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r - - - - - - - - - - - - - - - - - - - - - - 12°-p>- - - - - - - - - - - - - - - LEGEND ' 2'-0" 4'-3 1/4" 2'-5 1/2" 1'-3 1/4" 2'-0" ' I8" P-103CP-104 8" I NOT USED. � CURB CURB ; I 1 I SPECIAL INSPECTION AND TESTING GENERAL NOTES 1. THE OWNER SHALL EMPLOY ALL SPECIAL INSPECTION SERVICES 1. CONSTRUCTION SHALL BE IN CONFORMITY WITH THE 2016 _ O I AND ALL REQUIRED MATERIAL TESTING SERVICES. CALIFORNIA BUILDING STANDARDS CODE AND ALL APPLICABLE � 00 = � STATE AND LOCAL ORDINANCES. I o I 2. ALL INSPECTIONS ARE TO BE PERFORMED BY AN APPROVED AGENCY REGULARLY ENGAGED IN CONDUCTING TESTS OR 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS N FURNISHING INSPECTION SERVICES AND APPROVED BY THE AT THE JOB SITE PRIOR TO COMMENCING WORK AND SHALL LOCAL BUILDING OFFICIAL. REPORT ANY DISCREPANCIES TO THE ENGINEER. II 3. THE SPECIAL INSPECTOR SHALL: 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSION. ' 3.1 OBSERVE AND CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH THE 4. CONTRACTOR SHALL ESTABLISH ALL FOUNDATION LINES AND APPROVED CONSTRUCTION DOCUMENTS AND APPLICABLE PROCEED WITH EXCAVATION OF ALL FOUNDATIONS AS CALLED ' CID WORKMANSHIP PROVISIONS OF THE CODE. FOR ON THE DRAWINGS. � � I � I 3.2 FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO 5. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE SAFE THE CONTRACTOR, OWNER, ENGINEER, BUILDING OFFICIAL EXCAVATIONS DURING CONSTRUCTION. EXCAVATIONS SHALL i o VERTICAL i AND ANY OTHER DESIGNATED PARTIES IN A TIMELY BE IN ACCORDANCE WITH OSHA 29 CFR 1926 SUBPART P, I SUMP PUMP % % I MANNER AS ESTABLISHED AT THE PRE-CONSTRUCTION APPENDIX B, AND ANY OTHER APPLICABLE STANDARDS. T-25 - MEETING. REPORTS SHALL INCLUDE: DESCRIPTION OF INSPECTIONS AND LOCATIONS; LIST(S) OF 6. USE CAUTION DURING EXCAVATION, UNDERGROUND UTILITIES __i __i , NON-CONFORMING ITEMS BROUGHT TO THE CONTRACTORS MAY BE PRESENT. CALL 811 BEFORE YOU DIG. I o ATTENTION; HOW NON-CONFORMING ITEMS WERE 1 N �\1 - - - - RESOLVED; LIST(S) OF UNRESOLVED ITEMS. 7. NOT USED. 1" DRAIN WITH 1110 4. THE CONTRACTOR SHALL: 8. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE I SCHD. 80 STEEL ' STRENGTH OF f'c=4500 PSI AT 28 DAYS, W/C RATIO OF 0.45 PIPE WITH STOP 4.1 PROVIDE THE OWNER, ENGINEER AND SPECIAL INSPECTOR (MAXIMUM), 1 1/2 INCH COARSE AGGREGATE, WITH 4-6 PERCENT ' VALVE, FIELDLOCATEA SCHEDULE OF WORK PRIOR TO THE START OF AIR ENTRAINMENT. CONSTRUCTION. I _ 9. CONCRETE FORM TOLERANCES SHALL BE WITHIN STANDARDS 0 I 4.2 NOTIFY THE SPECIAL INSPECTOR WHEN THE PHASE OF SET BE THE AMERICAN CONCRETE INSTITUTE. � , N WORK REQUIRING SPECIAL INSPECTION IS TO BEGIN, AND I m I PROVIDE ADEQUATE NOTICE SO THAT THE SPECIAL 10. STEEL REINFORCING BARS SHALL BE ASTM SPECIFICATIONS 0 