4482 search results for fla

RClearingConstructionSite

Plate For Finish Requirements See General Notes Flanged Channel 2 Lb. Per Foot 1 Lockwasher, 1, Bracket Platform For Finish Requirements See General Notes Flanged Channel 2 Lb. Per Foot, FLANGED CHANNEL FRONT VIEW SIDE VIEW FLANGED CHANNEL FRONT VIEW BOTTOM VIEW END VIEW STEEL, ADAPTER PLATE TOP VIEW STEEL FLANGED CHANNEL SUPPORT POSTS OR PIPE POST TYPES SHOWN ON THIS INDEX SINGLE OR COMBINED WOOD, FLANGED CHANNEL D e p t h 2 4 " M a x . N o t e s S e e

RClearingConstructionSite

Plate For Finish Requirements See General Notes Flanged Channel 2 Lb. Per Foot 1 Lockwasher, 1, Bracket Platform For Finish Requirements See General Notes Flanged Channel 2 Lb. Per Foot, FLANGED CHANNEL FRONT VIEW SIDE VIEW FLANGED CHANNEL FRONT VIEW BOTTOM VIEW END VIEW STEEL, ADAPTER PLATE TOP VIEW STEEL FLANGED CHANNEL SUPPORT POSTS OR PIPE POST TYPES SHOWN ON THIS INDEX SINGLE OR COMBINED WOOD, FLANGED CHANNEL D e p t h 2 4 " M a x . N o t e s S e e

RClearingConstructionSite

Adapter Plate For Finish Requirements See General Notes Flanged Channel 2 Lb. Per Foot 1, Bracket Bracket Platform For Finish Requirements See General Notes Flanged Channel 2 Lb. Per, SIDE VIEW FLANGED CHANNEL FRONT VIEW SIDE VIEW FLANGED CHANNEL FRONT VIEW BOTTOM VIEW END VIEW, STEEL ADAPTER PLATE TOP VIEW STEEL FLANGED CHANNEL SUPPORT POSTS OR PIPE POST TYPES SHOWN ON THIS INDEX SINGLE OR COMBINED WOOD, FLANGED CHANNEL D e p t h 2 4 " M a x . N o t e s

460-473

OF RAILING be burned off 1" below existing concrete and grouted over. finished flat by grouting, Slab (Location Varies) Edge of Existing Approach (See Note 1) Transition Block shown, Flared, Existing Flared Wing Begin or End Bridge Front Face of Backwall & Begin or End Bridge Front Face, OR INTEGRAL SIDEWALK LESS THAN 6" THICK RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS, and on bridges with flared Approach Slab Curbs. Shape and height of Transition Block or Curb shall

460-472

" below existing concrete and areas and shall be finished flat by grouting or grinding as required, of similar) shown, Flared Curb remain (Parallel Curb Approach Slab Curb to Plans for Details, or Integral Sidewalk Wing Wall similar shown, Existing Parallel Existing Flared Wing Wall Begin or End, " THICK RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED SIDEWALKS SCHEME 2 (Existing, to maintain 2" top and side clearance ends with no opposing traffic and on bridges with flared Approach Slab

460-475

been removed shall match adjoining areas and shall be finished flat by Intermediate Deck Joints, 2) Double Dowel Bars 4D (10" similar) shown, Flared Curb remain (Parallel Curb Approach Slab, Flared Wing Wall Begin or End Bridge Front Face of Backwall & (Type Varies) Existing Traffic, OR FLARED CURBS WITH DETACHED SIDEWALKS SCHEME 2 (Existing Wing Post and Traffic Railing not shown, with no opposing traffic and on bridges with flared Approach Slab Curbs. Shape and height

460-476

match adjoining areas and shall be finished flat by at Intermediate Deck Joints Detail, Index 460-470, Block Embedment) (See Note 2) Double Dowel Bars 4D (10" shown, Flared Curb similar) remain, Wall shown, Existing Existing Flared Wing (Type Varies) Existing Wing Post (Type Varies, FOR PARALLEL OR FLARED CURBS WITH DETACHED SCHEME 2 (Existing Wing Post and Traffic Railing not shown, ends with no opposing traffic and on bridges with flared Approach Slab Curbs. Shape and height

