COMMONWEALTH OF PENNSYLVANIA are based on the precast r.c. box culvert as designed. if the precast...

REVISIONS

Mark By Chk'd. DateDescription

DEPARTMENT OF TRANSPORTATION

COMMONWEALTH OF PENNSYLVANIA

S.R. 2079 PREVIOUSLY KNOWN AS L.R. 06153

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SEGMENT 0010 OFFSET 0026

S.R.2079 STA.107+78.49

OVER TRIBUTARY TO SCHUYLKILL RIVER

GENERAL NOTES AND QUANTITIES

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GENERAL NOTES

DESIGN SPECIFICATIONS:

DESIGN MANUAL, PART 4 (APRIL 2015 EDITION).

AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 2014, AND AS SUPPLEMENTED BY

DESIGN IS IN ACCORDANCE WITH THE LRFD METHOD.

PROVIDE 2" CONCRETE COVER ON REINFORCEMENT BARS, EXCEPT AS NOTED.

USE CLASS C CEMENT CONCRETE BELOW THE BOTTOM OF FOOTINGS WHEN SPECIFIED.

CHAMFER EXPOSED CONCRETE EDGES 1 IN BY 1 IN, EXCEPT AS NOTED.

ALL DIMENSIONS SHOWN ARE HORIZONTAL, EXCEPT AS NOTED.

DIMENSIONS SHOWN ARE FOR A NORMAL TEMPERATURE OF 68 DEGREES F.

ALL STATIONS AND ELEVATIONS ARE IN FEET UNLESS NOTED OTHERWISE.

NOT PERMITTED UNLESS SPECIFIED.

WELDING OF REINFORCEMENT BARS DURING FABRICATION OR CONSTRUCTION IS

VERIFY ALL DIMENSIONS AND GEOMETRY OF THE EXISTING STRUCTURE IN THE

FIELD AS NECESSARY FOR PROPER FIT OF THE PROPOSED CONSTRUCTION.

DEPARTMENT FORCES ARE SOLELY RESPONSIBLE FOR THE STABILITY OF ALL EXCAVATED SLOPES

AND THE DESIGN OF ANY TEMPORARY SHORING AND BRACING THAT MAY BE USED. PERFORM

DIRECT ALL SURFACE RUNOFF AWAY FROM EXCAVATIONS.

CUT-OFF WALLS AND END BLOCKS MAY BE ORDERED BY THE DEPARTMENT TO BE AT

ANY ELEVATION OR ANY DIMENSIONS NECESSARY TO PROVIDE A PROPER FOUNDATION.

DO NOT EXCEED A TWO (2) FOOT DIFFERENCE IN THE FILL ELEVATION ON THE SIDES

OF THE BOX CULVERT DURING PLACEMENT OF THE BACKFILL. DO NOT ALLOW THE WHEELS

OF ROLLERS TO COME CLOSER THAT ONE (1) FOOT TO THE FACE OF THE STRUCTURE

DURING COMPACTION OF THE BACKFILL.

USE EPOXY BONDING COMPOUND WHEREVER CAST-IN-PLACE CONCRETE COMES IN CONTACT

WITH PREVIOUSLY PLACED OR PRECAST CEMENT CONCRETE. THE EPOXY BONDING COMPOUND

SHALL BE TYPE 2, GRADE 2 AS DESCRIBED IN ASTM-C881-90. SATISFACTORILY CLEAN

SURFACES OF ALL MATERIAL THAT WOULD INHIBIT PROPER BONDING. EPOXY BONDING

IS INCIDENTAL TO THE CLASS OF CONCRETE FOR WHICH IT IS APPLIED.

APPLY PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (PENETRATING SEALERS,

SUBSTRUCTURE SURFACES) TO ALL EXPOSED FACES OF THE WINGWALLS (EXPOSED FRONT

FACE, AND BACK FACE DOWN TO A LINE ONE (1) FOOT BELOW FINISHED GRADE.