INSPECTOR HAS TIME TO BECOME FAMILIAR WITH THE A615 GRADE 60, OR A706 GRADE 60. REINFORCING TO BE WORK TO BE INSPECTED, AND ARRANGE AN INSPECTION WELDED SHALL BE A706 GRADE 60. REINFORCING STEEL SHALL ' SCHEDULE TO COINCIDE WITH THE CONSTRUCTION BE ACCURATELY PLACED AND SECURED IN POSITION WITH I I SCHEDULE. THE CONTRACTOR SHALL PROVIDE A MINIMUM CONCRETE BLOCK OR METAL CHAIRS OR SPACERS PRIOR TO OF 24 HOURS ADVANCED NOTICE TO THE SPECIAL PLACING CONCRETE. ' INSPECTOR FOR WORK REQUIRING INSPECTION AND A TESTING. 11. MINIMUM REQUIRED LAP SPLICE SHALL BE 48x BAR DIAMETER. II 4.3 ENSURE THAT ALL WORK REQUIRING SPECIAL INSPECTION 12. PROVIDE CORNER BARS TO MATCH HORIZONTAL SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS REINFORCEMENT AT CORNERS AND INTERSECTIONS. BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE I - - - WITH THE SPECIAL INSPECTOR, AND APPROVED BY THE 13. PROTECTIVE COVERING FOR REINFORCING STEEL SHALL BE AS FOUNDATION PLAN BUILDING OFFICIAL. THE CONTRACTOR SHALL PROVIDE FOLLOWS: i MEANS OF ACCESS TO WORK REQUIRING SPECIAL CONCRETE PLACED AGAINST EARTH 3" I SCALE: 3/4"-1'-0" ' INSPECTION, INCLUDING BUT NOT LIMITED TO, CRANE CONCRETE BELOW GRADE-WITHIN FORMS 2" ' SERVICE AND TEMPORARY PLATFORMS. CONCRETE ABOVE GARDE-WITHIN FORMS 1 1/2" i I 4.4 PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO 14. ALL EXPOSED EDGES OF CONCRETE SHALL HAVE 1" CHAMFER IAPPROVED CONSTRUCTION DOCUMENTS AT THE JOB SITE. AT 45 DEGREES. I 5. WORK REQUIRING SPECIAL INSPECTION:(ALL INSPECTION SHALL 15. HORIZONTAL SURFACE SHALL HAVE A BROOM FINISH. I BE CONTINUOUS UNLESS OTHERWISE NOTED.) 16. F T EL REINFORCING BARS SHALL USE E70XX 5.1 SOILS LOW HYDROGEN LECTRODES AND SHALL BE PERFORMED IN I 5.1.1 VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE 1 ITH AWS D1.4. I ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY, 3/8"0/2" SIKAFLEX 1CSL PERIODIC. 17. FOR EQUIPMENT LOCATION SEE SHEET P-100. 1/2' JOINT SEALANT AROUND I 5.1.2 VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH PERIMETER AND HAVE REACHED PROPER MATERIAL, PERIODIC. 5.1.3 PERFORM CLASSIFICATION AND TESTING OF COMPACTED 1/2"0 BACKER ROD ' FILL MATERIALS, PERIODIC. ' 2'-0" VERTICAL I 5.1.4 VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT CETCO RX-102 BENTONITE SUMP PUMP THICKNESSES DURING PLACEMENT AND COMPACTION OF IWATER STOP AROUND 8" 1'-4" AND SUMP TANK POUR FOUNDATION ; COMPACTED FILL. PERIMETER CURBAFTER SUMP 5.1.3 PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE O INSTALLATION SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED 13/4" CHAMFER TYP #5 CONTINUOUS PROPERLY, PERIODIC. i #4 7012 TYP 5.2 CONCRETE CONSTRUCTION KEYED NOTES ' - AROUND PERIMETER 5.2.1 INSPECTION OF REINFORCING STEEL AND PLACEMENT, =r7 / I ' PERIODIC. 