Solicitation_No._R15PS00089_Drawings.pdf

CMagalong Typewritten Text

DETAILS 1 OF 2

Mon Oct 17 11:22:58 2011

DECK BULB TEE GIRDER

/2 /2

Þ - VARIES FOR SKEWED ENDS.

á - #3 OR #4 MAY BE SUBSTITUTED. FIELD BENDING IS OPTIONAL.

ß - PAIRS OF G7 BARS, OR G9 AND G10 BARS, MAY BE USED

INTERCHANGEABLY AS BOTTOM FLANGE TIES.

à - 1 G11 MAY BE SUBSTITUTED FOR 2 G2 WITHIN THE V1 SPA. @ V2.

BENDING DIAGRAM (ALL DIMENSIONS ARE OUT TO OUT)

M:\STANDARDS\Girders\Deck Bulb Tee\DETAILS 1 OF 2.MAN

B

¢ JOINT

B

2" CLR.

1" CLR. (TYP.) G8 #4

G12 £#6

G5 #4 @ 1'-0" MAX.

(CONT. WITH 2'-0" MIN.

SPLICE TYP.)

G3 #4

BARRIER REINF.

SEE BARRIER

SHEETS FOR

DETAILS

3¼"

ROTATE HOOKS AS

REQ'D. TO ACHIEVE

MIN. COVER

¢ GIRDER

LEVEL (TYP.)

CONST. JT. WITH

ROUGHENED SURFACE

EXT. GIRDER SHOWN

INT. GIRDER SIMILAR

W53DG SHOWN, OTHER SERIES SIMILAR.

SECTION A

INT. GIRDER SHOWN

EXT. GIRDER SIMILAR

W53DG SHOWN, OTHER SERIES SIMILAR.

SECTION B

1" CHAMFER

G1 #5

G3 #4

G7 #3

G5 #4 @ 1'-0" MAX.

(CONT. WITH 2'-0" MIN.

SPLICE TYP.)

SEE KEYWAY

SECTION

G4 £#4 @ 1'-0" MAX. (CONT.

WITH 2'-0" MIN. SPLICE TYP.)

G13 £#6

2" CLR.

2'-1"

B B

H ë

9½" 6" 9½"

1'-7½" 2"

¢ JOINT ¢ JOINT

SYMM. ABOUT ¢ GIRDER

ë

1" CLR. (TYP.)

H

GIRDER

HEIGHT

2'-11"

GIRDER

SERIES

W35DG

3'-5"W41DG

4'-5"W53DG

5'-5"W65DG

PLUMB

G7 #3

G2 #5

G6 W12

G4 £#4 @ 1'-0" MAX.

(CONT. WITH 2'-0"

MIN. SPLICE TYP.)

¾" CHAMFER OR

0.6" HALF ROUND

DRIP GROOVE

PLUMB

1'-0"

10"

MEASURED ALONG ¢ GIRDER V1 SPA.

@ V2

V3 SPA. @ V4 SPA. @

1'-6" MAX.

2 G1 #5 & 2 G7 #3

1'-6"

1½"

CLR.

V6

2 G2 #5 & 2 G7 #3

V5 SPA. @ V6

3½" BLOCKOUT IN TOP FLANGE

1'-0" SPA.

(TYP.)

G1 G2 à

45°

G3

VARIES4

¼

VARIES VARIES VARIES

G6

3"

8¼"

1½

" FIELD BEND

ALT. SIDES

á

Ð

G9 ß

11½"Þ

" G10 ß

1'-11" Þ1'-1½"

1'-6"

G7

Þ

Þ ß

G11 à

45°

(TYP.)

8 : 1 MAXIMUM SLOPE FOR

EACH HARPED STRAND

SEE GIRDER NOTE 9.

THICKEN FLANGE TO COMPENSATE

FOR SUPERELEVATION.

DENOTES EPOXY COATED

ç ë

SAWTEETH

2 G8 #4 EMBEDED

6'-0" INTO GIRDER

END TYPE B BLOCKOUT

DIMENSIONS ARE NORMAL TO DIAPHRAGM.

OTHER REINFORCEMENT NOT SHOWN FOR CLARITY.

8"

END OF GIRDER FLANGE FLUSH

WITH INSIDE FACE OF DIAPHRAGM

¢ DIAPH.

6" 6"

6"

6" G4 £#4

G5 #4

FACE OF

DIAPH. (TYP.)

2 G2 #5

(TYP.)

HARPED

STRANDS

TYPICAL END ELEVATION

END TYPE A SHOWN, END TYPE B SIMILAR.

W53DG SHOWN, OTHER SERIES SIMILAR.

BA

EXTEND STRAIGHT

STRANDS IDENTIFIED

IN GIRDER SCHEDULE

G6 W12 TIES - STAGGER

SPACING ON ALTERNATE

STIRRUPS AS SHOWN. G5 #4

G4 £#4

R=3"

GIRDER ELEVATION

APPLY APPROVED RETARDANT FOR ¼" ETCH

TO SIDE FORMS OR ¼" ROUGHENED SURFACE

TREATMENT BY APPROVED MECHANICAL METHOD.

OMIT AT EXTERIOR FACE OF EXTERIOR GIRDERS.

MAX. SLOPE **

3"ø OPEN HOLE. ADJUST HOLE LOCATION VERTICALLY TO MISS HARPED STRANDS. ç

SEE END TYPE B

BLOCKOUT DETAIL

MULTIPLE UNIT HOLD

DOWN TO STRADDLE

HARPING POINT

C.G. TOTAL

HARPED STRANDS

STRAND LIFT LOOPS OR H.S.

THREADED STEEL BARS.

SEE GIRDER NOTE 5.

C.G. TOTAL STRAIGHT STRANDS

0.4 GIRDER LENGTH ± 1'-0" (TYP.)

L

HARPED STRANDS

SPLAYED

HARPED STRANDS BUNDLED

BETWEEN HARPING POINTS

HARPING POINT

L

1' -0

1' -0

1' -0 ½

¢ BEARING

¢ BEARING

¢ PICKUP FORCE

¢ INTERMEDIATE DIAPHRAGM

SEE "FRAMING PLAN" FOR LOCATIONS.

¢ DIAPH.

8"

F o

1' -0 ½

END TYPE A

END TYPE B

GIRDER END

FOR END TYPE A ONLY

SAWTEETH SHOWN BY SHADED AREA.

USE SAWTEETH KEYS FROM BOTTOM

OF BOTTOM FLANGE TO BOTTOM OF

LOWEST HARPED STRAND

1½" DEEP

SHEAR KEYS (TYP.)

OMIT EXT. SHEAR KEY

IF B IS LESS THAN 2'-10" (TYP.)

EXTEND G4 , G5 , G8

AND STRANDS (TYP.)

5"6"5"6"4" 4"

" 3 "2

SYMM. ABOUT ¢ GIRDER

SAWTEETH ARE FULL WIDTH

SAWTEETH DETAILS

END OF

P.S. GIRDER

90°

1" 1"

.6 -A -2

DETAILS 2 OF 2

Mon Oct 17 11:22:54 2011

DECK BULB TEE GIRDER

M:\STANDARDS\Girders\Deck Bulb Tee\DETAILS 2 OF 2.MAN5 .6

-A -3

/2 /2

HARPED STRAND

BUNDLES (TYP.)

C.G. TOTAL

HARPED STRANDS

C.G. TOTAL

STRAIGHT

STRANDS

F

E

S

P A

¢ GIRDER

4 SPA @

2" = 8"

5" 2"4 SPA @

2" = 8"

2" ELEVATION

BEARING RECESS AND BOTTOM

FLANGE SPALL PROTECTION

DETAIL

END 1 END 2

«2

«1

P2

PLAN LENGTH

(ALONG GIRDER GRADE)

P1

G

IR

D E R

¢ BEARING

RECESS

¢ BEARING

RECESS

LL LT

AHEAD

ON STATIONING

GIRDER PLAN

END TYPE A SHOWN, END TYPE B SIMILAR.

OTHER REINFORCEMENT NOT SHOWN FOR CLARITY.

1'-0"

(TYP.)

3½

G

IR

¢ D

IAP

HR

AG

M4" (TYP.)

1" (TYP.)

1'-0" MIN.

3'-6" MAX.

2B (5'-0" MAX)

(TYP.)

WELD TIE SPACING

G3 #4 @ 9" MAX. AND

G12 £#6 @ 5" MAX. EXT. GIRDERS OR G13 £#6 @ 8" MAX. INT. GIRDERS

5'-0"

SPLAY G3 #4 AND

G12 £#6 OR G13 £#6

1½

CL

R.

END OF WEB

AND BOTTOM

FLANGE

END OF TOP

FLANGE

PROVIDE 6"ø HOLE THROUGH

FLANGE FOR DIAPHRAGM

PLACEMENT. ADJUST REINF.

STEEL AS REQUIRED.

STRAND PATTERN

AT ¢ SPAN

STRAIGHT STRAND LOCATION SEQUENCE

SHALL BE AS SHOWN , ETC.1 2

GIRDER SCHEDULE LEGEND

LL AND LT ARE SHIPPING SUPPORT LOCATIONS AT

LEADING AND TRAILING ENDS, RESPECTIVELY.

STRAND PATTERN

AT GIRDER END

HARPED STRAND LOCATION SEQUENCE

SHALL BE AS SHOWN , ETC.1 2

ODD STRAND (MAY

BE ADJUSTED TO

EITHER SIDE OF WEB)

C.G. TOTAL

HARPED STRANDS

TOP OF GIRDER

(M

IN

¢ GIRDER

2"

(T Y P

F o

26 22

½" EXPANDED

POLYSTYRENE

FOR SKEWS

GREATER THAN 15°

LEVEL (AFTER

CASTING DECK)

GIRDER SLOPE

½

¢ BEARING RECESS

DC

ALTERNATE 1

FILL KEYWAY

WITH GROUT

OMIT WELD TIES AND

6"ø HOLE ON EXTERIOR

SIDE OF EXTERIOR GIRDER

2 ~ ½"ø x 6" WELDED

SHEAR STUD ¢ STUD

INTERSECTION

WITH ¢ BAR

BAR 3 x ½ x 0'-6

2"ø x 4"

SMOOTH BAR

Ä" TO ¼"

Â

É

2Ä"

SYMM. ABT. ¢ JOINT

¼ (Â)

ALTERNATE 1

FOAM BACKER

ROD

FILL KEYWAY

WITH GROUT1"

Â

1É

Ä" TO ¼"

1¼"

SYMM. ABT. ¢ JOINT

2 ~ ½"ø x 5" WELDED

SHEAR STUD OR

#4 x 2'-0" MIN. REBAR

¼ 1½

TYP.

