Matched toPier Systembridge.substructure.pier_systemon “BENT”
This class asks for no measurements, so there is no take-off to do against it.
How the sheets named it
Notes on the sheets that carry it
- p1POINT OF MIN. VERT. CLEARANCE
- p1FUTURE POINT OF MIN. VERT. CLEARANCE
- p1TEMPORARY SHORING AS NECESSARY, TYP.
- p1TO BE REMOVED
- p1MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN
- p1CHAIN LINK WIRE FENCE, TYP.
- p1FRONT FACE OF WALL NO. 1
- p1FRONT FACE OF WALL NO. 2
- p1FUTURE GROUNDLINE
- p1APPROXIMATE EXISTING GROUNDLINE
- p3(*) 5. 2-600 (10'-0" LONG) BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS 2 AND 3.
- p3(**) 6. LAP IN BARS SHALL BE STAGGERED AND ALTERNATED TO MAXIMIZE THE DISTANCE BETWEEN ADJACENT SPLICES.
- p41'-0" EDGEBEAM, TYP.
- p43'-0" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.
- p48" FILLET, TYP.
- p410" CONCRETE DIAPHRAGM, TYP.
- p412" PAVING REST
- p41'-6" ENDWALL
- p558-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)
Every crop it was read in — the drawing beside what the model took off it
Page 1
p01_r01 planPlan
- bentBENT 1L / BENT 2L / BENT 3L / BENT 4L×4lineLeft bridge bent lines are identified in the plan.
- bentBENT 1R / BENT 2R / BENT 3R / BENT 4R×4lineRight bridge bent lines are identified in the plan.
12'-1" minimum dimension74'-7 15/16" dimensionN. 2'-23'-16'-7" area dimension75'-10 15/16" dimension1'-9 1/2" minimum vertical clearance40'-0" gutter to gutter43'-7" gutter to gutter6'-0" spacing+29 more
p01_r06 tableTable
- bridge bentBENT 1×2One listed for LEFT BRIDGE and one for RIGHT BRIDGE.
- bridge bentBENT 2×2One listed for LEFT BRIDGE and one for RIGHT BRIDGE.
- bridge bentBENT 3×2One listed for LEFT BRIDGE and one for RIGHT BRIDGE.
- bridge bentBENT 4×2One listed for LEFT BRIDGE and one for RIGHT BRIDGE.
17+26.35 STATION189.76 PGL ELEV.17+81.35 STATION190.50 PGL ELEV.18+63.35 STATION190.59 PGL ELEV.19+18.35 STATION189.96 PGL ELEV.+8 more
p01_r07 planElevation
- bentBENT 2 **×1two-column bent with rectangular capSupported on a pile cap.
- bentBENT 3 **×1two-column bent with rectangular capSupported on a pile cap.
192’-0” *** TOTAL LENGTH OF BRIDGE55’-0” *** span length82’-0” *** span length55’-0” *** span length151.00 elevation
p01_r01Plan
- Bridge bentBENT 2L×1linear transverse bent line
- Bridge bentBENT 3L×1linear transverse bent line
- Bridge bentBENT 2R×1linear transverse bent line
- Bridge bentBENT 3R×1linear transverse bent line
12'-1" MIN. Minimum dimension74'-7 15/16" DimensionN 2°-23'-16.7" E Bearing75'-10 15/16" Dimension1'-9 1/2" Dimension6'-0" Dimension6'-0" Dimension40'-0" Gutter to gutter width+27 more
p01_r07Elevation
- bentBENT 2×1two-column bent with rectangular capShown with a pile cap and three visible piles.
- bentBENT 3×1two-column bent with rectangular capShown with a pile cap and three visible piles.
192'-0" *** TOTAL LENGTH OF BRIDGE55'-0" *** span length82'-0" *** span length55'-0" *** span length151.00 elevation
Page 3
p03_r04 notesNotes
- intermediate bent2 AND 3×2Referenced as intermediate bents.
2-600 bar designation/quantity10'-0" length
Page 4
p04_r01 deck planPlan
- bentB.F.P.R. BENT 4linear support lineB.F.P.R. BENT 4 is identified at the right side of each deck-plan area.
55'-0" overall deck width18'-4" deck-width segment6'-6" fence post spacing9'-6" fence post spacing1'-0" end spacing1'-0" edgebeam width3'-0" endwall outside exterior beam8" fillet+21 more
Page 5
p05_r03 400 bars in top of slab overElevation
- intermediate bent×2tapered pedestal/pierTwo bents are visible below the deck slab.
58-600 top-of-slab reinforcement callout2 bars between each pair of 400 bars400 bar designation