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
Every dimension read for it2
- 25'-0"Minimum required horizontal clearancenot attributedp1 · p01_r11 notes of notes
- 25'-0"Minimum required horizontal clearancenot attributedp1 · p01_r11
Notes on the sheets that carry it
- p1TEMPORARY SHORING AS NECESSARY, TYP.
- p1TO BE REMOVED
- p1APPROXIMATE EXISTING GROUNDLINE
- p1NOTES:
- p11. ALL BENTS AR… RAILWAY
- p12. END BENT PILE…
- p1** 3. STATIONS ARE … AND B.F.P.R. O… ELEVATIONS A… PROFILE GRADE… PROFILE GRA…
- p1*** 4. MEASURED AL…
- p1⑤ 5. LEFT BRIDGE: MINIMUM REQU… EXISTING TRAC… FUTURE TRAC… RIGHT BRIDGE: MINIMUM REQU… EXISTING TRAC… FUTURE TRAC…
- p1**⑥ 6. MINIMUM REQU…
- p1CHAIN LINK WIRE FENCE, TYP.
- p1FRONT FACE OF WALL NO. 1
- p1FRONT FACE OF WALL NO. 2
- p1FUTURE GROUNDLINE
- p1℄ FUTURE ACCESS ROAD
- p1℄ EXISTING TRACK
- p1℄ FUTURE TRACK
- p1POINT OF MIN. VERT. CLEARANCE
- p1FUTURE POINT OF MIN. VERT. CLEARANCE
- p1MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN
- p1EL. 151.00, TYP.
- p11. ALL BENTS ARE PARALLEL TO ℄ CENTRAL OF GEORGIA RAILWAY COMPANY.
- p12. END BENT PILES NOT SHOWN.
- p1** 3. STATIONS ARE ALONG ℄ SR 21 AT INTERSECTION OF PGL AND B.F.P.R. OR ℄ BENT. ELEVATIONS ARE ALONG EASTBOUND AND WESTBOUND PROFILE GRADE LINES AT THE INTERSECTION OF PROFILE GRADE LINES AND B.F.P.R. OR CENTERLINE BENTS.
- p1*** 4. MEASURED ALONG ℄ SR 21.
- p1◎ 5. LEFT BRIDGE: MINIMUM REQUIRED VERTICAL CLEARANCE = 23'-6" EXISTING TRACK VERTICAL CLEARANCE CALCULATED = 24'-1" FUTURE TRACK VERTICAL CLEARANCE CALCULATED = 24'-1". RIGHT BRIDGE: MINIMUM REQUIRED VERTICAL CLEARANCE = 23'-6" EXISTING TRACK VERTICAL CLEARANCE CALCULATED = 24'-6" FUTURE TRACK VERTICAL CLEARANCE CALCULATED = 24'-7".
- p1◎◎ 6. MINIMUM REQUIRED HORIZONTAL CLEARANCE = 25'-0".
- p1** 3. STATIONS ARE ALONG ℄ SR 21 AT INTERSECTION OF PGL AND B.F.P.R. OR ℄ BENT.
- p1ELEVATIONS ARE ALONG EASTBOUND AND WESTBOUND PROFILE GRADE LINES AT THE INTERSECTION OF PROFILE GRADE LINES AND B.F.P.R. OR CENTERLINE BENTS.
- p1◎ 5. LEFT BRIDGE:
- p1MINIMUM REQUIRED VERTICAL CLEARANCE = 23'-6"
- p1EXISTING TRACK VERTICAL CLEARANCE CALCULATED = 24'-1"
- p1FUTURE TRACK VERTICAL CLEARANCE CALCULATED = 24'-1".
- p1RIGHT BRIDGE:
- p1EXISTING TRACK VERTICAL CLEARANCE CALCULATED = 24'-6"
- p1FUTURE TRACK VERTICAL CLEARANCE CALCULATED = 24'-7".
Every crop it was read in — the drawing beside what the model took off it
Page 1
p01_r06Table
- bentBENT 1×2One listed for LEFT BRIDGE and one for RIGHT BRIDGE.
- bentBENT 2×2One listed for LEFT BRIDGE and one for RIGHT BRIDGE.