APPLY PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (PENETRATING SEALERS,

CONSTRUCTION DETAILS OTHER THAN THOSE SHOWN SHALL CONFORM TO THE PENNSYLVANIA

DIMENSIONS AND REINFORCEMENT FOR CURBS AND END BLOCKS AS SHOWN ON THESE DRAWINGS

DEPARTMENT OF TRANSPORTATION STANDARDS FOR ROADWAY CONSTRUCTION, PUBLICATION 72M

AND THE STANDARDS FOR BRIDGE CONSTRUCTION, PUBLICATION 219M.

THE FABRICATOR OF THE PRECAST BOX CULVERT WILL PROVIDE A CONSTANT TYPICAL SECTION

FOR ALL BOX SEGMENTS FOR THE ENTIRE LENGTH OF THE CULVERT. THE SLAB WALL

SEGMENT TO THE NEXT.

THICKNESSES AND REINFORCMEMENT WILL NOT BE PERMITTED TO VARY FROM ONE BOX CULVERT

AS THE EXCAVATION FOR THE BOX CULVERT WILL BE BELOW THE STREAM ELEVATION,

DEWATERING SO THAT THE EXCAVATIONS ARE DRY ENOUGH TO BE INSPECTED BY THE DEPARTMENT.

COARSE AGGREGATE OR APPROVED EQUIVALENT AS DIRECTED BY THE DEPARTMENT REPRESENTATIVE.

FOUNDATION. REMOVE ANY UNSUITABLE MATERIAL AND REPLACE WITH COMPACTED NO. 2A

REMOVE ANY EXISTING FOOTINGS THAT LIE WITHIN THE FOOTPRINT OF THE PROPOSED

PROOF-ROLL THE ENTIRE AREA PRIOR TO THE REPLACEMENT OF THE BEARING MATERIALS.

PHL-93 OR P-82 (204 kip PERMIT LOAD)

DESIGN LIVE LOADS:

AT NO ADDITIONAL COST TO THE DEPARTMENT.

A HIGHER CLASS CONCRETE MAY BE SUBSTITUTED FOR A LOWER CLASS CONCRETE

PROVIDE GRADE 60 REINFORCING STEEL BARS THAT MEET THE REQUIREMENTS

FOOTINGS, PILES, BARRIERS OR WHERE BENDING OR WELDING OF THE REINFORCEMENT

OF ASTM A615/A615M, A996/A996M OR A706/A706M.DO NOT WELD GRADE 60

REINFORCING STEEL BARS UNLESS SPECIFIED. GRADE 40 REINFORCING STEEL

BARS MAY BE SUBSTITUTED WITH A PROPORTIONAL INCREASE IN CROSS-SECTIONAL

AREA, IF APPROVED BY THE CHIEF BRIDGE ENGINEER. DO NOT USE RAIL STEEL

RAKE-FINISH ALL HORIZONTAL CONSTRUCTION JOINTS, EXCEPT AS INDICATED.

NOTIFY THE REGIONAL HEADQUARTERS OF THE FISH COMMISSION PRIOR TO

CONSTRUCTION AND COOPERATE WITH THE FISH COMMISSION DURING

CONSTRUCTION.

GALVANIZED REINFORCEMENT BARS MAY BE SUBSTITUTED FOR EPOXY-COATED

REINFORCEMENT BARS AT NO ADDITIONAL COST TO THE DEPARTMENT.

PROVIDE MINIMUM LAP AND EMBEDMENT LENGTHS IN ACCORDANCE WITH BC-736M.

UNLESS NOTED OTHERWISE.

BRIDGE SUPERSTRUCTURE) TO THE CURBS.

ARE BASED ON THE PRECAST R.C. BOX CULVERT AS DESIGNED. IF THE PRECAST BOX CULVERT

DESIGN IS CHANGED FROM WHAT IS SHOWN BY THE FABRICATOR, IT WILL BE THE RESPONSIBLITY

OF THE DEPARTMENT FORCES AND FABRICATOR TO MAKE THE NECESSARY ADJUSTMENTS TO THE

DRAWINGS AND REINFORCEMENT BAR SCHEDULE AND INCORPORATE THOSE CHANGES INTO THE

PROPOSED CULVERT CONSTRUCTION AT NO ADDITIONAL COST TO THE DEPARTMENT.

ALL EXCAVATIONS IN ACCORDANCE WITH OSHA REQUIREMENTS.

