commonwealth of pennsylvania department … · astm a615m (a615), astm a996m (a996), or astm a706m...

BC-777M

REFERENCE DRAWINGS

SHEET TITLE

INDEX OF SHEETS

4

6

8

SHT.NO.

3

7

2

1

GEOMETRY AND LAYOUT

BC-779M STRUCTURE MOUNTED SOUND BARRIER WALLS

RC-11M CLASSIFICATION OF EARTHWORK FOR STRUCTURES

5

PRECAST CONCRETE POSTS

GROUND MOUNTED SOUND BARRIERS

STANDARD

BC-736M REINFORCEMENT BAR FABRICATION DETAILS

BC-735M WALL CONSTRUCTION AND EXPANSION JOINT DETAILS

BC-778M

BC-734M ANCHOR SYSTEMS

BC-776M

PRECAST CONCRETE PANELS

GROUND MOUNTED SOUND BARRIERS -

DETAIL 1

DETAIL 2

DETAIL 3

DETAIL 4

9

MATERIAL NOTES

POST DETAILS

GENERAL NOTES NOTES TO FABRICATOR

10

SHEET 1 OF 12

12

11

DETAIL 5

DETAIL 6

DETAIL 7

DETAIL 8

DESCRIPTION

1

DESCRIPTION OF DETAILS

DETAIL

2

3

4

CONNECTION TO CAISSON

PRECAST CONCRETE POST WITH BASE PLATE

CONNECTION TO SPREAD FOOTING

PRECAST CONCRETE POST WITH BASE PLATE

PRECAST CONCRETE POST EMBEDDED IN CAISSON

FOOTING (WITH OR WITHOUT PEDESTAL)

PRECAST CONCRETE POST EMBEDDED IN SPREAD

5

6

7

8

GENERAL NOTES

SPREAD FOOTING (WITH OR WITHOUT PEDESTAL)

PRECAST CONCRETE ANGLED POST EMBEDDED IN

SPREAD FOOTING (WITH OR WITHOUT PEDESTAL)

PRECAST CONCRETE CORNER POST EMBEDDED IN

IN CAISSON

PRECAST CONCRETE ANGLED POST EMBEDDED

IN CAISSON

PRECAST CONCRETE CORNER POST EMBEDDED

GROUND MOUNTED SOUND BARRIERS - STEEL POSTS

GENERAL NOTES

PANEL SEAT DETAILS

1. REFER TO BC-776M FOR NOTES TO FABRICATOR.

APPLY STAIN IN ACCORDANCE WITH CONTRACT DRAWINGS AND SPECIAL PROVISIONS.

14. PENETRATING CONCRETE STAIN:

SPECIAL PROVISIONS.

APPLY ANTIGRAFFITI COATING IN ACCORDANCE WITH CONTRACT DRAWINGS AND

13. ANTIGRAFFITI COATING:

PROVIDE BACKER ROD MATERIAL IN ACCORDANCE WITH PUBLICATION 408, SECTION 705.9.

12. JOINT BACKING MATERIAL (BACKER ROD):

JOINT SEALING MATERIAL TO MATCH FINAL COLOR OF PANEL.

SECTION 705.4(a).

PROVIDE JOINT SEALING MATERIAL IN ACCORDANCE WITH PUBLICATION 408,

11. JOINT SEALING MATERIAL:

CAULKING COMPOUND TO MATCH FINAL COLOR OF PANEL.

PROVIDE CAULKING COMPOUND IN ACCORDANCE WITH PUBLICATION 408, SECTION 705.8(b).

10. CAULKING COMPOUND:

NON-SHRINK GROUT TO MATCH FINAL COLOR OF PANEL.

PACK GROUT INTO PLACE. DO NOT POUR OR INJECT GROUT.

PLACE NON-SHRINK GROUT AFTER THE BASE PLATE IS LEVELED ON THE LEVELING NUTS.

PROVIDE NON-SHRINK GROUT IN ACCORDANCE WITH PUBLICATION 408, SECTION 1080.2(c).

9. NON-SHRINK GROUT:

PROVIDE EPOXY BONDING COMPOUND IN ACCORDANCE WITH PUBLICATION 408, SECTION 706.1.

8. EPOXY BONDING COMPOUND:

IN ACCORDANCE WITH PUBLICATION 408, SECTION 1113.02.

PROVIDE PLAIN NEOPRENE PADS WITH A DUROMETER HARDNESS OF 50 (+ / -) 5

7. PLAIN NEOPRENE BEARING PADS AND ELASTOMERIC PADS:

18. REINFORCEMENT IN SOME SECTIONS IS NOT SHOWN FOR CLARITY.

17. DIMENSIONS SHOWN ARE FOR A NORMAL TEMPERATURE OF 20 DEGREES C (68 DEGREES F).

16. ALL DIMENSIONS SHOWN ARE HORIZONTAL, EXCEPT AS NOTED.

15. RAKE-FINISH ALL HORIZONTAL CONSTRUCTION JOINTS, EXCEPT AS NOTED.

(1" x 1"), EXCEPT AS NOTED.

14. CHAMFER EXPOSED CONCRETE EDGES ON CAST-IN-PLACE CONCRETE 25 mm x 25 mm

EXCEPT AS NOTED.

13. CHAMFER EXPOSED CONCRETE EDGES ON PRECAST POSTS 12 mm x 12 mm (�" x �"),

12. REFER TO PUBLICATION 408, SECTION 1006.3(a) FOR CAISSON SHAFT TOLERANCES.

11. REFER TO PUBLICATION 408, SECTION 1086.3 FOR FABRICATION AND ERECTIONS TOLERANCES.

(COLOR TO MATCH PANEL).

10. SEAL ALL OPEN JOINTS WITH CAULKING COMPOUND AND/OR JOINT SEALING MATERIAL.

9. FILL ALL LIFTING INSERTS WITH NON-SHRINK GROUT. GROUT TO MATCH PANEL.

FOR A LOWER CLASS CONCRETE AT NO ADDITIONAL COST TO THE DEPARTMENT.

8. A HIGHER STRENGTH CONCRETE, FOR CAST-IN-PLACE CONCRETE, MAY BE SUBSTITUTED

MANUAL PART 4.

7. PROVIDE CONCRETE COVER IN ACCORDANCE WITH THIS STANDARD AND DESIGN

6. INSTALL ANCHOR BOLTS, POSTS, AND PANELS TRULY VERTICAL.

5. WALL HEIGHTS MUST EQUAL OR EXCEED THE ACOUSTICAL PROFILE.

AASHTO/AWS/D1.5M/D1.5 2002.)

PROVISIONS. (USE AWS/D1.1/D1.1M 2002 FOR WELDING NOT COVERED IN

AASHTO/AWS/D1.5M/D1.5 2002 - BRIDGE WELDING CODE AND THE CONTRACT SPECIAL

OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PUBLICATION 408,

PROVIDE MATERIALS AND PERFORM WORK IN ACCORDANCE WITH THE CURRENT VERSION

4. CONSTRUCTION SPECIFICATIONS AND WORKMANSHIP:

WHICH PERMITS A 33% OVERSTRESS.)

IN ALLOWABLE UNIT STRESSES ARE PERMITTED EXCEPT FOR GROUP III LOADINGS

DESIGN IS IN ACCORDANCE WITH THE WORKING STRESS DESIGN METHOD. (NO INCREASE

AND 2003 INTERIMS.

SIGNS, LUMINARIES AND TRAFFIC SIGNALS", 4TH EDITION, INCLUDING THE 2002

2001 AASHTO "STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY

INCLUDING THE 1993 AND 1994 INTERIMS.

1992 AASHTO "STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES", 15TH EDITION,

INCLUDING THE 1992 AND 2002 INTERIMS.

1989 AASHTO "GUIDE FOR STRUCTURAL DESIGN OF SOUND BARRIERS",

PENNDOT DESIGN MANUAL PART 4, STRUCTURES.

3. DESIGN SPECIFICATIONS:

2. ALL "DESIGN" METRIC UNITS INDICATED ARE SOFT CONVERTED FROM U.S. CUSTOMARY UNITS.

UNITS IN ( ) PARENTHESIS.

