B101 BORING LOGS (R1).pdf
PDF 3 MB Posted
- Attached to
- ADC HANGAR Federal contract opportunity
- Solicitation number
- W50S7020B0001
About this file
This document contains boring logs and location plans for a proposed Air National Guard hangar project. The logs depict subsurface conditions at specific boring locations for informational purposes during the solicitation stage. The related federal contract opportunity is solicitation number W50S7020B0001 for an ADC Hangar project to be awarded by the Department of the Army Georgia Army National Guard. Interested parties are encouraged to attend a July 7th pre-bid conference for additional details. The solicitation exhibits, drawings, specifications and other attachments provide requirements for the hangar construction.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| ES102 - ELECTRICAL SITE PLAN - 2 (R1).pdf | ||
| GC004 ACCESS AND LAYDOWN PLAN (R1).pdf | ||
| W50S70-20-B-0001-0003.pdf | ||
| CD102 CIVIL UTILITY DEMOLITION PLAN (R1).pdf | ||
| CS451 CODE COMPLIANCE SITE PLAN (R1).pdf | ||
| W50S70-20-B-0001-0002.pdf | ||
| GC501 Access and Phasing Details-1 (R1).pdf | ||
| GC005 Enlarged Access and Phasing Plan (R1).pdf | ||
| 01 45 35 Schedule of Special Inspections.pdf | ||
| W50S70-20-B-0001-0001.pdf | ||
| Vendor Sign in Sheet Site Visit 7-7-20.pdf |
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Text version
103591B001.DWG
5 6
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5 61 2 3 4 ofsheet sheets date detailed checkeddesigned project contract rev.drawing file
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DATEREV.
REVISIONS
DESCRIPTION INIT
GEORGIA AIR NATIONAL GUARD
SAVANNAH/ HILTON HEAD IAP
SAVANNAH, GEORGIA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
103591
Project No. - XDQU109057
W9133L-15-D-0003-C004
165 AW, ADC
NEW CONSOLIDATED MX
HANGAR AND SHOPS
NOT FOR
CONSTRUCTION
BORING LOCATION PLAN
B001 C
10/15/18
J. SHEPHERD L. MONZON
M. MILLER
A 10/15/18 B1 SUBMITTAL JTS
B 1/22/19 B2 SUBMITTAL JTS
C 5/1/19 B3 SUBMITTAL JTS
NOTES:
1. THE BORING LOGS AND RELATED INFORMATION DEPICT CONDITIONS ONLY AT
THE SPECIFIC LOCATIONS AND AT THE PARTICULAR TIME DESIGNATED ON THE
LOGS. THE ELEVATION AND LOCATION COORDINATES OF THE BORINGS, WATER
LEVELS, AND SOIL/ROCK LAYERING ARE APPROXIMATE AND TO THE DEGREE OF
ACCURACY IMPLIED WITH THE METHODS EMPLOYED OF SURVEYING AND
MEASUREMENT, AS NOTED IN THE ENGINEER'S SUBSURFACE INFORMATION
DOCUMENT.
2. SOIL CONDITIONS AT OTHER LOCATIONS MAY DIFFER FROM CONDITIONS
OCCURING AT THESE SPECIFIC BORING LOCATIONS. ANY ATTEMPT TO
INTERPOLATE THE STRATIGRAPHIC CONDITIONS BETWEEN BORINGS IS AT THE
CONTRACTOR'S RISK.
3. FLUCTUATIONS OR CHANGES IN WATER LEVELS AND GROUNDWATER
CONDITIONS CAN BE INFLUENCED BY SOURCES OUTSIDE THE AREAS OF THE
SITE INVESTIGATED, BY SEASONAL RAINFALL, AND BY CHANGES IN DRAINAGE
CONDITIONS IN AND AROUND THE SITE. FLUCTUATIONS CAN OCCUR AND
SHOULD BE ANTICIPATED BETWEEN THE TIME OF INVESTIGATION AND THE TIME
OF CONSTRUCTION.
4. THE FINAL LOGS REFLECT BOTH THE VISUAL OBSERVATION DURING DRILLING
ACTIVITIES AND THE MORE DEFINITIVE RESULTS OBTAINED FROM THE
LABORATORY TESTING. STRATIFICATION BOUNDARIES INDICATED ON THE
BORING LOGS WERE BASED ON OBSERVATIONS DURING DRILLING, AN
EXTRAPOLATION OF INFORMATION OBTAINED BY INSPECTING SAMPLES FROM
THE BORINGS AND COMPARISONS OF SOILS WITH SIMILAR ENGINEERING
CHARACTERISTICS. LOCATIONS OF THESE BOUNDARIES ARE APPROXIMATE AND
THE TRANSITIONS BETWEEN SOIL TYPES MAY BE GRADUAL RATHER THAN
CLEARLY DEFINED.
5. ALL SOIL BORINGS WERE MADE AND LOGGED BY PERSONNEL OF GEOHYDRO
ENGINEERS ON THE DATE(S) IDENTIFIED ON THE BORING LOGS.
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| B101 BORING LOGS |
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