LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD ......LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD...

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LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO SHEET NUMBER DWG. NO.: OF OF SHT. NO.: REV. NO.: CK'D DATE REV DESCRIPTION BY AP'D SCALE: DRAWN BY: DATE: WORK ORDER NO.: SCALE FACTOR: CHECKED BY: ARCHIVE NO.: COMPUTER FILE NO.: PROJECT MANAGER MANAGER - ARCH / ENGINEERING YARDLEY STATION WEST TRENTON LINE TRAIN STATION RECONSTRUCTION ARCHITECTURAL GUARDRAIL KEYPLAN, ELEVATIONS, AND DETAILS AS NOTED 1:1 10/12/15 AAN MHH 055-1302 A500 A500 A505 1 6 - 14AT-A-A500 - BID DATE PRINTED: 5/3/2016 8:26:02 AM S:\BRIDGESANDBUILDINGS_FACILITIESENGINEERING\PROJECTS\2014\14AT\ARCH\MATERIALS\(01) HAND AND GUARD RAILS\(02) BID DOCS\(11) 14AT-A-A500-A506_GUARDRAIL KEYPLAN, ELEVATIONS, DETAILS.DWG

Transcript of LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD ......LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD...

Page 1: LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD ......LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

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Railroad Track
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Railroad Track
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STAIR #2
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STAIR #1
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RAMP #1
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STAIR #4
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SIDEWALK RAILING
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Railroad Track
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Railroad Track
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STAIR #3
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RAMP #2
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SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
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EM&C DIVISION 1234 MARKET ST, 13TH FL, PHILADELPHIA, PA 19107
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GUARDRAIL KEYPLAN
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HAND AND GUARD RAIL SCHEDULE
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FABRICATION: : 1.SOME UNITS WILL BE LABELED AS "OPPOSITE HAND" OR "OH" WHICH MEANS THAT A SIMILAR SOME UNITS WILL BE LABELED AS "OPPOSITE HAND" OR "OH" WHICH MEANS THAT A SIMILAR UNIT WITH CONVERSE ANGLES IS REQUIRED. GUARD RAILS: 1.GUARD RAILS SHALL NOT BE LESS THAN 42" HIGH, MEASURED VERTICALLY ABOVE THE GUARD RAILS SHALL NOT BE LESS THAN 42" HIGH, MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE. 2.GUARD RAILS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4" IN GUARD RAILS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4" IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD RAIL HEIGHT. 3.FROM A HEIGHT OF 36" TO 42", GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE FROM A HEIGHT OF 36" TO 42", GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 3/8" IN DIAMETER. 4.GUARD RAILS SHALL BE DESIGNED TO RESIST A LOAD OF 50 POUNDS PER LINEAR GUARD RAILS SHALL BE DESIGNED TO RESIST A LOAD OF 50 POUNDS PER LINEAR FOOT APPLIED IN ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH SUPPORTS TO THE STRUCTURE. 5.GUARD RAILS SHALL BE ABLE TO RESIST A SINGLE CONCENTRATED LOAD OF 200 GUARD RAILS SHALL BE ABLE TO RESIST A SINGLE CONCENTRATED LOAD OF 200 POUNDS, APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH THE LOADS IN #4. 6.GUARD RAILS SHALL BE INSTALLED SO AS NOT TO ALLOW THE PASSAGE OF A GUARD RAILS SHALL BE INSTALLED SO AS NOT TO ALLOW THE PASSAGE OF A SPHERE 4" IN DIAMETER BETWEEN THE END POSTS. HAND RAILS: 1.HAND RAILS WITH GUARDS SHALL HAVE ALL ENDS CLOSED OFF AND RETURN TO GUARD, TOP HAND RAILS WITH GUARDS SHALL HAVE ALL ENDS CLOSED OFF AND RETURN TO GUARD, TOP AND BOTTOM. 2.BRACKETS ARE TO BE PROVIDED FOR EVERY POST AND AT A MAXIMUM OF 48" ON CENTER BRACKETS ARE TO BE PROVIDED FOR EVERY POST AND AT A MAXIMUM OF 48" ON CENTER AND AS SHOWN ON DRAWINGS. BRACKETS ARE TO BE WELDED TO THE HAND RAILS AND PRE-DRILLED FOR FIELD ATTACHMENT TO THE GUARD RAILS. GUARD RAILS SHALL ALSO BE PRE-DRILLED FOR BRACKET ATTACHMENT. HAND RAILS WILL BE MECHANICALLY ATTACHED TO GUARDS IN THE FIELD BY SEPTA WITH HOLLO-BOLTS PROVIDED BY THE FABRICATOR. HAND RAILS WITH BRACKETS AND GUARDS ARE TO SHIP SEPARATELY. 3.HAND RAILS SHALL BE CONTINUOUS FOR THE ENTIRE RAMP RUN INCLUDING HAND RAILS SHALL BE CONTINUOUS FOR THE ENTIRE RAMP RUN INCLUDING LANDINGS. 4.THE HAND RAIL SHALL BE A CONSISTENT HEIGHT OF 36" ABOVE RAMP AND THE HAND RAIL SHALL BE A CONSISTENT HEIGHT OF 36" ABOVE RAMP AND LANDING SURFACES FOR THE ENTIRE RUN. 5.CLEARANCE BETWEEN HAND RAIL AND ADJACENT SURFACES SHALL BE 1 1/2" CLEARANCE BETWEEN HAND RAIL AND ADJACENT SURFACES SHALL BE 1 1/2" MINIMUM. 6.RAMP HAND RAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING 12" RAMP HAND RAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING 12" MINIMUM BEYOND THE TOP AND BOTTOM OF RAMP RUNS. 7.RAMP HAND RAILS SHALL PROVIDE FOR EDGE PROTECTION THAT PREVENTS THE RAMP HAND RAILS SHALL PROVIDE FOR EDGE PROTECTION THAT PREVENTS THE PASSAGE OF A 4" DIAMETER SPHERE WHERE ANY PORTION OF THE SPHERE IS WITHIN 4" OF THE WALKING SURFACE. 8.HAND AND GUARD RAILS SHALL BE DESIGNED TO RESIST A LOAD OF 50 POUNDS HAND AND GUARD RAILS SHALL BE DESIGNED TO RESIST A LOAD OF 50 POUNDS PER LINEAR FOOT APPLIED IN ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH SUPPORTS TO THE STRUCTURE. 9.HAND AND GUARD RAILS SHALL BE ABLE TO RESIST A SINGLE CONCENTRATED HAND AND GUARD RAILS SHALL BE ABLE TO RESIST A SINGLE CONCENTRATED LOAD OF 200 POUNDS, APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE. THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH THE LOADS IN #8.