1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED. U.S. CUSTOMARY

SECTION 1105.02(s).

GALVANIZE ALL ANCHOR BOLTS AND HARDWARE IN ACCORDANCE WITH PUBLICATION 408,

ACCORDANCE WITH PUBLICATION 408, SECTION 1105.02(c)3b.

PROVIDE LOCK WASHERS AND FLAT WASHERS CONFORMING TO ASTM F436M (F436) IN

[ASTM A709M (A709), GRADE 250 (36)].

PROVIDE OVERSIZE WASHERS CONFORMING TO AASHTO M270M (M270) GRADE 250 (36)

WITH PUBLICATION 408, SECTION 1105.02(c)3a.

PROVIDE HEAVY HEX NUTS CONFORMING TO ASTM A563M (A563A) IN ACCORDANCE

WITH PUBLICATION 408, SECTION 1105.02(c)3.

PROVIDE ANCHOR BOLTS CONFORMING TO ASTM F1554, GRADE 250 (36) IN ACCORDANCE

6. ANCHOR BOLTS, NUTS, AND WASHERS:

REPAIR DAMAGED GALVANIZING IN ACCORDANCE WITH PUBLICATION 408, SECTION 1105.02(s)2.

1105.02(s) .

GALVANIZE PLATES AND HARDWARE IN ACCORDANCE WITH PUBLICATION 408, SECTION

[ASTM A709M (A709), GRADE 250 (36)] UNLESS OTHERWISE NOTED.

PROVIDE STRUCTURAL STEEL CONFORMING TO AASHTO M270M (M270) GRADE 250 (36)

5. FABRICATED STRUCTURAL STEEL:

AS INDICATED.

DO NOT MIX THE USE OF WELDED WIRE FABRIC AND REINFORCEMENT STEEL, EXCEPT

SPECIFICATIONS AS MODIFIED BY THE DESIGN MANUAL PART 4.

PROVIDE MINIMUM LAP FOR WELDED WIRE FABRIC IN ACCORDANCE WITH CURRENT AASHTO

PROVIDE UNCOATED, EPOXY COATED, OR GALVANIZED WELDED WIRE FABRIC IN THE POSTS.

ALL WELDED WIRE FABRIC SHOWN IS SOFT CONVERTED METRIC SIZES.

fs = 160 MPa (24,000 PSI)

OF ASTM A497 IN THE PRECAST CONCRETE POSTS.

PROVIDE GRADE 480 (GRADE 70) DEFORMED WELDED WIRE FABRIC THAT MEET THE REQUIREMENTS

4. WELDED WIRE FABRIC:

SECTION 1002, MAY BE USED UPON ACCEPTANCE FROM THE ENGINEER.

MECHANICAL CONNECTIONS, WHICH MEETS THE REQUIREMENTS OF PUBLICATION 408,

DO NOT SPLICE VERTICAL POST REINFORCEMENT.

PART 4, WHICHEVER IS GREATER.

ACCORDANCE WITH THE CURRENT AASHTO SPECIFICATIONS AS MODIFIED BY THE DESIGN MANUAL

PROVIDE MINIMUM LAP AND EMBEDMENT LENGTH FOR REINFORCING BARS OF 30 DIAMETERS OR IN

CONCRETE POST WITH BASE PLATES.

PROVIDE EPOXY COATED OR GALVANIZED THREADED REINFORCEMENT BARS IN THE PRECAST

PANEL SEATS, AND PEDESTALS AS SPECIFIED ON THE CONTRACT DRAWINGS.

PROVIDE UNCOATED, EPOXY COATED, OR GALVANIZED REINFORCEMENT IN THE POSTS, RAISED

PROVIDE UNCOATED REINFORCEMENT IN THE FOOTINGS AND CAISSONS.

ALL REINFORCEMENT STEEL BARS SHOWN ARE SOFT CONVERTED METRIC SIZES.

fs = 160 MPa (24,000 PSI)

FOOTINGS, CAISSONS, OR WHERE BENDING OR WELDING OF REINFORCEMENT BARS IS INDICATED.

BARS UNLESS SPECIFIED. DO NOT USE RAIL STEEL A996M (A996) REINFORCEMENT BARS IN

ASTM A615M (A615), ASTM A996M (A996), OR ASTM A706M (A706). DO NOT WELD REINFORCING

PROVIDE GRADE 420 (GRADE 60) DEFORMED REINFORCING BARS THAT MEET THE REQUIREMENTS OF

3. REINFORCEMENT STEEL:

ON THE CONTRACT DRAWINGS.

PROVIDE SMOOTH FINISH ON ALL FACES OF THE PRECAST POST, UNLESS OTHERWISE SPECIFIED

THE POSTS FROM THE FORMS.

PROVIDE A MINIMUM CONCRETE STRENGTH OF 27.6 MPa (4,000 PSI) BEFORE STRIPPING

DENSITY OF CONCRETE = 2400 kg/m3 (UNIT WEIGHT OF CONCRETE = 150 LB. / CU. FT.)

f’c = 35 MPa (5,000 PSI)

PROVIDE CLASS AA CEMENT CONCRETE, MODIFIED IN THE PRECAST CONCRETE POSTS.

2. PRECAST CONCRETE POSTS:

DENSITY OF CONCRETE = 2400 kg/m3 (UNIT WEIGHT OF CONCRETE = 150 LB. / CU. FT.)

f’c = 21 MPa (3,000 PSI)

AND CAISSONS.

PROVIDE CLASS A CEMENT CONCRETE IN THE CAST-IN-PLACE FOOTINGS, PEDESTALS,

1. CAST-IN-PLACE CONCRETE:

COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION

BUREAU OF DESIGN

NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES MUST BE USED ON PLANS. METRIC AND ENGLISH VALUES SHOWN MAY NOT BE MIXED.

MADE TO THE CHIEF BRIDGE ENGINEER.

DRAWINGS A SPECIAL SUBMISSION REQUESTING APPROVAL FOR SPECIFIC DETAILS MUST BE

23. IF NEEDED DETAIL IS NOT FOUND IN THE SOUND BARRIER STANDARDS OR ON THE CONTRACT

22. FOR ADDITIONAL INFORMATION REFER TO BC-776M.

AND THE CONTRACT SPECIAL PROVISIONS.

UTILITIES IN ACCORDANCE WITH PUBLICATION 408, SECTION 105.06 AND 107.12,

21. COORDINATE, LOCATE, AND CONDUCT ALL WORK RELATED TO PUBLIC AND PRIVATE

PLACE EPOXY BONDING COMPOUND BETWEEN POURS, AS REQUIRED.

ONE CONTINUOUS OPERATION. FILL REMAINDER OF CAISSON WITH CLASS A CONCRETE.

PLACE CONCRETE BY TREMIE METHODS TO ABOVE THE GROUND WATER ELEVATION IN

IF GROUNDWATER FLOW ENTERS THE CAISSON EXCAVATION DURING CONSTRUCTION,

TO PREVENT CAVED MATERIAL FROM CONTAMINATING THE CONCRETE.

LEVELS ABOVE THE BOTTOM OF CASING AT ALL TIMES DURING CASING EXTRACTION

ORDER TO MAINTAIN AN OPEN SHAFT. IF CASING IS USED, MAINTAIN CONCRETE

TEMPORARY CASING MAY BE REQUIRED DURING CAISSON CONSTRUCTION IN

EMBANKMENT DURING DRILLING AND INSTALLATION OF CAISSONS.

AND FOR MAINTAINING THE STABILITY OF THE GROUND CUT SLOPE OR FILLED

THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE DRILLED OPENING INTACT

ELEVATIONS PRIOR TO CONSTRUCTION OF CAISSONS.

CONSTRUCT EMBANKMENTS AND/OR CUT EXISTING GRADE TO THE TOP OF CAISSON

20. CAISSONS:

WHEN SPECIFIED OR DIRECTED.