FILL KEYWAY

WITH GROUT

BAR 1½ x 1 x 0'-4

Ä" TO ¼"

2½"

SYMM. ABT. ¢ JOINT

½"

¼

¾" CHAMFER ON

FLANGE FOR SKEWS

GREATER THAN 15°

½" EXPANDED

POLYSTYRENE

FOR SKEWS

GREATER THAN 15°

¾" CHAMFER ON

WEB FOR SKEWS

GREATER THAN 15°

G

IR

D E R

¢ BEARING RECESS

BEARING WIDTH + 2" - SEE

"MISC. BRG. DETAILS" SHEET

90°

PLAN

SECTION D

KEYWAY

SECTION C

WELD TIE

ALTERNATE 2

FOAM BACKER

ROD

FILL KEYWAY

WITH GROUT1"

Ä" TO ¼"

½"

2"

SYMM. ABT. ¢ JOINT

ALTERNATE 2

ª 2 x 2 x ¼ x 0'-6"

S R

JO

B N O

S H E E T

S R

JO

B N O

S H E E T

TRAFFIC BARRIER - SHAPE F

DETAILS 1 OF 3

Tue May 08 08:54:26 2012

M:\STANDARDS\Traffic Barriers\Shape F\SHAPE F BARRIER SHT 1.man10 .2 -A 1-1

1' -1

¼

11½"

R=10

TOE HEIGHT MAY VARY, 2" MIN. TO 6" MAX.

HEIGHT MAY VARY IF REQUIRED TO PROVIDE

A PROFILE PLEASING TO THE EYE

FOR TRANSVERSE ROADWAY SLOPES GREATER THAN 8%,

CHANGE THE NOTE TO THE FOLLOWING:

FOR THE LOW SIDE OF THE BRIDGE OR MEDIAN BARRIER -

"PERPENDICULAR TO 8% TRANSVERSE ROADWAY SLOPE"

FOR THE HIGH SIDE OF THE BRIDGE BARRIER -

"PERPENDICULAR TO TRANSVERSE ROADWAY SLOPE"

1'-6"

1' -8

W-BEAM END SECTION DESIGN "F"

(SEE STD. PLAN C-7)

2'-11"

1' -1

8"

THRIE BEAM END SECTION DESIGN "F"

(SEE STD. PLAN C-7a)

If transverse roadway slope is greater than 8%, S1 and S2 bar bends need to be modified to account for the difference between the actual slope and 8% on the low side only of the bridge or median barrier. The barrier geometry needs to be checked also.

The non-applicable text should be removed from the actual bridge plans.

NOTE TO DESIGNERS

1.

2.

TERMINATE EACH CONDUIT PIPE AT SEPARATE

TYPE 1 JUNCTION BOXES OFF END OF BRIDGE AS

SHOWN ON LAYOUT.

NW REGION:

4"

3½"3Õ"

TOP OF

ROADWAY

PROVIDE 5 - ×"ø ROCKET/KOHLER

F-50, LANCASTER MALLEABLE, OR

DAYTON/RICHMOND F-62 FLARED THIN

SLAB FERRULE INSERTS OR APPROVED

EQUAL (TYP). RESIN-BONDED

ANCHORS MAY BE SUBSTITUTED.

S1 £#5

TOP OF

ROADWAY

SEE OTHER PLAN

SHEETS FOR DETAILS

¾" CHAMFER OR ½" HALF

ROUND DRIP GROOVE (TYP.)

FORMED DECK EDGE

S2 #4

CONSTR. JOINT WITH

ROUGHENED SURFACE

2"ø CONDUIT PIPE

R3 #4 CONT. WITH

2'-0" MIN. SPLICE (TYP.)

R6 #4

PARALLEL SURFACES

R4 #6 CONTINUOUS

W/ 3'-8" MIN. SPLICE

4×"

2É"

CURB LINE, PERPENDICULAR

TO TRANSVERSE ROADWAY

SLOPE ***

R=2"

R1 #5

R2 #5

1'-10" MIN.

2'-6" MAX.

(TYP.)

EDGE OF DECK

CURB LINE

GUARDRAIL CONNECTION TO TRAFFIC

BARRIER SEE DETAILS THIS SHEET

FACE OF

GUARDRAIL

CONDUIT EXPANSION FITTING (TYP.

AT EXPANSION JOINT) SEE TRAFFIC

BARRIER SHEET ?? FOR DETAILS.

END OF APPROACH SLAB

10½"

1'-6"

2 R4 #6 R3 #4

2 R3 #4

CONDUIT DEFLECTION

FITTING A (TYP.)

AS1 £#5

@ 9" MAX.

TOP OF

ROADWAY

TAIL OF TRAFFIC

BARRIER AND BOTTOM

OF SOFFIT TO BE FLUSH

AR3 #4

BRIDGEBRIDGE APPROACH SLAB

¢ BLOCKOUT FOR CONDUITS

¢ DATE NUMERALS

(INSIDE FACE)

(SEE STD. PLAN E-1)6"

M

IN

(T Y P

AS2 #4 AND AR6 #4 @ 1'-6" MAX.

R1 #5 AND R2 #5 @ 9" R1A #5 & R2 #5 ~ 6 SPA.

@ 9" = 4'-6"

S2 #4 AND R6 #4 @ 1'-6" MAX.

3'-0"

9"

9" AS1 £#5 ~ 15 SPA.

@ 6" = 7'-6"

R1 #5 AND R2 #5 @ 9" MAX.

AS1 £#5

15 SPA. @

6" = 7'-6"

9" S1 £#5 ~ 15 SPA.

@ 6" = 7'-6"

S1 £#5

@ 9" MAX.

3"

MAX.

BEVEL

BOTH ENDS

2"ø RGS CONDUIT

PIPES (TYP.) OR SEE

WIRING SCHEDULE

FOR CONDUIT SIZE

3" MAX.

9"

5'-0"

8'-0" TRAFFIC BARRIER

END SECTION (TYP.)

8'-0"

(TYP.)

8'-0"

(TYP.)

SEE TRAFFIC BARRIER DETAIL SHEET ?? FOR BLOCKOUT DETAILS.

VARIES ~ 6'-0" TO 9'-6"

(SECTION ADJACENT EXP. JOINT)

VARIES ~ 6'-0" TO 9'-6"

(SECTION ADJACENT EXP. JOINT)

BACK OF PAVEMENT SEAT

APPROACH SLAB BRIDGE

BARRIER CONTINUOUS BETWEEN ROADWAY EXPANSION JOINTS.

CONSTRUCTION JOINTS WITH SHEAR KEYS ARE PERMISSIBLE AT DUMMY JOINT LOCATIONS.

FORM JOINTS BETWEEN DUMMY JOINTS SHALL NOT BE PERMITTED.

PLAN

TRAFFIC BARRIER

TYPICAL SECTION

TRAFFIC BARRIER

OUTSIDE ELEVATION

END OF TRAFFIC BARRIER

SHOWN ON BRIDGE

SHOWN WITH BRIDGE APPROACH SLAB.

A

B

OUTSIDE ELEVATION

TRAFFIC BARRIER - GUARDRAIL CONNECTION

(WHERE SHOWN ON LAYOUT)

JO

B N

O

S H E E T

S R

JO

B N

O

S H E E T

TRAFFIC BARRIER - SHAPE F

DETAILS 2 OF 3

Tue May 08 08:54:30 2012

DETAILS 2 OF 3

M:\STANDARDS\Traffic Barriers\Shape F\SHAPE F BARRIER SHT 2.man10 .2

-A 1-2

DUMMY JOINT

2 ~ 2"ø CONDUIT PIPES

OR SEE WIRING SCHEDULE

FOR CONDUIT SIZE

3" x 7" x 2'-0" BLOCKOUT

IN DECK TO ALLOW

CONDUITS TO EXIT *

BENDING DIAGRAM

ALL DIMENSIONS ARE OUT TO OUT

¸ DIMENSIONS TO POINTS OF INTERSECTION

FOR W1 £ & W2 BARS SEE WINGWALL

OR RETAINING WALL PLANS.

NOTE TO DESIGNER:

S1 AND S2 LENGTH BASED

ON STANDARD DECK THICKNESS.

8"

R9

83°97°

8"

'-5

R2

97°

JUNCTION BOX LOCATIONS

STATION OFFSET "TS" OR "LT"

TS = TRAFFIC SYSTEM

LT = LIGHTING SYSTEM

JUNCTION BOX LOCATIONS SHOWN ARE APPROXIMATE. CENTER

JUNCTION BOX INSTALLATION BETWEEN BARRIER DUMMY JOINTS.

INSTALL ALL CONDUIT RUNS TO DRAIN TO A BRIDGE END OR PROVIDE

DRAIN AT ALL LOW POINTS IN CONDUIT RUN ON BRIDGE.

¾" RADIUS

1½" ± ¼"

1" ± ¼"

¼"R. ¼" TO 0.6" DEEP

IRREGULAR FRACTURE

FRACTURED FIN FINISH

¼" DUMMY JOINT

DUMMY JOINT

DETAIL

3" x 10" x 2'-0" BLOCKOUT

IN WALL TO ALLOW

CONDUITS TO EXIT *

2 ~ 2"ø CONDUIT PIPES

OR SEE WIRING SCHEDULE

FOR CONDUIT SIZE

SECTION B WALL

DETAIL FOR RETAINING WALL OR

WINGWALL. FOR REINFORCING NOT

SHOWN SEE STD. PLAN D-15 OR

WINGWALL PLAN.

