RAIL ELEMENT

4 EA. POST

A325 ANCHOR BOLTS

W/ LEVELING NUTS

#19 (#6) BAR330 (13")

51 (2")

125 (5")

BO

X C

UL

VE

RT

200 (8")

450 (18")

þÿ�5�9�4� �

þÿ�7�9�7� �

þÿ�2�2�

#22 (#7)

125 (5")

NOTE:

PRIOR TO CONSTRUCTING CURB AND DECK,

ANCHOR BOLTS SHALL BE INSTALLED WITH

ANCHOR BOLT ALIGNMENT & PLACEMENT

W/BASEPLATE INSTALLED TO ENSURE PROPER

EITHER A TEMPLATE OR ACTUAL POST

20

3 (8

")

(CLR.)

(TYP.)

þÿ�1�6� �(

HEXHEAD

BOLT WITH

HEX NUTS

2.77 12 GA.

W-BEAM

TS 4"x3"

(100x75)

þÿ�1�0�

25 ODx52 LONG

þÿ�(�1�"� �O�D�x�

SLEEVE

W150x30 (W6X20)

RECOMMENDED

DIR., BUREAU OF DESIGN CHIEF ENG., HWY. ADMIN.

RECOMMENDED RECOMMENDED

BD-632M

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.

SHEET 7 OF 11

þÿ�9�5�3� �(�þÿ�4�7�6� �(�

330 (13")

75 (3")4 SPA. @ 200 (8")=

800 (2’-8") BETWEEN POSTS

TYP.

TYP.

TYP.

TYP.

G

G

#13 (#4)

L GUIDE POST &

OFFSET BRACKET

C

#22 (#7)

TYP.

#19 (#6)

SECTION G-G

TO

P S

LA

B

T

350 (14")

75

(3")

MALE END

MECHANICAL

SPLICE

75

(3")

175+

MALE END

MECHANICAL

SPLICE

25 (1")R

50 (2")R

T M

IN

US

(-)

50 (2")

T M

IN

US

(-)

50 (2")

50 (2")R

630 (25")þÿ�2�1�5�

75(3

")

FEMALE END

MECHANICAL SPLICE

(TYP.IN CURB)

#13 (#4)

SEE REINF.

BAR DETAILS

#13 (#4)

SEE REINF.

BAR DETAILS

#13 (#4)

SEE REINF.

BAR DETAILS

25 (1")R

TWO #13 (#4) BARS REQUIRED IF TOTAL

WEARING COURSE THICKNESS (h)

IS GREATER THAN 150 (6")

þÿ�6�0� �(�2���"�)� �M�I�N�.�,

COMBINATION FILL AND OVERLAY

TOTAL WEARING COURSE THICKNESS (h)

h

SE

E

NO

TE

1

SEE NOTE 2

þÿ�(�6 !�h h

175+

þÿ�(�6 !�h h

VERTICAL REINFORCEMENT

ALL VERTICAL REINFORCEMENT #13 (#4)

1.

2.

64

þÿ�(�2

NOTES:

REINFORCEMENT BAR DETAILS

TS 4"x3"

(100x75)

25 ODx52 LONG

þÿ�(�1�"� �O�D�x�

SLEEVE

þÿ�1�6� �(

HEXHEAD

BOLT WITH

HEX NUTS (TYP.)

WEARING

COURSE

BO

X C

UL

VE

RT

TO

P S

LA

B

WE

AR

ING

CO

UR

SE

PARTIAL ELEVATION ALONG

TOP DECK OF CULVERT

50 (2")

CLR.

TYP.

TOP OF CURB

STANDARD

R.C. BOX CULVERT

HEADWALL DETAILS

PRECAST

ANCHOR BOLTS

4 REQ’D., TYP.

FOR DECK REINFORCEMENT SEE BD-601M

150x200x565

þÿ�(�6�"�x�8�

WOOD BLOCK

75 (3") TYP.

C6x8.2

RUBRAIL

TS 175x75x6

þÿ�(�7�"�x�

150 (6") LONG

SEE ANCHOR BOLT

BAR DETAIL

FEMALE END

MECHANICAL SPLICE

50 (2")R

T M

IN

US

(-)

50 (2")

þÿ�2�1�5�

ANCHOR BOLT BAR DETAIL

JUL.24, 2006JUL.24, 2006 JUL.24, 2006

CHIEF BRIDGE ENGINEER

MECHANICAL SPLICE AS PER BULLETIN 15

MECHANICAL SPLICE AS PER BULLETIN 15

STANDARD

RECOMMENDED

DIR., BUREAU OF DESIGN CHIEF ENG., HWY. ADMIN.

RECOMMENDED RECOMMENDED

BD-632M

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.

HA

UN

CH

OUTSIDE FACE

OF WALL REINF.

