2 J-02c Additional Drawings.pdf
PDF 3 MB Posted
- Attached to
- Western Regional Multiple Award Construction Contracts (WRMACC) Federal contract opportunity
- Solicitation number
- 80AFRC25R0001
About this file
These are detailed engineering and civil site plan drawings for a NASA project at the Dryden Flight Research Center to repair flightline access roads and aircraft ramps. The project is divided into four phases: Phase 1 covers work at the Aircraft Ground Equipment (AGE) Yard at Building 4810, Phase 2 involves concrete aprons at Building 4801, Phase 3 includes taxiway and road work at Building 4840, and Phase 4 covers concrete aprons at Building 4826. The drawings provide comprehensive site plans, soil boring logs, civil site plans, striping plans, pavement joint plans, and detailed construction specifications for pavements, joints, and infrastructure improvements. The plans include precise grading, drainage, and construction details, with specific requirements for asphalt and concrete pavements, expansion and construction joints, and site-specific surveying and grounding elements.
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Text version
PHASE 1: INCLUDES ALL WORK FOR AIRCRAFT GROUND EQUIPMENT (AGE) YARD AT BUILDING 4810
(SITE #1) SHOWN ON DRAWINGS C-1 AND C-5.
PHASE 2: INCLUDES ALL WORK FOR CONCRETE APRONS AT BUILDING 4801
(SITE #2) SHOWN ON DRAWINGS C-2, C-6, AND C-8.
PHASE 3: INCLUDES ALL WORK FOR TAXIWAY AND ROADS AT BUILDING 4840
(SITE #3) SHOWN ON DRAWINGS C-3 AND C-7.
PHASE 4: INCLUDES ALL WORK FOR CONCRETE APRONS AT BUILDING 4826
(SITE #4) SHOWN ON DRAWINGS C-4 AND C-9.
GENERAL NOTES FOR ALL PHASES:
A) ONE PHASE SHALL BE COMPLETELY FINISHED BEFORE CONSTRUCTION
CAN START ON ANOTHER PHASE.
B) COMPLETION OF A PHASE SHALL INCLUDE ALL WORK, INCLUDING DEMOLITION OF
EXISTING PAVEMENT AND CONSTRUCTION OF NEW PAVEMENT.
C) PHASING SHALL PROCEED IN SEQUENTIAL ORDER, UNLESS OTHERWISE DIRECTED
BY THE CONTRACTING OFFICER.
2.5
7.5
12.5
17.5
ND
ND
4.0
4.8
SM
3" Asphalt Paving - 3" Aggregate Base
SILTY SAND - fine to coarse, medium dense, moist, porous, light reddish brown
GRANITE - highly weathered, coarse grained, very dense, moist, light brown and light grey
NOTES: Groundwater not encountered. No caving. Boring backfilled with soil cuttings.
LOG OF BORING
DATE DRILLED: 12/16/09
EQUIPMENT USED: 8-Inch Diameter Hollow-stem-auger
BORING D13
PLATE A-1.13
2.5
7.5
12.5
17.5
ND
ND
8.0
8.7
SC
SP-SC
2-1/2" Asphalt Paving - 7" Aggregate Base
CLAYEY SAND - fine to medium, dense, moist, light brown
Medium to coarse
SAND, slightly Clayey - medium to coarse, dense, moist, light brown
NOTES: Groundwater not encountered. No caving. Boring backfilled with soil cuttings.
LOG OF BORING
DATE DRILLED: 12/16/09
EQUIPMENT USED: 8-Inch Diameter Hollow-stem-auger
BORING D14
PLATE A-1.14
2.5
7.5
12.5
17.5
ND
ND
3.9
19.6
SP
SM
2" Asphalt Paving - 6" Aggregate Base
SAND - fine to coarse, dense, moist, light yellowish brown
Some Clay
SILTY SAND - fine, medium dense, moist, some Clay, light brown
NOTES: Groundwater not encountered. No caving. Boring backfilled with soil cuttings.
LOG OF BORING
DATE DRILLED: 12/16/09
EQUIPMENT USED: 8-Inch Diameter Hollow-stem-auger
BORING D15
PLATE A-1.15
| EDM-1710-Final-Drawings-T-1-T-2-T-1 |
| EDM-1710-Final-Drawings-T-1-T-2-T-2 |
| EDM-1710-Final-Drawings-T-3-T-3 |
| EDM-1710-Final-Drawings-C-sheets-C-1 |
| EDM-1710-Final-Drawings-C-sheets-C-2 |
| EDM-1710-Final-Drawings-C-sheets-C-3 |
| EDM-1710-Final-Drawings-C-sheets-C-4 |
| EDM-1710-Final-Drawings-C-sheets-C-5 |
| EDM-1710-Final-Drawings-C-sheets-C-6 |
| EDM-1710-Final-Drawings-C-sheets-C-7 |
| EDM-1710-Final-Drawings-C-sheets-C-8 |
| EDM-1710-Final-Drawings-C-sheets-C-9 |
| EDM-1710-Final-Drawings-C-sheets-C-10 |
| EDM-1710-Final-Drawings-C-sheets-C-11 |
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