SECTION B

BRIDGE

FOR DETAILS NOT SHOWN SEE "OUTSIDE ELEVATION"

AND "TYPICAL SECTION - TRAFFIC BARRIER"

* BLOCKOUT WIDTH MAY BE INCREASED TO 6" TO ALLOW

CONDUITS OF A LARGER DIAMETER THAN 2" TO EXIT

BARRIER OR WALL WITHOUT REBAR STEEL CONFLICT

R1

1'-0¼"¸4

2'-1" ¸96°

R1A

VARIES4

VARIES96°

TOP OF

ROADWAY

TOP OF

ROADWAY

TOP OF W-BEAM

GUARDRAIL

DUMMY JOINTS

NORMAL TO GRADE

R9 #5 @ 9" REPLACES

R2 #5 & R6 #4 BARS

¾" RADIUS

TOP OF THRIE

BEAM GUARDRAIL

3" x 1'-1" x 2'-0" BLOCKOUT

IN SLAB TO ALLOW

CONDUITS TO EXIT *

2 ~ 2"ø CONDUIT PIPES

OR SEE WIRING SCHEDULE

FOR CONDUIT SIZE

CONSTR. JT. WITH

ROUGHENED FINISH

FRACTURED FIN

FINISH. OMIT DUMMY

JOINT ON THIS FACE

TOP OF

ROADWAY

TOP OF

ROADWAY

TOP OF

ROADWAY

TOP OF ROADWAY

AT CURB LINE

TOP OF ROADWAY

AT CURB LINE

TOP OF ROADWAY

AT CURB LINE

AR3 #4

AR6 #4

AS1 #5

AS2 #4

END VIEW

W-BEAM SHOWN

WITH "D" CONNECTION

SLIPFORM

ALTERNATE

SEE "TYPICAL SECTION - TRAFFIC BARRIER"

FOR ADDITIONAL DETAILS

THE CONTRACTOR IS ADVISED THAT THE SLIPFORM CONSTRUCTION

METHOD IS A PATENTED PROPRIETARY PROCESS FOR BARRIERS

WITH A FRACTURED FIN FINISH.

END VIEW

THRIE BEAM SHOWN

WITH "D" CONNECTION

SECTION B

APPROACH SLAB

FOR DETAILS NOT SHOWN SEE "OUTSIDE ELEVATION"

AND "TYPICAL SECTION - TRAFFIC BARRIER"

VIEW A

SECTION C

1' -8

1' -1

A

1'-0"

S2 AND AS2

1' -5

S

1' -7

A S

6¼" 6¼"

11Â" 1'-0½"

1'-0" 1'-0"

S1 £AND AS1 £

S1

AS1

CURB LINE

CURB LINE

CURB LINE CURB LINE CURB LINE

M

IN

.7

1' -0

M

IN

C

Mon May 07 08:34:44 2012

.5 -A 1-1

M:\STANDARDS\BP Rails\Ped_Rail1.MAN

/2 /2

TYPICAL INTERIOR SECTION (VARIES), 20'-0" MAX.END SECTION VARIES

4"4"4" BALUSTER SPA. @ 8" MAX.BALUSTER SPA. @

8" MAX. (DIVIDED

EQUALLY)

ANCHOR SPA.

1'-4" MAX.

8"2" 8"8" ANCHOR SPA. 1'-4" MAX.

PARALLEL TO

GRADE (TYP.)

NORMAL TO

GRADE (TYP.)

TRAFFIC OR PEDESTRIAN

BARRIER

TOP OF ROADWAY

AT CURB LINE

¢ RESIN BONDED ANCHORS

OR ANCHOR BOLTS

¢ OPEN JOINT & POSTS¢ EXPANSION JOINT

Þ

* NOTE TO DESIGNER:

Designer to choose color for their project in consultation with the Bridge Architect.

SEE "END DETAIL" ON

BRIDGE SHEET ??

R = 7½"

¢ RESIN BONDED ANCHORS

OR ANCHOR BOLTS

BEND BEFORE

ANODIZING

PERMISSIBLE JOINT

IN TOP RAIL

BALUSTER & ANCHOR SPACINGS SHOWN

ARE MAXIMUM ALLOWABLE. VARY AS

NECESSARY ADJACENT TO BRIDGE

EXPANSION JOINTS.

PROVIDE EXPANSION RAIL SPLICE AT TRAFFIC BARRIER

EXPANSION JOINTS. RAIL SPLICE JOINTS ARE NOT

REQUIRED AT TRAFFIC BARRIER DUMMY JOINTS.

LOCATE ON OPPOSITE SIDE OF TRAFFIC. DRIVE PINS

SHALL BE DRIVEN FLUSH WITH THE OUTSIDE FACE OF

THE RAILING.

NOTE:

"E" DIMENSION SHALL BE EQUAL TO OPENING OF

TRAFFIC BARRIER EXPANSION JOINTS.

Þ ß

BREAK EDGES

À" x 45°

DRIVE PIN

ß

EXPAND BALUSTER

FOR TIGHT FIT (TYP.)

TOP OF

TRAFFIC

BARRIER

1É"ø HOLE THROUGH

COVER ¡ & EXTRUDED

CHANNEL (TYP. EACH

BALUSTER)

¢ RESIN BONDED ANCHORS OR ANCHOR BOLTS

(BURR THREAD AFTER INSTALLING)

1.

2.

3.

4.

5.

6.

PIPE RAILING, PIPE RAILING SPLICES, COVER PLATES AND BOTTOM EXTRUDED

CHANNELS SHALL BE BENT TO THE HORIZONTAL CURVE WHERE THE RADIUS OF

CURVATURE IS LESS THAN 200'. THESE ITEMS MAY BE HEATED TO NOT MORE

THAN 400°F FOR A PERIOD NOT TO EXCEED 30 MINUTES TO FACILITATE

FORMING OR BENDING TO HORIZONTAL CURVATURE.

SHOP DRAWINGS OF RAILING SHALL BE SUBMITTED FOR APPROVAL SHOWING

COMPLETE DIMENSIONS AND DETAILS OF FABRICATION AND INCLUDING AN

ERECTION DIAGRAM. MATERIAL SPECIFICATIONS SHALL BE PROVIDED IN THE

SHOP DRAWINGS FOR ALL COMPONENTS.

CUTTING SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS SHALL BE

TRUE AND SMOOTH. FLAME CUTTING WILL NOT BE PERMITTED.

WELDING OF ALUMINUM SHALL CONFORM TO STD. SPEC. SECTION 9-28.14(3).

ALL ALUMINUM PARTS SHALL BE GIVEN A *[CLEAR OR BRONZE] ANODIC

COATING OF AT LEAST 0.0006" THICK AND SEALED TO MEET THE

REQUIREMENTS OF ASTM B 580 WITH A UNIFORM FINISH.

PIPE RAILING, PIPE BALUSTERS AND PIPE RAILING SPLICES SHALL BE

ADEQUATELY WRAPPED TO INSURE SURFACE PROTECTION DURING HANDLING

AND TRANSPORTATION TO THE JOB SITE.

¢ DUMMY JOINT

SEE "GENERAL DETAIL"

THIS SHEET.

ELEVATION

BALUSTER AND GUARDRAIL SECTION

ATTACHMENT DETAILS NOT SHOWN.

NOTES

GENERAL DETAIL

2"

3½"

1½" ½" MIN.

"E"

(SEE NOTE)

¼" TYP. EXCEPT

AT EXP. JT.

6" 6" + "E" (SEE NOTE)

FOR EXP. RAIL SPL. ½" + "E"

FOR TYP. RAIL SPL. ½"

TYP.

Ä

Ä

TYP. EACH END

BALUSTER FOR ALL

RAIL SECTIONS.

¾

1½"

B

A

Mon May 07 08:34:48 2012

.5 -A 1-2

M:\STANDARDS\BP Rails\Ped_Rail2.MAN

/2 /2

MATERIAL

SPECIFICATION

PART

M A T 'L

ASTM B 221- 6005-T5 OR 6005A-T5

ASTM B 241 OR B 429 6061-T6

ASTM B 221- 6005-T5

STANDARD SPECIFICATION SECTION 9-06.5(4)

(GALVANIZE IN ACCORDANCE WITH AASHTO

SPECIFICATION M 232)

ASTM A 36

ASTM A 276 TYPE 302 STAINLESS STEEL

PIPES

DRIVE PINS

STRIP

ANCHOR BOLTS,

NUTS & WASHERS

EXTRUDED CHANNELS,

COVER PLATES & BARA

LU

M

IN

U M

S T E E L

THIS COVER PLATE SECTION SHALL

BE SNAPPED INTO POSITION AFTER

2"ø STD. PIPE HAS BEEN WELDED

TO BOTTOM EXTRUDED CHANNEL.

2"¾"

1½

1"

1½"2"

2"ø STD.

PIPE

2½"ø STD.

PIPE RAILING

Â" ALUM. ¡ WELDED

TO END OF CHANNEL

(WELD BEFORE ANODIZING)

END DETAIL

É "ø

DR

IV

E

PI

N

¢ ANCHOR BOLTS OR

RESIN BONDED ANCHORS

¢ BALUSTER

CSEE DETAIL

Ä ß

EXTRUDED

CHANNEL

COVER PLATE

Â

EXCEPT AT ¼"

DRAIN HOLE

Â

¼

M A X

30°

2½"ø STD. PIPE RAILING

1"ø STD. PIPE BALUSTER

¢ RAILING & BALUSTER

Ä" MIN.

É" MAX.

É" MIN.

Î" MAX.

2"ø STD. RAILING SPLICE EXTRUSION. DRILL É"ø HOLE FOR É"ø DRIVE PIN

AT LOCATION SHOWN.

ß

30°

2½"ø STD. PIPE RAILING

1"ø STD. PIPE BALUSTER

¢ RAILING & BALUSTER

ALUM. BAR Ä x 1 x 0'-1É

(2 REQ'D. PER PIPE

RAILING SPLICE)

2"ø STD. PIPE RAILING SPLICE. DRILL É"ø HOLE FOR É"ø DRIVE PIN

AT LOCATION SHOWN.

1É"

¼

Ä"

(TYP.)

Á

STEEL STRIP 2 x  x 0'-3

É"ø x 7½" ANCHOR BOLTS WITH STD.

NUT & 1" O.D. WASHER, THREADED 10

N.C. 1Â" LONG. (ALTERNATE TO É"ø

RESIN BONDED ANCHORS)

6" EMBEDMENT

FOR ANCHOR BOLTS

(FOR RESIN BONDED

ANCHORS USE MFG'S

RECOMMENDATION.)

TOP OF TRAFFIC BARRIER

½"ø HOLE AT INTERIOR SECTIONS OR ½" x ×"

SLOTTED HOLE (FOR LONGITUDINAL

ADJUSTMENT) AT END SECTIONS AND AT

SECTIONS IMMEDIATELY ADJACENT TO

EXPANSION JOINTS.

R = ¿" (TYP.)

DRILL 1É"ø HOLE THROUGH

COVER PLATE & EXTRUDED

CHANNEL AT EA. BALUSTER.

¢ RESIN BONDED ANCHORS

¢ BASE & BALUSTER

¼

M A X

Â

É

¾ "Ä"

(TYP.)

Á"

(TYP.)

×"×" ¾"¾"

3¼"

DRAIN HOLES

NOT SHOWN

CDETAIL

¢ É"ø

DRIVE PINS

¢ É"ø

DRIVE PINS

ß

COVER PLATE

BOTTOM EXTRUDED

CHANNEL

TACK WELD 3

SIDES EACH HEAD

TRIM TIPS

AT WASHERS

FILL WITH 1" O.D. WASHERS AS

NECESSARY TO ADJUST TOP OF

RAIL TO A SMOOTH PROFILE.