USE CLASS C CEMENT CONCRETE OR NO. 2A COARSE AGGREGATE BELOW SPREAD FOOTING

ADJUSTED PANEL HEIGHTS AND POST DESIGNS WILL NEED TO BE ADJUSTED.

DIMENSIONS NECESSARY TO PROVIDE A PROPER FOUNDATION. IF SPREAD FOOTINGS ARE

SPREAD FOOTINGS MAY BE ORDERED BY THE ENGINEER TO BE AT ANY ELEVATION OR ANY

CONSTRUCT FOOTING.

EXCAVATE FOR FOOTING CONSTRUCTION.

ELEVATIONS.

CONSTRUCT EMBANKMENTS AND/OR CUT EXISTING GRADE TO THE TOP OF FOOTING

19. SPREAD FOOTINGS:

CHIEF BRIDGE ENGINEER

OCT.26, 2010 RECOMMENDEDRECOMMENDED

DIRECTOR, BUREAU OF DESIGN

OCT.26, 2010

BC-777M

GEOMETRY AND LAYOUT



STANDARD

INDICATED OR SPECIFIED

610 (2’-0") MAX. WHERE

DIFFERENCE IN PANEL HEIGHT

(TYP.)

25 (1") MAX.

0 (0") MIN.

GROUND

PROPOSED

EXISTING OR

LEVEL PANEL

GROUND MOUNTED SOUND BARRIER ELEVATION

DD

C

C

NOTES:

(COLOR TO MATCH POST) (TYP.)

AFTER INSTALLATION),

(FILL WITH NON-SHRINK GROUT

GALVANIZED LIFTING INSERT

BY DESIGN

AS REQUIRED

EMBEDMENTNEOPRENE BEARING PAD (TYP.)

12 (1/2") THICK (MIN.)

A

A

SPREAD FOOTING

B

B

CAISSON

AND CAISSON

EXCAVATION

LIMIT OF

BY DESIGN

AS REQUIRED

EMBEDMENT

MAX. (TYP.)

75 (3")

MIN. (TYP.)

140 (5�") END OF PANEL

(WHEN SPECIFIED)

SURFACE TREATMENT

LIMITS OF ARCHITECTURAL

(MI

N.)

SECTION A-A

SECTION B-B

LT

(3’-0")

(MI

N.)

457

(1’-6")

ELEV. BELOW

FROST LINE

AND CAISSON

CL POST, NOTCH,

AND FOOTING

CL POST, NOTCH,

914

TOP OF

TOP OF

LEGEND:

OF LIFTING INSERTS

FABRICATOR TO VERIFY ADEQUACY

(MI

N.)

457

(1’-6")

PS = POST SPACING: 6096 (20’-0") MAX.

EDGE OF POST

BC-776M (LEVEL)

SEE DETAIL B ON SHEET 6 OF

CL PANEL JOINT (IF REQUIRED),

REFER TO CONTRACT DRAWINGS

AS REQUIRED BY DESIGN

(LEVEL)

CAISSON

(LEVEL)

FOOTING

PANELS

CONCRETE

PRECAST

GROUND

TOP OF

GROUND

TOP OF

PANELS

CONCRETE

PRECAST

(1’-0") DIFFERENCE.

SIDE OF WALL TO BE WITHIN 300

FROM WALL. FILL DEPTH ON EACH

GRADE GROUND TO DRAIN AWAY

TRULY VERTICAL

CONCRETE POST

CL PRECAST

TRULY VERTICAL

CONCRETE POST

CL PRECAST

FOR PANEL

LOW SEAT

SECTION C-C

NO

TC

H,

AN

D

CAI

SS

ON

CL

PR

EC

AS

T

CO

NC

RE

TE

PO

ST,POST AND CAISSON

CL PRECAST CONCRETE

CAISSON

POST

CONCRETE

PRECAST

(TYP.)

75 (3") MAX.

25 (1") MIN.

SHEET 2 OF 12

LEVEL (TYP.)

TOP OF POST

DIAMETER

CAISSON

CD =

2, 4, 7 AND 8

SEE DETAILS

CONNECTIONS;

1, 3, 5 AND 6

SEE DETAILS

CONNECTIONS;

POST

CONCRETE

PRECAST

CORNER POST

POST

CONCRETE

PRECAST

CAISSONCAISSON

POST AND CAISSON

CL PRECAST CONCRETE

CD = CAISSON DIAMETER

CD/2 CD/2


CD/2

POST AND CAISSON

CL PRECAST CONCRETE

CD/2


CD/2 CD/2

SEE NOTE A

BEARING PAD

NEOPRENE

ADHESIVE (TYP.)

ATTACH TO CONCRETE SEAT WITH APPROVED

100 (4") MIN. WIDTH, 50 DUROMETER,

THICKNESS BY 125 (5") MIN. LENGTH BY

NEOPRENE BEARING PAD 12 (�") MIN.

NOTE A:

IN-LINE POST ANGLED IN-LINE POST

CL

CAI

SS

ON

CL NOTCH CL NOTCH

SEE NOTE A

BEARING PAD

NEOPRENE

(TYP.)

75 (3") MAX.

25 (1") MIN.

FOR PANEL

LOW SEATSEE NOTE A

BEARING PAD

NEOPRENE

FOR PANEL

LOW SEAT

(TYP.)

75 (3") MAX.

25 (1") MIN.

PO

ST

AN

D

CAI

SS

ON

CL

PR

EC

AS

T

CO

NC

RE

TE

(S

EE

NO

TE 2)

H

=

WA

LL

HEI

GH

T

(S

EE

NO

TE 3)

EM

BE

DM

EN

T

MI

N.

PA

NE

L

150 (6")

J

=

CAI

SS

ON

LE

NG

TH

(S

EE

NO

TE 2)

H

=

WA

LL

HEI

GH

T

(S

EE

NO

TE 2)

9144 (30’-0")

MA

X.

1219 (4’-0")

MI

N.

H

=

WA

LL

HEI

GH

T

ON SHEET 1)

(SEE GENERAL NOTE 5

(TOP OF WALL)

ACOUSTICAL PROFILE

(SEE NOTE 3)

EMBEDMENT (TYP.)

150 (6")MIN. PANEL

(SEE BC-776M)

610 (2’-0")MAX.

150 (6") MIN.

(SEE NOTE 4)

(LEVEL)(TYP.)

BOTTOM OF PANEL

ON THE CONTRACT DRAWINGS)

CONCRETE PANEL (AS SPECIFIED

OPTIONAL SLOPED PRECAST

CONTRACT DRAWINGS.

PANELS AS SPECIFIED ON THE

PROVIDE LEVEL OR SLOPED

EXCEED ACOUSTICAL PROFILE.

TOP OF PANEL TO MATCH OR

5. FOR SECTION D-D, REFER TO SHEET 3.

REFER TO BC-776M, SHEET 3.

4. FOR OPTIONAL SLOPED BOTTOM PANEL

AND ANCHOR BOLT PROJECTIONS.

INCREASED TO ACCOMMODATE BASE PLATES

3. PANEL EMBEDMENT MAY NEED TO BE

CAISSON TO TOP OF WALL

H = HEIGHT FROM TOP OF FOOTING/

POST WITHOUT BASE PLATE:

PLATE TO TOP OF WALL

H = HEIGHT FROM TOP OF BASE

POST WITH BASE PLATE:

2. WALL HEIGHT IS DEFINED AS FOLLOWS:

TO NOTES ON SHEET 1.

1. FOR ADDITIONAL INFORMATION REFER

SEAT

PANEL

RAISED

CAISSON)

(CLASS A CONCRETE OF

PERIPHERY OF EXCAVATION

CAISSON)

(CLASS A CONCRETE OF

PERIPHERY OF EXCAVATION

SEAT

PANEL

RAISED

SEAT

PANEL

RAISED

(MIN.)(TYP.)

100 (4")

(MIN.)(TYP.)

100 (4")

(MIN.)(TYP.)

100 (4")

SPREAD FOOTING SIMILAR)

(CONCRETE CAISSON SHOWN,

(WITHOUT BASE PLATES)

610 (2’-0") MAX.

150 (6") MIN.