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HAND AND GUARD RAIL NOTES:
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STAIR SIDE A
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1 "x1 "x " STEEL 12"x1 "x " STEEL 12"x " STEEL 316" STEEL TUBE LEGS WITH OPEN BOTTOMS
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TYPE A1 GUARDRAIL ADJACENT
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PROVIDE " THK TABS AND THREADED BOLT 14" THK TABS AND THREADED BOLT HOLES FOR BOLTED CORNER CONNECTIONS
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REF:
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A
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A501
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GUARDRAIL ELEVATION TYPE A
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1/2" = 1'-0"
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2
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A502
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SCALE:
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FILE:
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REF:
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B
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A501
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GUARDRAIL ELEVATION TYPE B
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1/2" = 1'-0"
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SCALE:
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FILE:
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REF:
AutoCAD SHX Text
1
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A501
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PLAN-GUARD RAIL "E"
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1/2" = 1'-0"
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SCALE:
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FILE:
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REF:
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2
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A501
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PARTIAL ELEVATION-"E"
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1/2" = 1'-0"
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2
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A502
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A501
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3
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4
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2
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1
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1
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FILE:
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REF:
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C
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A501
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GUARDRAIL ELEVATION TYPE C
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1/2" = 1'-0"
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SCALE:
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FILE:
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REF:
AutoCAD SHX Text
D
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A501
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GUARDRAIL ELEVATION TYPE D
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1/2" = 1'-0"
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SCALE:
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FILE:
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REF:
AutoCAD SHX Text
3
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A501
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PARTIAL ELEVATION-"E"
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1/2" = 1'-0"
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SCALE:
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FILE:
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REF:
AutoCAD SHX Text
4
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A501
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PARTIAL ELEVATION-"E"
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1/2" = 1'-0"
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6
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A502
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AutoCAD SHX Text