É"ø RESIN BONDED ANCHOR (5" MIN.

EMBEDMENT) WITH STD. NUT & É" STD.

WASHER OR É"ø x 7½" ANCHOR BOLTS.POLYURETHANE OR SILICONE SEALANT.

COLOR TO MATCH ALUMINUM RAILING

55°

Ä"

COVER PLATE SHALL BE SNAPPED

INTO POSITION AFTER BOTTOM

EXTRUDED CHANNEL HAS BEEN

BOLTED INTO PLACE.

¼"ø DRAIN HOLE.

LOCATE AT ¢ BOTTOM

EXTRUDED CHANNEL

TOP OF CONC.

TRAFFIC BARRIER

POLYURETHANE OR SILICONE

SEALANT (COLOR TO MATCH

ALUMINUM RAILING)

¿" RADIUS AT

TOP & SIDES

Â" ALUM. ¡ FULL WIDTH

OF EXTRUDED CHANNEL

TYP.

Â

SECTION A

LOCATE ON OPPOSITE SIDE OF TRAFFIC.

DRIVE PINS SHALL BE DRIVEN FLUSH

WITH THE OUTSIDE FACE OF THE RAILING.

OPTION #1

ß

SECTION A

LOCATE ON OPPOSITE SIDE OF TRAFFIC.

DRIVE PINS SHALL BE DRIVEN FLUSH

WITH THE OUTSIDE FACE OF THE RAILING.

OPTION #2

ß

SECTION B

ANCHOR BOLTS SHALL BE

POSITIONED IN A JIG DURING WELDING.

¼"

BRIDGE APPROACH SLAB

DETAILS 1 OF 3

Thu Oct 04 07:11:57 2012

M:\STANDARDS\Approach Slabs\Approach Slab 1.MAN

.6

-A 1-1

A P P R O A C H S

LA

B W

ID

T H

BRIDGE

SKEW ANGLE

25'-0"

BACK OF

PAVEMENT SEAT

BRIDGE APPROACH SLAB

AP3 #5

AP4 £#6

ROTATE �AP8 BARS IN ACUTE

CORNERS OF APPROACH SLAB.

SEE "PCCP ROADWAY DOWEL BAR

DETAIL" ON BRIDGE APPROACH SLAB

DETAILS 2 0F 3.

SEE "HMA ROADWAY JOINT DETAIL"

ON BRIDGE APPROACH SLAB DETAILS

2 OF 3. (IF HMA ROADWAY IS USED)

TOP OF

ABUTMENT

LONGITUDINAL JOINT

WHEN REQUIRED. SEE

NOTE 2 ON THIS SHEET.

A

BENDING DIAGRAM

VARIES

AP2 £ AP7 £

1'-0"

¾

¾

£ = EPOXY COATED REINFORCING STEEL

AP9

AP8 £

1' -6

1'- 3"

NOTE: ALL DIMENSIONS ARE OUT TO OUT

6'-0" VARIES

AP4 £

CRUSHED SURFACING BASE COURSE

COMPACTED DEPTH OF 0.2' OR MATCH

DEPTH OF ROADWAY SECTION.

½

C

LR

C

LR

ROADWAY

AP2 £#5

AP1 #8

BRIDGE APPROACH SLAB BRIDGE

AP7 £#5

AP5 £#5

SEE BRIDGE APPROACH SLAB

DETAILS 3 OF 3 FOR ANCHOR AND

COMPRESSION SEAL DETAILS

SECTION B

1' -1

NOTE:

Designer to remove AP8, AS1, and AS2 bars when there is no traffic barrier.

For 42" barriers designed for 124k impact load (TL-5 Loading) designer shall compute additional reinforcement required.

NOTE:

AP9 bars are only applicable in L abutments or approach retrofits. Remove when not used.

A P P R O A C H A

N C H O

C E N T E R S

A P P R O A C H S

LA

B W

ID

T H

1' -0

(T

Y P

A P

A P

T O P

A P

B O T T O M

BRIDGE APPROACH SLAB

(T Y P

2 AP5 £#5

BRIDGE

25'-0"

BACK OF

PAVEMENT SEAT

D O W E L B A R S

1' -0

(T

Y P

AP4 £#6 TOP @ 1'-0" MAX & AP8 £#6 TOP @ 1'-0" MAX. (TYP.)

AP3 #5 BOTTOM @ 9" MAX. (TYP.)

2" 2"

AS1 £#5 & AS2 #4 (TYP.)

FOR SPACING SEE TRAFFIC BARRIER SHEET

A P P R O A C H A

N C H O

C E N T E R S

Bridge approach slabs less than 40' wide - no joint required.

Bridge approach slabs wider than 40' - one or more joints are required to divide the slab into approximately 24' wide sections.

(A) (B)

NOTE:

ALL EDGES OF BRIDGE APPROACH SLAB SHALL HAVE ½" RADIUS EXCEPT

AT LONGITUDINAL JOINTS AND ADJACENT TO L-TYPE ABUTMENTS.

LONGITUDINAL JOINTS SHALL BE PLACED ON LANE LINES AND SHALL BE

CONSTRUCTED AND SEALED IN ACCORDANCE WITH STD. SPEC. SECTION

5-05.3(8). JOINTS MAY BE EITHER A SAWCUT CRACK CONTROL JOINT OR

A CONSTRUCTION JOINT. SAWCUT JOINTS SHALL TERMINATE 1'-0"

BEFORE REACHING EDGE OF SLAB AND MUST BE SAW CUT AS SOON

AS POSSIBLE AFTER PLACEMENT OF CONCRETE. SEE "LONGITUDINAL

JOINT DETAIL" ON BRIDGE APPROACH SLAB DETAILS 2 OF 3.

THE MINIMUM LAP SPLICE OF #5 IS 2'-0", £#5 IS 2'-6", £#6 IS 3'-0",

AND #8 IS 3'-3". ALL LAP SPLICES SHALL BE STAGGERED SO THAT NO

MORE THAN 50% OF REBAR IS SPLICED AT THE SAME LOCATION. LAP

SPLICES SHALL BE LOCATED WITHIN THE MIDDLE HALF OF THE BRIDGE

APPROACH SLAB. OPTIONAL SPLICES ARE ALLOWED FOR AP4 £#6.

1.

2.

3.

NOTES:

Designer to consult with Bridge Design Engineer for skews greater than 30 degrees .

NOTE:

NOTE:

Designer to remove call outs that are not applicable in note 3.

PLAN

B

D

IM

/1 /2

BRIDGE APPROACH SLAB

DETAILS 2 OF 3

.6 -A 1-2

1½"ø x 1'-6" DOWEL

SLEEVE WITH

POLYSTYRENE

OR PVC PIPE

CONSTRUCTION JOINT W/

ROUGHENED SURFACE

FORMED BRIDGE

APPROACH SLAB EDGE

TOP OF PCCP ROADWAY

TOP OF BRIDGE

APPROACH SLAB

AP4 £#6

Â" RADIUS

Add note to dowels for retrofit if there is existing PCCP.

NOTE:

L type abutment

CURTAIN OR

RETAINING WALL

TOP OF CURTAIN

OR RET. WALL

BACKER ROD

AS2 #4

CONSTRUCTION JOINT WITH

ROUGHENED SURFACE

½" PREMOLDED JOINT FILLER

CONSTRUCTION JOINT

WITH CLASS 2 FINISH

note:

designer shall add construction joint with class 2 finish callout to abutment sheets.

ANCHOR DETAIL

BRIDGE BRIDGE APPROACH SLAB

APPROACH REINFORCEMENT

45°

AP9 #5 @ 1'-0" PLACED IN

ABUTMENT (BARS MAY

BE FIELD BENT)

3½"

MAX.

TOP OF BRIDGE

APPROACH SLAB

2"

OPEN JT.

AS1 £#5

AS2 #4

AP8 £#6 PLACE

BETWEEN AP4 £#6

AP2 £#5

AP4 £#6

AP3 #5 AP1 #8

TRAFFIC BARRIER

1"

/1 /2

SECTION

A

SECTION

A

TRAFFIC BARRIER

CONSTRUCTION JOINT

WITH ROUGHENED SURFACE

AS1 £#5

AS2 #4

FORMED BRIDGE

APPROACH SLAB EDGE

AP1 #8

AP2 £#5

AP3 #5

AP8 £#6 PLACE

BETWEEN AP4 £#6

1" eliminate traffic barrier type that will not be used.

PRECEDING PLACEMENTNEXT PLACEMENT

ALTERNATE LONGITUDINAL JOINT DETAIL

EDGE PRECEDING PLACEMENT ONLY WITH Â" RADIUS.

2'-0"

MIN. LAP

1½" CLR. (TYP.) AP4 £#6

AP3 #5

LONGITUDINAL JOINT DETAIL

3" (TYP.) AP4 £#6

AP3 #5

SUBGRADE

TOP OF BRIDGE

APPROACH SLAB

TOP OF HMA ROADWAY

½" SAWCUT JOINT

3" SAW CUT DEPTH

SAWCUT SHALL BE FILLED WITH HOT-POURED COMPONENT IN ACCORDANCE WITH

STANDARD SPECIFICATION SECTION 9-04.2(1) AND SEALED IN

ACCORDANCE WITH STANDARD SPECIFICATION SECTION 5-05.3(8)B.

HMA ROADWAY JOINT DETAIL

Ä" MIN. - Ç" MAX.

SAWCUT JOINT

D

INSERT DOWELS PARALLEL TO CENTER LINE

ALONG TRANSVERSE CONSTRUCTION JOINT.

PCCP ROADWAY DOWEL BAR DETAIL

D /2

9"

AP4 £#6

TRAFFIC BARRIER

CONSTRUCTION JOINT

WITH ROUGHENED SURFACE

AS1 £#5

AS2 #4

FORMED BRIDGE

APPROACH SLAB EDGE

AP1 #8

AP2 £#5

AP3 #5

AP8 £#6 PLACE

BETWEEN AP4 £#6

SECTION

A

CONSTRUCTION JOINT W/

ROUGHENED SURFACE

FORMED BRIDGE

APPROACH SLAB EDGE

CURTAIN OR

RETAINING WALL

TOP OF CURTAIN

OR RET. WALL

BACKER ROD

TOP OF BRIDGE

APPROACH SLAB

2"

OPEN JT.