CONTRACT DRAWINGS)

(AS SPECIFIED ON THE

IN GROUND ELEVATION)

ACCOMMODATE CHANGES

RAISED PANEL SEAT (TO

LEVEL OR SLOPED TOP PANEL

(SLOPED TOP PANEL PREFERRED)


BUREAU OF DESIGN





OCT.26, 2010

THAN 6 (1/4") (TYP.)

IF OPENING IS GREATER

BACKER ROD REQUIRED+-()

+-()

(TYP.)

(�" �")

12 6

(TYP.)

25 (1") MIN.

(TYP.)

90°

BC-777M

POST DETAILS



STANDARD

POST AND NOTCH

CL PRECAST CONCRETE

CONCRETE POST

CL PRECAST

END POSTCORNER POSTIN-LINE POST ANGLED IN-LINE POST

NOTES:

+-()

+-()

(TYP.)

(�" �")

12 6

(TYP.)

25 (1") MIN.

(TYP.)

90°

+-()

+-()

(TYP.)

(�" �")

12 6

(TYP.)

25 (1") MIN.

THAN 6 (1/4") (TYP.)


BACKER ROD REQUIRED

+-()

+-()(TYP.)

(� " � ")

12 6

(TYP.)25 (1"

) MIN.

(WHEN SPECIFIED)

TREATMENT (TYP.)

ARCHITECTURAL

(WHEN SPECIFIED)

TREATMENT (TYP.)

ARCHITECTURAL

(WHEN SPECIFIED)

TREATMENT (TYP.)

ARCHITECTURAL

(TYP.)

75°

(TYP.)

90°

POST TYPES WITH STRAIGHT PANELS

SECTION D-D

CONCRETE PANEL

CL PRECAST

END POSTCORNER POSTIN-LINE POST ANGLED IN-LINE POST

+-()

+-()

(TYP.)

(�" �")

12 6

(TYP.)

25 (1") MIN.

(TYP.)

90°

+-()

+-()

(TYP.)

(�" �")

12 6

(TYP.)

25 (1") MIN.

THAN 6 (1/4") (TYP.)


BACKER ROD REQUIRED

+-()

+-()(TYP.)

(� " � ")

12 6

(TYP.)25 (1"

) MIN.

CONCRETE PANEL

CL PRECAST

(WHEN SPECIFIED)

TREATMENT (TYP.)

ARCHITECTURAL

(WHEN SPECIFIED)

TREATMENT (TYP.)

ARCHITECTURAL

(TYP.)

75°

(TYP.)

90°

POST TYPES WITH ANGLED PANELS

SECTION D-D

THAN 6 (1/4") (TYP.)


BACKER ROD REQUIRED

+-()

+-()

(TYP.)

(�" �")

12 6

(TYP.)

25 (1") MIN.

(WHEN SPECIFIED)

TREATMENT (TYP.)

ARCHITECTURAL

=0°-6°

=0°-6°

=0°-6°

CONCRETE PANEL

CL PRECAST

CONCRETE PANEL

CL PRECAST

CL NOTCH=0°-6°

CL NOTCH

=0°-6°

CL NOTCHCL NOTCH

POST AND NOTCH

CL PRECAST CONCRETE

=0°-6°

=0°-6°

PANEL

CONCRETE

CL PRECAST

SHEET 3 OF 12

SECTION D-D.

2. REFER TO SHEET 2 FOR LOCATION OF



PANEL (TYP.)

PRECAST CONCRETE CL NOTCH

PANEL (TYP.)

PRECAST CONCRETE

CL NOTCH

CL NOTCH

PANEL (TYP.)

PRECAST CONCRETE

CL NOTCH

PANEL (TYP.)

PRECAST CONCRETE

(1�")

38

(1�")

38

PANEL (TYP.)

PRECAST CONCRETE

PANEL (TYP.)

PRECAST CONCRETE PANEL (TYP.)

PRECAST CONCRETE

PANEL (TYP.)

PRECAST CONCRETE

MAX. GAP

25 (1")

MAX. GAP

25 (1")

MAX. GAP

25 (1") MAX. GAP25

(1")

(T

YP.)

19 (�

")

MA

X.

0

MI

N.

(T

YP.)

19 (�

")

MA

X.

0

MI

N.

MATCH PANELS) (TYP.)

DRAINAGE. (COLOR TO

BOTTOM OF PANEL FOR

LEAVE 100 (4") GAP AT

OR CAULKING COMPOUND.

JOINT SEALING MATERIAL


DRAINAGE. (COLOR TO

BOTTOM OF PANEL FOR





DRAINAGE. (COLOR TO

BOTTOM OF PANEL FOR




(T

YP.)

19 (�

")

MA

X.

0

MI

N.

(T

YP.)

19 (�

")

MA

X.

0

MI

N.

(T

YP.)

19 (�

")

MA

X.

0

MI

N.


DRAINAGE. (COLOR TO

BOTTOM OF PANEL FOR




(T

YP.)

19 (�

")

MA

X.

0

MI

N.

(IF REQUIRED)

POST

44 (1�") CLR.

(TYP.)

50 (2")

ANGLED POST

CL PRECAST CONCRETE

CORNER POST

CL PRECAST CONCRETE

CORNER POST

CL PRECAST CONCRETE

CONCRETE END POST

CL PRECAST

POST AND NOTCH

CONCRETE END

CL PRECAST

CORNER POST

CONCRETE

CL PRECAST

CORNER POST

CONCRETE

CL PRECAST

CONCRETE END POST

CL PRECAST

POST AND NOTCH

CONCRETE END

CL PRECAST

CENTERLINE OF NOTCH.

RELATIONSHIP TO

= PANEL ORIENTATION IN

CONCRETE POST

CL PRECAST

ANGLED POST

CL PRECAST CONCRETE

(T

YP.)

19 (�

")

MA

X.

0

MI

N.

(WHEN SPECIFIED)

TREATMENT (TYP.)

ARCHITECTURAL

(T

YP.)

19 (�

")

MA

X.

0

MI

N.

FOR PRECAST CONCRETE POST

WWF VERTICAL SPLICE DETAIL

(MIN.)(TYP.)

OVERHANG

50 (2")

(TYP.)

(MIN.)

50 (2")

(MI

N.)

SP

LI

CE

LE

NG

TH

254 (10")

SPACING)(TYP.)

102 (4")(WIRE

USING AN ALTERNATE SPACING AND WIRE SIZE.

(WWF 4x4-104x104). REVISE SPLICE LENGTH IF

SPLICE SHOWN FOR WWF 102x102-MD26xMD26

NOTE:


BUREAU OF DESIGN





OCT.26, 2010

BC-777M

NOTES:

LEGEND:





STANDARD

STEEL BASE PLATE

CLR.

50 (2")

75 (3")

CLR. MIN.

50 (2")

CLR.

DETAIL FOR FOOTING IS SIMILAR)

(DETAIL FOR CAISSON SHOWN

DETAIL FOR CAISSON IS SIMILAR)

(DETAIL FOR FOOTING SHOWN

POST AND CAISSON

CL PRECAST CONCRETE

EE

POST AND FOOTING

CL PRECAST CONCRETE

F

POST AND FOOTING

CL PRECAST CONCRETE

FPAD (TYP.)

NEOPRENE BRG.

THICK (MIN.)

12 (1/2")

#16 (#5)

U-BARS

PAD (TYP.)

NEOPRENE BRG.

THICK (MIN.)

12 (1/2")

#16 (#5)

U-BARS

SURFACED)

JOINT (ROUGH

OPTIONAL CONSTR.

SECTION E-E

RAISED PANEL SEAT

CAISSON

SECTION F-F

(TYP.)

CLR.

50 (2")

4-#16 (#5)

@

EQ

UA

L

SP

AC

ES

PANEL

CONCRETE

PRECAST

CLR.

50 (2")

#13 (#4)

#10 (#3) OR

SP

AC

ES

PRECAST CONCRETE POST

(MIN.)

