7 - MCT Drawings.pdf
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- Solicitation number
- AG-9702-S-10-0347
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DRAWINGS
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Text version
GENERAL NOTES:
1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO NMDOT STANDARD
SPECIFICETIONS AND SPECIAL PROVISIONS, CURRENT EDITION.
2. ALL CONCRETE SHALL BE CLASS "A" CHAMFER ALL EXPOSED EDGES 3/4", UNLESS
OTHERWISE NOTED.
3. ALL REINFORCING BARS SHALL CONFORM TO AASHTO STANDARD SPECIFICATIONS M31
GRADE 60 UNLESS OTHERWISE NOTED. DIMENSIONS REFER TO CENTERLINEOF BAR.
4. ALL REINFORCING BARS SHALL HAVE 2" CLEAR COVER UNLESS NOTED OTHERWISE.
5. DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS.
6. ALL RETAINING WALLS SHALL HAVE CONTRACTION JOINTS SPACED AT NO MORE THAN 30'-0"
APART OR AS SHOWN. REINFORCING BARS SHALL PROTECT THROUGH THE JOINT.
7. ALL RETAINING WALLS SHALL HAVE EXPANSION JOINTS PROVIDED AT INTERVALS NOT
EXCEEDING 90'-0".
8. FOOTINGS MAY BE CONTINUOUS WITHOUT JOINT.
9. COHESIVE SOILS OF SILT, CLAY, ETC. SHALL NOT BE USED FOR BACKFILL. THE BACKFILL
SHALL BE FREE DRAINING.
10. APPROPRIATE DRAINAGE PROVISIONS SHALL BE PROVIDED AS SHOWN ON THE LAYOUT
DRAWINGS.
11. ALL EARTHWORK INCLUDING BACKFILL MATERIAL AND COMPACTION SHALL CONFORM TO
SECTION 210 OF NMDOT STANDARD SPECIFICATIONS, CURRENT EDITION.
12. THE LOCATIONS OF NEEDED CONSTRUCTION JOINTS ARE EITHER SHOWN ON THE PLANS
OR TO BE DIRECTED BY THE PROJECT MANAGER.
DESIGN DATA
DESIGNED ACCORDING TO AASHTO LRFD BRIDGE SPECIFICATIONS, FOURTH EDITION, 2004.
DESIGN STRESS:
CLASS "A" CONCRETE: fc' = 4,000 psi
GRADE 60 REINFORCING STEEL: fy = 60,000 psi
HORIZONTAL EARTH PRESSURE = 40 LBS. / CU. FT., EQUIVALENT FLUID PRESSURE.
WEIGHT OF BACKFILL = 120 LBS. / CU. FT.
WEIGHT OF CONCRETE = 145 LBS. / CU. FT.
ANGLE OF INTERNAL FRICTION OF EXISTING GROUND = 28o
FACTORED BEARING PRESSURE CAPACITY qr = 1.5 TONS/SQ. FT. IS USED FOR DESIGN ON
THESE DRAWINGS.
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