TACTILE EDGE
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TYPE A1 GUARDRAIL ADJACENT
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TO OF TRACK
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PROVIDE (3) 4" 304 SS HD, SPRING LOADED, SELF-CLOSING HINGES WITH SELF TAPPING, TAMPER-RESISTANT SS SCREWS
AutoCAD SHX Text
STOP PLATE TYP.
AutoCAD SHX Text
2'-6 "W x 12"W x 1'-3 "H12"H
AutoCAD SHX Text
STD GUARDRAIL TYPE "A1"
AutoCAD SHX Text
WELD " THK STOP TABS 14" THK STOP TABS PROTRUDING 1" AT BTM AND MID RAILS.
AutoCAD SHX Text
INDEPENDENT POST
AutoCAD SHX Text
STD GUARDRAIL TYPE "A1"
AutoCAD SHX Text
CENTER AND WELD " THK SIGN BACKER 14" THK SIGN BACKER PLATE TO INSIDE FACE OF TUBES REFER TO A900 FOR SIGNAGE DETAILS
AutoCAD SHX Text
PROVIDE " THK TABS AND THREADED BOLT 14" THK TABS AND THREADED BOLT HOLES FOR BOLTED CORNER CONNECTIONS
AutoCAD SHX Text
2'-6 1/2"W x 1'-3 1/2"H
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1 "x 3 "x " 12"x 3 "x " 12"x " 316" INTERMEDIATE HORIZONTAL RAIL
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14" SIGN BACKER PLATE
AutoCAD SHX Text
WELD " SOLID SQ STL PICKETS TO 34" SOLID SQ STL PICKETS TO HORIZONTAL FRAME MEMBERS, WELD ALL (4) SIDES TOP AND BTM, 4" MAX PICKET SPACING
AutoCAD SHX Text
FABRICATE PERIMETER FRAME FROM 1 "x 1 "X " GALVANIZED, 12"x 1 "X " GALVANIZED, 12"X " GALVANIZED, 316" GALVANIZED, POWDER-COATED STL TUBES, PLUG ALL HOLES RELATED TO GALVANIZING PROCESS PRIOR TO COATING, FIELD WELDING IS UNACCEPTABLE. ALL CORNERS SHALL BE MITERED
AutoCAD SHX Text
SET POST IN 3 "DIA CAST HOLE, 12"DIA CAST HOLE, GROUT COMPLETELY WITH NON-METALLIC, NON-SHRINKING GROUT, CROWN TOP TO SLOPE AWAY FROM POST.
AutoCAD SHX Text
KEEP BOTTOM OF POST OPEN
AutoCAD SHX Text
FROM EDGE OF CONCRETE
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SET (1) " STAINLESS STEEL 516" STAINLESS STEEL HOLLO-BOLT W/SLEEVE PER TAB IN 9/16"DIA DRILLED HOLE, PROVIDE COUNTERSUNK AND SIZED APPROPRIATELY FOR FASTENING THICKNESS AND DEPTH. PROVIDE SEPARATELY FOR FIELD INSTALLATION.
AutoCAD SHX Text
WELD " THK PLATES AT ALL 14" THK PLATES AT ALL HORIZONTAL TUBES AT TOP, MIDDLE AND BTM
AutoCAD SHX Text
CUSTOM GALVANIZED AND POWDER COATED HANDRAIL BRACKET. PROVIDE AT A MAXIMUM OF 48" ON CENTER OR AS SHOWN ON DRAWINGS. WELD BRACKET TO HAND RAIL AND PRE-DRILL BOTH THE BRACKET AND GUARD RAIL FOR FIELD ATTACHMENT.
AutoCAD SHX Text
1 " OD GALVANIZED, 12" OD GALVANIZED, POWDER COATED STEEL TUBE HANDRAIL AND POSTS. PLUG ALL HOLES RELATED TO GALVANIZING PROCESS PRIOR TO COATING, FIELD WELDING IS UNACCEPTABLE PROVIDE FOR EXPANSION AND CONTRACTION AT ALL BREAKS IN RAMP/STAIR BELOW
AutoCAD SHX Text
1 " OD HANDRAIL, PROVIDE 12" OD HANDRAIL, PROVIDE FOR EXPANSION AND CONTRACTION AT ALL BREAKS IN GUARDRAIL RUNS
AutoCAD SHX Text
SET POST IN 3 "DIA CAST HOLE, 12"DIA CAST HOLE, GROUT COMPLETELY WITH NON-METALLIC, NON-SHRINKING GROUT, CROWN TOP TO SLOPE AWAY FROM POST.
AutoCAD SHX Text
KEEP BOTTOM OF POST OPEN
AutoCAD SHX Text
CUSTOM GALVANIZED AND POWDER COATED HANDRAIL BRACKET. PROVIDE AT A MAXIMUM OF 48" ON CENTER OR AS SHOWN ON DRAWINGS. WELD BRACKET TO HAND RAIL AND PRE-DRILL BOTH THE BRACKET AND GUARD RAIL FOR FIELD ATTACHMENT.
AutoCAD SHX Text
FROM EDGE OF CONCRETE
AutoCAD SHX Text
WELD " SOLID SQ STL PICKETS 34" SOLID SQ STL PICKETS TO HORIZONTAL FRAME MEMBERS, WELD ALL (4) SIDES TOP AND BTM, 4" MAX PICKET SPACING
AutoCAD SHX Text
1 " OD GALVANIZED, 12" OD GALVANIZED, POWDER COATED STEEL TUBE HANDRAIL AND POSTS. PLUG ALL HOLES RELATED TO GALVANIZING PROCESS PRIOR TO COATING, FIELD WELDING IS UNACCEPTABLE.
AutoCAD SHX Text
KEEP BOTTOM OF POST OPEN
AutoCAD SHX Text
SET POST IN 3 "DIA 12"DIA CAST HOLE, GROUT COMPLETELY WITH NON-METALLIC, NON-SHRINKING GROUT, CROWN TOP TO SLOPE AWAY FROM POST.
AutoCAD SHX Text
FROM EDGE OF CONCRETE
AutoCAD SHX Text
WELD " SOLID SQ STL 34" SOLID SQ STL PICKETS TO HORIZONTAL FRAME MEMBERS, WELD ALL (4) SIDES TOP AND BTM, 4" MAX PICKET SPACING
AutoCAD SHX Text
FABRICATE PERIMETER FRAME FROM 1 "x 1 "X 12"x 1 "X 12"X 316" GALVANIZED, POWDER- COATED STL TUBES, PLUG ALL HOLES RELATED TO GALVANIZING PROCESS PRIOR TO COATING, FIELD WELDING IS UNACCEPTABLE. ALL CORNERS SHALL BE MITERED
AutoCAD SHX Text
FABRICATE INTERMEDIATE HORIZONTAL RAIL FROM 1 "x 3 "x " GALV 12"x 3 "x " GALV 12"x " GALV 316" GALV POWDER-COATED STL TUBE
AutoCAD SHX Text
SET POST IN 3 "DIA CAST 12"DIA CAST HOLE, GROUT COMPLETELY WITH NON-METALLIC, NON-SHRINKING GROUT, CROWN TOP TO SLOPE AWAY FROM POST.
AutoCAD SHX Text
KEEP BOTTOM OF POST OPEN
AutoCAD SHX Text
FROM EDGE OF CONCRETE
AutoCAD SHX Text
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
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EM&C DIVISION 1234 MARKET ST, 13TH FL, PHILADELPHIA, PA 19107
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SCALE:
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FILE:
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REF:
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D
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A502
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PLAN-GUARD RAIL "G2"
