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<br /> 12 O" 81-0"
<br /> LEGEND
<br /> 2'-0" 4'-3 1/4" 7-51/2" 1 '-3 1I4" 2'-0" _ 5" NOTUSED,
<br /> P- 103 P-XXX 6"
<br /> CURB CURD
<br /> Fill
<br /> SPECIAL INSPECTION AND TESTING GENERAL NOTES
<br /> --- i . THE OWNER STALL EMPLOY ALL SPECIAL INSPECTION SERVICES 1 . CONSTRUCTION SHALL 8E IN CONFORMITY WITH THE 2016
<br /> ANDALLREQ IRED MATERIAL TESTING SERVICES. CALIFORNIA BUILDING. STANDARDS CODE AND ALL APPLICABLE
<br /> FF
<br /> 2. ALL INSPECTIONS ARE TO BE PERFORMED BY AN p,P,PROVED §TATE AND LOCAL ORbINANGE5AGENCY REGULARLY ENGAGED IN CNESTS OR 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
<br /> FURNISHING INSPECTION SERVICES AND APPROVED BY THE AT THE JOB 61TE PRIOR TO COMMENCING WORK AND SHALLOCAL BUILDING OFFICIAL. REPORT ANY DISCREPANCIES TO THE ENGINEER,
<br /> 3, THE SPECIAL INSPECTOR SHALL: 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED
<br /> DIMENSION,
<br /> 3.1 OBSERVE AND CONFIRM THAT THE WORK REQUIRING
<br /> SPECIAL INSPECTION 191N CONFORMANCE WITH THE 4, CONTRACTOR SHALL ESTABLISH ALL FOUNDATION LINES AND
<br /> APPROVED CONSTRUCTION DOCUMENTS AND APPLICABLE PROCEED WITH EXCAVATION OF ALL FOUNDATIONS AS CALLED
<br /> WORKMANSHIP PROVISIONS OF THE CODE. FOR ON THE DRAWINGS,
<br /> - , �N / . �- `- \ 3,2 FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO 61 THE CONT OTOR IS RESPONSIBLE TO PROVIDE SAFE
<br /> /0 \ THE CONTRACTOR, OWNER, ENGINEER, BUILD114G OPFICIAL EXCAVATIONS DURING OON6TRUCTION, EXCAVATIONS SHALL
<br /> 4 I AND ANY MANNER As HER DESIGNATED
<br /> E SHED ATDTI A TIES IN APRE CON TIMELY
<br /> ON BE IN ACCORDANCE WITH 0011A 20 CFR 1826 SUBPART P,
<br /> _ VERTICAL _. --�__/_R _..1_ �.(__._ M APPENDIX Be AND ANY OTHER APPLICABLE STANDARDS,
<br /> MEETIN
<br /> TU25 PUMP \ / \ / \, \ I \ u l 2 8" CARBON 3 D��,. �~ NSPECTTI , REPORTS SHALL INCLUOM ION$$ AND LOCATIONS; LSTI OFCRIPTION OF 6. USE CAUTION DURING EXCAVATION, UNDERGROUND UTILITIES
<br /> _ _ _ z _e" a
<br /> �. CARBON NON-CONFORMING ITEMS BROUGHT TO THE CONTRACTORS MAYBE PRESENT, CALL 811 BEFORE YOU DIG.
<br /> CANISTER CANISTER ATTENTION, HOW NON CONFORMING ITEMS WERE
<br /> c� %� ,1 %� ,l RESOLVED; LIST(6) OF UNRESOLVED ITEMS , 7. FOUNDATION SHALL BEAR ON NAjURALF UNDISTURBED EARTH
<br /> 4. THE CONTRACTOR SHALL: OR ENGINEERED COMPACTED FILL BUT MUST CONFORM TO THE
<br /> I " DRAIN WITH 1 "fl FOLLOWING: SUB GRADE TO BE COMPACTED TO 90`,6 MAXIMUM
<br /> SCHD, 80 STEEL IDRY DENSITY PER ASTM D1557 AND THE COMPACTION LIMITS
<br /> - — PIPE WITH STOP 4,1 PROVIDE E OWNER,, ENGINEER AND SPECIAL INSPECTOR WILL EXCEED BY 1'-0" ALL AROUND FOOTING AND 1 '-0"' UNDER
<br /> VALVE, HELD LOCATE A SCHEDtPLL^` OF WORK PRIOR TO THE START OF THE LOWEST POINT 0� THE FOOTING .