AS1 £#5

AP8 £#6 PLACE

BETWEEN AP4 £#6

AP2 £#5

AP4 £#6

AP3 #5 AP1 #8

TRAFFIC BARRIER

SECTION

A

.6 -A 1-3

PLAN

EXPANSION JOINT

TRAFFIC BARRIER

CURB LINE

SKEW ANGLE • 20°

SKEW ANGLE > 20°

C C

CORNER "A"

SEE "SEAL CUTTING DETAIL"

CORNER "B"

SEE "SEAL CUTTING DETAIL"

TOP OF

ROADWAY9

CORNER "A"

SEE "SEAL CUTTING DETAIL"

TOP OF

ROADWAY9

eliminate this detail for f shape barrier. eliminate this detail for single slope barrier.

eliminate corner "B" callout for single slope barrrier.

SEAL CUTTING DETAIL

DRILL ½"ø HOLE THRU SEAL.

MAKE SURE THE TOP MEMBRANE

IS NOT DAMAGED WHEN

CUTTING OUT THE WEDGE

¼" THICK SYNTHETIC CLOSED CELL

EXPANDED RUBBER JOINT FILLER

CEMENTED TO JOINT SEAL AT END

0° CORNER "A"

45° CORNER "B"

COMPRESSION SEAL

H

2/3 H

FULLY COMPRESSED SEAL HEIGHT, SEAL

HEIGHT VARIES WITH MANUFACTURER,

VERIFY PRIOR TO SLAB CONSTRUCTION

½

½"EXPANDED POLYSTYRENE

(OMIT IN BARRIER)

USE É" EDGER

TOP OF SLAB OR

FACE OF CURB

BRIDGE APPROACH SLABBRIDGE

NORMAL TO

¢ OF SEAL

COMPRESSION SEAL DETAIL

ELASTOMERIC COMPRESSION

SEAL, SEE "COMPRESSION SEAL

TABLE" ON THIS SHEET.

EXPANSION JOINT AT BACK OF PAV'T SEAT

NOTE:

Remove expansion joint in barrier details when there is no barrier on approach slab.

WATSON BOWMAN

ACME

CV-2502 WA-2502½

D.S. BROWN

TESTING SHALL BE PER AASHTO M-220 PRIOR TO USE.

2½

COMPRESSION SEAL TABLE

APPROACH ANCHOR - METHOD A

¾"ø x 1'-3½" ANCHOR ROD

THREADED 3" MIN. ON END

AWAY FROM ANCHOR HEAD

BRIDGE APPROACH SLABBRIDGE

PAVEMENT SEAT, COVER

WITH ONE LAYER 15 LBS.

ASPHALTIC BUILDING FELT

SEE "ANCHOR HEAD DETAIL"

ON THIS SHEET.

½

10" MIN.

EMBED.

EXPANDED POLYSTYRENE

FULL LENGTH OF JOINT

BENEATH COMPRESSION SEAL

¡¼ x 2½ x 0'-2½

WITH 2 NUTS

1"ø x 1'-0" LONG POLYETHYLENE

OR PVC PIPE

¾"ø STOP TYPE COUPLER

W/ MIN. TENSILE STRENGTH

OF 20,000 LBS

¾"ø x 10" ANCHOR ROD, FULLY

THREADED OR THREADED TO

3" MIN. EACH END

Not for "L" type abutments.

APPROACH ANCHOR - METHOD B

SEE "ANCHOR HEAD DETAIL"

ON THIS SHEET.

BRIDGE

½

BRIDGE APPROACH SLAB

8" MIN.

EMBED.

PAVEMENT SEAT, COVER

WITH ONE LAYER 15 LBS.

ASPHALTIC BUILDING FELT

EXPANDED POLYSTYRENE

x FULL LENGTH OF JOINT

BENEATH COMPRESSION SEAL

¾"ø x 1'-10" ANCHOR ROD, THREADED 8" MINIMUM

SET WITH EPOXY RESIN

×"ø x 8" MIN. HOLE

1"ø x 1'-0" LONG POLYETHYLENE

OR PVC PIPE

Not for "L" type abutments.

ANCHOR HEAD DETAIL

1" x 4" SQUARE POLYSTYRENE

(DRILLED & CUT TO FIT ANCHOR HEAD)

WRAP BLOCK 2 TIMES

WITH DUCT TAPE

¾"ø ANCHOR ROD ¼

¡¾ x 2½ x 0'-2½ WITH DRILLED Õ"ø HOLE IN CENTER

NOTE:

ALL METAL PARTS OF THE APPROACH EXPANSION ANCHOR

SHALL RECEIVE ONE COAT OF PAINT CONFORMING TO

STANDARD SPECIFICATION SECTION 9-08.1(2)F OR BE

GALVANIZED IN ACCORDANCE WITH AASHTO M 232.

/1 /2

SECTION CSECTION C

¾" x 4" SQUARE POLYSTYRENE

(CUT TO FIT ANCHOR HEAD)

1Ð" INSTALLATION WIDTH FOR

2½" COMPRESSION SEAL SIZE

w c c ::::i z a::

w

LL

z c

EMBANKMENT

BEAM GUARDRAIL TYPE 31

TRANSITION SECTION TYPE 21

- SEE STANDARD PLAN C-25.20

23'- 0" TAPER

PLAN

EDGE OF SHOULDER

{CURB LINE)

9'- 0"

BEAM GUARDRAIL TYPE 1 BEAM GUARDRAIL TRANSITION TYPE 1 EDGE OF SHOULDER

-SEE STANDARD PLAN C-3 {CURB LINE)

25' - 0" TAPER

PLAN

APPROACH SLAB

{WHEN SHOWN IN CONTRACT)

ELEVATION

TYPE 21 TRANSITION SHOWN

BRIDGE TRAFFIC BARRIER

WING WALL

ISOMETRIC VIEW

3'- 0"

3'- 0"

3'- 0"

TAPERED BARRIER TOE

BACK OF PAVE~~~+ (

TAPERED BARRIER TOE l

VARIES - SEE CONTRACT

BEAM GUARDRAIL CONNECTION TO BRIDGE TRAFFIC BARRIER

BRIDGE TRAFFIC BARRIER

BRIDGE TRAFFIC BARRIER

BRIDGE TRAFFIC BARRIER

SEE CONTRACT

EMBANKMENT WIDENING

AT BRIDGE END

WITH WING WALL

STANDARD PLAN A-50.10-00

SHEET 1 OF 2 SHEETS

APPROVED FOR PUBLICATION

Pasco Bakotich Ill 11-17-08 STATE DESIGN ENGINEER DATE ..... . fll Washington State Department of Transportation w c c ::::i z c::

w L1..

C6 x 8.2 x 12'- 5 314"

MIN. LENGTH

1- =

""'" N -· •N N

I

I

I I

I I L __ J

TYPE 1

I

I

I I

I I L __ j

TYPE2

HMAOVERLAY

518" CARRIAGE BOLT

WI HEX NUT & POST

BOLT WASHER

IN 314" HOLE

I

I

I I

I I L __ J

C6 x 8.2 x 12' - 5 314"

MIN. LENGTH

RAISED GUARDRAIL BLOCK

FIELD DRILL NEW 314" HOLE

FOR 518" BUTTON HEAD BOLT

EXISTING GUARD

RAIL POST

BEAM GUARDRAIL RAISING FOR HMA OVERLAYS

I

I

PRE-DRILLED HOLES 0 FOR FUTURE GUARD

RAIL RAISING

I

I

NOTES

1. When required by the Contract, a Snow Load Post Washer shall be used on the backside of the post (in lieu of the 1 3/4" Post Bolt Washer) and a Snow Load Rail Washer shall be placed on the face side of Beam Guardrail Types 1 and 2 .

Snow Load Rail Washers shall not be installed on terminals.

2. Rail Washers, also called "Snow Load Rail Washers" are not required on new installation except as called for in Note 1.

Unnecessary Rail washers need not be removed from exist ing installations, except those on posts 2 through 8 of a BCT installation shall be removed.

I I HMA OVERLAY I I

3. Beam Guardrail post spacing for Types 1 through 4 shall be

6' - 3" on centers.

I I L __ J

INITIAL INSTALLATION

I

I

I I

I I L __ j

TYPE3

TYPE 1 ALTERNATIVE

518" CARRIAGE BOLT

WI HEX NUT & POST

BOLT WASHER

IN 314" HOLE

SEE NOTE 6

SEE NOTE 4

TYPES 1 &2

518" x 18" BUTTON HEAD

BOLT WI 7132" OVAL GRIP

& RECESSED HEX NUT

TYPES 3 &4

518" x 25" BUTTON HEAD

BOLT WI 7132" OVAL GRIP

& RECESSED HEX NUT

OR

518" ROD THREADED BOTH

ENDS WI HEX NUTS

518" x 1 114" BUTTON HEAD

SPLICE BOLT WI 7132" OVAL

GRIP & RECESSED HEX NUT

(EIGHT REQUIRED PER SPLICE)

TIMBER POST

I I L __ J

RAIL ELEMENT RAISED

I

I

I I

I I L __ j

TYPE4

1 314" POST BOLT WASHER

-FOR TYPES 1 & 2 ONLY

TYPES 1 &2

518" x 10" BUTTON HEAD

BOLT WI 7132" OVAL GRIP &

HEX NUT WI CUT WASHER

4. Timber blocks shall be toe-nailed to the post with a16d gal vanized nail to prevent block rotation.

5. For post and block details, see Standard Plan C-1 b.

6. When "Beam Guardrail Type - _ Ft. Long Post" is specified in the Contract, the post length shall be stamped with numbers, 1 1/2" min. high and 3/4" wide at the location where the letter "H" is shown in the ASSEMBLY DETAIL. For wood post app lications, the letter shall be stamped to a minimum depth of 1/4". For steel post applications, the letter shall be legible after the post is galvanized. After post installation, it shall be the Contractor's responsibility to ensure that the stamped numbers remain visible.

7. Existing posts shall not be raised. Replace posts as necessary to achieve required guardrail height.

TIMBER BLOCK

FOR STEEL POST

STEEL POST

SEE NOTE 6

W6 x 9 OR W6 )( 15

BEAM GUARDRAIL

TYPES 1-4

(W-BEAM)

STANDARD PLAN C-1

SHEET 1 OF 2 SHEETS

APPROVED FOR PUBLICATION

ALL MOUNTING AND SPLICE

HARDWARE SAME AS FOR TIMBER

POST EXCEPT AS NOTED

Pasco Bakotich Ill 06-16-11 STATE DESIGN ENGINEER DATE ..... fll Washington State Department of Transportation

ASSEMBLY DETAIL

w c c ::::i z c::

w L1..

