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Docusign Envelope ID: 244D77F2-FOA2-4894-B44B-1CO03F256B68
<br />CAST -IN -PLACE -CONCRETE
<br />2.2 SLUMP:
<br />B.
<br />PLACING CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301 AND ACI 304 AND
<br />SHALL BE CARRIED OUT AT SUCH A RATE THAT THE CONCRETE PREVIOUSLY
<br />PART
<br />1: GENERAL
<br />A.
<br />THE MAXIMUM SLUMP SHALL NOT EXCEED 3" EXCEPT FOR CONCRETE TO BE
<br />PLACED IS STILL PLASTIC AND INTEGRATED WITH THE FRESHLY PLACE CONCRETE.
<br />PLACED IN FORMS 8" WIDE OR LESS, WHERE THE MAXIMUM SLUMP SHALL BE 4".
<br />CONCRETING, ONCE STARTED, SHALL BE CARRIED ON AS A CONTINUOUS
<br />OPERATION UNTIL THE SECTION IS COMPLETED. NO COLD JOINTS SHALL BE
<br />1.1 SUMMARY:
<br />B.
<br />THE DETERMINATION OF SLUMP SHALL CONFORM TO ASTM C143.
<br />ALLOWED.
<br />A.
<br />FURNISH AND INSTALL ALL CAST -IN -PLACE CONCRETE, REINFORCING AND
<br />2,3 MIXING:
<br />C.
<br />CONSTRUCTION JOINTS: USE KEYWAYS, CONTINUE REINFORCEMENT THROUGH JOINT.
<br />ACCESSORIES, AS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS.
<br />1.2 SUBMITTALS:
<br />A.
<br />THE CONTRACTOR SHALL USE READY -MIXED CONCRETE, MIXED AND DELIVERED IN
<br />D.
<br />EXPANSION JOINTS: FOR EXTERIOR WORK, LOCATE AT 30'-0" O.C. MAXIMUM, AT
<br />CONFORMANCE WITH ASTM C94.
<br />APPROVED LOCATIONS. PROVIDE SMOOTH DOWELS ACROSS JOINT WHICH PERMIT 1"
<br />A.
<br />PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION
<br />HORIZONTAL MOVEMENT AND NO VERTICAL SHEAR MOVEMENT.
<br />INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED.
<br />2.4 MIXTURES:
<br />E.
<br />ISOLATION JOINTS: PROVIDE BETWEEN SLABS AND VERTICAL ELEMENTS SUCH AS
<br />B.
<br />SHOP DRAWINGS: SUBMIT SHOP DRAWINGS INDICATING MATERIAL CHARACTERISTICS,
<br />A.
<br />THE CONCRETE SHALL CONTAIN AN AIR -ENTRAINING ADMIXTURE COMPLYING WITH
<br />COLUMNS AND STRUCTURAL WALLS.
<br />DETAILS OF CONSTRUCTION, CONNECTIONS, AND RELATIONSHIP WITH ADJACENT
<br />THE REQUIREMENTS OF ASTM C-260 AND ACI 212.1 R AND A WATER -REDUCING
<br />CONSTRUCTION.
<br />ADMIXTURE COMPLYING WITH THE REQUIREMENTS OF ASTM C-494 AND ACI
<br />F.
<br />CONTROL JOINTS: PROVIDE SAWN OR TOOLED JOINTS OR REMOVABLE INSERT
<br />212.1R. ADMIXTURES SHALL BE PURCHASE AND BATCHED IN LIQUID SOLUTION.
<br />STRIPS; DEPTH EQUAL TO 1/4" SLAB THICKNESS. SPACING SHALL BE AS
<br />1. SHOP DRAWINGS SHALL BE PREPARED AND STAMPED BY A QUALIFIED
<br />THE USE OF CALCIUM CHLORIDE OR AN ADMIXTURE CONTAINING CALCIUM
<br />REQUIRED AND APPROVED.
<br />ENGINEER LICENSED IN THE JURISDICTION OF THE PROJECT.
<br />CHLORIDE IS PROHIBITED.
<br />G.
<br />ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED AND COMPACTED BY
<br />C.