POST

TENSION

DUCT

INSIDE FACE

OF WALL REINF.

BEYOND P/T

BLOCKOUT

SECTION E-E

E

E

100x125x170

þÿ�(�4�"�x�5�

POST TENSION

RECESS

#13@300 (#4@12")

DIAGONAL REINFORCEMENT

BAR TO EXTEND TO

EXISTING REINF. AT

END OF SECTION WHEN

P/T POCKET IS REQ’D.

SECTION D-D

D

D

þÿ�4�0

� �

MIN

. CLR.

6" MIN.

12" MAX.

HA

UN

CH

SL

AB

SLAB

SIDEWALL

2 EQUAL SPACES

3-#13 (#4) DIAG.

PLACED BEHIND

POST-TENSIONING

RECESS

#13 (#4) DIAG.

TIE FIRST #13 (#4)

DIAG. TO SLAB

REINFORCEMENT

BAR

BEND REINFORCEMENT

BARS TO AVOID

INTERFERENCE WITH

POST-TENSIONING

RECESS.

170

þÿ�(�6

1 1/2" TO 3" CLR.40 TO 75

þÿ�(�1���"�

REINFORCEMENT

BEYOND POST-

TENSIONING

RECESS.

REINFORCEMENT BENT

TO AVOID INTERFERANCE WITH

POST-TENSIONING RECESS.

SID

EW

AL

L

SIDEWALL

REINFORCEMENT

(INSIDE FACE)

SIDEWALL

SLAB

SEE

DETAIL E

þÿ�6

125

(5")

25

(1")

CLR.

25

(1")

CLR.

25

(1")

CLR.

TRANSVERSE

REINFORCEMENT

(TYP.)

LONGITUDINAL

REINFORCEMENT

(TYP.)

DETAIL E

ALTERNATE

TYPICAL

ELEVATION

ELEVATION

HAUNCH SECTION DETAIL

SHEET 8 OF 11

100x125x170

þÿ�(�4�"�x�5�

POST TENSION

RECESS

100x125x170

þÿ�(�4�"�x�5�

POST TENSION

RECESS

100x125x170

þÿ�(�4�"�x�5�

POST TENSION

RECESS

þÿ�3�8� �(�1���"�)� �D�I�A�.�

SCH. 40 PVC POST-TENSIONING

DUCT

þÿ�3�8� �(�1���"�)� �D�I�A�.�

SCH. 40 PVC POST-TENSIONING

DUCT

þÿ�3�8� �(�1���"�)� �D�I�A�.�

SCH. 40 PVC POST-TENSIONING

DUCT

R.C. BOX CULVERT

MISCELLANEOUS DETAILS

PRECAST

JUL.24, 2006JUL.24, 2006 JUL.24, 2006

CHIEF BRIDGE ENGINEER

SECTION A-A

W

TOP OF WEIR

SECONDARYPRIMARY

CELLCELL

EXISTING STREAMBED ELEV.

ELEVATION

FILL

WING WALL

NORMAL WATERSURFACE

ROADWAY CROSS SLOPE ROADWAY PROFILE GRADE

450

STREAM GRADES 4%

TWIN CELL BOX CULVERTS WITH

(1

’-6

")

20

0 (8

")

MIN

.

DEPRESS ROCK

300 (1’-0") BELOW

NATURAL STREAM BED

ELEVATION

WEIR

SECTION A-APLAN VIEW ELEVATION

PROFILE TYPICAL BAFFLE

2-#16 (#5)

PLAN TYPICAL BAFFLE

#16 (#5)-90 HOOKS ALTERNATE SIDES

STANDARD

RECOMMENDED

DIR., BUREAU OF DESIGN CHIEF ENG., HWY. ADMIN.

RECOMMENDED RECOMMENDED

BD-632M

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.

A AFLOW

ALTERNATING BAFFLESW

ROADWAY PROFILE GRADE

EXISTING STREAMBED ELEV.

CUTOFF WALL

WING WALL

ROADWAY CROSS SLOPE

DEPRESS ROCK

300 (1’-0") BELOW

NATURAL STREAM BED

ELEVATION

300 (1’-0") x 200 (8")H BAFFLES300 (1’-0")

2-#16 (#5)

300 (1’-0")

20

0 (8

")90 HOOK

1 ROW

2-#16 (#5)

300 (1’-0")2

00

(8

")

#16 (#5)

þÿ�1�-�1�2�

THREADED INSERTS

#16 @ 300

BO

TT

OM

SL

AB

OF

BO

X C

UL

VE

RT

CAST IN PLACE

*~

APRON (TYP.)

ST

RE

AM

TO

P W

ID

TH

300 (1’-0") x 200 (8")H

300 (1’-0")

(M

IN

)

****

BAFFLE OPENING= STREAM TOP WIDTH/3

**

*

20

0 (8

") M

IN

BOX CULVERTS

50 (2") CL. TYP.

