STANDARD HANDRAIL - extranet.vdot.state.va.us

1 2016 ROAD & BRIDGE standards . SEE ROAD PLANS. MAX. 6'-0" MAX. 6'-0" GRIPPING RAIL HR-1. FOR RETAINING. 4" " NPS PIPE PICKET WALL DETAILS. 4" " SOLID PICKET MAX. 6'-0" MAX. 6'-0". " DIA. SOLID STEEL SMOOTH. ROUND ROD (TYP.) OR. 42". 1" STANDARD PIPE. 36". 36". GROUNDING. ELECTRODE. ANCHOR. RAIL EXPANSION JOINTS AT 1'. BOLTS 4" INTERVALS NOT EXCEEDING 3" MAX. (TYP.). 30 FEET. 36". 1'-3" POSTS : 2" MIN. NPS ( " ) SCHEDULE 80 PIPE 12". RETAINING WALL RAILS : 2" MIN. NPS ( " ) SCHEDULE 40 PIPE MIN. EXPANSION JOINT PICKETS : " MIN. NPS ( " ) SCHEDULE 40 PIPE 3" MAX. OR " MIN. SOLID STEEL SMOOTH ROUND ROD. ANCHOR BOLTS. HR-1 TYPE II PEDESTRIAN RAILING. 36". (FOR USE ALONG SIDEWALKS AND RAMPS). SEE ROADWAY PLANS. 2" min. 12". OR TYPICAL SECTIONS. MIN. CONCRETE STEPS. FOR DISTANCE TO 1" NPS SCHEDULE 40 PIPE. POSTS : 1" MIN. NPS ( " ) SCHEDULE 80 PIPE. GRIPPING RAIL. SIDEWALK OR SHARED. RAILS : 1" MIN. NPS ( " ) SCHEDULE 40 PIPE. GROUNDING. USE PATH. ELECTRODE. 12" 2" min. HR-1 TYPE I HANDRAIL .

2 (FOR USE ALONG STEPS). MIN. NOTES. " SOLID STEEL. 1. THE CONTRATOR SHALL SUBMIT DRAWINGS DETAILING ALL. SMOOTH ROUND ROD. ASPECTS OF FABRICATION AND INSTALLATION OF RAILING, CONCRETE FOOTING TO INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE. BE DESIGNED BASED ON GRIPPING RAIL DETAIL ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL. 12" ANCHOR BOLTS BE SIGNED AND SEALED BY A PROFFESSIONAL ENGINEER, SOIL CONDITIONS. (FOR USE ALONG SIDEWALKS AND RAMPS). HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN. MIN. GRIPPING RAIL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF virginia . THE SIDEWALK OR RAMP GRADES ARE EQUAL 2. ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN. TO OR GREATER THAN 5 PERCENT. GRIPPING ACCORDANCE WITH THE CURRENT ROAD AND BRIDGE SPECIFICATIONS. EARTH FOUNDATION DETAIL RAIL WILL BE INCIDENTAL TO THE COST OF TO ACHIEVE A UNIFORM COATING ON ALL SURFACES VENTING AND. (FOR USE WITH TYPE II & III RAILINGS) THE RAILING. DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE.

3 SHOP DRAWINGS. 3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307, ASTM A563, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN. MAX. 6'-0" MAX. 6'-0" ACCORDANCE WITH AASHTO M314, GRADE 36. SEE ROAD PLANS. 4" " NPS PIPE PICKET 4". FOR RETAINING 4. A CHEMICAL ANCHOR SYSTEM FROM vdot 'S APPROVED MATERIAL. 4" WALL DETAILS. LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL. 4" " SOLID PICKET. BE INCLUDED IN THE SHOP DRAWINGS. 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, AND STEPS. 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. 54". 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. 8. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE. WITH ST'D. FE-6. 9. COMMERCIALLY AVAILABLE RAILING SYSTEMS MAY BE USED IN LIEU. OF DESIGNING AND FABRICATING THE RAILING. DOCUMENTATION FROM. ANCHOR THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE. 1'. RAIL EXPANSION JOINTS AT BOLTS MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE.

4 INTERVALS NOT EXCEEDING 3" MAX. INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN. 30 FEET. ACCORDANCE WITH NOTE 1. 1'-3" POSTS : 2" MIN. NPS ( " ) SCHEDULE 80 PIPE 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF. RETAINING WALL RAILS : 2" MIN. NPS ( " ) SCHEDULE 40 PIPE THE virginia UNIFORM STATEWIDE BUILDING CODE. EXPANSION JOINT. PICKETS : " MIN. NPS ( " ) SCHEDULE 40 PIPE 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR. OR " MIN. SOLID STEEL SMOOTH ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION. ELECTRODE WHERE IT MIGHT BE SUBJECT TO ANY VEHICULAR IMPACT. HR-1 TYPE III BICYCLE RAILING FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD. (FOR USE ALONG SHARED USE PATHS) BE USED. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. REFERENCE. STANDARD HANDRAIL ROAD AND BRIDGE standards . 105. 238 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF 1. 504 virginia department OF transportation 7/11.

5 2016 ROAD & BRIDGE standards .