460-472

" below existing concrete and areas and shall be finished flat by grouting or grinding as required, Existing Edge of similar) shown, Flared Curb remain (Parallel Curb Approach Slab Curb to Plans, Sidewalk or Integral Sidewalk Wing Wall similar shown, Existing Parallel Existing Flared Wing Wall, LESS THAN 6" THICK RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED SIDEWALKS, as required to maintain 2" top and side clearance ends with no opposing traffic and on bridges with flared

460-475

has been removed shall match adjoining areas and shall be finished flat by Intermediate Deck Joints, ) Double Dowel Bars 4D (10" similar) shown, Flared Curb remain (Parallel Curb Approach Slab Curb, Detached Sidewalk or Integral Sidewalk Wing Wall similar shown, Existing Parallel Existing Flared, (Last OR INTEGRAL SIDEWALKS LESS THAN 6" THICK RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS, with no opposing traffic and on bridges with flared Approach Slab Curbs. Shape and height of Transition Block

460-476

match adjoining areas and shall be finished flat by at Intermediate Deck Joints Detail, Index, ) Transition Block Embedment) (See Note 2) Double Dowel Bars 4D (10" shown, Flared Curb similar) remain, similar Wall shown, Existing Existing Flared Wing (Type Varies) Existing Wing Post (Type Varies, FOR PARALLEL OR FLARED CURBS WITH DETACHED SCHEME 2 (Existing Wing Post and Traffic Railing, clearance ends with no opposing traffic and on bridges with flared Approach Slab Curbs. Shape

460-472

existing concrete and areas and shall be finished flat by grouting or grinding as required, of similar) shown, Flared Curb remain (Parallel Curb Approach Slab Curb to Plans for Details, or Integral Sidewalk Wing Wall similar shown, Existing Parallel Existing Flared Wing Wall Begin or End, RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED SIDEWALKS SCHEME 2 (Existing, " top and side clearance ends with no opposing traffic and on bridges with flared Approach Slab

460-473

OF RAILING be burned off 1" below existing concrete and grouted over. finished flat by grouting, of Existing Approach (See Note 1) Transition Block shown, Flared Curb similar) remain (Parallel Curb, Sidewalk Parallel Wing Wall similar Wall shown, Existing Existing Flared Wing Begin or End Bridge, RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED SCHEME 2 (Existing Wing Post, to maintain 2" top and side clearance ends with no opposing traffic and on bridges with flared Approach

460-475

been removed shall match adjoining areas and shall be finished flat by Intermediate Deck Joints, (10" similar) shown, Flared Curb remain (Parallel Curb Approach Slab Curb to Plans for Details, or Integral Sidewalk Wing Wall similar shown, Existing Parallel Existing Flared Wing Wall Begin, OR INTEGRAL SIDEWALKS LESS THAN 6" THICK RAILING END TREATMENT FOR PARALLEL OR FLARED CURBS WITH DETACHED, and on bridges with flared Approach Slab Curbs. Shape and height of Transition Block or Curb shall

460-476

adjoining areas and shall be finished flat by at Intermediate Deck Joints Detail, Index 460-470, Embedment) (See Note 2) Double Dowel Bars 4D (10" shown, Flared Curb similar) remain (Parallel Curb, , Existing Existing Flared Wing (Type Varies) Existing Wing Post (Type Varies) Existing Traffic, OR FLARED CURBS WITH DETACHED SCHEME 2 (Existing Wing Post and Traffic Railing not shown for clarity, with no opposing traffic and on bridges with flared Approach Slab Curbs. Shape and height

Software User's Manual_8.2

Software User's Manual_9.0

SPI-515-051

be required for perpendicular or flared wingwalls at Begin and End Bridge. Provide existing railing

SPI-515-061

treatment details may be required for perpendicular or flared wingwalls at Begin and End Bridge

QuadGuard II Inspection Checklist

for Narrow (parallel) systems (p.38). Fender Panel gap is 1” or less for Wide (flared) systems (p.55

SPI-515-051

be required for perpendicular or flared wingwalls at Begin and End Bridge. Provide existing railing