DESIGN BAFFLE WIDTH

BAFFLE DETAIL (TYP.)

50 (2") CL. TYP.

DESIGN NOTE:

THERE MAY BE UNUSUAL CIRCUMSTANCES IN WHICH THE STANDARD LAYOUT FOR BAFFLES

WILL NOT ADEQUATELY ACCOMMODATE FISH PASSAGE. IN THESE CASES, THE PENNSYLVANIA

FISH AND BOAT COMMISSION MUST PROVIDE SPECIFIC DESIGN GUIDANCE DURING

PRELIMINARY DESIGN.

MISCELLANEOUS DETAILS

R.C. BOX CULVERT

STREAM GRADES 4%

****

BAFFLE OPENING= STREAM TOP WIDTH/3

**

*

þÿ�1� �R�O�W� �#�1�6� �@� �2�3�0� �(�#�5� �@� �9�"�)� �W�

DE

PR

ES

S

300 (1’-0")

MIN

.

DE

PR

ES

S

300

(1

’-0

")

200

(8")

(#5 @ 1’-0")

ALTERNATE

SIDES

TYPICAL BAFFLE DETAIL

PRECAST BOX CULVERT

ALTERNATE BAFFLE DETAIL

CAST-IN-PLACE BOX CULVERT

SHEET 9 OF 11JUL.24, 2006JUL.24, 2006 JUL.24, 2006

CHIEF BRIDGE ENGINEER

NOTE: TOP OF BAFFLE SHALL BE

MIN. 100 (4") BELOW

STREAM BED

BAFFLE SPACING= STREAM TOP WIDTH OR 2438 (8 FT.)

WHICH EVER IS GREATER.

BAFFLE SPACING= STREAM TOP WIDTH OR 2438 (8 FT.)

WHICH EVER IS GREATER.

SECTION C-C

W

TOP OF WEIR

SECONDARYPRIMARY

CELLCELL

DEPRESS ROCK

EXISTING STREAMBED ELEV.

ELEVATION

FILL

WING WALL

NORMAL WATERSURFACE

ROADWAY CROSS SLOPE ROADWAY PROFILE GRADE

450

STREAM GRADES 4%

TWIN CELL BOX CULVERTS WITH

(1

’-6

")

30

0 (1

’-0

")

MIN

.

300 (1’-0") BELOW

NATURAL STREAM BED

ELEVATION

300 (1’-0")

MIN

.

SECTION B-B ELEVATION

PLAN VIEW

RECOMMENDED

DIR., BUREAU OF DESIGN CHIEF ENG., HWY. ADMIN.

RECOMMENDED RECOMMENDED

BD-632M

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.

ALTERNATING

BAFFLES HT.= 1/2 DEPRESSION

FLOW

B B

W

FILL

ROADWAY PROFILE GRADE

DE

PR

ES

S

WING WALL

ROADWAY CROSS SLOPE

DEPRESS ROCK

300 (1’-0") BELOW

NATURAL STREAM BED

ELEVATION

15

0 (6

")

300 (1’-0")

MIN

.

300 (1’-0")

MIN

.

300 (1’-0")

300 (1’-0") x 200 (8")H BAFFLES

300 (1’-0") x 150 (6")H x 1/3W

ALTERNATING

BAFFLES HT.= DEPRESSION

TYPICAL BAFFLE DETAIL

300 (1’-0")

PROFILE TYPICAL BAFFLE

2-#16 (#5)

PLAN TYPICAL BAFFLE

90 HOOKS #16 (#5)

1 ROW ALTERNATE SIDES

VA

RIE

S

300 (1’-0")

AN

D 1

50

(6

")

HOOK BARS ALTERNATE SIDES

2-#16 (#5)

þÿ�2�-�1�2� �(���"�)� �T�H�

2-#16 (#5)

ST

RE

AM

TO

P W

ID

TH

**

BAFFLE OPENING= STREAM TOP WIDTH/3

**

*

STANDARD

MISCELLANEOUS DETAILS

R.C. BOX CULVERT

STREAM GRADES 4%

*

300 (1’-0") x 300 (1’-0")H

**

50 (2") CL.

300 (1’-0")

150

(6")

CAST-IN-PLACE

BAFFLE DETAIL

(TYP.)

300

(1

’-0

")

50 (2") CL. (TYP.)

PRECAST BOX CULVERT

DESIGN NOTE:

THERE MAY BE UNUSUAL CIRCUMSTANCES IN WHICH THE STANDARD LAYOUT FOR BAFFLES

WILL NOT ADEQUATELY ACCOMMODATE FISH PASSAGE. IN THESE CASES, THE PENNSYLVANIA

FISH AND BOAT COMMISSION MUST PROVIDE SPECIFIC DESIGN GUIDANCE DURING

PRELIMINARY DESIGN.