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1/2" = 1'-0"
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SCALE:
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FILE:
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REF:
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E
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A502
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PARTIAL ELEVATION- "G2"
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1/2" = 1'-0"
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SCALE:
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FILE:
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REF:
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A
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A502
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PLAN-GUARD RAIL "G1"
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1/2" = 1'-0"
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SCALE:
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FILE:
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REF:
AutoCAD SHX Text
B
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A502
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PARTIAL ELEVATION- "G1"
AutoCAD SHX Text
1/2" = 1'-0"
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SCALE:
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FILE:
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REF:
AutoCAD SHX Text
C
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A502
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PARTIAL ELEVATION- "G1"
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1/2" = 1'-0"
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SCALE:
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FILE:
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REF:
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F
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A502
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PARTIAL ELEVATION- "G2"
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1/2" = 1'-0"
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SCALE:
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FILE:
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REF:
AutoCAD SHX Text
2
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A502
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SECTION-TYPICAL GUARD RAIL
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1 1/2" = 1'-0"
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SCALE:
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FILE:
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REF:
AutoCAD SHX Text
6
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A502
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SECTION-GUARD RAIL TYPE "B"
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1 1/2" = 1'-0"
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SCALE:
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FILE:
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REF:
AutoCAD SHX Text
1
AutoCAD SHX Text
A502
AutoCAD SHX Text
DETAIL-CORNER CONNECTION
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3" = 1'-0"
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SCALE:
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FILE:
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REF:
AutoCAD SHX Text
3
AutoCAD SHX Text
A502
AutoCAD SHX Text
SECTION - HAND RAIL
AutoCAD SHX Text
1 1/2" = 1'-0"
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SCALE:
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FILE:
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REF:
AutoCAD SHX Text
5
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A502
AutoCAD SHX Text
SECTION - HAND RAIL W/ GUARD
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1 1/2" = 1'-0"
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SCALE:
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FILE:
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REF:
AutoCAD SHX Text
4
AutoCAD SHX Text
A502
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SECTION - WALL MOUNTED HAND RAIL
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1 1/2" = 1'-0"
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2
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A502
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A502
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C
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B
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2
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E
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F
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1
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DN
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SLOPE 1:13
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SLOPE 1:13
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HANDRAIL EXTENSION
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HANDRAIL EXTENSION