DEWATERING MAY BE REQUIRED. DEPARTMENT FORCES ARE RESPONSIBLE FOR PROVIDING SUFFICIENT

A996/A996M REINFORCEMENT BARS IN BRIDGE ABUTMENTS, SHEAR BLOCKS, BEAMS,

ITEM NO. TOTALUNITITEM DESCRIPTION

BRIDGE STRUCTURE AS DESIGNED

APPROXIMATE QUANTITIES

LF

TOTALUNIT

CY

CY

DEPARTMENT SUPPLIED

BILL OF MATERIAL

SELECTED BORROW EXCAVATION ROCK, CLASS R-6

NO. 2A COARSE AGGREGATE

SELECTED BORROW EXCAVATION, STRUCTURE BACKFILL

CLASS 3 EXCAVATION

NO.57 COARSE AGGREGATE

CONCRETE SURFACES (PENETRATING SEALERS)

PROTECTIVE COATING FOR REINFORCED

CY

CY

CY

SY

LF

BITUMINOUS WEARING COURSE, FJ1, LEVELING COURSE, SRL-L

REINFORCEMENT BARS, EPOXY COATED LB

TON

ITEM DESCRIPTION REMARKS

REMOVAL OF EXISTING STRUCTURE

AT WEEPHOLES

PRECAST BOX BEDDING

STRUCTURE BACKFILL

CYNON-SHRINK GROUT FILL LIFT HOLES (50LB BAG)

LS

LS

DEPARTMENT FORCES

DEPARTMENT FORCES

STRUCTURE MOUNTED GUIDE RAIL ‡" | ANCHOR BOLTS R.C. CULVERT ONLY

SELECTED BACKFILL

C = 0 psf

O = 33°

= 120 pcf

C = 0 psf

O = 28°

= 120 pcf

PA FISH AND BOAT SOUTHEAST REGION

(717) 626-0228

LITITZ, PA 17543

UTILITY:

AND 107.12.

UTILITIES IN ACCORDANCE WITH PUBLICATION 408/2016, SECTIONS 106.06

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

255 WEST BRUBAKER VALLEY ROAD

STREET ADDRESS:

ELM, PA 17521

P.O. BOX 9

MAILING ADDRESS:

24

SF 570

CLASS A CEMENT CONCRETE

32

253

7

RIP-RAP ALONG T-WALLS 51

5

7

4

10

28

PROVIDE STREAM DIVERSION IN ACCORDANCE WITH EROSION AND SEDIMENT POLLUTION

& CUTOFF WALLS

CURBS, MOMENT SLABS

STRUCTURE MOUNTED GUIDE RAIL BARRIER

6" STRUCTURE FOUNDATION DRAIN LF

& MOMENT SLAB

R.C. CULVERT

FOUNDATION NOTES

USE AT-REST EARTH PRESSURE COEFFICIENTS TO COMPUTE LATERAL EARTH PRESSURES

ON THE WALLS.

TEMPORARY BRACING AND SHORING SYSTEMS ARE NOT ANTICIPATED ON THIS PROJECT.

HOWEVER, IF ONE IS TO BE UTILIZED, THE FOLLOWING ESTIMATED SOIL PARAMETERS

MAY BE USED FOR TEMPORARY BRACING AND SHORING SYSTEMS:

EXCAVATION IS TO CONFORM TO OSHA AND OTHER APPLICABLE LOCAL, STATE

AND FEDERAL REGULATIONS.

USE EPOXY-COATED REINFORCEMENT BARS IN CURBS, CUTOFF WALLS, MOMENT SLABS

CULVERT COLLAR, PRECAST CONCRETE BOX CULVERT AND BAFFLES.

ITEMS LEGEND

(2)CLASS AA CEMENT CONCRETE

CUTOFF WALLS & LEVELING PADS

SY

MAY BE USED AS RANDOM BACKFILL AS DIRECTED BY DEPARTMENT FORCES. RANDOM

CONTROL PLAN.