<br /> CONSTRUCTION. '
<br /> 8. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
<br /> 42 NOTIFY THE SPECIAL INSPECTOR WHEN THE PHASE OF STRENGTH OF fc=4500 PSI AT 28 DAYS , WIC RATIO OF 0.45
<br /> o WORK REQUIRING SPECIAL INSPECTION IS TO BEGIN, AND (MAXIMUM), i 1/2 INCH COARSE AGGREGATE, WITH 4-6 PERCENT
<br /> �+ PROVIDE ADEQUATE NOTICE SO THAT THE SPECIAL AIR ENTRAINMENT,
<br /> INSPECTOR HAS TIME TO BECOME FAMILIARl(VITH THE
<br /> WORK TO BE INSPECTED, AND ARRANGE AN INSPECTION 0. CONCRETE FORM TOLERANCES SHALL BE WITHIN STANDARDS
<br /> U
<br /> SCHEDULE TO COINCIDE WITH THE CONSTRUCTION SET BE THE AMERICAN CONCRETE INSTITUTE,
<br /> SCHEDULE, THE CONTRACTOR SHALL PROVIDE A MINIMUM
<br /> OF 24 HOURS ADVANCED NOTICE TO THE SPECIAL 10. STEEL REINFORCING BARS SHALL BE ASTM SPECIFICATIONS
<br /> INSPECTOR FOR WORK REQUIRING INSPECTION AND A615 GRADE 601 OR A706 GRADE 60, REINFORCING TO BE
<br /> A TESTING. WELDED SHALL BE A706 GRADE 60, REINFORCING STEEL SHALL
<br /> BE ACCURATELY PLACED AND SECURED IN POSITION NTH
<br /> - - 4.3 ENSURE THAT ALL WORK REQUIRING SPECIAL INSPECTION CONCRETE BLOCK OR METAL CHAIRS OR SPACERS PRIOR TO
<br /> " I SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS PLACING CONCRETE,
<br /> BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE
<br /> WITH THE SPECIAL INSPECTOR AND APPROVED BY THE 11 , MINIMUM REQUIRED LAP SPLICE SHALL BE 46z BAR DIAMETER,
<br /> BUILDING OFFICIAL, THE CONTRACTOR SHALL PROVIDE:
<br /> MEANS OF ACCESS TO WORK REQUIRING SPECIAL 12, PROVIDE CORNER BARS TO MATCH HORIZONTAL
<br /> CARBO Y INSPECTION, INCLUDING BUT NOT LIMITED TO, CRANE REINFORCEMENT AT CORNERS AND INTERSECTIONS,
<br /> ` CANISTER ur SERVICE AND TEMPORARY PLATFORMS.
<br /> C � I 13. PROTECTIVE COVERING FOR REINFORCING STEEL SHALL BE AS
<br /> \ / \ / 4.4 PROVIDE THE SPECIAL INSPECTOR NTH ACCESS TO FOLLOWS:
<br /> APPROVED CONSTRUCTION DOCUMENTS. AT THE JOB SITE,. CONCR TE PLACED AGAINST EARTH 3"
<br /> i CONCR TE BELOW GRADE-WITHIN FORMS 2"
<br /> 5, WORK REQUIRING SPECIAL INSPECTION:(ALL INSPECTION SHALL CONCRETE ABOVE GARDEWITHIN FORMS 1 1/2"
<br /> BE CONTINUOUS UNLESS OTHERWISE NOTED,)
<br /> 14, ALL EXPOSED EDGES OF CONCRETE SHALL HAVE 1 " CHAMFER
<br /> 5.1 SOILS AT 45 DEGREES.
<br /> 5,1 . 1 VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE
<br /> ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY, 15, HORIZONTAL SURFACE SHALL HAVE A BROOM FINISH,
<br /> PERIODIC,
<br /> 3/8"x1 /2" SIKAFLEX ICSL 5.1 .2 VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH 16, WELDING OF STEEL REINFORCING BARS SHALL USE E70XX
<br /> JOINT SEALANT AROUND FOUNDATION PLAN AND HAVE REACHED PROPER MATERIAL, PERIODIC, ELECTRODES AND SHALL BE PERFORMED IN ACCORDANCE
<br /> millPERIMETER 5. 1 .3 PERFORM CLASSIFICATION AND TESTING OF COMPACTED WITH AWS b1 .4.
<br /> 1 2"0 BACKER ROD $mss 3/4' = i -0" FILL MATERIALS, PERIODIC,
<br /> / 5.1 .4 VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT 17- FOR EQUIPMENT LOCATION SEE SHEET P-100.
<br /> qtp^ VERTICAL THICKNESSES DURING PLACEMENT AND COMPACTION OF
<br /> CELCO RX- 102 BENTONITE SUMP PUMP -- CARBON CARBON
<br /> OAND SUIlP TANK I FOUR CANISTER ',CANISTER COMPACTED FILL.
