front view back view detail a - plan view universal … · and flat washer …"d bolt with nut...
TRANSCRIPT
2’-0"
4"
2�" 2�"
3�"
1�"
2�"
4�"
3’-0"
2’-0"
�"
1�"
4"
2’-3"
2�" 3" 3" 3" 3�" 3" 3" 3"
2�" 3" 3" 3" 3�" 3" 3" 3"
2’-3"
6"
�"
3"
4’-0"
7’-0"
2’-
3"
1’-0"
2�"
�"
2�"
1�"
5"
2’-0"
2’-9"
4"
GROUND LINE
� 2-10
� 2
c BEAMB-U1Vb
c BEAM
TYPICAL SPLICE
GROUND LINE
TYPICAL
SPLICEEND COVER PLATE
WELD OR DRIVE FIT
(SEE SKETCH "D")
STANDARD BOX BEAM SPLICE
PLATE USED AS STIFFENER
BOLT ONE SIDE ONLY
CUT BOTTOM, SIDES, BEND
DOWN, AND TACK WELD
TWO LOWER CORNERS
26.4
4.6
1
1
� 2
BOX BEAM
c
SPLICE PLATE PAY LIMIT FOR
GUIDE RAILING
2
1
c
c
TACK WELDNOTE: WELD OR GALVANIZING
PROTRUSIONS NOT PERMITTED
ON TOP OR BOTTOM INSIDE
WALLS IN SPLICE AREA
� 2
� 2-10
PERMISSIBLE TO CUT
ALONG THIS LINE FOR
DRIVING (TYPICAL ON
ALL GUIDE RAIL POST)
NOTE: UNLESS OTHERWISE
SPECIFIED HOLE DIAMETERS
ARE �"
c POST c POST
3�"
3"
3"
3�"
6"
8"
c POST c POST
(SEE DETAIL B)
6-�"
2"+
/-
1’-0"
6"6"
� 2
SEE UNIVERSAL POST DETAILS
HOLE FOR ALTERNATE REFLECTOR
MOUNTING (BOX BEAM)
ALTERNATE REFLECTOR MOUNTING
OR W-BEAM SUPPORT BOLT HOLE
HOOK BOLT HOLE (CABLE)
REFLECTOR HOLE
HOOK BOLT HOLE (CABLE)
�" X 8" X 24"
STEEL PLATE
FRONT VIEW BACK VIEW
FRONT VIEW BACK VIEW
c POSTc POST
UNIVERSAL POST DETAILS
UNIVERSAL POSTELEVATION TYPICAL
EXTRA LONG POST
ANCHOR POST ASSEMBLY
(TYPE II END ASSEMBLY)
SKETCH "D" BOX BEAM
END COVER PLATE
DETAIL "B" SPLICE PLATE SHOWING �"
HEX NUTS WELDED TO PLATE
TYPICAL SPLICE DETAIL
PLAN
ELEVATION TYPE I END ASSEMBLY
END OF TYPE II END ASSEMBLY
L 5" X 3�" X �"
PERMISSIBLE TO CUT ALONG
THIS LINE FOR DRIVING
(TYPICAL ON ALL GUIDE RAIL POSTS)
(SEE NOTE 6)
S3 X 5.7 POST
3" X �" SLOTS
20
�"
A
A
�" X 8" X 24"
STEEL PLATE
�"
c POST
�" X 8" X 24"
STEEL SOIL PLATE
TS 6" X 6"
BOX BEAM
TS 6" X 6" X �"
GALVANIZED STEEL
BOX BEAM
S3X5.7 POST
TS 6" X 6" X �"
CONTINUOUS HOLLOW
STRUCTURAL STEEL TUBE
S3 X
5.7
PO
ST
5’-
5" I
N L
EN
GT
H
S3 X 5.7 POST
TS 6" X 6" X �"
CONTINOUS HOLLOW STRUCTURAL
STEEL TUBE
2’-0"
STEEL L 5" X 3�"
X �" WITH 2" X
�" SLOT
SEE ELEVATION OF TYPE II ASSEMBLY FOR RAIL
MOUNTING HEIGHT AT POINT OF NEED
c POST
�"d X 3"
SLOT IN STEEL
FOR �" BOLT
RAIL NOT ATTACHED
TO SHELF ANGLE AT
THIS POST
�"
�" X 8" X 24"
SOIL PLATE
�" X 8" X 24"
SOIL PLATE
�" X 8" X 24"
SOIL PLATE
GROUND LINE
�" BOLT 9�" LONG
WITH WASHER
NUT WITH WASHER
5�"
2’-0"
2’-0"
5�"
5�"
5’-0"4’-0"3’-0"
4"
6’-0" (TYP.) (SEE NOTE 2)
8"
2’-3"
8"
8"
2’-11"
5’-
3"
2’-3"
1’-0"
43"
PAY LIMIT FOR END ASSEMBLY EACH UNIT
8"
ONLY THESE HOLES TO BE TAPPED FOR �"-10 NC BOLTS
�"
6"
6"
5"
36
" M
IN.