PRIOR TO CONSTRUCTION, REMOVE ALL ORGANIC, LOOSE DEBRIS AND ROCKS OVER

3 INCHES IN DIAMETER FROM THE SUBGRADE. OVEREXCAVATE SOFT OR LOOSE

MATERIALS FROM THE SUBGRADE AND REPLACE WITH COMPACTED STRUCTURE BACKFILL.

USE NO. 2A COARSE AGGREGATE OR APPROVED EQUAL AS THE STRUCTURE BACKFILL

MATERIAL.

GROUNDWATER WILL BE ENCOUNTERED DURING CONSTRUCTION. PROVIDE DEWATERING

TO MAINTAIN GROUNDWATER TO A MINIMUM 1 FT BELOW THE EXCAVATION SUBGRADE.

USE PENNDOT APPROVED AGGREGATE MATERIALS AS SELECTED FILL AGAINST THE

VERTICAL WALLS OF THE CULVERT AND BEHIND THE WINGWALLS. ON-SITE SOIL

BACKFILL SHOULD BE FREE OF ORGANIC, LOOSE DEBRIS AND ROCKS OVER 3 INCHES

IN DIAMETER.

USE THE FOLLOWING FOR SOIL PARAMETERS FOR STRUCTURAL DESIGN OF THE

2

8' x 7' SINGLE CELL PRECAST R.C. BOX CULVERT

BOX CULVERT = 7.16 KSF

FACTORED BEARING RESISTANCE:

REINFORCEMENT BARS, EPOXY COATED LB1002-0053

5085-0100

1

1

DEPARTMENT FORCES

DES:JDM DWG:JDM/KRB

201

3046

EA 8

BOX CULVERT = 7.16 KSF

MAXIMUM DESIGN FOUNDATION PRESSURE:

80

45

SY

(3) CURBS

145

S.R.2079 SECTION DFB

USE CLASS AA CEMENT CONCRETE IN CURBS AND COLLAR.

USE CLASS A CEMENT CONCRETE IN CUTOFF WALLS.

VERTICAL WALLS OF THE BOX CULVERT AND T-WALLS:

PREFABRICATED T-WALL REATINING WALL SYSTEM & PRECAST BARRIER

R.C. CULVERT ONLY

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CONTRACTOR SUPPLIED

MEMBRANE WATERPROOFING SYSTEM INSTALLED ON SIDES AND TOP OF BOX

(3) APPLY PROTRECTIVE COATING T0 CURBS (ALL EXPOSED FACES).

(2) INCLUDES CLASS AA CONCRETE IN CURBS, MOMENT SLABS & CULVERT COLLARS.

SEE SHEET 7 AND 11 FOR DETAILS.

(1) ANCHOR BOLTS FOR C.I.P CURB (8 E.A.) ARE INCIDENTAL TO THIS ITEM.

PRECAST REINFORCED CONCRETE BOX CULVERT (8'-0" x 7'-0") (1)

USE AASHTO/AWS D1.1M/D1/1-2008 FOR WELDING NOT COVERED IN AASHTO/AWS D1.5M/D1.5-2008.

D1.5M/D1.5-2008 BRIDGE WELDING CODE, AND CONTRACT SPECIAL PROVISIONS.

PUBLICATION 408, 2016, CHANGE NO. 2, EFFECTIVE APRIL 7, 2017, AASHTO/AWS

PROVIDE MATERIALS AND PERFORM WORK IN ACCORDANCE WITH SPECIFICATIONS,

GENERAL:

11-14-2017

85°0'0"

STA.

AHEAD

85°

95°85°

95°

INSIDE FACE OF

BOX CULVERT WALL

108+00

N38°38'17.67"E

OFFSET

0.0'

W.P. 9

W.P. 8

W.P. 7

W.P. 6

W.P. 5

W.P. 4

W.P. 3

W.P. 2

W.P. 1

NUMBER

POINT

WORKING

RI

VE

RS

CH

UY

LKI

LL

TRI

BU

TA

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TO

107+50

NOT TO SCALE

WP 1

WP 2 WP 3WP 4

WP 5 WP 6

WP 7 WP 8WP 9

WP 10 WP 11

WINGWALL (TYP)

OUTSIDE FACE OF

CULVERT (TYP)

OUTSIDE FACE OF

W.P. 10

W.P. 11

11.31'LT

11.77'RT

11.27'LT

11.77'LT

11.27'LT

11.27'LT

11.26'RT

11.27'RT

11.27'RT

11.35'RT

107+78.50

107+52.87

107+72.78

107+77.47

107+82.28

107+97.34

107+54.51

107+74.71

107+79.52

107+84.21

108+03.97

CULVERTC

11.82'

11.82'

20.09' 15.064.81' 4.81'

20.09' 20.09'4.81' 4.81'

S.R. 2079

CONSTR.C

REVISIONS





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STAKE-OUT PLAN

WING DWING A

WING B WING C

S.R. 2079 C.L.

