SEALED ISOLATION JOINT SEE DETWL F ON THIS SHEET <br /> PER t'o0", IId"PEP ,'U' PREFERRED UASS II IF CONCRETE SLAB OVER TANKS, S' UNDER CANOPY <br /> PAINT ALL RISERS, BRACING AND UNIONS TO AGGREGATE BASE <br /> MATCH EXISTING _ _ _ bd REBAR Ir QC, EACHWAY, CENTERED IN SLAB <br /> -III—III—III CONTRACTION SUPPORT IN CENTER WITH <br /> III—_III—_III— ' ) JOINT GOBI REQUIRED _ <br /> ExIsnNG COMPAcreosuecanDE cFoa uuNKS — <br /> � � <br /> 'V m� w wAAPAVEMENT <br /> SCALE VT ,RISER - PLAN - <br /> _ y <br /> Q Q <br /> 5 158 Ise <br /> TO EXISTING CLEAN350 CLASS 11 AGGREGATE BASE COURSE <br /> MRSEPARATOR STRUMMI FILL (PEA GRAVEL) SUB-BFSE COURSE <br /> TO EXISTING CLEAN EXISTING SUBGRADE O <br /> AIR SEPARATOR <br /> 6 <br /> ONRETE INSTALLATION NOTES' � <br /> 350 t. PER ACI 301 AND SHALL HAVE THE FOLLOWING PROPERTIES m m <br /> IT� COMATERo E MENTTI PREPARED <br /> d00 MATEPSIRIALS <br /> �` G <br /> MAXMPX WATERLEMENTiT10115MRTERIALS RATIO AT POINT OF PLACEMENT 0.45 (� <br /> SLUMP LIMIT. i INCHES t 1 INCH, <br /> CONTENTIt AIR PERCENT. <br /> e. CEMENTP RTI.WD CEMENT PER ASTMCISS, TYPE I, II OR Ill. <br /> _. REINFORCEMENT SHALL BE PER ASTM A615 GRADE 60. W op O <br /> 353 3. CONCRETE TANK SLAB SHALL HAVE A MEDIUM BROOM FINISH. y <br /> E HEAVY DUTY CONCRETE FLATWORK <br /> BIQ` DIk IT LONG SMOOTH ULB ,• _ , .o <br /> V 1 <br /> STEEL <br /> DOWEL, 2 O.C. GREASE ONE END vamp <br /> EXPANSION JOINT WITH SILICONE <br /> PETROLEUM RESISTANT SEALANT. <br /> CONCRETE PAVING 3116' EXPANSION (FIBER BOARD) JOINT <br /> DOWELASTM BARADE 60LPE <br /> NN / vy�` <br /> — — — ff <br /> STEEL DO AST <br /> PER M A(6T vJ N If <br /> Io <br /> o <br /> EXPANSIONJOINT <br /> CONCRETEFA ORN N z <br /> ]50 JOINT j DEPTH OF SLAB. MINIMUM F <br /> W <br /> z <br /> H PLUG Z O <br /> 50 <br /> MR. OF 3) JOINTZ <br /> pW W <br /> W <br /> JOINTSEALANT 5 w Co <br /> HOLD JOINT FILLER j` ® Z a <br /> 356 TWORK BELOW SRF0050 <br /> STRUCTURE, �' SEALANT Q O <br /> P ED AREA, _ C7 <br /> 24 Xu' STONE BOX OUT 2418' STONE BOX OUT OR OBJECT OI CONCTFILLEAPNORH ® W Of <br /> W <br /> Ni FILLER WITH JOINT FILLED NO <br /> /I � REMOVABLE GRADE L REMOVABLE <br /> RADE I� � PLASTIC JOINT CAP PLASTIC JOINT CAP <br /> SEALED ISOLATION JOINT NON-SPALEO PI JOINT <br /> ® ® ® W <br /> 1 <br /> IJ4 <br /> DIAMONDS ENGINEERING, INC <br /> 306 345 344 or <br /> 8 NUOSFATEROAD <br /> 4 CUNMUNNI OF 44134 <br /> NOTES- <br /> 1. USE ACTION JOINTS AS REQUIRED TO CONTROL CRACKING, <br /> NANSIDN JOINTS WHERE EXISTING ANO NEW CONCRETE MEET.2. USE EXP i::'�:M:e...1.1 . " <br /> 3. UNLESSPROVIDE <br /> OTHERWIS JOINTS AROUNOALL IRU.NDB. ELECTRICAL FIXTllRE BASER AND URLitt STRUCNRES .,.�R=l.,..,., .I..«. . M�.e. <br /> UNLESS OTHERWISE NOTED. SGLE Nop <br /> DATE <br /> A 44 <br /> = 1'-0' ?h 612022 <br /> DRAWN BY: PROJECT NO: <br /> DaF cA.aztt <br /> VENT RISER - FRONT ELEVATION VENT RISER CONCRETE JOINTS DRAW NG ANO. <br /> SCALE: I' = ,'-0' FT�"F <br />