305

(1’-0")

POST AND CAISSON

CL PRECAST CONCRETE

NOTCH AND CAISSON

CL PRECAST CONCRETE POST,

PANEL

CONCRETE

PRECAST


SEAT

PANEL

RAISED

(2 BAR MINIMUM)

#13 @ 300 (#4 @ 12") MIN.

#10 @ 225 (#3 @ 9") MIN. OR

(LEVEL)

TOP OF PANEL SEAT

(LEVEL)

TOP OF CAISSON

(2 BARS MINIMUM)

#13 @ 300 (#4 @ 12") MIN.

#10 @ 225 (#3 @ 9") MIN. OR

(LEVEL)

TOP OF FOOTING

SPREAD FOOTING

(ROUGH SURFACED)

CONSTR.JOINT

(LEVEL)

TOP OF PANEL SEAT

(TYP.)

75 (3") MAX.

25 (1") MIN.

WEB

EDGE OF POST

WEB

EDGE OF POST

SPREAD FOOTING

PR

EC

AS

T

CO

NC

RE

TE

PO

ST

DE

PT

H

VARIES

WIDTH

NOTCH, AND FOOTING


SHEET 4 OF 12

533 (1’-9")

457 (1’-6")

OR

BASE PLATE

CONCRETE POST

PRECAST

ON CONTRACT DRAWINGS.

DETAILS SHOWN. PROVIDE DETAILS

POST NOT SHOWN, BUT SIMILAR TO

3. DETAILS FOR ANGLED POST AND CORNER

BE DETAILED ON THE CONTRACT DRAWINGS.

2 .RAISED PANEL SEATS (IF REQUIRED) TO



MIN.

EPOXY - 460 (1’-6")

(1’-3") MIN.

GALVANIZED - 380

UNCOATED OR

WITHOUT BASE PLATE

PANEL SEAT ELEVATION

MIN. (TYP.)

125 (5")

MIN.

EPOXY - 460 (1’-6")

(1’-3") MIN.

GALVANIZED - 380

UNCOATED OR

MIN. (TYP.)

125 (5")

UNDER BASE PLATE

NON-SHRINK GROUT

(1" �")

25 6

1

2

RAISED PANEL SEAT TYPICAL PANEL SEAT RAISED PANEL SEAT TYPICAL PANEL SEAT

914 (3’-0") OR 1067 (3’-6")

RAISED PANEL SEAT TYPICAL PANEL SEAT RAISED PANEL SEAT TYPICAL PANEL SEAT

BASE PLATE

GROUT UNDER

NON-SHRINK

#13 (#4)

#10 (#3) OR

PR

EC

AS

T

CO

NC

RE

TE

PO

ST

DE

PT

H

(#5)

@

4-#16

EQ

UA

L

PANEL SEAT DETAILS

CD = DIAMETER CAISSON

610 (2’-0") MAX.

150 (6") MIN.

ELEVATIONS)

CHANGES IN GROUND

(TO ACCOMMODATE

RAISED PANEL SEAT

610 (2’-0") MAX.

150 (6") MIN.

ELEVATIONS)

CHANGES IN GROUND

(TO ACCOMMODATE

RAISED PANEL SEAT

WITH BASE PLATE


PLATE (LEVEL)

TOP OF BASE

D+25 (1")+t

DEPTH =


BUREAU OF DESIGN





OCT.26, 2010

BC-777M

LEGEND:





STANDARD

D+38 (1�

")

DETAIL SHOWN MAY BE PATENTED

PLEASE NOTE THAT THE ANCHOR BOLT

PLAN

ELEVATION

CAISSON

(TYP.)

CL BOLT HOLE

SL

OT (

TY

P.)

CL

OV

ER

SI

ZE

D

GG


(GALVANIZED) (TYP.)

AND OVERSIZED WASHER

HEAVY HEX DOUBLE NUTS

(GALVANIZED)

BASE PLATE

FLAT WASHER (TYP.)

LOCK WASHER AND

HEAVY HEX NUT,

(TYP.)

WASHER (GALVANIZED)

NUT AND OVERSIZED

HEAVY HEX LEVELING

MIN. (TYP.)

12 (�")

TO CAISSON

BASE PLATE CONNECTION

PRECAST CONCRETE POST WITH

DETAIL 1

NON-SHRINK GROUT

(TYP.)

(9")

230

NOTCH, AND CAISSON

POST, BASE PLATE,

CL PRECAST CONCRETE

(LEVEL)

CAISSON

TOP OF

P

=

PR

OJ

EC

TI

ON

TIGHTENING NUTS (TYP.)

BURR THREADS AFTER

NOTCH, AND CAISSON

POST, BASE PLATE,

CL PRECAST CONCRETE

AN

D

CAI

SS

ON

PO

ST,

BA

SE

PL

AT

E

CL

PR

EC

AS

T

CO

NC

RE

TE

AN

D

CAI

SS

ON

PO

ST,

BA

SE

PL

AT

E,

CL

PR

EC

AS

T

CO

NC

RE

TE

CAISSON

SECTION G-G

914 (3’-0") OR 1067 (3’-6")

NOTCH, AND CAISSON

POST, BASE PLATE,

CL PRECAST CONCRETE

75 (3") CLR.

L

AP


NOTES:

PANEL SEAT PLAN

CAISSON

CONCRETE POST

PRECAST

AND CAISSON

POST, BASE PLATE,

CL PRECAST CONCRETE

CAI

SS

ON

BA

SE

PL

AT

E,

NO

TC

H,

AN

D

CL

PR

EC

AS

T

CO

NC

RE

TE

PO

ST,

CAISSON

CONCRETE POST

PRECAST

AND CAISSON

POST, BASE PLATE,

CL PRECAST CONCRETE

EQ

UA

LS

PO

ST

WI

DT

H)

(B

AS

E

PL

AT

E

WI

DT

H

D+12 (�")

1220 (4’-0")

MI

N.

S

=

EM

BE

DM

EN

T

LE

NG

TH

TIES

BOLTS)

INTERFERENCE WITH THE ANCHOR

SLIGHTLY ADJUSTED TO AVOID

EQUALLY SPACED (BARS MAY BE

CAISSON VERTICAL REINFORCEMENT

DETAIL 1

SHEET 5 OF 12

BASE PLATE

BASE PLATE

(GALVANIZED) (TYP.)

"D" ANCHOR BOLTS

TO AVOID INTERFERENCE

ADJUST HOOKS AS REQUIRED

12 (�

") (

MI

N.)

LE

NG

TH

=

P

+

TL

=

TH

RE

AD

(A

LT

ER

NA

TE

SP

LI

CE

LO

CA

TI

ONS)

BASE PLATE

GROUT UNDER

NON-SHRINK

(TYP.)

2:1 (1:2)SLOPE

UNDER BASE PLATE

NON-SHRINK GROUT

3. FOR OVERSIZED WASHER DETAIL REFER TO SHEET 6.

2. FOR PANEL SEAT DETAILS REFER TO SHEET 4.

SHEET 1.

1. FOR ADDITIONAL INFORMATION REFER TO NOTES ON

(T

YP.)

CLR. (

MI

N.)

38 (1�

")

CD = DIAMETER CAISSON

w

(4")

102

(4")

102

F F

PO

ST

HEI

GH

T

PH1

=

t

1

2

(4

BA

RS

EA.

FA

CE)

3

EQ.

SP

A.

"A1"

BA

RS

@

(4 EA. FACE)

(EPOXY COATED OR GALVANIZED)

8-"A1" BARS WITH THREADED ENDS

J

=

CAI

SS

ON

LE

NG

TH

H

=

WA

LL

HEI

GH

T

CL

R.

75 (3")

REINFORCEMENT

CAISSON

(GALVANIZED)

BASE PLATE

(FABRICATOR TO DETAIL HOLE LOCATIONS ON SHOP DRAWINGS)

OF PRECAST CONCRETE POST REINFORCING BAR + 3 (�")

DIAMETER OF HOLE IS EQUAL TO THREADED DIAMETER

(GALVANIZED)

BOLTS

"D" ANCHOR

(1’-0")

300

(1’-0")

300

MA

X.

SP

ACI

NG

TI

ES

AT 150 (6")

MA

X.