ID

c

2"

SPLICE BOLT SLOTS

(TYP.) - 29/32" X 1 1/8"

2 3/4" 4 1/4" ' 4 1/4" I· -~- ·I

SPLICE BOLT SLOTS

(TYP.) - 29/32" X 2"

13'- 6 1/2"

6'- 3" 6'- 3"

·······················c±)···························d)····

POST BOLT SLOT

(TYP.) - 3/4" X 2 1/2"

TYPICAL RAIL ELEMENT

13'- 6 1/2"

6'- 2 1/4"

POST BOLT SLOTS

- 3/4" X 3 3/4"

6'- 3"

POST BOLT SLOT j

- 3/4" X 2 1/2"

EXPANSION SECTION

2"

SPLICE BOLT SLOTS

(TYP.) - 29/32" X 1 1/8"

3/4" SPLICE HOLES IN CHANNEL

RAIL AND SPLICE PLATE, FOR

5/8" CARRIAGE BOLTS

1"

7 7/8"

3 3/8" 1 7/8"

I I

L...------C..--c----....1- --1 - I

C6 X 8.2

SPLICE PLATE-

3/8" X 4 1/2" X 7 7/8"

~ - f----------c - -- ~ -

I I I

~~-----i-- L-- --r-- 3/4" x 2" POST BOLT SLOT IN CHANNEL

RAIL AND SPLICE PLATE, FOR 5/8"

BUTTON HEAD BOLT W/ 7/32" OVAL

GRIP AND RECESSED NUT

4"

2"

SNOW LOAD

POST WASHER

SEE NOTE 1

SNOW LOAD

RAIL WASHER

SEE NOTES 1 & 2

Cf.

POST

CONNECTION

CHANNEL RAIL SPLICE

11/16" HOLE

1/4" PLATE

11/16" X 31/32" SLOT

8 GAGE MIN.

PLATE

3/4" x 2" SPLICE SLOT IN

CHANNEL RAIL & SPLICE

PLATE, FOR 5/8" CARRIAGE

BOLT, HEX NUT & WASHER

BEAM GUARDRAIL

TYPES 1-4

(W-BEAM)

STANDARD PLAN C-1

SHEET 2 OF 2 SHEETS

APPROVED FOR PUBLICATION

Pasco Bakotich Ill 06-16-11

..J

..J w c c :J z

II::

w 1&.

c

FRONT VIEW SIDE VIEW

ANCHOR POST ASSEMBLY

WOOD BREAKAWAY POST

5/8" X 1 0" BOLT,

NUT AND WASHER

5/8" X 1 0" BOLTS,

NUTS AND WASHERS

(TWO REQUIRED PER POST)

WELDED OPTION FOR

STEEL TUBE AND

1/4 SOIL PLATE CONNECTION

(SEE NOTE 6)

SOIL PLATE

FOUNDATION TUBE

SEE NOTE 5

TIMBER POST STEEL POST

PARTIAL ASSEMBLY DETAIL

G-2 POST

SEE NOTE 5

BOTTOM CORNERS

MAY BE CLIPPED

2" x 2" TO AID DRIVING

NOTES

1. Wood posts for all guardrail placement plans shall be 6 x 8 except where noted otherwise.

2. Lower hole is for Rub Rail of Type 2 and Type 3 Beam Guardrail.

3. W6x9 steel posts and timber blocks are alternates for 6 x 8 timber posts and blocks. W6x 15 steel posts and timber blocks are alternates for 10 x 10 timber posts and blocks.

4. Holes shall be located on approaching traffic side of web.

5. When "Beam Guardrail Type - __ Ft. Long Post" is specified in the Contract, the post length shall be stamped with numbers, 1 1/2" min. high and 3/4" wide at the location where the letter "H" is shown in the ASSEMBLY DETAIL. For wood post app lications, the letter shall be stamped to a minimum depth of 1/4". For steel post applications, the letter shall be legible after the post is galvanized. After post installation, it shall be the Contractor's responsibility to ensure that the stamped numbers remain visible.

6. Soil plate may be welded to foundation tube. If so, holes in soil plate and foundation tube may be omitted.

BEAM GUARDRAIL

POSTS AND BLOCKS

STANDARD PLAN C-1b

SHEETS 1 OF 2 SHEETS

APPROVED FOR PUBLICATION

ANCHOR POST G-2 POST

Pasco Bakotich Ill 06-16-11

STATE DESIGN ENGINEER DATE

ISOMETRIC

..... fll Washington State Department of Transportation w ...J Ill

3/4" DIAM.

HOLE (TYP.)

8" OR 10"

I"" (NOM.) •I

ALTERNATE HOLE

w ...J Ill

8" OR 10"

I"" (NOM.) •I

3/4" DIAM.

HOLE (TYP.)

w ...J Ill

. I 1 1/8" FOR wsxg , ..

3/4" DIAM.

HOLE (TYP.)

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~ 6 X 8 OR 10 X 10 ~ 6 X 8 OR 10 X 10 ~ ~

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W-BEAM

K.

3/4" DIAM. THRU

HOLE (TYP.)

THRIE BEAM WOOD BLOCK

FOR WOOD POST

J:

1-z w ...J

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ll.

w w

J:

1-z w ...J

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ll.

w w

SEE NOTE 2 ~

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w w

THRIE BEAM W-BEAM THRIE BEAM

b

WOOD POST

K.

W-BEAM WOOD BLOCK

FOR WOOD POSTS

STEEL POST

SEE NOTES 3 AND 4

POST LENGTH TABLE

GUARDRAIL LENGTH

TYPE

1 through 4 & 31 6'- 0"

10 or 11 6'- 6"

• POST A B

W6 X 9 6"* 4 1/4"

W6 X 15 8"* 6 1/4"

* NOMINAL (NOM.)

3/4" DIAM. THRU

HOLE (TYP.)

THRIE BEAM WOOD BLOCK

FOR STEEL POST

3/4" DIAM. THRU

HOLE

W-BEAM WOOD BLOCK

FOR STEEL POST

3/4" DIAM.

HOLE

SOIL PLATE

3/4" DIAM.

HOLE

1/4" STEEL

PLATE

TS 8" X 6" X 0.1875"

(STEEL)

FOUNDATION TUBE

8" (NOM.>.

3/4" DIAM.

HOLE

2 3/8" DIAM. HOLE

CONTROLLED RELEASING

TERMINAL (CRT) POST

BEAM GUARDRAIL

POSTS AND BLOCKS

STANDARD PLAN C-1b

SHEETS 2 OF 2 SHEETS

APPROVED FOR PUBLICATION

Pasco Bakotich Ill 06-16-11

FACE OF

BARRIER

F-.

W- SEE TABLE

W6 x 9 STEEL POST -

SEE NOTE 1

GROUND LINE

I HINGEPOINT

0 o, 3' - 1 1/2" 6'- 3"

3' - 1 1/2"

BEAM GUARDRAIL TYPE 31

6'- 3"

0 o, MID SPAN_/

SPLICE

TYPICAL ELEVATION

13'- 6 1/2"

6'- 3"

6'- 3"

I GROUND LINE

3' - 1 1/2"

NOTES

1. Refer to Standard Plan C-1 and C-1 b for additional details not shown on this plan.

2. Extend shoulder pavement to provide a base for the extruded curb. See Contract Plans for exceptions to distances shown.

3. Use a single block or combination of blocks (no more than 2) to achieve the actual 12" offset. See Standard Specification 9-16.3(2). Wood blocks shall be secured to the steel posts with anti-rotation nails as detailed. If combination blocks are used, the adjacent blocks shall be toe nailed with two 16d galvanized nails to prevent block rotation.

----------~~--------~--~~--~i SLOPE- (TYP.)I iljl ~ I SYMMETRICAL I 4. Wood blocks are shown. Blocks of an approved alternative material may be used. See Standard Specification 9-16.3(2).

w ::::i z c::

w L1..

RAIL ELEMENT

FACE OF

BARRIER

SHOULDER

6 X 12 BLOCKOUT

SEE NOTE 4

,, SEE TABLE

TYPICAL SECTION -WITHOUT CURB

( 6' - 0" LONG POSTS)

PLAN VIEW

6 X 12 BLOCKOUT

- SEE NOTE 4

W6 x 9 STEEL POST

- SEE NOTE 1

5/8" x 14" BUTTON HEAD BOLT

WITH 7/32 " OVAL GRIP AND

RECESSED HEX NUT (TYP.)

j (TYP.) j AB~UT <t j i:ii:iiiiiiii,iiiiiiiiiiiiiiiiiiiiiiiiii~o~] 1'- Q 1/4'

SLOPE\EMBANKMENTTABLE

2" (TYP.).I i:_. I _/ I

- . 3/4" X 2 1/2"

I

SLOT (TYP.) TYPICAL RAIL ELEMENT

1/4" DIAM. HOLE FOR

ANTI-ROTATION 16d NAIL

(TYP.)

3/4" DIAM. HOLE THROUGH BLOCK

FOR STEEL POST ATTACHMENT

1 3/16" ....:.....::.:..:..::....l,l~

I I 1" (TYP.)

11~ iil__l_

I

SLOPE

2H : 1V OR FLATTER

STEEPER THAN 2H : 1V

BUT NOT

STEEPER THAN 1 H : 1V

ANTI-ROTATION

NAIL 16d (TYP.) \ 5/8" RECESSED \ I HEX NUT (TYP.)

W6 X 9 X 6' LONG STEEL POST

(TYP.) - SEE NOTE 1

\ ~ 6 x 12 BLOCKOUT (TYP.) -·< SEE NOTE 3 w

2.5' MIN.

4.0' MIN.

WOODBLOCK

3/4" DIAM. HOLE FOR BUTTON

HEAD BOLT (TYP.)

W- SEE TABLE

W6 x 9 STEEL POST -

SEE NOTE 1

0 PERMISSIBLE CURB

PLACEMENT AREA -

SEE NOTE 2

GROUND LINE

ELEVATION VIEW

TYPICAL SECTION - WITH CURB

( 6' - 0" LONG POSTS)

SLOPE

SEE TABLE

W6 x 9 STEEL POST (TYP.)

SEE NOTE 3

STEEL POST

SEE NOTE 3

RAIL ELEMENT

(TYP.)

5/8" x 1 1/4" BUTTON HEAD BOLT

WITH 7/32" OVAL GRIP (TYP.)

AND RECESSED HEX NUTS -

8 REQUIRED PER SPLICE

5/8" x 14" BUTTON HEAD BOLT

WITH 7/32" OVAL GRIP AND

RECESSED HEX NUT (TYP.)