****

CUTOFF WALL

1 ROW #16 @ 230 (#5 @ 9")

75 (3")

MIN. CL.

þÿ�1� �R�O�W� �#�1�6� �@� �3�0�0� �(�#�5� �@� �1�’�-�0�"�)�

þÿ�1�2� �(���"�)�|

INSERT (TYP.)

DE

PR

ES

S

EXISTING STREAMBED ELEV.

SHEET 10 OF 11

BOX CULVERTS WITH STREAM GRADES 4%

þÿ�W�I�T�H� �1�2� �(���"�)� �T

FOR CAST IN PLACE, SEE SHEET 9

JUL.24, 2006JUL.24, 2006 JUL.24, 2006

CHIEF BRIDGE ENGINEER

BAFFLE SPACING= STREAM TOP WIDTH OR 2438 (8 FT.)

WHICH EVER IS GREATER.

DO NOT PLACE R.C. BOX CULVERTS

< 6" APART.

NOTES:

DO NOT PLACE R.C. BOX CULVERTS

< 6" APART.

NOTES:

STANDARD

RECOMMENDED

DIR., BUREAU OF DESIGN CHIEF ENG., HWY. ADMIN.

RECOMMENDED RECOMMENDED

BD-632M

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.

SECONDARY CELL

WE

IR

PLAN VIEW

SECONDARY CELL

WE

IR

PLAN VIEW

A A

FLOWFLOW

* NOTE:

REFERENCE SINGLE

CELL BOX CULVERTS

W/ STREAM GRADES >4%

FOR BAFFLE CONFIGURATION

300 (1’-0") x 200 (8")H BAFFLES *

ALL STREAM GRADES

300

(1’-0")

45

0 (1

’-6

")

3-#

16

@

1

50

(#

5 @

6

")

300 (1’-0") MIN. BEDDING

TYP. PRECAST SECTION (NORMAL)

SYMETRICAL

300 (1’-0") MIN. BEDDING

TYP. PRECAST SECTION (NORMAL)

**

(TYP.)

300 (1’-0")

**

(TYP.) AS REQ’D.

300

(1’-0")

CONCRETE PLUG

W

BOX

CULVERT

BOX

CULVERT

þÿ�

150 (6")

100 (4")

#16 @ 3003-#16 (#5)

UNSYMETRICAL - OPTION TO WEIR

NOTE: THREADED INSERTS MAY

BE USED AS AN ALTERNATE TO

BAR LAPS FOR #16 (#5)

REINFORCEMENT.

** >600 (2’-0") GRANULAR FILL

150 TO 600 (6" TO 2’-0")

CLASS A CONCRETE WITH

þÿ� � � � �9�.�5� �( &�"�)

SIZE AGGREGATE.S

TR

EA

M

TO

P W

ID

TH

*

C C

*

ST

RE

AM

TO

P W

ID

TH

DESIGN NOTE:

THERE MAY BE UNUSUAL CIRCUMSTANCES IN WHICH THE STANDARD LAYOUT FOR BAFFLES

WILL NOT ADEQUATELY ACCOMMODATE FISH PASSAGE. IN THESE CASES, THE PENNSYLVANIA

FISH AND BOAT COMMISSION MUST PROVIDE SPECIFIC DESIGN GUIDANCE DURING

PRELIMINARY DESIGN.

HOOK BARS ALTERNATE SIDES

CAST-IN-PLACE

2-#16 (#5)

300 (1’-0")

45

0 (1

’-6

")

þÿ�1�2� �(���"�)�

INSERT (TYP.)

2-#16 (#5)

90^ HOOKS

#16 (#5)

1 ROW

ALTERNATE

SIDES

R.C. BOX CULVERT

MISCELLANEOUS TWIN CELL DETAILS

**

CAST-IN-PLACE BOX CULVERT

ALTERNATE WEIR DETAIL

PRECAST BOX CULVERT

ALL STREAM GRADES

þÿ�1� �R�O�W� �#�1�6� �@� �1�5�0� �(�#�5� �@� �6�"�)� �W�

*

SHEET 11 OF 11

(#5 @ 1’-0")

#16 @ 300

(#5 @ 1’-0")

BAFFLE OPENING= STREAM TOP WIDTH/3 *BAFFLE OPENING= STREAM TOP WIDTH/3 *

300 (1’-0") x 200 (8")H BAFFLES

OPTIONAL TO DUAL CELL

PROFILE - TYPICAL WEIR

WEIR DETAIL

PLAN - TYPICAL WEIR

TYPICAL WEIR DETAIL

SECTION G-G

G G G G

JUL.24, 2006JUL.24, 2006 JUL.24, 2006

CHIEF BRIDGE ENGINEER

SEE NOTE 20 SHEET 4 SEE NOTE 20 SHEET 4