<br />MIX DESIGN: SUBMIT FOR APPROVAL MIX DESIGN PROPOSED FOR USE.
<br />B.
<br />ADMIXTURES SHALL BE OF THE SAME MANUFACTURER TO ASSURE COMPATIBILITY.
<br />VIBRATION, SPADING, RODDING, OR FORKING DURING THE OPERATION OF PLACING
<br />AND DEPOSITING IN ACCORDANCE WITH ACI 309. THE CONCRETE SHALL BE
<br />1.3 QUALITY
<br />ASSURANCE:
<br />C.
<br />ACCEPTABLE MANUFACTURERS ARE:
<br />WORKED AROUND REINFORCEMENT, EMBEDDED ITEMS, AND INTO THE CORNERS OF
<br />THE FORMS SO AS TO ELIMINATE ALL AIR AND STONE POCKETS.
<br />A.
<br />COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF
<br />1. W.R. GRACE 3. MASTER BUILDERS
<br />ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR
<br />2• SIKA GROUP 4. EUCLID CHEMICAL CO
<br />SERVICE FOR A MINIMUM OF THREE YEARS. USE EXPERIENCED INSTALLERS.
<br />DELIVER, HANDLE, STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S
<br />2.5 CURING
<br />COMPOUNDS
<br />3.5 FINISHING:
<br />B.
<br />TESTING: EMPLOY AN INDEPENDENT TESTING AGENCY ACCEPTABLE TO OWNER TO
<br />A.
<br />CURING COMPOUNDS SHALL CONFORM TO ASTM C309, TYPE 1, ID, CLASS A
<br />AND B AND ASTM C171 AS APPLICABLE
<br />A.
<br />FINISHING OF ALL SLABS SHALL BE IN ACCORDANCE WITH ACI 302.1; SECTION 7.2
<br />DESIGN CONCRETE MIXES AND TO PERFORM MATERIAL EVALUATION TESTS. PROVIDE
<br />WITH A MINIMUM OF THREE TROWELINGS.
<br />4 AND 28 DAY CYLINDER TESTS. COMPLY WITH ASTM C 143, C 173, C 31 AND
<br />PART
<br />3: EXECUTION
<br />C 39.
<br />1. INTERIOR SLAB FINISH TOLERANCE AS MEASURED IN ACCORDANCE WITH ASTM
<br />E 1155, SHALL HAVE AN OVERALL TEST F NUMBER FOR FLATNESS, FF=20
<br />C.
<br />STANDARDS
<br />.
<br />31 GENERAL
<br />AND FOR LEVEL, FL=15. THE MINIMUM LOCAL NUMBER FOR FLATNESS, FF=15
<br />AND FOR LEVEL, FL=10.
<br />1. ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS.
<br />A.
<br />CONSTRUCT AND ERECT FORMWORK IN ACCORDANCE WITH ACI 301 ACI 347.
<br />2• EXTERIOR SLAB FINISH SHALL BE FLAT (FF=20) AND SHALL BE SLOPED A
<br />2. ACI 318, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AND
<br />B.
<br />COLD -WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306.
<br />MINIMUM OF 1/8" PER FOOT TO A MAXIMUM OF 1/4" PER FOOT TO PREVENT
<br />CRSI MANUAL OF STANDARD PRACTICE.
<br />C.
<br />HOT -WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305.
<br />PONDING WATER.
<br />PART
<br />2: PRODUCTS
<br />3.2 INSERTS.
<br />EMBEDDED COMPONENTS AND OPENINGS:
<br />B.
<br />SURFACES OF SLABS SHALL RECEIVE TWO COATS OF CLEAR SEALER/HARDENER.
<br />2.1 MATERIALS
<br />A.
<br />CONTRACTOR SHALL CHECK ALL CIVIL, ARCHITECTURAL, STRUCTURAL, AND
<br />C.
<br />ABOVE GRADE WALL SURFACES SHALL HAVE A SMOOTH FORM FINISH AS DEFINED
<br />ELECTRICAL DRAWINGS FOR OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS AND
<br />IN CHAPTER 10 OF ACI 301.
