A06_-_CG_WS_-_DRAWINGS.pdf
PDF 5 MB Posted
- Attached to
- SEKI - Rehab Cedar Grove Water System Federal contract opportunity
- Solicitation number
- P17PS00749
About this file
Drawings Sec J 003
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| P17PS00749_General_References.docx | DOCX document | |
| P17PS00749_Key_Personnel_Qualifications.docx | DOCX document | |
| Sol_P17PS00749.pdf | ||
| A06_-_Specifications.pdf | ||
| SF_24_Bid_Bond.pdf | ||
| Past_Performance_Quesionnaire.docx | DOCX document | |
| P17PS00749_Subcontractor_Reference.docx | DOCX document | |
| SEKI_203630_-_Directions_to_Site_Visit.pdf | ||
| B03_-_DOL_Wage.pdf | ||
| Bid_Pricing_Schedule.xlsx | XLSX spreadsheet | |
| B01_-_PRESOLICITATION_NOTICE.docx | DOCX document |
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Text version
2600A
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EXP: 09/30/17
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1. INSPECTION OF REINFORCING STEEL, INCLUDING
PRESTRESSING TENDONS, AND PLACEMENT.
2. INSPECTION OF REINFORCING STEEL WELDING IN
ACCORDANCE WITH TABLE 1705.2.2, ITEM 2B.
3. INSPECTION OF ANCHORS CAST IN CONCRETE
WHERE ALLOWABLE LOADS HAVE BEEN INCREASED
OR WHERE STRENGTH DESIGN IS USED.
4. INSPECTION OF ANCHORS POST-INSTALLED IN
HARDENED CONCRETE MEMBERS.
5. VERIFYING USE OF REQUIRED DESIGN MIX.
6. AT THE TIME FRESH CONCRETE IS SAMPLED TO
FABRICATE SPECIMENS FOR STRENGTH TESTS,
PERFORM SLUMP AND AIR CONTENT TESTS, AND
DETERMINE THE TEMPERATURE OF THE CONCRETE.
7. INSPECTION OF CONCRETE AND SHOTCRETE
PLACEMENT FOR PROPER APPLICATION
TECHNIQUES.
8. INSPECTION OF MAINTENANCE OF SPECIFIED
CURING TEMPERATURE AND TECHNIQUES.
10. ERECTION OF PRECAST CONCRETE MEMBERS.
11. VERIFICATION OF IN-SITU CONCRETE STRENGTH,
PRIOR TO STRESSING OF TENDONS IN
POST-TENSIONED CONCRETE AND PRIOR TO
REMOVAL OF SHORES AND FORMS FROM BEAMS
AND STRUCTURAL SLABS.
12. INSPECT FORMWORK FOR SHAPE, LOCATION AND
DIMENSIONS OF THE CONCRETE MEMBER BEING
FORMED.
VERIFICATION AND INSPECTION
REQUIRED
YES NO
PERIODICCONT
9. INSPECTION OF PRESTRESSED CONCRETE:
a. APPLICATION OF PRESTRESSING FORCES.
b. GROUTING OF BONDED PRESTRESSING
TENDONS IN THE SEISMIC FORCE-RESISTING
SYSTEM.
TABLE 1705.3
REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS
ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING
CAPACITY.
2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER
DEPTH AND HAVE REACHED PROPER MATERIAL.
3. PERFORM CLASSIFICATION AND TESTING OF
COMPACTED FILL MATERIALS.
4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND
LIFT THICKNESSES DURING PLACEMENT AND
COMPACTION OF COMPACTED FILL.
5. PRIOR TO PLACEMENT OF COMPACTED FILL,
OBSERVE SUBGRADE AND VERIFY THAT SITE HAS
BEEN PREPARED PROPERLY.
REQUIRED
YES NO
PERIODICCONTVERIFICATION AND INSPECTION
TABLE 1705.6
REQUIRED VERIFICATION AND INSPECTION OF SOILS
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EXP: 09/30/17
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| 100% FINAL Construction Drawings_1-9-17 |
| 100% FINAL Construction Drawings_12-22-16 |
| SEKI CG WS_100% FINAL CDS_SPF combined_12-22-16 |
| SEKICOV-Layout1 |
| SEKI CG WS_100% FINAL CDS_SPF combined_12-22-16 |
| G2 GENERAL NOTES-G2 |
| G3 PROC FLOW DIAG-G3 |
| SEKI CG WS_100% FINAL CDS_SPF combined_12-22-16 |
| G4 HYDRAULIC PROF-G4 |
| C1 EX CONDITIONS AND DEMO-C1 |
| C2 SITE PLAN-C2 |
| C3 GRADING PLAN-C3 |
| C4 SLOW SAND FLTR-C4 |
| C5 SSF ELEVATION-C5 |
| C6 DETAILS-C6 |
| P-1-DEMOPLAN-P1 |
| P2 TREATMENT BLDG-P2 |
| 100% FINAL Construction Drawings_1-9-17 |
| 100% FINAL Construction Drawings_12-22-16 |
| SEKI CG WS_100% FINAL CDS_SPF combined_12-22-16 |
| SEKI CG WS_100% FINAL CDS_SPF combined_12-22-16 |
| P3-DETAILS-P3 |
| Electrical 03.03.2017-signed |
| 100% FINAL Construction Drawings_1-9-17 |
| 100% FINAL Construction Drawings_12-22-16 |
| 100% FINAL Construction Drawings_12-22-16 |
| Structural - 100% Final-signed |
S3-signed
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