STATION ALONG

NOTES:

WORKING POINT TABLE

BERKS COUNTY

DES:JDM DWG:JDM/KRB


FOR CURB AND CUTOFF WALL DETAILS, SEE SHEET 7.

FOR BAFFLE DETAILS, SEE SHEET 4.

FOR GENERAL NOTES, SEE SHEET 2.

FOR GENERAL PLAN AND ELEVATION, SEE SHEET 1.

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1 0 1 2 3 FEET

SECTION A-ADATUM 200

EL. 205.02

BEDROCK

EL. 206.51

EL. 207.51

(TYP)

5'-0"

STREAMBED

EXISTING EL. 207.33

EL. 206.33

CUTOFF WALL (TYP)

CAST-IN-PLACE

1'-0"

DOWNSTREAMUPSTREAM

BACKFILL

STRUCTURAL

12" STREAMBED

MATERIAL

PROPOSED

STREAMBED(TYP)

BAFFLEFLOW

EL. 204.82

8" SUBBASE

8" BASE COURSE

2.00 %

COURSE

2" WEARING CONSTR.

S.R. 2079

2.00 %

(TYP)

GUIDE RAIL BARRIER

PA STRUCTURE MOUNTED

10'-0"

LANE LANE

10'-0"

20'-0"

"23'-6•

(T

YP)

2'-7

…"

CURB (TYP)

CAST-IN-PLACE

2'-5•" MAX.

C

1'-10•" MAX.1'-6"MIN.

2'-3•" MIN.

2'-3Œ" MAX.

1'-9‚"

TYP. TYP.

1'-9‚"

2'-1‡" MIN.

OR #8 COARSE AGGREGATE

6" COMPACTED NO. 2A

REVISIONS





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NOTES:

BOX CULVERT DATA

R.C. PRECAST

C

1'-0"

BAFFLE AND 90° HOOKS

2" CLR. (TYP.)

90° HOOK EPOXY COATED #5 BARS @ 9"-

#5 BARS

EPOXY COATED

2" CLR. 2" CLR.

5'-4"

WITH •"| THREADED INSERTS

6" HAUNCH8"

WALL

TYPICAL BAFFLE PLAN

6 0 6 12 INCHES

NO SCALE

2-EPOXY COATED

#5 BARS

90° HOOKS

BAFFLE ANDC

HOOKS 180°

ROTATE ALTERNATING

WITH 90° HOOKS

EPOXY COATED #5 BARS

BO

TT

OM

SL

AB

1'-0"

TYPICAL BAFFLE DETAIL


8"

(FABRICATOR SUPPPLIED)

THREADED INSERTS

•" DIA.

DES:JDM DWG:JDM/KRB


FOR ADDITIONAL INFORMATION, SEE BC-798M, 4-STRANDS REQUIRED.

REDESIGN OF DEPARTMENT FORCE CULVERTS IS NOT PERMITTED.

MINIMUM REINFORCING BAR COVER = 1•" EXCEPT 2•" FOR TOP BARS OF TOP AND BOTTOM SLAB.

WALL THICKNESS = 8"

SLAB THICKNESS = 14.5" TOP, 12" BOTTOM

GRADE 60 REINFORCING BARS

MAXIMUM ALLOWABLE FOUNDATION PRESSURE FOR BOX = 7.16 KSF

MAXIMUM FOUNDATION PRESSURE FOR BOX = 7.16 KSF

PROVIDE REINFORCING STEEL WITH A YIELD STREGTNH (FY) = 60 KSI (EPOXY COATED)

PROVIDE CONCRETE WITH A COMPRESSIVE STRENGTH f'c = 5,000 PSI

BOX SECTION LENGTH ( 5-SECTIONS) @ 4'-0" (MIN.) = 23'-6•" (CULVERT LENGTH)

FOR BAFFLE LAYOUT PLAN, SEE SHEET 5.