<br />A.
<br />MATERIALS SHALL CONFORM TO THE RESPECTIVE PUBLICATIONS AND OTHER
<br />OTHER ITEMS TO BE BUILT INTO THE CONCRETE WORK.
<br />REQUIREMENTS SPECIFIED HEREIN.
<br />3.6 CURING:
<br />B.
<br />CEMENT: CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. CEMENT MAY BE
<br />B.
<br />COORDINATE THE WORK OF OTHER SECTIONS FORMING AND SETTING OPENINGS,
<br />RECESSES, SLOTS, CHASES, ANCHORS, INSERTSS AND OTHER ITEMS TO BE
<br />A.
<br />FRESHLY DEPOSITED CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING
<br />BAGGED OR BULK. CEMENT SHALL BE USED FROM ONLY ONE MILL THROUGHOUT
<br />EMBEDDED.
<br />AND EXCESSIVELY HOT OR COLD TEMPERATURES AND SHALL BE MAINTAINED WITH
<br />PROJECT.
<br />MINIMAL MOISTURE LOSS AT A RELATIVELY CONSTANT TEMPERATURE FOR A PERIOD
<br />C.
<br />EMBEDDED ITEMS SHALL BE SET ACCURATELY IN LOCATION, ALIGNMENT, ELEVATION,
<br />OF TIME NECESSARY FOR THE HYDRATION OF THE CEMENT AND PROPER
<br />C.
<br />FINE AGGREGATE: FINE AGGREGATE SHALL CONFORM TO ASTM C33-08 AND SHALL
<br />AND PLUMBNESS. LOCATE AND MEASURE FROM ESTABLISHED SURVEYED
<br />HARDENING OF THE CONCRETE.
<br />BE UNIFORMLY GRADED, CLEAN, SHARP, WASHED MATERIAL OR CRUSHED SAND,
<br />REFERENCE BENCHMARKS.
<br />FREE FROM ORGANIC IMPURITIES.
<br />B.
<br />CURING SHALL IMMEDIATELY FOLLOW THE FINISH OPERATION. CONCRETE SHALL BE
<br />D.
<br />EMBEDDED ITEMS SHALL BE ANCHORED INTO PLACE AS REQUIRED TO PREVENT
<br />KEPT CONTINUOUSLY MOIST AT LEAST OVERNIGHT, IMMEDIATELY FOLLOWING THE
<br />D.
<br />COURSE AGGREGATE: COURSE AGGREGATE SHALL CONFORM TO ASTM C33-08 AND
<br />MOVEMENT DURING CONCRETE PLACEMENT AND CONSOLIDATION. COMPONENTS
<br />INITIAL CURING. BEFORE THE CONCRETE HAS DRIED, ADDITIONAL CURING SHALL BE
<br />SHALL BE NATURAL WASHED GRAVEL OR WASHED CRUSHED ROCK HAVING HARD,
<br />FORMING A PART OF A COMPLETE ASSEMBLY SHALL BE ALIGNED BEFORE
<br />ACCOMPLISHED BY ONE OF THE FOLLOWING MATERIALS OR METHODS:
<br />STRONG, DURABLE PIECES, FREE FORM ADHERENT COATINGS, THE MAXIMUM SIZE
<br />ANCHORING. PROVIDE TEMPORARY BRACING, ANCHORAGE, AND TEMPLATES AS
<br />OF COARSE AGGREGATE SHALL BE 3/4" IN ACCORDANCE WITH THE REQUIREMENTS
<br />REQUIRED TO MAINTAIN THE SETTING AND ALIGNMENT.
<br />1. PONDING OR CONTINUOUS SPRINKLING
<br />OF ASTM C33-08; GRADATION SIZE NO. 67.
<br />3.3 REINFORCEMENT
<br />PLACEMENT:
<br />2. ABSORPTIVE MAT OR FABRIC KEPT CONTINUOUSLY WET
<br />E.
<br />WATER: WATER USED IN THE CONCRETE MIX SHALL BE POTABLE, CLEAN, AND
<br />FREE FROM OILS, ACIDS, SALTS, CHLORIDES, ALKALI, SUGAR, VEGETABLE, OR
<br />A.
