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 it14
- 74'-7 15/16"Plan dimensionnot attributedp1 · bridge_1_right
- 1'-9 1/2"Minimum vertical clearancenot attributedp1 · bridge_1_right
- 40'-0"Gutter-to-gutter dimensionnot attributedp1 · bridge_1_right
- 43'-7"Gutter-out-to-out dimensionnot attributedp1 · bridge_1_right
- 6'-0"Plan dimensionnot attributedp1 · bridge_1_right
- 34'-0"Plan dimensionnot attributedp1 · bridge_1_right
- 22'-0"Plan dimensionnot attributedp1 · bridge_1_right
- 14'-1" MIN.Minimum dimensionnot attributedp1 · bridge_1_right
- 15'-0"Plan dimensionnot attributedp1 · bridge_1_right
- 55'-0"Span lengthnot attributedp1 · bridge_1_right
- 82'-0"Span lengthnot attributedp1 · bridge_1_right
- 55'-0"Span lengthnot attributedp1 · bridge_1_right
- 151.00elevationp1 · p01_r07 elevation of bridge spans bents and pile bents
- 81°-20'-05.0"anglep3 · p03_r01 existing track alignment
Notes on the sheets that carry it
- 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 INTERSECTI... AND B.F.P.R. OR ℄ BENT. ELEVATIONS ARE ALONG EASTBOUND AND WES... PROFILE GRADE LINES AT THE INTERSECTION OF ... PROFILE GRADE LINES AND B.F.P.R. OR CENTER...
- p1*** 4. MEASURED ALONG ℄ SR 21.
- p1* 5. LEFT BRIDGE: MINIMUM REQUIRED VERTICAL CLEARANCE = 23... EXISTING TRACK VERTICAL CLEARANCE CALCULA... FUTURE TRACK VERTICAL CLEARANCE CALCULA... RIGHT BRIDGE: MINIMUM REQUIRED VERTICAL CLEARANCE = 23... EXISTING TRACK VERTICAL CLEARANCE CALCUL... FUTURE TRACK VERTICAL CLEARANCE CALCULA...
- p1** 6. MINIMUM REQUIRED HORIZONTAL CLEARANCE = ...
- p1TEMPORARY SHORING AS NECESSARY, TYP.
- p1CHAIN LINK WIRE FENCE, TYP.
- p1TO BE REMOVED
- p11. ALL BENTS ARE PARALLEL TO ℄ CEN RAILWAY COMPANY.
- p1** 3. STATIONS ARE ALONG ℄ SR 21 AT INT AND B.F.P.R. OR ℄ BENT. ELEVATIONS ARE ALONG EASTBOUND A PROFILE GRADE LINES AT THE INTERS PROFILE GRADE LINES AND B.F.P.R. OR
- p1✳ 5. LEFT BRIDGE: MINIMUM REQUIRED VERTICAL CLEARAN EXISTING TRACK VERTICAL CLEARANCE FUTURE TRACK VERTICAL CLEARANCE RIGHT BRIDGE: MINIMUM REQUIRED VERTICAL CLEARAN EXISTING TRACK VERTICAL CLEARANCE FUTURE TRACK VERTICAL CLEARANCE
- p1✳✳ 6. MINIMUM REQUIRED HORIZONTAL CLEAR
- p3℄ FUTURE ACCESS ROAD
- p3℄ FUTURE TRACK
- p3℄ CENTRAL OF GEORGIA RAILROAD COMPANY EXISTING TRACK
- p3LIMITS OF LEFT BRIDGE
- p3LIMITS OF RIGHT BRIDGE
- p3BEGIN BRIDGE STA. 17+23.00
- p3END BRIDGE STA. 19+15.00
- p3TO US 25/SR 121
- p3TO GA HIGHWAY 23
- p3TO PERKINS
- p3TO MILLEN
Every crop it was read in — the drawing beside what the model took off it
Page 1
bridge_1_rightUnclear
- BentBENT 1L / BENT 1R×2B.F.P.R. end bent locations shown; end bent piles not shown.
- BentBENT 2L / BENT 2R×2Interior bent locations shown.
- BentBENT 3L / BENT 3R×2Interior bent locations shown.
- BentBENT 4L / BENT 4R×2B.F.P.R. end bent locations shown; end bent piles not shown.
12'-1" MIN. Minimum dimension74'-7 15/16" Plan dimension75'-10 15/16" Plan dimensionN. 2°-23'-16.7" Plan dimension1'-9 1/2" Minimum vertical clearance40'-0" Gutter-to-gutter dimension43'-7" Gutter-out-to-out dimension6'-0" Plan dimension+32 more
p01_r07 elevation of bridge spans bents and pile bentsElevation
- bentBENT 2×1vertical pier with rectangular capPile-supported bent shown.
- bentBENT 3×1vertical pier with rectangular capPile-supported bent shown.
192'-0" TOTAL LENGTH OF BRIDGE55'-0" span length82'-0" span length55'-0" span length151.00 elevation
Page 3
p03_r01 existing track alignmentPlan
- bentB.F.P.R. BENT 1L×1point symbol
- bentB.F.P.R. BENT 4L×1point symbol
- bentB.F.P.R. BENT 1R×1point symbol
- bentB.F.P.R. BENT 4R×1point symbol
305+50 station305+00 station304+50 station304+00 station303+50 station303+00 station302+50 station302+00 station+17 more