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EHD Program Facility Records by Street Name
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14720
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2900 - Site Mitigation Program
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PR0542085
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ARCHIVED REPORTS
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Last modified
5/7/2020 3:18:39 PM
Creation date
5/7/2020 3:08:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
RECORD_ID
PR0542085
PE
2965
FACILITY_ID
FA0010858
FACILITY_NAME
SJC PUBLIC WORKS /UTILITY-FLAG CITY
STREET_NUMBER
14720
STREET_NAME
REPUBLIC
STREET_TYPE
St
City
LODI
Zip
95242
APN
05532009
CURRENT_STATUS
02
SITE_LOCATION
14720 Republic St
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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1 SECTION 03100 <br /> 2 <br /> 3 CONCRETE <br /> 4 <br /> 5 <br /> L 6 PART 1: GENERAL <br /> 7 <br /> s 1.01 DESCRIPTION <br /> 9 <br /> 10 The work of this section consists of furnishing and placing concrete, including forming, <br /> 11 reinforcement, and curing. <br /> 12 <br /> 1 13 1.02 RELATED WORK SPECIFIED ELSEWHERE <br /> 14 <br /> 15 A. Section 02210: Site Grading <br /> 1s <br /> 17 B. Section 02225: Structure Excavation 8 Backfill <br /> 18 <br /> 19 C. Section 04100: Mortar and Grout <br /> 20 <br /> 21 D. Section 04200: Concrete Masonry Units <br /> 22 <br /> 23 E. Section 09900: Painting <br /> 24 <br /> 25 1.03 SUBMITTALS: In accordance with Section 01300. <br /> 26 <br /> 27 A. Proposed mix designs along with certified test results verifying that the components and <br /> 28 final products meet these specifications. <br /> 29 <br /> 30 B. Drawings: <br /> 31 <br /> 32 1. Reinforcing Steel Shop Drawings: Before starting concrete work, submit drawings <br /> 33 complying with requirements of ACI 318, detailed in accordance with ACI SP66, and <br /> 34 adapted to the proposed placement schedule, showing size, dimension, bending, <br /> 35 placing, and construction joint details. Submit drawing showing locations of all <br /> 36 construction joints. Drawing shall be on a minimum 18-inch by 24-inch drafting paper. <br /> 37 Submit type, size, and location of all slab and bar supports. Shop fabrication shall not <br /> 38 begin until corrected drawings bearing the Engineer's review stamp are returned in <br /> 39 accordance with Section 01300. <br /> 40 <br /> 41 2. Formwork Shop Drawings: Before starting concrete work, submit drawings of all exterior <br /> 42 wall formwork showing form plywood pattern, formwork, ties, vertical limits of concrete <br /> 43 placements, horizontal lifts, and construction joints. <br /> 44 <br /> 45 <br /> 46 C. Shoring: If shoring the structure is required, submit drawings and structural calculations <br /> ' 47 signed and sealed by a civil engineer registered in the State of California showing <br /> 48 members, connections, and anchorage of the proposed shoring system. <br /> 49 <br /> 5o D. Mill Certificates: Submit certified copies of mill test reports for each lot or heat of all <br /> 51 reinforcing steel. <br /> CONCRETE <br /> 042894 03100-1 <br /> i <br />
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