<br />REINFORCEMENT SHALL BE PLACED IN ACCORDANCE WITH CHECKED AND RELEASED
<br />3. NON -ABSORPTIVE FILM (POLYETHYLENE) OVER A PREVIOUSLY SPRINKLED
<br />OTHER INJURIOUS SUBSTANCES.
<br />DRAWINGS AND ACI 301 AND ACI 315; SECURELY WIRE -TIE REINFORCEMENT AT
<br />SURFACE
<br />ALL INTERSECTIONS.
<br />F.
<br />REINFORCING STEEL: ALL BARS ARE TO BE NEW BILLET STEEL CONFORMING TO
<br />4. SAND OR OTHER COVERING KEPT CONTINUOUSLY WET
<br />ASTM A615, GRADE 60. BENDING DETAILS ARE TO CONFORM TO THE STANDARDS
<br />B.
<br />ACCURATELY POSITION, SUPPORT AND SECURE REINFORCEMENT AGAINST
<br />OF ACI 318.
<br />DISPLACEMENT FROM FORMWORK CONSTRUCTION OR CONCRETE PLACEMENT AND
<br />5. CONTINUOUS STEAM (NOT EXCEEDING 150 DEGREES F) OR VAPOR MIST BATH.
<br />CONSOLIDATION. REINFORCING SHALL BE SUPPORTED ON METAL CHAIRS, RUNNERS,
<br />G.
<br />G
<br />FORMS: THE FORMS SHALL BE TRUE AND RIGID AND CONFORM TO SHAPE, LINE
<br />H
<br />BOLSTERS, SPACERS, AND HANGERS.
<br />6. SPRAYED -ON CURING COMPOUND APPLIED IN TWO COATES, SPRAYED IN
<br />AND DIMENSIONS AS SHOWN ON THE DRAWINGS. ALL FORMS SHALL RIGIDLY
<br />PERPENDICULAR DIRECTIONS.
<br />CONSTRUCTED, BRACED AND TIED TO PREVENT ANY DEFLECTION OR DISPLACEMENT
<br />C.
<br />SPLICES OF REINFORCING BARS SHALL BE CLASS B UNLESS SHOWN OTHERWISE.
<br />DURING PLACING OF CONCRETE. ALL EXPOSED CORNERS AND EDGES SHALL HAVE
<br />SPLICES SHALL BE STAGGERED. FULL DEVELOPMENT LENGTH SHALL BE PROVIDED
<br />C.
<br />THE FINAL CURING SHALL CONTINUE UNTIL THE CUMULATIVE NUMBER OF DAYS OR
<br />3/4" FILLETS. ALL JOINTS SHALL BE MORTAR TIGHT; OPEN JOINTS SHALL BE
<br />ACROSS JOINTS.
<br />FRACTION THEREOF, NOT NECESSARILY CONSECUTIVE, DURING WHICH TEMPERATURE
<br />SEALED AS REQUIRED.
<br />OF THE AIR IN CONTACT WITH CONCRETE IS ABOVE 50 DEGREES F HAS TOTALED
<br />D.
<br />LOCATE REINFORCING TO PROVIDE CONCRETE COVER AND SPACING SHOWN ON
<br />SEVEN (7) DAYS. CONCRETE SHALL NOT BE PERMITTED TO FREEZE DURING THE
<br />H.
<br />CONCRETE:
<br />THE DRAWINGS. MINIMUM COVER SHALL BE AS REQUIRED BY ACI 318.
<br />CURING PERIOD. RAPID DRYING AT THE END OF THE CURING PERIOD SHALL BE
<br />PREVENTED.
<br />1. PROPORTIONING: CONCRETE SHALL CONFORM TO THE FOLLOWING:
<br />E.
<br />WELDING OF AND TO ANY REINFORCING MATERIALS INCLUDING TACK WELDING OF
<br />CROSSING BARS IS STRICTLY PROHIBITED. BARS SHALL BE FREE OF FLAKY OR
<br />END OF SECTION
<br />a. CEMENT-6 SACKS PER CUBIC YARD, MINIMUM
<br />SCALY RUST AT THE TIME THE CONCRETE IS PLACED.