ISOMETRIC VIEW

BEAM GUARDRAIL TYPE 31

STANDARD PLAN C-20.10-01

SHEET 1 OF 1 SHEET

APPROVED FOR PUBLICATION

Pasco Bakotich Ill 6120113

STATE DESIGN ENGINEER DATE

~· Washington State Department of Transportation

BEAM GUARDRAIL TRANSITION SECTION : BEAM GUARDRAIL TYPE 31 1

I

I

LlJ

BRIDGE \__ BRIDGE TRAFFIC BARRIER

ONE OR TWO-WAY TRAFFIC

\_ EDGE OF SHOULDER

c c ::::i z a::

LlJ CASE 4-31

LL.

!Il z c

BEAM GUARDRAIL TRANSITION SECTION BEAM GUARDRAIL TYPE 31 I BEAM GUARDRAIL TYPE 31 NON-FLARED TERMINAL

TYPE 31 - PAY LIMIT (SEE NOTE 3) - PAY LIMIT - PAY LIMIT (SEE NOTE 1)

BRIDGE \__ BRIDGE TRAFFIC BARRIER

\_ EDGE OF SHOULDER

ONE OR TWO-WAY TRAFFIC

CASE 5-31

FLARE RATE TABLE

POSTED SPEED

RATE

(MPH)

70 15: 1

60 14: 1

55 12: 1

50 11 : 1

45 10: 1

40 OR LESS 9: 1

BEAM GUARDRAIL TYPE 31 NON-FLARED TERMINAL

-PAY LIMIT (SEE NOTE 1}

NOTES

1. For details, see Standard Plan C-22.40.

2. The slope from the edge of the shoulder into the face of the guardrail should not be steeper than 10H : 1V when the guardrail is within 12' - 0" from the edge of the shoulder.

3. See Contract for Beam Guardrail Transition Section type and Connection to Bridge Traffic Barrier or Concrete Barrier.

See Standard Plan C-24.1 0 for connection details.

BEAM GUARDRAIL TYPE 31

PLACEMENT

(CASES 4-31 & 5-31)

STANDARD PLAN C-20.15-01

SHEET 1 OF 1 SHEET

APPROVED FOR PUBLICATION

Pasco Bakotich Ill 0712112

STATE DESIGN ENGINEER DATE

BEAM GUARDRAIL TYPE 31 - PAY LIMIT

NOTES

1. These Terminals are FHWA accepted at Test Level Two (TL-2) and may be used in applications with speeds of 40 MPH or less.

2. An ET-31 (TL-2) as manufactured by Trinity Industries, Inc. or an SKT-SP-MGS (TL-2) as manufactured by Road Systems Inc.

shall be installed according to manufacturers' recommendations.

3. A reflectorized object marker shall be installed according to manufacturers' recommendations.

4. When snow load post washers and snow load rail washers are required by the Contract, the snow load rail washers shall not be installed within the Terminal limits.

5. Terminal shall be installed at a widening, ensuring the end piece is entirely off the shoulder. While these Terminals do not require an offset at the end, a flare is recommended. A maximum flare of 25 : 1 or flatter over the length of the Terminal is allowed for either the ET-31 (TL-2) or the SKT-SP-MGS (TL-2), with a maximum offset of 24" (in.) over 50' (ft.).

6. For Terminal details, see WSDOT-approved manufacturers' drawings.

------------------------------------------------------------------~~------------------------------------------~--~-----------------·+-•--------------------~· EDGE OF ~DENED ·I· BEAM GUARDRAIL TYPE 31 NON-FLARED TERMINAL ET-31 (TL-2) SHOWN - SEE NOTE 2 I 10'- 0" MIN. I

1!1 I I

I EMBANKMENT

I --" .-•" --- -·•"" --~n••••;~:·;~~:~:~-~;-;;:;.;:;;;,.--.~~- •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••"j1.••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• : ~ (RELATIVE TO GRADE)

10H : 1V SLOPE OR FLATTER

SEE NOTE

BEAM GUARDRAIL TYPE 31 - PAY LIMIT

Ill 11 1 111 111 11 1 111 Ill 11 1 111 Ill 11 1 111 Il l 11 1 111 111 11 1 111 Il l 11 1 111 l.1. l l.1.l l.1.l

BEAM GUARDRAIL TYPE 31 - PAY LIMIT

r-.

Iii ~--- 1 ~ 1 1!1 111 11 1 111 111 11 1 111 I I I I I I

11 1 11 1 I .I. I

I .I. I

ELEVATION VIEW

SKT -SP-MGS (TL-2)

Iii I I

I

I

1!1 I I

ELEVATION VIEW

ET-31 (TL-2)

PLAN VIEW

BEAM GUARDRAIL TYPE 31 NON-FLARED TERMINAL - PAY LIMIT

SKT-SP-MGS (TL-2) SYSTEM LENGTH = 28'- 1 1/2"

(SEE NOTE 4)

11 1 11 1

11 1 l.1.l l.1.l

BEAM GUARDRAIL TYPE 31 NON-FLARED TERMINAL - PAY LIMIT

ET-31 (TL-2) SYSTEM LENGTH = 28'- 1 1/2"

(SEE NOTE 4)

1!1 1:

I

111 11 1 111 11 1 I I I I

1!1

I

1:1 111 111

I.JJ

·I

·I

........_I![V

!II I I

I I

:I·: I I I I I I 1'1 It I

SEE NOTE 3

SEE NOTE 3

EDGE OF SHOULDER

BEAM GUARDRAIL TYP

NON-FLARED TERMINAL

STEEL POSTS (POSTED SPEED

- 40 MPH AND BELOW)

STANDARD PLAN C-22.45-00

SHEET 1 OF 1 SHEET

APPROVED FOR PUBLICATION

Pasco Bakotich Ill 06-16-11

~· Washington Stale Department of Transportation w c c ::::i z 0::

w u.

c

TRANSITION SECTION PAY LIMIT

6'- 3" MAX.

UNRESTRAINED

PRECAST BARRIER

3' - 1 1/2 "

MAX.

END SECTION DESIGN F

SEE STD. PLAN C-7 & C-7a

SEE NOTE 1

PLAN

A CONNECTION

TRANSITION SECTION PAY LIMIT

12'- 6"

BRIDGE RAIL OR

CONCRETE BARRIER

END SECTION DESIGN F

SEE STD. PLAN C-7 & C-7a

SEE NOTES 1 & 2

CURB WIDTH - 9" OR LESS,

OR CONCRETE BARRIER

PLAN

B CONNECTION

TRANSITION SECTION PAY LIMIT

6'- 3"

BRIDGE RAIL OR

CONCRETE BARRIER

END SECTION DESIGN F

SEE STD. PLAN C-7 & C-7a

CURB WIDTH, GREATER

THAN 9" - 18" MAX.

PLAN

C CONNECTION

6'- 3"

FACE OF GUARDRAIL,

EDGE OF SHOULDER

3'- 1 1/2" MAX.

·1· SEE NOTE 4 ·1

NEW BRIDGE

TRAFFIC BARRIER

{SINGLE SLOPE

BARRIER SHOWN)

END SECTION DESIGN F

SEE STD. PLAN C-7 & C-7a

FACE OF GUARDRAIL,

EDGE OF SHOULDER

SEE NOTE 1

FACE OF GUARDRAIL,

EDGE OF SHOULDER

TRANSITION SECTION PAY LIMIT

3'- 1 1/2" MAX.

I' SEE NOTE 4 'I

NOTES

1. Attach guardrail to bridge rail or concrete barrier with 7/8" diameter bolts in accordance with Standard Spec. 9-06.5(4), with thin slab ferrule inserts or resin bonded anchors. See Contract Plans.

2. If the last guardrail post is 3" or less from the end of the bridge barrier, this attachment and blackout is not necessary .

3. This case is also applicable for F-shape and vertical faces with no curbs.

4. When B connection is used with Type 1A Transition, the maximum spacing between bolts is 6'- 3".

5. See Bridge Plans for additional connection details.

6. Wood blocks shown. Blocks of alternate material may be used.

See Standard Specification 9-16.3 (2).

SEE NOTE 5 FACE OF GUARDRAIL,

EDGE OF SHOULDER

PLAN

D CONNECTION

{SEE NOTE 3)

BEAM GUARDRAIL PAY LIMIT

I·

6'- 3" MAX.

END SECTION DESIGN F

SEE STD. PLAN C-7 & C-7a

·I

INSIDE FACE OF RAIL BASE

..- ONE-WAY TRAFFIC

PLAN

F CONNECTION

BRIDGE TRAFFIC

BARRIER

END SECTION DESIGN F

SEE STD. PLAN C-7 & C-7a

TRANSITION SECTION PAY LIMIT

I· 6'- 3" MAX. ·I

PLAN

E CONNECTION

GUARDRAIL CONNECTION

TO BRIDGE RAIL

OR CONCRETE BARRIER

STANDARD PLAN C-24.10-00

SHEET 1 OF 1 SHEET

APPROVED FOR PUBLICATION

Pasco Bakotich Ill 0712112

STATE DESIGN ENGINEER DATE

LlJ Cl Cl ::::i z a::

LlJ

LL.

z

Cl

SEE CONTRACT PLANS

FOR SPECIFIED

CONNECTION I •

I

I

I

I l

/ I! I -

1l1 I, I

'I' I I I 'I

'I' I I I I

I+' I I I

I"

DETAIL 0

12'- 6"

NESTED THRIE

BEAM GUARDRAIL

12 GAGE

-l

I! I 'I' I I I' I I I I I, I' I

'I' I I I, I

'+I

W6x15- 7'- 0" LONG

STEEL POST

WITH 6x8 BLOCK

3/4" X 2 1/2"

SLOT (TYP.)

-l

I! I 1l1 I, I

'I' I I I 'I

'I' I I I I

I+' I I I

"I

I

I

I l rl Ill I • I

'I' I I I, I

'I' I I I, I

'I' I I

DETAIL 0

BEAM GUARDRAIL TRANSITION SECTION TYPE 21 - PAY LIMIT

NOTES

1. This guardrail transition is for connection to a vertical concrete shape, a single slope, or a safety shape barrier. The toe of the single slope and the safety shaped barrier shall be tapered or the barrier blocked out so that the toe of the barrier does not project past the face of the approach guardrail.