FOR GENERAL PLAN & ELEVATION, SEE SHEET 1.

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PRECAST CUVLERT DETAILS

CKD: KAC

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1•" CLR.

1•" CLR.#9 @ 12"

CLR.

2"

8"

#10 @ 12"

51

51

WEEPHOLE (TYP.)

4" DIA, FORMED

(TYP.)

1•" CLR.

(TYP.)

1•" CLR.

ƒ" X ƒ" CHAMFER

(TYP.)

TYPICAL PRECAST BOX SECTION

12 0 12 INCHES

(TYP.)

#4 @ 12"

#5 @ 12"

TYP. TOP AND BOT

#4 @ 9"A

A

#5 @12"

WEEPHOLE. (TYP.)

MATERIAL, AT EACH

CLASS 1 GEOTEXTILE

AGGREGATE WRAPPED WITH

• C.Y. NO. 57 COARSE

TY

P.

2'-6"

A

TYP. ALL CORNERS

#5 @ 12 "

(TYP.)

6"X6" HAUNCH

SECTION. (TYP.)

REINFORCEMENT AT END OF

BAR TO EXTEND TO CORNER

#4 DIAGONAL REINFORCEMENT

SEE DETAIL, THIS SHEET

CONCRETE BAFFLE

7'-0"

A

A1'-0"

A

A

2'-7•"

8"A

A

8'-0"A

A 8"A

A

A#5 @ 9" TOP AND BOT.A

#6 @ 12"

TY

P.

#5 @12"

A #5 @ 9" TOP AND BOT.A

9'-4"A

A

(T

YP.

EA

CH

WA

LL)

#4

@ 12"

EA

CH

FA

CE

9'-2•

"

A

A

1'-2•

" A

A

2•" CLR.

#5 #5

#4 #4

2'-7"

LA

P

A

A

A

A

TYP.

2'-2" LAPA

A

TYP.

2'-2" LAPA

A

2'-7"A

A

DateRecm'd.Chk'd.ByDescriptionMark


COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION

S - 35851

SHEET OFRECOMMENDED

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WA

LL

WP 9

WP 4

EX

P. J

T.

EX

P. J

T.

ECC401

BO

X

CU

LV

ER

T

ECC401

BO

X

CU

LV

ER

T

WP 1

C.I.P.

FLOW

(T

YP)

CLR

* CAST-IN-PLACE CULVERT COLLAR

(TYP)

BAFFLE

MODULAR WALL

F.F. PREFABRICATED

ECC501

FABRICATOR

INSERT BY THE

GALVANIZED THREADED

CULVERT

F.F. P.C.

F.F. P.C. CULVERT

FABRICATOR

INSERT BY THE

GALVANIZED THREADED

ECC501

MODULAR WALL

F.F. PREFABRICATED

REVISIONS

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6 0 6 12 INCHES

1 0 1 2 FEET

S.R. 2079 �

CONSTR.

8'x 7' SINGLE CELL PRECAST R.C. BOX CULVERT

WING A

DETAIL B

COLLAR

CULVERT

5'-4" (

TY

P)

2'-8" C

8'-0"

ST

A.

AH

EA

D

WING B

WING C

WING D

C.I.P.

DETAIL A

COLLAR

CULVERT

2'-10" 9'-0" 9'-0" 2'-9•"

23'-7†"

C.I.P.

DETAIL A

COLLAR

CULVERT

C CULVERT

C.I.P.

DETAIL B

COLLAR

CULVERT

BAFFLE LAYOUT PLAN

NOTES:

COLLAR DETAIL A

C.I.P. CULVERT

‚" EXP. JT.

5ƒ"*

•"

MI

N.

8"

2‡"

6 0 6 12 INCHES

COLLAR DETAIL B

C.I.P. CULVERT

WA

LL

8"

2‡" CLR.