IN A
LL
SE
CT
ION
S
S3 X 5.7 POST
11"
43"u
6"
GENERAL NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
PROVIDE �"d DRAIN HOLE
TACK WELD �" HEX NUTS
SECTION A-A
SPLICE PLATE SHOWING
TAPPED BOLT HOLES
SECTION A-A
SPLICE PLATE SHOWING
�" HEX NUTS WELDED
TO PLATE
�"d BOLT WITH NUT
AND FLAT WASHER
�"d BOLT WITH NUT AND
FLAT WASHER (�"d HOLE
IN BEAM AND STEEL ANGLE)
�"d HOLE
END COVER
PLATE WELD OR DRIVE
FIT (SEE SKETCH D)
DETAIL "A" - PLAN VIEW
�" X 8" X 24"
STEEL SOIL PLATE
(NOT REQUIRED IN ROCK)
ELEVATION TYPICAL TANGENT SECTION
1�"38�"u
�"d HOLE IN POSTS AND BEAM
FOR �" BOLT 9�" LONG
�" X 8" X 24"
STEEL SOIL PLATE
(SEE DETAIL A)
S3 X 5.7 ANCHOR
7�"
45%%d
TYPE 1 ANCHOR POST DETAIL
4"
�"d
8"
(2)- W-BEAM MOUNTING HOLES
HOLES THRU OPPOSING FLANGE
TO PERMIT USE AS MEDIAN
BARRIER POST 1�" C.C.
�"
5�" X 5�" X �"
GALVANIZED STEEL PLATE
WELD OR DRIVE FIT
GAP �" TO �"
DETAIL "B" SPLICE PLATE SHOWING
TAPPED BOLT HOLES
�" PLATE
WITH 8-�"d
HOLES
6�"
3"
3" X �" SLOTS
S3 X 5.7 POST
c POST
(2)- �"d HOLES
IN POST 1�" C.C.
FOR �" BOLT
(2)- �"d HOLES(2)- �"d HOLES
2�" C.C. IN STEEL "L"
(2)- �"d HOLES
IN POST 1�" C.C.
FOR �" BOLTS
�" PLATE
WITH (8)-�"d
HOLES
(2)- �"d HOLES
2�" C.C. IN STEEL "L"
(2)- �"d HOLES FOR MOUNTING
BOX BEAM 1�" C.C.
(8)- �" BOLTS 2" LONG
ASTM A325 WITH F436
WIDE WASHERS (TYP.)
1�"d HOLES IN BOX BEAM
(TOP AND BOTTOM)
(2)- �"d BOLTS
�" 2"
�" 2" �" 2"-10"
�"d BOLT 7�" LONG WITH
NUT AND (2)- FLAT WASHERS
(�"d HOLE)
�"
�"
NOTE:
THE RAIL MOUNTING HEIGHT OF ALL GUIDE RAIL OR MEDIAN BARRIER PLACED BEHIND CURB (REGARDLESS OF THE CURB HEIGHT OR SPEED)
SHALL BE MEASURED FROM THE PAVEMENT SURFACE WHEN THE OFFSET IS 9" OR LESS AND TO THE GROUND SURFACE UNDER THE FACE OF
THE RAIL WHEN THE OFFSET IS GREATER.
POST SPACING SHALL BE 6’-0" EXCEPT WHERE REDUCED POST SPACING IS INDICATED ON THE
CONTRACT PLANS. POSTS ARE CONNECTED TO RAIL AT 6’-0" SPACING. WHEN 36" OR 24"
REDUCED POST SPACING IS REQUIRED, PAYMENT FOR ADDITIONAL POSTS ASSOCIATED WITH
REDUCED POST SPACING WILL BE MADE UNDER EITHER THE PAY ITEM FOR BACKUP POSTS
FOR GUIDE RAIL OR THE PAYMENT FACTORS SPECIFIED IN CONTRACT DOCUMENTS.
SEE BRIDGE PLANS FOR GUIDE RAIL DETAILS, POST SPACING AND PAY ITEMS FOR
TRANSITIONS AND CONNECTIONS TO BRIDGE RAIL.
FOR MATERIAL REQUIREMENTS AND CONS RUCTION DETAILS, SEE SPECIFICATIONS FOR
GUIDE RAILING IN SECTION 606.
THE LINE OF BOX BEAM GUIDE RAIL, WHEN COMPLETED, SHALL PRESENT A SMOOTH
AND PLEASING GRADE LINE IN BOTH HORIZONTAL AND VERTICAL PLANES.