2. See Standard Plan C-24.1 0 for details regarding connection to Bridge rail or traffic barrier.

3. For details of typical components, see Standard Plans C-1 b and C-20.1 0.

BEAM GUARDRAIL TYPE 31

NOTE: TRANSITION PAY LIMIT SHALL INCLUDE END SECTION FOR CONNECTION TO BARRIER OR FIXED OBJECT PAY LIMIT

6'- 3"

SHORTTHRIE

BEAM ELEMENT I

12 GAGE

I

-l ~I

- l Co

N

I! I ~!I Ill I, I

'I' I I I 1

'I' I I I I 1 I' I

'1' I 1

3/4" X 2 1/2"

SLOT (TYP.)

I:

, I

I:

, I

I:

'I u

3/4" DIAM. HOLE

THROUGH BLOCK

(TYP.)

12 SPACES@ 3'- 1 1/2"

REDUCER ELEMENT

TYPE C I W-BEAM GUARDRAIL

10 GAGE

I

12 GAGE

I

-L l -1- -1-

!I\ I I I

•I• \_ •I• •I• Ill I, I I, I I, I I, I I I 111 111 T I II 6x12x19" LONG BLOCK I I

I I - SEE DETAIL STD. PLAN C-25.22 1 , I

'I' I I I I I I' I

'1' I I

111 ; 11 :1:

I I I I I I I' I I' I I' I

'1' '1' '1' I I I I I I

W6x12- 7'- 6" LONG STEEL POST

WITH 6x 12 BLOCK

1-

LEFT

(MIRROR OF RIGHT)

7' - 3 1/2"

3' - 1 1/2" 3' - 1 1/2" I· ·I· •I . i .

~ RIGHT

.J.

I:

I I I I I I I I I ,-

THRIE BEAM WOOD BLOCK REDUCER ELEMENT TYPE C

. I· 6'- 3" ·I . 3' - 1 1/2"

I I

I I

I I

I I

.J.~ f...

N

----1..-- I

I: 'I' I I I I

I I, I I I I I I I I I I

I u

W6x 9 - 6' - 0" LONG STEEL I" POST WITH 6x 12 BLOCK

7' - 3 1/2"

1'- 0 1/4"

A I" ' 3

,,. • i "I

~~s) ~~: ~l==z[

SYMMETRICAL

ABOUT ft

SHORT THRIE BEAM ELEMENT

I

I

I

•i l

I

Ill I, I

'I' I I I I

'I' I I I I I I' I

'I' I I

/, GROUND LINE

BEAM GUARDRAIL (TYPE 31)

TRANSITION SECTION

TYPE 21

STANDARD PLAN C-25.20-05

SHEET 1 OF 1 SHEET

APPROVED FOR PUBLICATION

Pasco Bakotich Ill 0712112 w ::::i z c:::

w 11..

27 1/2"

J -)J ~I -~--------~---------~

133/8"

3/4" X 2 1/2"

POST BOLT SLOT

I I I

PLAN

SPLICE BOLT

SLOT (TYP.)

29/32" X 1 1/8"

L l I I

7~~-~ 4 1/4" 4 1/4"

N

ELEVATION

DESIGN A

30"

PLAN

SPLICE BOLT

SLOT (TYP.)

29/32" X 1 1/8"

ELEVATION

DESIGN D

3/8" HOLE

(OPTIONAL)

N

~ cb cb

2 1/4,::1 : 8 1/2"

PLAN

SPLICE BOLT

SLOT (TYP.)

29/32" X 1 1/8"

ELEVATION

DESIGN C

30"

Co

, 318" ]_ 1· : . • 112" •

IC:S c:6 T 3"

7 1/4"

.. ~ :. ~~EB~NT~FOR

DESIGN G

4 11 4" 1,. _.!,. ., SPLICE BOLT

SLOT (TYP.)

29/32" X 1 1/8"

1" HOLES (TYP.)

(SEE NOTE 2)

ELEVATION

DESIGN F

(SEE NOTE 4)

3 1/2"

3 1/2" ~

NOTES

1. End Section Design G shall be used except where noted on the plans or contract.

2. Attach guardrail to bridge rail or concrete barrier with 7/8" diameter bolts (five minimum) Standard Spec. 9-06.5(4), with thin slab ferrule inserts or resin bonded anchors. See the Contract Plans.

3. A single piece having similar dimensional shape to Design G and mating with the W-beam guardrail is an alternate.

4. In cases where Design "F" end section is lapped on the outside of the guardrail, a galvanized 1" ID, 2" OD, 0.134" thick, narrow Type A Plain Washer or a anchor rail washer shall be placed under the splice bolt heads.

PLAN

DESIGN D

END SECTION

SPLICE BOLT

SLOT (TYP.)

29/32" X 1 1/8"

ELEVATION

DESIGN G

(SEE NOTE 3)

BEAM GUARDRAIL

END SECTIONS

STANDARD PLAN C-7

SHEET 1 OF 1 SHEET

APPROVED FOR PUBLICATION

Pasco Bakotich Ill 06-16-11 -~----~S~~=TE~D=Es=IG~NE~N~GIN~E=ER~---- DATE

"' Washington State Department of Transportation w ::::i z 0::

w L1..

b N

29/32" X 1 1/8"

SLOTS (TYP)

8 1/2" I .. I

29/32" X 1 1/8"

SLOTS (TYP)

8 1/2"

25" MIN

b N

29/32" X 1 1/8"

SLOTS (TYP)

29/32" X 1 1/8"

SLOTS (TYP)

8 1/2" I

DESIGN C (THRIE BEAM)

2'- 6"

25" BEND FOR USE WITH ______:r- -~-

DESIGN G (THRIE B~ ~:.": r"J" ~ c:p c:pl~' I 8 1/2" I 3"

!e ('I') 2" 4" 4" N 1 .... 1

7 1/4"

3/4" HOLES (FOR DESIGN G _/

END SECTION ONLY) ~

SEE NOTE 1 N

29/32" X 1 1/8"

SLOTS (TYP)

DESIGN F (THRIE BEAM)

Co

<0

3/4" X 2 1/2"

SLOTS (TYP)

DESIGN D (THRIE BEAM)

N N b N

29/32" X 1 1/8"

SLOTS (TYP)

DESIGN F

(THRIE BEAM)

END SECTION

NOTES

1. Attach guardrail to bridge rail or concrete barrier with 7/8" diameter bolts (five minimum) Standard Spec. 9-06.5(4), with thin slab ferrule inserts or resin bonded anchors.

See the Contract Plans.

2. In cases where Design F End Section is lapped on the outside of the guardrail, a galvanized 1" ID, 2" OD, 0.134" thick, narrow Type A Plain Washer or an anchor rail washer will be placed under the splice bolt heads.

DESIGN D

(THRIE BEAM) END SECTION

29/32" X 1 1/8"

SLOTS (TYP)

THRIE BEAM

END SECTIONS

DESIGN G (THRIE BEAM)

STANDARD PLAN C-7a

SHEET 1 OF 1 SHEET

APPROVED FOR PUBLICATION

Pasco Bakotich Ill 06-16-11 -~----~S~~=TE~D=Es=IG~NE=N=GIN=E=ER~---- DATE

"' Washington State Department of Transportation rn z w 0::

w

III

..J ..J iii z

POST - SEE STD. SPEC. 8-01.3(9)A

ATTACH IN A MANNER THAT ASSURES FABRIC

IS FIRMLY HELD BY THE BACKUP SUPPORT

IN A WAY THAT REDUCES THE POTENTIAL

FOR FABRIC TEARING

BACKUP

SUPPORT

BACKFILLED &

COMPACTED

NATIVE SOIL

SELF-LOCKING TIE-NYLON 6/6 (MIN. GRADE),

120# MIN. TENSILE STRENGTH, UV STABILIZED

NOTE

BURY GEOTEXTILE

IN TRENCH

DURING EXCAVATION, MINIMIZE DISTURBING THE GROUND

AROUND TRENCH AS MUCH AS IS FEASIBLE, AND SMOOTH

SURFACE FOLLOWING EXCAVATION TO AVOID CONCENT

RATING FLOWS. COMPACTION MUST BE ADEQUATE TO

PREVENT UNDERCUTTING FLOWS.

TYPICAL INSTALLATION DETAIL

(STEEL POSTS SHOWN)

.____ 1 n::: / Ll:(• / ------

SEE NOTE 1

1:: / 1.. / 1,, /

----:--;/' .1: ~ -- -- , .,.~ ------- / q:. -- , , ..

INSTALL BACKUP SUPPORT FOR

THE GEOTEXTILE - SEE STANDARD

SPECIFICATION SECTION 8.01.3(9)A

TYPICAL SILT FENCE

WITH BACKUP SUPPORT

ISOMETRIC

(STEEL POSTS SHOWN)

NOTES

1. Install the ends of the silt fence to point slightly upslope to prevent sediment from flowing around the ends of the fence.

2. Perform maintenance in accordance with Standard Specifications 8-01.3{9)A and 8-01.3{15).

3. Splices shall never be placed in low spots or sump locations. If splices are located in low or sump areas, the fence may need to be reinstalled unless the Project Engineer approves the installation.

4. Install silt fencing parallel to mapped contour lines.

SEE NOTE 1

GEOTEXTILE FOR SILT FENCE - SEE STANDARD

SPECIFICATION SECTION

9-33.2 (1 ), TABLE 6

POST

- WOOD OR STEEL

(TYPICAL)

BACKUP

SUPPORT

(TYPICAL)

FABRIC

(GEOTEXTILE)

(TYPICAL)

SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER

TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE

FENCE AT THE OVERLAP.

SPLICE DETAIL

(STEEL POSTS SHOWN)

STATE OF

WASHINGTON

REGISTERED

LANDSCAPE ARCHITECT

ANORA L.SALISBURY

CERTIFICATE NO. 000860

,-----_..J NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCU·

MENT BUT AN ElECTRONIC DUPLICA 1E. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLfCATION, IS KEPT ON FILE AT THE WASHINGTON STATE DEPART

MENT OF TRANSPORTATION. A COPY MAY BE OBTAINED UPON REQUEST.

SILT FENCE

WITH BACKUP SUPPORT

STANDARD PLAN 1-30.10-02

SHEET 1 OF 1 SHEET

APPROVED FOR PUBLICATION

Pasco Bakotich Ill 3122113

STATE DESIGN ENGINEER DATE

... Washington State Department of Transportation

32-D-208

CMagalong Line

CMagalong

FOR INFORMATION ONLY

Line

CMagalong Line

CMagalong Typewritten Text

FOR INFORMATION ONLY

CMagalong

32-D-210

32-D-300

CMagalong Line

CMagalong Line

CMagalong

32-D-306

CMagalong Line

CMagalong Line

CMagalong

Line

CMagalong Line

CMagalong