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DN
AutoCAD SHX Text
ADJACENT GUARDRAIL, SEE A500 FOR TYPE
AutoCAD SHX Text
WRAP HANDRAIL
AutoCAD SHX Text
ADJACENT GUARDRAIL SEE A500 FOR TYPE
AutoCAD SHX Text
ALIGN HANDRAIL SPLICE JOINTS AT RAMP JOINTS
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HAND RAIL EXTENSION
AutoCAD SHX Text
EXTEND LANDING UNIT HANDRAILS ON ANGLE EACH SIDE TO CONNECT TO THE NEXT SLOPED UNIT
AutoCAD SHX Text
EXTEND LANDING UNIT HANDRAILS ON ANGLE EACH SIDE TO CONNECT TO THE NEXT SLOPED UNIT
AutoCAD SHX Text
CUSTOM ATTACHMENT BRACKET TYPICAL MIN (3) PER SECTION
AutoCAD SHX Text
ALIGN HAND RAIL SPLICE JOINTS FOR INTERMEDIATE UNITS AT RAMP JOINTS
AutoCAD SHX Text
DN
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UP
AutoCAD SHX Text
UPPER HANDRAIL
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UPPER HANDRAIL WITH GUARD
AutoCAD SHX Text
TRANSITION TO UPPER HANDRAIL WITH GUARD
AutoCAD SHX Text
TRANSITION TO LANDING HANDRAIL WITH SLIP JOINT. PROVIDE FOR SUPPORT AT EACH SIDE OF BREAK
AutoCAD SHX Text
60" ADACLEARANCE
AutoCAD SHX Text
LOWER HANDRAIL WITH GUARD
AutoCAD SHX Text
LOWER HANDRAIL
AutoCAD SHX Text
TRANSITION TO LOWER HANDRAIL
AutoCAD SHX Text
LANDING HANDRAIL TRANSITION
AutoCAD SHX Text
TRANSITION TO LANDING HANDRAIL WITH SLIP JOINT. PROVIDE FOR SUPPORT AT EACH SIDE OF BREAK
AutoCAD SHX Text
ALIGN HAND RAIL SPLICE JOINTS FOR INTERMEDIATE UNITS AT RAMP JOINTS
AutoCAD SHX Text
ALIGN HAND RAIL SPLICE JOINTS FOR INTERMEDIATE UNITS AT RAMP JOINTS
AutoCAD SHX Text
ALIGN HANDRAIL SPLICE JOINTS AT RAMP JOINTS
AutoCAD SHX Text
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
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EM&C DIVISION 1234 MARKET ST, 13TH FL, PHILADELPHIA, PA 19107
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SCALE: 1/2"=1'-0"
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2
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0
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1
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2
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SCALE:
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FILE:
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REF:
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1
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A503
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PLAN-TYPICAL RAMP
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1/2" = 1'-0"
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A503
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A
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B
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SCALE:
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FILE:
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REF:
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A
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A503
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ELEVATION-TYPICAL RAMP HAND RAIL
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1/2" = 1'-0"
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SCALE:
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FILE:
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REF:
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B
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A503
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ELEVATION-TYPICAL RAMP HAND RAIL WITH GUARD
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1/2" = 1'-0"
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3
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A502
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2
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SCALE:
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FILE:
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REF:
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HR1
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HR4
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HR1
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GR4
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HR5
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GR5
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REF:
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D
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GR6 ELEVATION - RAMP HAND RAIL WITH GUARD
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1/2" = 1'-0"
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SCALE:
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FILE:
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REF:
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C
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1/2" = 1'-0"
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GR1
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GR2
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GR3
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GR4
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PROJECT MANAGER