<br /> WATER P AROUND 1 _ q 5. 13 PRIOR
<br /> COMPACTED FILLo OBSERVE
<br /> PERIMETER AUGRADE AND VERIFY THAT SITE HAS BEENPREPARED
<br /> R
<br /> PROPERLY, PERIODIC
<br /> 3/4" CHAMFER TYP — 5 CONTINUOUS I I 6.2 TYP 5.2.1 CONCRETE
<br /> OF CONSTRUCTION
<br /> 5.2.2 INSPECTION ON OF REINFORCING STEELWELDINGREINFORCING STEEL AND CEMENT, K/ EYED NOTES
<br /> • '. � b PERIMETER J
<br /> - PERIODIC. 1 REMOVE GALVANIZING PRIOR TO WELDING, REPAIR GALVANIZED
<br /> i • • REINFORCING BAR (EACH LEG)
<br /> AROUND P TYPRIM ( 5.2,3 VERIFYING USE OF REQUIRED DESIGN MIX,FABRICATE SPECIMENS FOR STRENGTH TESTS, (ODICA WTH PERFORM OF THEE GALVANIZEVICON D NO SHA3, MINIMUM 8 LL
<br /> D.F.T. RESTORATION
<br /> I II
<br /> 4 LJ
<br /> D PERIMETER 5.2,4 AT THE TIME FRESH CONCRETE IS SAMPLED TO
<br /> GRADE E r ` O ,,_,.,_ _ AND UN LL BE IN ACCORDANCE WITH
<br /> 1 CRADE E N ASTM A780 DESIGNLOADS:
<br /> PRACTICE FOR REPAIR OF DAMAGED
<br /> • �I' 1 � 3 — Be4 2'-0" ON CENTER ( /` � 6.2.5 INSPECTION F THE CONCRETE.PLACEMENT FOR ;PROPER 2 SUMP TANK TED AREAE OF HOT-DIP GALVANIZED COATINGS
<br /> 3
<br /> • ji O HAIRPINS EACH SHORT I STALL TTION/APPLICATION TECHNIQUES, Abs MANUFACTURER SHALL DESIGN THE
<br /> I HA BELOW GRADE TANK FOR THE EFFECTS OF EARTH PRESSURES FROM
<br /> �I SIDE OF SUMP, (3) HAIRPINS �4® 12 EACH WAY ON FOR MAINTENANCE OPSPECIFIED CURING
<br /> 1 ,,� ,� EACH tL NG SIDE OF SUMP) (CENTERED) 52.7 TEMPERATURE
<br /> EMINSPE R TURE AND TECHNIQUES, PERIODIC,
<br /> THE SOIL/BACKFILL AND THE GROUNDWATER TABLE AT GRAD ,
<br /> t + _ INCLUDING ADDITIONAL HORIZONTAL PRESSURES DUE TO A V RTICAL
<br /> , FORMWORK FOR SHAPE, LOCATIONS, AND LIVE LOAD SURCHARGE OF 250 PST AT GRADE FROM TRAFFIC OR
<br /> t MATERIAL COR CA DOT DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED, CONSTRUCTION EQUIPMENT.
<br /> 55 CONTINUOUS 1.
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<br /> - SUBM L
<br /> r + t 1K F�� $N�♦' ;ASS tAIP,ERIdEABIE PERIODIO.
<br /> P
<br /> - COMPACTED FILL) 5.3 CONCRETE TESTING,
<br /> �`T SUMP TANK DY T ITT 5.3.1 TESTED CONCRETE SHALL BE USED MINIMUM OF (2) 8'k12"
<br /> (j l � `�"_` r �� OTHERS CYLINDERS OR (3) 4'k8" CYLINDERS TESTS AT 20 DAYS. C �y L-
<br /> 1 . - �_ 5.32 PROVIDE ONE SLUMP TEST AND ONE AIR ENTRAINMENT ISSUED FOR
<br /> (DF( v� �` PROVIDE 24" ld NIMUM Of TEST FOR EVERY SET OF CYLINDERS TAKEN Qp,OFESS/p4,A
<br /> �_ T'�s�' Y n"( > ( ��( •�(1c.Y ; ?• , h-('w +n'�=.=a ) =l__ CONSOLIDATED 3/,8" PEA GRAVEL ��F� h1. O�F,��F CONSTRUCTION .
<br /> BELOW AND ALL AROUND SUMP TANK 071901 "z. Our difference
<br /> SECTION A r� ° is eng)neered.
<br /> SECTION / p9119 OIB VWW.he isproup.com
<br /> SCALE: 3/4°= 1 ' SGAIF: 3/4'= 1 '-0" u�9oFC�FtR�Y '
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<br /> PROJECT N0: 0013550.00
<br /> TRANSPORTATIO TERMINALS STRUCTURAL
<br /> STOCKTON - SAN JOAQUIN COUNTY ; FOUNDATION PLAN , SECTIONS AND DETAILS
<br /> THIS DOCUME1IS CONROU7 AND IT $HALLNOT BE REPRODUCED OR
<br /> REDISTRIBUTED WRHOIT PRIOR PERMISSION, NEITHER THE OPERATOR NOR TH OWNER
<br /> 05 0 07/12/ 19 ISSUED FOR CONSTRUCTION — CONTACT WATER SYSTEM UG-5 REMOVAL HG SMD MARE ANY WARRANTY AS TO THE CORRECTNESS OR COMPLETE] OF THE INFORMATION scut AS SHOWN ' �rE ncvsar
<br /> ELEc MECH CONTAINED ON THIS DRAWING, AND THE USER ASSUMES ALL RISK OF LOSS TO S-'I OO O
<br /> REF' GATE DTSCRIP(ION OF, REVISION =ES BY J=Clil App REV DATE OESCRiPiION AF REVISION ES N0. BY APP PERSONS AND PROPERTY AS A RESULT, OF RELIANCE THEREON., DRlFm S. SAMSON 07/ 10/ 19
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