SP

ACI

NG

TI

ES

AT 300 (1’-0")

BUNDLED TIES

(6")

150

GD = D+25 (1")

GROUT DEPTH =


BUREAU OF DESIGN





OCT.26, 2010

BC-777M



STANDARD

DETAIL SHOWN MAY BE PATENTED

PLEASE NOTE THAT THE ANCHOR BOLT

(TYP.)

SL

OT (

TY

P.)

�

OV

ER

SI

ZE

D

D+12 (�")

D+38 (1�

")

SPREAD FOOTING PLAN

(TOP AND BOTTOM)

(T

OP

AN

D

BO

TT

OM)

SECTION H-H

75 (3")

100 (4")

CL

R.

CL

R.

PLAN

ELEVATION

CL FOOTING

50 (2") CLR.(TYP.)

150

(6")

MI

N.

(TYP.)

CL BOLT HOLE

HH

TO SPREAD FOOTING

BASE PLATE CONNECTION

PRECAST CONCRETE POST WITH

DETAIL 2

FLAT WASHER (TYP.)

LOCK WASHER AND

HEAVY HEX NUT,

(TYP.)

WASHER (GALVANIZED)

NUT AND OVERSIZED

HEAVY HEX LEVELING

(GALVANIZED) (TYP.)

AND OVERSIZED WASHER

HEAVY HEX DOUBLE NUTS

MIN. (TYP.)

12 (�")

(GALVANIZED)

BASE PLATE

NOTCH, AND FOOTING

POST, BASE PLATE,

CL PRECAST CONCRETE

AN

D

FO

OTI

NG

PO

ST,

BA

SE

PL

AT

E,

CL

PR

EC

AS

T

CO

NC

RE

TE (4")

100

(4")

100

(4")

100

(4")

100

NO

TC

H,

AN

D

FO

OTI

NG

PO

ST,

BA

SE

PL

AT

E,

CL

PR

EC

AS

T

CO

NC

RE

TE

AND FOOTING

POST, BASE PLATE,

CL PRECAST CONCRETE

TOP OF FOOTING (LEVEL)

NON-SHRINK GROUT

BASE PLATE, NOTCH, AND FOOTING


(GALVANIZED)

BASE PLATE


TIGHTENING NUTS (TYP.)

BURR THREADS AFTER

10 (�")

PLATE

L=

D+75 (3")

OVERSIZED WASHER DETAIL

W=D+50 (2")

W/2 W/2

L/2

L/2

D+3 (�")

19.1 (�") D 50.8 (2")

D = BOLT DIAMETER

P

=

PR

OJ

EC

TI

ON


PANEL SEAT PLAN

FOOTING

FOOTING

CONCRETE POST

PRECAST

CONCRETE POST

PRECAST

AND FOOTING

POST, BASE PLATE,

CL PRECAST CONCRETE

AND FOOTING

POST, BASE PLATE,

CL PRECAST CONCRETE

FO

OTI

NG

BA

SE

PL

AT

E,

NO

TC

H,

AN

D

CL

PR

EC

AS

T

CO

NC

RE

TE

PO

ST,

LEGEND:



LE

NG

TH

EM

BE

DM

EN

T

S

=

DETAIL 2

SHEET 6 OF 12

NOTES:

BASE PLATE

BASE PLATE

12 (�

") (

MI

N.)

LE

NG

TH

=

P

+

TL

=

TH

RE

AD

(GALVANIZED)

"D" ANCHOR BOLTS

(4")

102

(4")

102E

QU

AL

S

PO

ST

WI

DT

H)

(B

AS

E

PL

AT

E

WI

DT

H

w

F F

(4

BA

RS

EA.

FA

CE)

3

EQ.

SP

A.

"A1"

BA

RS

@

(TYP.)

2:1 (1:2)SLOPE

UNDER BASE PLATE

NON-SHRINK GROUT


SHEET 1.


BASE PLATE

GROUT UNDER

NON-SHRINK

W

W/2

L

L/2

#13 (#4)BARS

T

"F1" BARS

H

=

WA

LL

HEI

GH

T

t

1

2

(4 EA. FACE)

(EPOXY COATED OR GALVANIZED)

8-"A1" BARS WITH THREADED ENDS

T

ANCHOR BOLTS

BARS TO CLEAR

REINFORCEMENT

ADJUST TOP

(LEVEL)

FOOTING

BOTTOM OF

(FABRICATOR TO DETAIL HOLE LOCATIONS ON SHOP DRAWINGS)

OF PRECAST CONCRETE POST REINFORCING BAR + 3 (�")

DIAMETER OF HOLE IS EQUAL TO THREADED DIAMETER

@ 300 (12")

MA

X.

SP

ACI

NG

#13 (#4)

BA

RS

(12") MAX. SPACING

"F1" BARS @ 300P

OS

T

HEI

GH

T

PH1

=

BARS (TYP.)

#13 (#4)

"F1" BARS

GD = D+25 (1")

GROUT DEPTH =


BUREAU OF DESIGN





OCT.26, 2010

BC-777M



STANDARD

POST

PRECAST CONCRETE

PLAN

PO

ST

AN

D

CAI

SS

ON

CL

PR

EC

AS

T

CO

NC

RE

TE

NOTCH, AND CAISSON


SECTION J-JELEVATION

150 (6")

NOTCH, AND CAISSON


NOTCH, AND CAISSON


PO

ST

AN

D

CAI

SS

ON

CL

PR

EC

AS

T

CO

NC

RE

TE

H

=

WA

LL

HEI

GH

T

J J

CAISSON

POST

CONCRETE

PRECAST

MI

N.

150 (6")

CL

R.

(3")

75

EMBEDDED IN CAISSON


DETAIL 3

BONDING COMPOUND)

(APPLY EPOXY

CONSTRUCTION JOINT

OPTIONAL ROUGH

(1’-0")

300

(LEVEL)

CAISSON

TOP OF

75 (3") CLR.

LEGEND:



TIES

CONCRETE POST)

INTERFERENCE WITH PRECAST




300 (1’-0")

MA

X.

SP

ACI

NG

300 (12")

TI

ES

AT

MA

X.

SP

ACI

NG

150 (6")

TI

ES

AT

BUNDLED TIES

REINFORCEMENT

CAISSON VERTICAL

DETAIL 3

SHEET 7 OF 12

NOTES:

LA

P

CAISSON

POST

PRECAST CONCRETE

(ALTERNATE SPL

IC

E

LO

CA

TI

ON

S)

IN ACCORDANCE WITH THE CONTRACT DRAWINGS.

3. PROVIDE UNCOATED, EPOXY COATED OR GALVANIZED BARS


SHEET 1.


(4 BARS EA. FACE)

3 EQ. SPA.

8-"A2" BARS @

1067 (3’-6")

914 (3’-0") OR


(SEE NOTE 3)

8-"A2" BARS

J

=

CAI

SS

ON

LE

NG

TH

BONDING COMPOUND

APPLY EPOXY

CONTACT AREA AND

AND BOTTOM OF POST

ROUGHEN PERIPHERY

LENGTH

DEVELOPMENT

POST REINF.

S =

1067 (3’-6")

914 (3’-0") OR


(T

YP.)

CL

R. (

MI

N.)

38 (1�

")

OF CAISSON

BE EXTENDED TO THE BOTTOM

THE POST REINFORCEMENT MAY

FROM THE BOTTOM OF POST OR

THE REINFORCEMENT PROTRUDING

BOTTOM OF CAISSON WITHOUT

POST MAY BE EXTENDED TO THE

AS AN ALTERNATE, CONCRETE

PO

ST

EM

BE

DM

EN

T

PE

=

MI

N.

1220 (4’-0")


BUREAU OF DESIGN





OCT.26, 2010

BC-777M



STANDARD

SPREAD FOOTING PLAN

50 (2") CLR. (TYP.)