<br />b. WATER SHALL BE KEPT TO AN ABSOLUTE MINIMUM TO MAINTAIN SLUMP AS
<br />3.4 CONCRETE
<br />PLACEMENT:
<br />SPECIFIED
<br />A.
<br />PRIOR TO PLACING CONCRETE, FORMS AND REINFORCEMENT SHALL BE
<br />c. AGGREGATE; SAND FACTOR SHALL BE AS REQUIRED TO GIVE THE BEST
<br />THOROUGHLY INSPECTED. ALL WOOD CHIPS, DIRT, ETC., AS WELL AS ALL
<br />WORKABLE MIX WITHIN THE RANGE OF 46% TO 52% OF TOTAL AGGREGATE.
<br />TEMPORARY BRACING, TIES, AND CLEATS REMOVED, AND ALL OPENINGS FOR
<br />UTILITIES PROPERLY BOXED, ALL FORMS SHALL BE PROPERLY SECURED IN THEIR
<br />d. STRENGTH-4,000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE
<br />CORRECT POSITION AND MADE TIGHT. ALL REINFORCING AND EMBEDDED ITEMS
<br />SHALL BE SECURED IN THEIR PROPER LOCATIONS.. ALL OLD AND DRY CONCRETE
<br />e. ALL CONCRETE SHALL CONTAIN A WATER -REDUCING AGENT AND SHALL
<br />AND DIRT SHALL BE CLEANED AND ALL STANDING WATER AND OTHER FOREIGN
<br />HAVE THREE (3) TO FIVE (5) PERCENT ENTRAINED AIR.
<br />MATTER REMOVED.
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<br />ENGINEERING LICENSE:
<br />STATE OF CALIFORNIA
<br />ENGINEER: PE#: DISCIPLINE:
<br />SDK SHELTON D KEISLING 24647 ELECTRICAL E
<br />DJW DAVID J WALDRON 25608 ELECTRICAL E
<br />THE TERRANCE M. SUPER 17150 ELECTRICAL E
<br />Leadarbo!3r
<br />PLANS PREPARED FOR:
<br />AGI l
<br />PLANS PREPARED BY:
<br />�SSC
<br />DRAWING NOTICE:
<br />THIS DRAWING HAS NOT BEEN PUBLISHED AND IS THE SOLE
<br />PROPERTY OF SSC, IN AND IS LENT TO THE BORROWER FOR
<br />THEIR CONFIDENTIAL USE ONLY, AND IN CONSIDERATION OF
<br />THE LOAN OF THIS DRAWING, THE BORROWER PROMISES AND
<br />AGREES TO RETURN IT UPON REQUEST AND AGREES THAT IT
<br />WILL NOT BE REPRODUCED, COPIED, LENT OR OTHERWISE
<br />DISPOSED OF DIRECTLY OR INDIRECTLY, NOR USED FOR ANY
<br />PURPOSE OTHER THAN FOR WHICH IT IS FURNISHED.
<br />SUBMITTALS:
<br />DESCRIPTION
<br />DATE
<br />BY
<br />REV
<br />ISSUED FOR REVIEW
<br />11/22/24
<br />ART
<br />0
<br />REVISED PER CLIENT COMMENTS
<br />12/13/24
<br />ART
<br />1
<br />REVISED PER CLIENT COMMENTS
<br />01/28/25
<br />DWO
<br />2
<br />REVISED PER CLIENT COMMENTS
<br />09/05/25
<br />TJM
<br />3
<br />REVISED PER AHJ COMMENTS
<br />11/07/25
<br />EDA
<br />4
<br />APPLICANT SITE NAME:
<br />CLEAN HARBORS (SANTA ANA)
<br />APPLICANT SITE NUMBER:
<br />AGI-EV-0006
<br />SITE ADDRESS.
<br />2120 S YALE STREET
<br />SANTA ANA, CA 92704
<br />SHEET DESCRIPTION:
<br />SHEET#:
<br />SPECIFICATIONS
<br />SP-1.1
<br />(2 OF 5)
<br />
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