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The ontology would need an endwall class.
How the sheets named it
Every dimension read for it6
- 1'-6" ft-inEndwall thickness (interior)p4 · p04_r01 title block
- 1'-6" ft-inEndwall thicknessp4 · p04_r01
- 1'-6"Endwall dimension (other)p6 · p06_r01 title block
- 1'-6" ft-inEndwall widthp6 · p06_r01
- 3'-0" ft-inEndwall heightp8 · p08_r01
- 1'-6" ft-inEndwall heightp8 · p08_r01
Notes on the sheets that carry it
- p43'-0" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.
- p48" FILLET, TYP.
- p4B.F.P.R. BENT 1
- p412" PAVING REST
- p41'-6" ENDWALL
- p41'-0" EDGEBEAM, TYP.
- p410" CONCRETE DIAPHRAGM, TYP.
- p481°-20'-05.0", TYP.
- p4CONSTRUCTION CL SR 21
- p481°-20'-05.0"
- p4FENCE POST SPACING
- p4END POST
- p6B.F.P.R. BENT 4
- p6CONSTRUCTION ℄ SR 21
- p6PGL WESTBOUND
- p6PGL EASTBOUND
- p6N 83°-43'-21.7" E
- p8NOTE: BARS 401, 504 SERIES, 505, AND 506 SERIES NOT SHOWN
- p8FENCE NOTES:
- p81. FENCE SHALL BE 9 GAGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.
- p82. CAST 4" DIA. GALVANIZED SLEEVE IN THE PARAPET. ALLOW NON-SHRINK, NON-METALLIC GROUT TO CURE FOR THREE DAYS BEFORE FENCE FABRIC IS INSTALLED.
- p83. APPLY GALVANIZING REPAIR COMPOUND, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATION 645, TO ENDS OF 4" DIA. GALVANIZED SLEEVES.
- p84. PROVIDE EXPANSION SLEEVE FOR ALL RAILS TO MATCH SUPERSTRUCTURE JOINTS.
- p85. FASTEN FABRIC TO POSTS AT INTERVALS NOT GREATER THAN 14".
- p86. SPACE POSTS AT A MINIMUM OF 7'-0" AND A MAXIMUM OF 10'-0". PLACE POSTS 1'-0" MINIMUM FROM JOINTS IN BARRIER. SEE DECK PLAN FOR POST SPACING.
- p87. FOR FURTHER DETAILS, SEE GEORGIA DOT SPECIFICATIONS SECTIONS 643 AND 894.
- p8WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS
- p8SLAB REINFORCEMENT NOT SHOWN
- p8END BENT 1 SHOWN, END BENT 4 SIMILAR
- p8* NON-SHRINK, NON-METALLIC PORTLAND CEMENT GROUT IN ACCORDANCE WITH ASTM C1107, TROWEL TO PROVIDE POSITIVE DRAINAGE.
- p8REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.
- p12ℂ BEARING PAD = ℂ BEVELED SHIM PLATE
- p12ℂ BEARING
- p12ℂ BEAM
- p12B.F.P.R.
Every crop it was read in — the drawing beside what the model took off it
Page 4
p04_r01 title blockPlan
- Endwall×4linear/rectangularconcreteTwo types called out: '3'-0" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.' and '1'-6" ENDWALL'
55'-0" ft-in Overall deck width (top span)18'-4" ft-in Segment width9'-6" ft-in Beam spacing6'-6" ft-in End segment1'-0" ft-in Edge offset40'-0" ft-in Gutter to gutter width43'-7" ft-in Out to out width1'-9 1/2" ft-in Offset from gutter to out+27 more
p04_r01Plan
- Endwall×4linear, at ends of spanconcreteTwo sizes noted: 3'-0" endwall outside exterior beam (typ.) and 1'-6" endwall
55'-0" ft-in Overall deck width18'-4" ft-in Panel spacing9'-6" ft-in Bar spacing6'-6" ft-in End spacing1'-0" ft-in Edge offset5'-0" ft-in Bearing pad spacing8" in Fillet thickness10" in Diaphragm thickness+22 more
Page 6
p06_r01 title blockPlan
- Endwall×4linear, angledconcreteTwo sizes noted: '3'-0" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.' and '1'-6" ENDWALL', two each (one per deck end)
55'-0" Overall deck width, top deck18'-4" Beam bay spacing (3 bays)6'-6", 9'-6", 9'-6", 9'-6", 9'-6", 9'-6" Fence post spacing sequence1'-0" End dimension81°-20'-05.0" Skew angle10" Diaphragm thickness8" Fillet dimension1'-0" Edgebeam width+20 more
p06_r01Plan
- Endwall×4linear, 1'-6" and 3'-0" widthsconcrete (implied)1'-6" endwall and 3'-0" endwall outside exterior beam, at both ends of each roadway.
55'-0" ft-in Overall deck width18'-4" ft-in Segment width6'-6" ft-in Fence post spacing9'-6" ft-in Fence post spacing1'-0" ft-in Fence post spacing (end)5'-0" ft-in Post bracket spacing81°-20'-05.0" degrees-min-sec Skew angle10" in Diaphragm thickness+33 more
Page 8
p08_r01 for further details see georgia dot specDetail
- Endwall3'-0" ENDWALL×1rectangular/taperedreinforced concreteShown in Section Thru Endwall at left side of deck
- Endwall1'-6" ENDWALL×1rectangular/taperedreinforced concreteShown in Section Thru Endwall, inboard of 3'-0" endwall
1 1/2 in Overhang width1'-8" ft-in Width34'-0" ft-in Width6'-8" ft-in Width1'-1" ft-in Width3'-6" ft-in Barrier height at right2 % Cross slope1 in Gap min.+36 more
p08_r01Detail
- Endwall3'-0" ENDWALL×1rectangular/taperedreinforced concreteLarger endwall shown at left of section thru endwall
- Endwall1'-6" ENDWALL×1rectangular/taperedreinforced concreteSmaller endwall shown at right side of deck
1 1/2 in Width1'-8" ft-in Width34'-0" ft-in Length6'-8" ft-in Width1'-1" ft-in Width3'-6" ft-in Height2% % Slope1" in Gap+37 more
Page 12
p12_r01 endwallPlan
- Endwall×1trapezoidalSkewed plan outline labeled ENDWALL, bounded by B.F.P.R. line
1 in Shim plate thickness/offset
p12_r01Plan
- Endwall×1Labeled with B.F.P.R. callout at edge of skewed wall.
1 in Offset dimension