1 REMOVE GALVANIZING PRIOR TO WELDING. REPAIR GALVANIZED I - #4 LJ Q12 TYP 5.2.2 INSPECTION OF REINFORCING STEEL WELDING. O ' 6' � / � AROUND PERIMETER I 5.2.3 VERIFYING USE OF REQUIRED DESIGN MIX, PERIODIC. SURFACE AND ADJACENT 3" OF REINFORCING BAR (EACH LEG) 4 AT THE TIME FRESH CONCRETE IS SAMPLED TO 2 5. . WITH GALVICON 1-4853 MINIMUM 8 MILS D.F.T. RESTORATION GRADE (E) , OF THE GALVANIZED COATING SHALL BE IN ACCORDANCE WITH 3 FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM /\\\7 ASTM A780 "STANDARD PRACTICE FOR REPAIR OF DAMAGED 3 ��` 4 A706 HAIRPINS SLUMP AND AIR CONTENT TEST AND DETERMINE THE ' # ( TEMPERATURE OF THE CONCRETE. AND UNCOATED AREAS OF HOT-DIP GALVANIZED COATINGS". , r? @ 2'-0" ON CENTER ,I (2) HAIRPINS EACH SHORT 5.2.5 INSPECTION OF CONCRETE PLACEMENT FOR PROPER' O SUMP TANK DESIGN LOADS: MANUFACTURER SHALL DESIGN THE • • INSTALLATION/APPLICATION TECHNIQUES. SIDE OF SUMP, (3) HAIRPINS I 5.2.6 INSPECTION FOR MAINTENANCE OF SPECIFIED CURING BELOW GRADE TANK FOR THE EFFECTS OF EARTH PRESSURES FROM ' EACH LONG SIDE OF SUMP TEMPERATURE AND TECHNIQUES, PERIODIC. THE SOIL/BACKFILL AND THE GROUNDWATER TABLE AT GRADE, O oDo 00 o O o , I o 0 0 0 0 0 0 0 1 g INCLUDING ADDITIONAL HORIZONTAL PRESSURES DUE TO A VERTICAL 5.2.7 INSPECT FORMWORK FOR SHAPE, LOCATIONS, AND O� DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED, LIVE LOAD SURCHARGE OF 250 PSF AT GRADE FROM TRAFFIC OR o 0 0 0 0 0 0 0 18 I PERIODIC. CONSTRUCTION EQUIPMENT. #5 CONTINUOUS HOLD FOR SUMP 5.3 CONCRETE TESTING: SUMP TANK BY TANK SUBMITTAL 5.3.1 TESTED CONCRETE SHALL BE USED. MINIMUM OF (2) 6"x12" OTHERS CYLINDERS OR (3)4"x8" CYLINDERS TESTS AT 28 DAYS. 5.3.2 PROVIDE ONE SLUMP TEST AND ONE AIR ENTRAINMENT ISSUED FOR PROVIDE 24" MINIMUM OF TEST FOR EVERY SET OF CYLINDERS TAKEN. CONSOLIDATED 3/8" PEA GRAVEL CONSTRUCTION BELOW AND ALL AROUND SUMP TANK ' I I Our difference SECTION A , is engineered. ' SCALE: 3/4"-1'-0" -- www.harrisgroup.com - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � kA PROJECT NO: 0013556.00 TRANSPORTATION TERMINALS STRUCTURAL STOCKTON - SAN JOAQUIN COUNTY FOUNDATION PLAN, SECTIONS AND DETAILS 1 10/30/19 REVISED FOR CONSTRUCTION HIS SMD THIS DOCUMENT IS CONFIDENTIAL AND IT SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITHOUT PRIOR PERMISSION. NEITHER THE OPERATOR NOR THE OWNER 05 0 07/12/19 ISSUED FOR CONSTRUCTION - CONTACT WATER SYSTEM PROJECT HIS SMD MAKE ANY WARRANTY AS TO THE CORRECTNESS OR COMPLETENESS OF THE INFORMATION SCALE AS SHOWN DATE REVISION REV ELEC MECH REV ELEC MECH CONTAINED ON THIS DRAWING, AND THE USER ASSUMES ALL RISK OF LOSS TO S-.�oo 1NO DATE DESCRIPTION OF REVISION ES NO. BY ENGR ENGR APP NO DATE DESCRIPTION OF REVISION ES NO. BY ENGR ENGR APP PERSONS AND PROPERTY AS A RESULT OF RELIANCE THEREON. DRAWN S. SAMSON 07/10/19