- bentBENT 3×2One listed for LEFT BRIDGE and one for RIGHT 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
bridge_1_rightUnclear
- bentBENT 1L / BENT 1R×2line support in plan; end support in elevationShown as B.F.P.R. BENT 1L and B.F.P.R. BENT 1R in plan; B.F.P.R. BENT 1 is shown in elevation.
- bentBENT 2L / BENT 2R×2line support in plan; column and pile cap in elevationBent 2 is shown with a column, pile cap, and piles in elevation.
- bentBENT 3L / BENT 3R×2line support in plan; column and pile cap in elevationBent 3 is shown with a column, pile cap, and piles in elevation.
- bentBENT 4L / BENT 4R×2line support in plan; end support in elevationShown as B.F.P.R. BENT 4L and B.F.P.R. BENT 4R in plan; B.F.P.R. BENT 4 is shown in elevation.
12'-1" minimum clearance74'-7 15/16" distance2'-23'-16.7" distance75'-10 15/16" distance1'-9 1/2" point of minimum vertical clearance40'-0" gutter to gutter43'-7" out to out6'-0" distance+32 more
p01_r08Elevation
- interior pier bentBENT 2 **; BENT 3 **×2single rectangular column with capEach visible bent is supported on a pile cap.
- end bentB.F.P.R. BENT 1 **; B.F.P.R. BENT 4 **×2Shown at the respective bridge ends.
192'-0" *** TOTAL LENGTH OF BRIDGE55'-0" ***82'-0" ***55'-0" ***151.00 EL.
p01_r01 plan of bridge bents walls and rail crossingPlan
- bridge bentBENT 1L, BENT 2L, BENT 3L, BENT 4L, BENT 1R, BENT 2R, BENT 3R, BENT 4R×8linear bent lines, skewed in planBENT 2L, 3L, 2R, and 3R are identified by centerline callouts; the remaining bent locations are identified as B.F.P.R. bent locations.
12'-1" MIN. minimum dimension74'-7 5/16" dimensionN 2°-23'-16.7" E bearing75'-10 15/16" dimension1'-9 1/2" dimension6'-0" spacing6'-0" spacing40'-0" width+25 more
p01_r06 bent elevationsTable
- bridge bentBENT 1×2One bent listed for LEFT BRIDGE and one for RIGHT BRIDGE.
- bridge bentBENT 2×2One bent listed for LEFT BRIDGE and one for RIGHT BRIDGE.
- bridge bentBENT 3×2One bent listed for LEFT BRIDGE and one for RIGHT BRIDGE.
- bridge bentBENT 4×2One bent 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 elevation of bridge spans and bent piersElevation
- bentBENT 2×1vertical rectangular columnSupported on a rectangular pile cap.
- bentBENT 3×1vertical rectangular columnSupported on a rectangular pile cap.
192’-0” *** TOTAL LENGTH OF BRIDGE55’-0” *** span length82’-0” *** span length55’-0” *** span length151.00 elevation
p01_r08 elevation of bridge spans bents and fencingElevation
- bentB.F.P.R. BENT 1×1end support lineLeft bridge end support.
- bentBENT 2×1single-column pier with rectangular pile cap
- bentBENT 3×1single-column pier with rectangular pile cap
- bentB.F.P.R. BENT 4×1end support lineRight bridge end support.
192'-0" TOTAL LENGTH OF BRIDGE55'-0" span length82'-0" span length55'-0" span length151.00 elevation
p01_r11 notes of notesNotes
- bentsAll bents noted as parallel to ℄ CENTRAL OF GEORGIA RAILWAY COMPANY.
23'-6" Minimum required vertical clearance24'-1" Existing track vertical clearance calculated24'-1" Future track vertical clearance calculated23'-6" Minimum required vertical clearance24'-6" Existing track vertical clearance calculated24'-7" Future track vertical clearance calculated25'-0" Minimum required horizontal clearance
p01_r11Notes
- bentsAll bents are parallel to centerline of Georgia Railway Company.
23'-6" Minimum required vertical clearance24'-1" Existing track vertical clearance calculated24'-1" Future track vertical clearance calculated23'-6" Minimum required vertical clearance24'-6" Existing track vertical clearance calculated24'-7" Future track vertical clearance calculated25'-0" Minimum required horizontal clearance