PLAN

ELEVATION

WITHOUT PEDESTAL WITH PEDESTAL

SECTION L-L

POST

PRECAST CONCRETE

NOTCH, AND FOOTING


PO

ST

AN

D

FO

OTI

NG

CL

PR

EC

AS

T

CO

NC

RE

TE

NOTCH, AND FOOTING


POST AND FOOTING

CL PRECAST CONCRETE

NO

TC

H,

AN

D

FO

OTI

NG

CL

PR

EC

AS

T

CO

NC

RE

TE

PO

ST,

K

K

H

=

WA

LL

HEI

GH

T

H

=

WA

LL

HEI

GH

T

(WITH OR WITHOUT PEDESTAL)

EMBEDDED IN SPREAD FOOTING


DETAIL 4

PEDESTAL

CONCRETE

(4")

100

(4")

100

(4")

100

(4")

100

NOTCH, PEDESTAL, AND FOOTING


PEDESTAL

POST

CONCRETE

PRECAST

75 (3") CLR.



PE

DE

ST

AL,

AN

D

FO

OTI

NG

CL

PR

EC

AS

T

CO

NC

RE

TE

PO

ST,

CL

R.

CL

R.

(T

YP.)

100 (4")

75 (3")

150 (6")

MI

N.

ADJUST FOOTING TOP REINFORCING SPACING TO CLEAR POST.



LL

H

=

WA

LL

HEI

GH

T

SECTION K-K (WITH PEDESTAL)

CL

R.

(3")

75

TOP OF GROUND

(ROUGH SURFACE)

CONSTR. JOINT

OPTIONAL

(4")

100

(4")

100

150 (6")

DETAIL 4

SHEET 8 OF 12

LEGEND:



NOTES:

(IF SPECIFIED)

PEDESTAL

POST

CONCRETE

PRECAST

(ALTERNATE SP

LI

CE

LO

CA

TI

ON

S)

(4 BARS EA. FACE)

3 EQ. SPA.

8-"A2" BARS @

COMPOUND

APPLY EPOXY BONDING

CONTACT AREA AND

AND BOTTOM OF POST

ROUGHEN PERIPHERY

(SEE NOTES 3 AND 4)

"A2" BARS

LENGTH, HE

HOOK EMBEDMENT

HOOK LENGTH, HL

T

COMPOUND

APPLY EPOXY BONDING

CONTACT AREA AND

AND BOTTOM OF POST

ROUGHEN PERIPHERY

HEI

GH

T

PE

DE

ST

AL

610 (2’-0")

1067 (3’-6")

914 (3’-0") OR

PD = PEDESTAL DIAMETER

CONCRETE POST)




8-#13 (#4) BARS

560 (1’-

10")

#13 (#4)TIES

PEDESTAL (IF SPECIFIED)

(T

YP.)

CL

R. (

MI

N.)

38 (1�

")

EPOXY COATED BARS WITH AN APPROVED EPOXY PAINT.

4. BARS MAY BE BENT AFTER FABRICATION OF POST. TOUCH-UP

PERMITTED.

WITH THE CONTRACT DRAWINGS. GALVANIZED BARS NOT

3. PROVIDE UNCOATED OR EPOXY COATED BARS IN ACCORDANCE


SHEET 1.


T

(12")

300

HEI

GH

T

PE

DE

ST

AL

610 (2’-0")

#13 (#4) BARS

LONGITUDINAL BARS

"F1"

L

MAX. SPACING (TOP AND BOTTOM)

#13 (#4) BARS AT 300 (12")

"A2" BARS

BUNDLED TIES

2-#13 (#4)

MA

X.

SP

ACI

NG

@ 150 (6")

#13 (#4)

TI

ES

W

W/2

L

L/2

REINFORCEMENT

PEDESTAL

(TOP AND BOTTOM)

(12") MAX. SPACING

"F1" BARS @ 300

MA

X.

SP

ACI

NG (

TO

P

AN

D

BO

TT

OM)

#13 (#4)

BA

RS

AT 300 (12")

PE (MIN.)

EMBEDMENT,

150 (6") POST


BUREAU OF DESIGN





OCT.26, 2010

BC-777M



STANDARD

SHEET 9 OF 12

PLAN

SECTION M-MELEVATION

300 (1’-0")

150 (6")H

=

WA

LL

HEI

GH

T

M M

MI

N.

150 (6")

CL

R.

(3")

75

BONDING COMPOUND)

(APPLY EPOXY

CONSTRUCTION JOINT

OPTIONAL ROUGH

(1’-0")

300

(LEVEL)

CAISSON

TOP OF

CL

CAI

SS

ON

75 (3") CLR.

CL

CAI

SS

ON

CAISSON

LEGEND:



NOTES:

3 EQ. SPA.

4 BARS @

4 EQ. SPA.

5 BARS @

TIES

CONCRETE POST)





LAP

REINFORCEMENT

CAISSON VERTICAL

MA

X.

SP

ACI

NG

300 (12")

TI

ES

AT

MA

X.

SP

ACI

NG

150 (6")

TI

ES

AT

BUNDLED TIES

DETAIL 5

(SEE NOTE 3)

MAIN POST REINFORCEMENT

EMBEDDED IN CAISSON

PRECAST CONCRETE ANGLED POST

DETAIL 5

CL NOTCH

(ALTERNATE SP

LI

CE

LO

CA

TI

ON

S)

OF CAISSON








BARS IN ACCORDANCE WITH THE CONTRACT DRAWINGS.

3. PROVIDE UNCOATED, EPOXY COATED, OR GALVANIZED


SHEET 1.


ANGLED POST

PRECAST CONCRETE

ANGLED POST AND CAISSON

CL PRECAST CONCRETE


CL PRECAST CONCRETE

ANGLED POST

PRECAST CONCRETE

J

=

CAI

SS

ON

LE

NG

TH

COMPOUND

APPLY EPOXY BONDING

CONTACT AREA AND

AND BOTTOM OF POST

ROUGHEN PERIPHERY

LENGTH

DEVELOPMENT

POST REINF.

S =

PO

ST

EM

BE

DM

EN

T

PE

=

MI

N.

1220 (4’-0")

CL NOTCH

1067 (3’-6")(MIN.)



CL PRECAST CONCRETE

ANGLED POST

PRECAST CONCRETE

(T

YP.)

CLR. (

MI

N.)

38 (1�

")

1067 (3’-6")(MIN.)

CD = CAISSON DIMENSION


BUREAU OF DESIGN





OCT.26, 2010

BC-777M



STANDARD

SHEET 10 OF 12

PLAN

SECTION N-NELEVATION

300 (1’-0")

150 (6")H

=

WA

LL

HEI

GH

T

N N

MI

N.

150 (6")

CL

R.

(3")

75

(1’-0")

300

(LEVEL)

CAISSON

TOP OF

CAISSON

75 (3") CLR.

LEGEND:



NOTES:

AS SHOWN)

10 BARS (SPACED

CONCRETE POST)





LAP

MA

X.

SP

ACI

NG

150 (6")

TI

ES

AT

MA

X.

SP

ACI

NG

300 (12")

TI

ES

AT

REINFORCEMENT

CAISSON VERTICAL

DETAIL 6

EMBEDDED IN CAISSON

PRECAST CONCRETE CORNER POST

DETAIL 6

(1�")

38

BUNDLED TIES

(SEE NOTE 3)


CL NOTCH

CL NOTCH

(ALTERNATE SP

LI

CE

LO

CA

TI

ON

S)

OF CAISSON








BARS IN ACCORDANCE WITH THE CONTRACT DRAWINGS.

3. PROVIDE UNCOATED, EPOXY COATED, OR GALVANIZED


SHEET 1.


CORNER POST AND CAISSON

CL PRECAST CONCRETE

CORNER POST

PRECAST CONCRETE

CO

RN

ER

PO

ST

AN

D

CAI

SS

ON

CL

PR

EC

AS

T

CO

NC

RE

TE


CL PRECAST CONCRETE

CORNER POST

PRECAST CONCRETE

J

=

CAI

SS

ON

LE

NG

TH

COMPOUND

APPLY EPOXY BONDING

CONTACT AREA AND

AND BOTTOM OF POST

ROUGHEN PERIPHERY

COMPOUND)

(APPLY EPOXY BONDING

CONSTRUCTION JOINT

OPTIONAL ROUGH

LENGTH

DEVELOPMENT

POST REINF.