CURVED BOX BEAM GUIDE RAIL WITH A RADIUS OF 720’ OR LESS SHALL BE SHOP
WORKED TO THE REQUIRED CURVATURE, AND PAYMENT FOR SUCH CURVED LENGTHS
MADE UNDER THE APPROPRIATE ITEM FOR BOX BEAM GUIDE RAIL (SHOP CURVED).
BACKUP MAY REMAIN IN PLACE.
72’-0" APPROACH AND TERMINAL ENDS SHOULD BE TERMINATED WITH A TYPE I END ASSEMBLY
EXCEPT WHEN TERMINATED IN A BACK SLOPE, AND MAY BE INCLUDED AS PART OF THE 72’-0"
APPROACH AND TERMINAL END.
THE TYPE II END ASSEMBLY MAY BE USED AT DRIVEWAYS, SIDEWALKS AND OTHER RESTRICTED
AREAS WHERE THE 72’-0" APPROACH OR TERMINAL END CANNOT BE ACCOMMODATED. LOCATIONS
OF THE TYPE II END ASSEMBLY SHALL BE GIVEN IN THE CONTRACT DOCUMENTS. THE TYPE II END
ASSEMBLY SHALL BE FLARED BACK AS SHOWN IN THE DETAILS. THE CONTRACTOR HAS THE OPTION
OF USING EITHER METHOD #1 OR METHOD #2 TO ACHIEVE THE FLARE. WHEN METHOD #2 IS SELECTED,
THERE WILL BE NO ADDITIONAL PAYMENT FOR THE RAIL CURVATURE. WHEN RESTRICTIVE CONDITIONS
DO NOT PERMIT THE STANDARD SET BACK OF 33", THE FLARE RATE SHALL BE FLATTENED TO
ACCOMMODATE THE REDUCED SET BACK. TO REDUCE THE FLARE USING METHOD #1 FIRST FLATTEN
THE FLARE RATE OF THE 27’-0" END ASSEMBLY, ONCE THE 27’-0" END ASSEMBLY AND THE ADJACENT
18’-0" BOX BEAM ELEMENT IS IN A STRAIGHT LINE FURTHER REDUCTION OF THE SET BACK IS
ACHIEVED BY FLATTENING THE FLARE, OF THE ENTIRE 27’-0" SECTION. TO REDUCE THE FLARE RATE
AND SET BACK USING METHOD #2 REDUCE THE CURVE RATE IN THE CURVED 18’-0" RAIL ELEMENT.
FLARE AND SET BACK FOR METHOD #1 IS ACCOMPLISHED BY UTILIZING PLAY IN THE SPLICE PLATES.
IF SPLICE PLATES WILL NOT ACCOMMODATE THE DESIRED FLARE AND OFFSET, THE CORNERS
AND/OR WIDTH OF THE PLATE SHALL BE REDUCED BY GRINDING (PER EIC) AND THE GALVANIZING
FIELD REPAIRED PER y719-01.
4�"4�"
2" M
IN.
AN
D 4
" M
AX
.
09-O
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-2009 1
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10
.dg
n
STATE OF NEW YORK
DEPARTMENT OF TRANSPORTATION
ISSUED UNDER EB 09-025
U.S. CUSTOMARY STANDARD SHEET
APPROVED OCTOBER 05, 2009
BOX BEAM GUIDE RAIL
(SHEET 1 OF 2)
606-04
EFFECTIVE DATE: 01/07/10
/S/ RICHARD W. LEE, P.E.
FOR THE DEPUTY CHIEF ENGINEER
(DESIGN)
6’-0"6’-0"
6’-0"6’-0"
11’-4"
8"
13
1
27
1
L=18’
R=234.48’
I=4 n 23.92’
P.C
.
PO
INT
OF
NE
ED
18’-0"
3’-0"
POINT OF NEED
27’-0" TYPE II END ASSEMBLY
3’-0"
12’-6"
6’-0" 6’-0" 6’-0" 11’-4"17"
3"
POINT OF NEED
SHOULDER BREAK
SHOULDER BREAK
DRIVEWAY
WALKWAY OR
OTHER OPENING
L=72’
R=205.25’
I=20 n 05.93’
POINT OF NEED
PO
INT
OF
NE
ED
NO
RM
AL
SH
OU
LD
ER
WID
TH
TANGENT SECTION
TANGENT SECTION
PAY LIMIT FOR TYPE II END ASSEMBLY
PAYMENT FACTOR 2 FOR 18’-0" WHEN POST
ARE IN ROCK
GROUND LINE
END COVER PLATE
WELD OR DRIVE FIT
(SEE SKETCH D)
BOX BEAM SHALL BE SHOP CURVED
OR STRAIGHT AS DIRECTED BY THE
ENGINEER. PAYMENT SHALL BE UNDER
THE APPROPRIATE ITEM
POSTS IN ROCK:
DRILL APPROPRIATE SIZE HOLE OR HOLES, BACKFILL AND COMPACT
GRANULAR MATERIAL AROUND POSTS OR DRIVE POST IN COMPACTED
MATERIAL, SOIL PLATES NOT REQUIRED.
