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project manual-salt storage bldg-2002
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project manual-salt storage bldg-2002
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Last modified
8/22/2023 3:37:07 PM
Creation date
12/18/2018 2:17:38 PM
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x Address Old
House Number
3880
Street Name
Shoreline
Street Type
Drive
Address
3880 Shoreline Drive
Document Type
Misc
PIN
1711723330151
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DIVISION 03 Section 03300- Cast-In-Place Concrete � <br /> � <br /> SECTION 03300 ' <br /> CAST-IN-PLACE CONCRETE <br /> PART 1. GENERAL '� <br /> 1.01 CONDITIONS OF THE CONTRACT � <br /> A. The Conditions of the Contract (General,Supplementaiy,and Other Condiiions) and the <br /> General Requirements(Sections of Division 1)apply to the work of this section , <br /> 1.02 SUMMARY <br /> A. This section specifies cast-in-place concrete.including formwork,reinforcing,mix design, � <br /> placement procedures and finishes. <br /> 1. Foundations and footings. , <br /> 2. Retaining Walls. Length of poured concrete retaining wall extending westward from the <br /> building's northwest corner is 40 feet. Height varies,but its height to remain 2 feet above <br /> retained grade. Length of poured concrete retaining wall extending southwazd from the <br /> building's southeast corner is 90 feet. Height varies from 12 feet at the building, and , <br /> extending at that height for a 60' length, then slopes to 5' height at the south end,but its <br /> height to remain 2 feet above retained grade. <br /> B.Related sections: � <br /> 1. Division 3 Section: Architectural Precast Concrete,plant cast. <br /> 2. Division 3 Section:Tilt up Precast Concrefie,for tilt up products. , <br /> 3. Division 6 Section:Rough carpentry for wood formwork � <br /> 1.03 SUBMITTALS � <br /> A. Submit the following: <br /> 1. Product data for reinforcement,fornung accessories,admixtures,patching compounds, � <br /> waterstops,joint systems,curing compounds,dry-shake finish materials,and others as <br /> requested by Architect. <br /> 2. Shop drawings for fabricating,bending,and placing concrete reinforcement � <br /> 3. Laboratory best reporis or evaluation reports for concrefie materials and concrete aux � <br /> designs. <br /> 4. Written report to Architect for each proposed concrete nux at least one week prior bo <br /> start of concreting. Do not begin concrete production until mixes have been reviewed ' <br /> by Architect. <br /> a e 03300- 1 � <br /> Pg <br /> HENNEPIN COUIVTY Orono Sak Stora�e <br /> March 22,2002 Project No.:0031569 Contract No.:0751 R2 , <br />
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