S =

PO

ST

EM

BE

DM

EN

T

PE

=

MI

N.

1220 (4’-0")

CO

RN

ER

PO

ST

AN

D

CAI

SS

ON

CL

PR

EC

AS

T

CO

NC

RE

TE

CORNER POST

PRECAST CONCRETE

(T

YP.)

CLR. (

MI

N.)

38 (1�

")

TIES

1067 (3’-6")(MIN.)



CL PRECAST CONCRETE

1067 (3’-6")(MIN.)

CD = CAISSON DIMENSION


BUREAU OF DESIGN





OCT.26, 2010

BC-777M



STANDARD

SHEET 11 OF 12

DETAIL 7

ELEVATION


H

=

WA

LL

HEI

GH

T

H

=

WA

LL

HEI

GH

T

PEDESTAL

CONCRETE

PLAN

CL

FO

OTI

NG

SPREAD FOOTING PLAN

50 (2") CLR. (TYP.)

P

P

(4")

100

(4")

100

(4")

100

(4")

100

SECTION R-R

75 (3") CLR.

PEDESTAL

AN

D

FO

OTI

NG

CL

PE

DE

ST

AL

150 (6")

AN

D

FO

OTI

NG

CL

PE

DE

ST

AL

CL

R.

CL

R.

(T

YP.)

100 (4")

75 (3")

150 (6")

MI

N.


RR

H

=

WA

LL

HEI

GH

T

SECTION P-P (WITH PEDESTAL)

CL

R.

(3")

75

TOP OF GROUND

(ROUGH SURFACE)

CONSTR. JOINT

OPTIONAL

(4")

100

(4")

100

AND FOOTING

CL PEDESTAL

LEGEND:



NOTES:

3 EQ. SPA.

4 BARS @

4 EQ. SPA.

5 BARS @

(IF SPECIFIED)

PEDESTAL

MI

N.

(3’-0")

T

= 914

(SEE NOTES 3 AND 4)




PRECAST CONCRETE ANGLED POST

DETAIL 7

MIN.

(3’-0")

T = 914

(SEE NOTES 3 AND 4)


POST

CONCRETE

PRECAST

CL NOTCH

CL NOTCH

(ALTERNATE SP

LI

CE

LO

CA

TI

ON

S)

ANGLED POST AND FOOTING

CL PRECAST CONCRETE

ANGLED POST

PRECAST CONCRETE

ANGLED POST AND FOOTING

CL PRECAST CONCRETE

POST, PEDESTAL, AND FOOTING

CL PRECAST CONCRETE ANGLED

COMPOUND

APPLY EPOXY BONDING

CONTACT AREA AND

AND BOTTOM OF POST

ROUGHEN PERIPHERY

COMPOUND

APPLY EPOXY BONDING

CONTACT AREA AND

AND BOTTOM OF POST

ROUGHEN PERIPHERY

LENGTH, HE

HOOK EMBEDMENT

HOOK LENGTH, HL

PE (MIN.)

EMBEDMENT,

150 (6") POST

HEI

GH

T

PE

DE

ST

AL

610 (2’-0")


CONCRETE POST)




8-#13 (#4) BARS

560 (1

’-10")



1067 (3’-6")


#13 (#4)TIES

ANGLED POST

PRECAST CONCRETE

(T

YP.)

CLR. (

MI

N.)

38 (1�

")



PERMITTED.




SHEET 1.


W



W/2

(12") MAX. SPACING

"F1" BARS @ 300

(TOP AND BOTTOM)

L

L/2

REINFORCEMENT

PEDESTAL

MA

X.

SP

ACI

NG (

TO

P

AN

D

BO

TT

OM)

"

F2"

BA

RS

@ 300 (12")

BUNDLED TIES

2-#13 (#4)

#13 (#4) BARS

L

"F1" LONGITUDINAL BARS(12")

300


"F2" BARS AT 300 (12")

HL

HEI

GH

T

PE

DE

ST

AL

610 (2’-0")


BUREAU OF DESIGN


MA

X.

SP

ACI

NG

@ 150 (6")

#13 (#4)

TI

ES




OCT.26, 2010

BC-777M



STANDARD

SHEET 12 OF 12

PLAN

ELEVATION


H

=

WA

LL

HEI

GH

T

H

=

WA

LL

HEI

GH

T

PEDESTAL

CONCRETE

SPREAD FOOTING PLAN

50 (2") CLR. (TYP.)

S

S

(4")

100

(4")

100

(4")

100

(4")

100

SECTION T-T

75 (3") CLR.

CL

R.

100 (4")

150 (6")

MI

N.


TT

H

=

WA

LL

HEI

GH

T

SECTION S-S (WITH PEDESTAL)

CL

R.

(3")

75

TOP OF GROUND

(ROUGH SURFACE)

CONSTR. JOINT

OPTIONAL

(4")

100

(4")

100

LEGEND:



NOTES:

AS SHOWN)

10 BARS (SPACED

150 (6")

CL

R.

(T

YP.)

75 (3")

DETAIL 8



PRECAST CONCRETE CORNER POST

DETAIL 8

(1�")

38

MI

N.

(3’-0")

T

= 914

(SEE NOTES 3 AND 4)


PEDESTAL

MIN.

(3’-0")

T = 914

(SEE NOTES 3 AND 4)


POST

CONCRETE

PRECAST

CL NOTCH

CL NOTCH

(ALTERNATE SP

LI

CE

LO

CA

TI

ON

S)

CO

RN

ER

PO

ST

AN

D

FO

OTI

NG

CL

PR

EC

AS

T

CO

NC

RE

TE

CORNER POST AND FOOTING

CL PRECAST CONCRETE

CORNER POST

PRECAST CONCRETE

CORNER POST AND FOOTING

CL PRECAST CONCRETE


CL PRECAST CONCRETE CORNER

PE (MIN.)

EMBEDMENT,

150 (6") POST

LENGTH, HE

HOOK EMBEDMENT

HOOK LENGTH, HL

COMPOUND

APPLY EPOXY BONDING

CONTACT AREA AND

AND BOTTOM OF POST

ROUGHEN PERIPHERY

COMPOUND

APPLY EPOXY BONDING

CONTACT AREA AND

AND BOTTOM OF POST

ROUGHEN PERIPHERY

HEI

GH

T

PE

DE

ST

AL

610 (2’-0")


CORNER POST

PRECAST CONCRETE

1067 (3’-6")


POST, PEDESTAL AND FOOTING


PO

ST,

PE

DE

ST

AL

AN

D

FO

OTI

NG

CL

PR

EC

AS

T

CO

NC

RE

TE

CO

RN

ER

560 (1

’-10")

CONCRETE POST)




8-#13 (#4) BARS

#13 (#4)TIES

(T

YP.)

CL

R. (

MI

N.)

38 (1�

")



PERMITTED.




SHEET 1.




HEI

GH

T

PE

DE

ST

AL

610 (2’-0")

(12")

300HL

"F1" LONGITUDINAL BARS

L


"F2" BARS AT 300 (12")

#13 (#4) BARS

BUNDLED TIES

2-#13 (#4)

L

L/2

(IF SPECIFIED)

PEDESTAL

REINFORCEMENT

PEDESTAL

PO

ST,

PE

DE

ST

AL

AN

D

FO

OTI

NG

CL

PR

EC

AS

T

CO

NC

RE

TE

CO

RN

ER

W

W/2POST, PEDESTAL, AND FOOTING


(12") MAX. SPACING

"F1" BARS @ 300

(TOP AND BOTTOM)

MA

X.

SP

ACI

NG (

TO

P

AN

D

BO

TT

OM)

"

F2"

BA

RS

@ 300 (12")


BUREAU OF DESIGN


MA

X.

SP

ACI

NG

@ 150 (6")

#13 (#4)

TI

ES




OCT.26, 2010

commonwealth of pennsylvania department … · astm a615m (a615), astm a996m (a996), or astm a706m...

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