TYPE II END ASSEMBLY
(SEE DETAIL AND NOTE 8)
ELEVATION OF TYPE II END ASSEMBLY
TRAFFIC SIDE ELEVATION
TYPICAL TREATMENT FOR
BURIED ENDS - ROCK OR SOIL
(TYPE 0 END TERMINAL)
ELEVATION
TYPICAL LAYOUT
PLAN
PLAN
GENERAL NOTES ON SHEET 1 OF 2
3’-0" 3’-0" 8"
PLAN OF TYPE II END ASSEMBLY SHOWING FLARE (METHOD #2)
(SEE NOTE 8)
6’-0"
27’-0"
5’-0"7’-0"15’-0"
2’-9"
POST SPACING
6’-0" TYP.
POST SPACING
6’-0" TYP.
POST SPACING
6’-0" TYP.
POST SPACING
6’-0" TYP.
8"
P.T
.
PO
INT
OF
TA
NG
EN
T
3’-0"
SHOP CURVING REQ’D FOR THESE
SECTIONS, CURVING IN A VERTICAL
PLANE MAY ALSO BE REQUIRED
PLAN OF TYPE II END ASSEMBLY SHOWING FLARE (METHOD #1)
(SEE NOTE 8)
SOIL PLATES
REQUIRED IN SOIL
TS 6" X 6" BOX BEAM
TYPE II END ASSEMBLY SHOWN WITHOUT
2’-9" FLARE (SEE DETAIL AND NOTE 8 ON
SHEET 1 OF 2) PAYMENT EACH UNIT
TS 6" X 6" X�"
GALVANIZED STEEL
BOX BEAM
DRIVEWAY, WALKWAY
OR OTHER OPENINGS HOULDER BREAK
RAIL NOT ATTACHED TO
SHELF ANGLE AT THE POST
2"-3"
EDGE OF TRAVELED WAY
TRANSITION SECTION GUIDE RAIL
TO BRIDGE (LENGTH VARIES) (SEE NOTE 2)
6’-0"6’-0"
6’-0"6’-0"
11’-4"
8"
13
1
18’-0"
3’-0"
POINT OF NEED
27’-0" TYPE II END ASSEMBLY
3’-0"
2’-9"
8"
APPROACH OR TERMINAL END
APPROACH OR TERMINAL END
TRANSITION SECTION GUIDE RAIL
TO BRIDGE (LENGTH VARIES) (SEE NOTE 2)
�" x 1�" BOLT WITH NUT AND WASHER SHALL BE
USED TO ATTACHED THE SHELF ANGLE TO THESE POSTS
3’-0"3’-0"
3’-0"3’-0"
4"
�"d HOLE IN BOTH SIDES OF BOX BEAM
AND IN BOTH POST. �" X 9�" BOLT
WITH NUTS AND FLAT WASHERS
EDGE OF PAVEMENT
TYPE I END ASSEMBLY
(PAYMENT EACH UNIT)
(SEE NOTE 7)
TACK WELD
3’-0"TYPICAL
SPLICE
TYPICAL
SPLICE
TYPICAL
SPLICE
TYPICAL SPLICETYPICAL SPLICE
TACK WELD
TYPICAL SPLICE
1 :10 OR FLATTER SLOPE
TYPICAL SPLICE
TACK WELD
1 :10 OR FLATTER SLOPETYPICAL SPLICE (SEE NOTE 8)
TYPICAL SPLICE (SEE NOTE 8)
TYPICAL
SPLICE
(SEE NOTE 8)
TYPICAL SPLICE TYPICAL SPLICE
5’-3" IS TOTAL LENGTH OF POST.
POST MAY BE FIELD CUT AS LONG
AS 2’-6" IS EMBEDDED.
2’-
6" M
IN.
2 POST ANCHOR
(CONNECTION SIMILAR TO DETAIL
FOR TYPE II. SOIL PLATES
NOT REQUIRED)
01
-JU
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FIL
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E =
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/TIM
E =
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=rlo
hse
606-0402.d
gn
STATE OF NEW YORK
DEPARTMENT OF TRANSPORTATION
ISSUED UNDER EB 08-036
U.S. CUSTOMARY STANDARD SHEET
APPROVED SEPTEMBER 19, 2008
BOX BEAM GUIDE RAIL
(SHEET 2 OF 2)
606-04
EFFECTIVE DATE: 01/08/09 DEPUTY CHIEF ENGINEER
(DESIGN)
/S/ DANIEL D’ANGELO, P.E.