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AutoCAD SHX Text
LANDING
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FABRICATE LANDING UNIT HAND RAIL TO CONNECT TO TOP AND BTM RUN HAND RAILS. CONNECT WITH SLIP JOINT
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1 "x1 "x " STEEL 12"x1 "x " STEEL 12"x " STEEL 316" STEEL TUBE LEGS WITH OPEN BOTTOMS
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1 "x1 "x " STL 12"x1 "x " STL 12"x " STL 316" STL PERIMETER FRAME
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1 "x3 "x " STEEL 12"x3 "x " STEEL 12"x " STEEL 316" STEEL HORIZONTAL INTERMEDIATE BAR
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MITER ALL CORNERS TYP.
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34" SQ PICKETS, EVENLY SPACED WITH 3 " MAX OPENING34" MAX OPENING
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WRAPPED HANDRAIL
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LANDING
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WRAPPED HANDRAIL
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LANDING
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HAND RAIL EXTENSION
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PLATFORM
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LANDING
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TYPE E GUARDRAIL ADJACENT
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WRAP HANDRAIL
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HANDRAIL EXTENSION
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HANDRAIL EXTENSION
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DN
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DN
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TYPE A GUARDRAIL ADJACENT
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SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
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EM&C DIVISION 1234 MARKET ST, 13TH FL, PHILADELPHIA, PA 19107
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SCALE: 1 1/2"=1'0"
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12
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0
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6
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12
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SCALE:
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FILE:
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REF:
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2
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A504
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STAIR #1 - ELEVATION A
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1/2" = 1'-0"
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SCALE:
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REF:
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3
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STAIR #1 - ELEVATION B
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1/2" = 1'-0"
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SCALE:
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FILE:
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REF:
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4
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STAIR #1 - ELEVATION C
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1/2" = 1'-0"
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SCALE:
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FILE:
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REF:
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STAIR #1 - ELEVATION D
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1/2" = 1'-0"
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5
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A502
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3
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A502
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SCALE:
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REF:
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ELEVATION: STAIR LANDING UNIT
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1/2" = 1'-0"
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2
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4
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3
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REF:
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A
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A504
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STAIR #1 - PLAN
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1/2" = 1'-0"
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1
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3
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ARCHIVE NO.:

COMPUTER FILE NO.:

PROJECT MANAGER

MANAGER - ARCH / ENGINEERING

YARD

LEY

STAT

ION

WE

ST

T

RE

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LIN

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AILS

AS NOTED 1:110/12/15

AAN

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055-1302

A505A505 A505

6 6

-

14AT-A-A505 -

BIDDA

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D: 5/

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6 8:26

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S:\BR

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AutoCAD SHX Text
LANDING
AutoCAD SHX Text
LANDING
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LANDING
AutoCAD SHX Text
HAND RAIL EXTENSION
AutoCAD SHX Text
PLATFORM
AutoCAD SHX Text
TYPE A GUARDRAIL ADJACENT
AutoCAD SHX Text
HANDRAIL EXTENSION
AutoCAD SHX Text
HANDRAIL EXTENSION
AutoCAD SHX Text
TYPE A GUARDRAIL ADJACENT
AutoCAD SHX Text
WRAP HANDRAIL
AutoCAD SHX Text
DN
AutoCAD SHX Text
HANDRAIL EXTENSION
AutoCAD SHX Text
HANDRAIL EXTENSION
AutoCAD SHX Text
TYPE G1 GUARDRAIL ADJACENT
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TYPE A GUARDRAIL ADJACENT
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DN
AutoCAD SHX Text
LANDING
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UP
AutoCAD SHX Text
HANDRAIL EXTENSION
AutoCAD SHX Text
HANDRAIL EXTENSION
AutoCAD SHX Text
SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY
AutoCAD SHX Text
EM&C DIVISION 1234 MARKET ST, 13TH FL, PHILADELPHIA, PA 19107
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12
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0
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6
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12
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5
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A502
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SCALE:
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FILE:
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REF:
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3
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A505
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STAIR #3 - ELEVATION
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1/2" = 1'-0"
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SCALE:
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FILE:
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REF:
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1
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A504
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STAIR #2 - ELEVATION A
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1/2" = 1'-0"
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3
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A502
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SCALE:
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FILE:
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REF:
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2
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A504
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STAIR #2 - ELEVATION B
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1/2" = 1'-0"
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5
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A502
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A505
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1
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REF:
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A
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A505
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STAIR #2 - PLAN
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1/2" = 1'-0"
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A505
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3
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3
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SCALE:
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REF:
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B
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A505
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STAIR #3 - PLAN
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1/2" = 1'-0"
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OPP. HAND
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SCALE:
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FILE:
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REF:
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C
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A505
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STAIR #4 - PLAN
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1/2" = 1'-0"
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SCALE:
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FILE:
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REF:
AutoCAD SHX Text
4
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A505
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STAIR #4 - ELEVATION
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1/2" = 1'-0"
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A505
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4
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4
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OPP. HAND
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5
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A502