PR

E-

CA

ST

PR

E-

CA

ST

5ƒ"*

‚" EXP. JT.

•"

MI

N.

5

SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"

SCALE: •" = 1'-0"

DES:JDM DWG:JDM/KRB

FOR REINFORCEMENT SCHEDULE, SEE SHEET 11.

SEE SHEET 4.

FOR ADDITIONAL CULVERT AND BAFFLE DETAILS,

FOR GENERAL NOTES & QUANTITIES, SEE SHEET 2.


COLLAR DETAILS

11

WP 8

WP 3

WP 10 WP 5

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6„"* 6…"*

9'-2•

"

A

A

Contractor Supplied

GALVANZIZED THREADED

INSERT BY FABRICATOR

(TYP.)

CONCRETE

PRIOR TO PLACING

TO CULVERT WALL

BONDING AGENT

APPLY CONCRETE

C

ECC401

PRE-CAST CULVERT (TYP)

1•" CLR.

CULVERT

1 0 1 2 FEET

SCALE: •" = 1'-0"

8'-6•

"

A

A

8'-8"

A

A

UPSTREAM COLLAR ELEVATION

WINGWALL C WINGWALL B

ECC402

9-

EC

C501

@ 12"

MA

X.

A

A

9-

EC

C501

@ 12"

MA

X.

A

A

6…"* 6„"*

9'-2•

"

A

A

CONTRACTOR SUPPLIED

GALVANZIZED THREADED

INSERT BY FABRICATOR

(TYP.)

CONCRETE

PRIOR TO PLACING

TO CULVERT WALL

BONDING AGENT

APPLY CONCRETE

C

ECC403

PRE-CAST CULVERT (TYP)

1•" CLR.

CULVERT

1 0 1 2 FEET

SCALE: •" = 1'-0"

DOWNSTREAM COLLAR ELEVATION

WINGWALL A WINGWALL D

8'-10"

A

A

8'-8•

"

A

A

ECC404

9-

EC

C501

@ 12"

MA

X.

A

A

9-

EC

C501

@ 12"

MA

X.

A

A


SHEET OFRECOMMENDED


11

DES: JDM DWG: JDM CKD: KAC

A

A

RECESS

POST TENSION

4"x5"x6ƒ"

A

REIN. (TYP)

LONGITUDINAL

5"

DETAIL E

TYP.

REINFORCEMENT

TRANSVERSE

N.T.S

RECESS

POST TENSION

4"x5"x6ƒ"

A

A

DUCT

SCH. 40 PVC POST-TENSIONING

1•" I.D. OR 2" I.D.

N.T.S

SECTION H-H

BERKS COUNTY



S.R.2079 STA.107+78.49


8'x 7' SINGLE CELL PRECAST R.C. BOX CULVERT

S - 35851

POST TENSIONING DETAILS

NOTES:

FOR REINFORCEMENT SCHEDULE, SEE SHEET 11.

SEE SHEET 4.

FOR ADDITIONAL CULVERT AND BAFFLE DETAILS,

FOR GENERAL NOTES & QUANTITIES, SEE SHEET 2.


DateRecm'd.Chk'd.ByDescriptionMark


REVISIONS

6

6-ƒ"

A

A

HA

UN

CHA

A

1"

CL

R.

A

A

1" MIN.

CLR.A

A1" MIN.

CLR.

A

A

ENGINEER

PROFESSIONAL

REGISTERED

PE

NN

S Y L VA

N

IA

CO

M

MO

NWEALTH

OF

No.083136

KERRI A. CUTRIGHT

11-14-2017

TYPICAL SECTION1 0 1 2 FEET

SCALE: •" = 1'-0"

HAUNCH (TYP)

6"x6" MIN.

CULVERTC

51

EACH WEEPHOLE (TYP.)

•" C.Y. OF NO. 57 COARSE

AGGREGATE WRAPPED IN

GEOTEXTILE, CLASS 1 AT

@ EVERY OTHER SEGMENT (TYP)

4" | FORMED WEEPHOLES

2'-6"

9'-2•

"

A

A

1'-0"

A

A

A

A

FOR BAFFLE DETAILS, SEE BAFFLE LAYOUT PLAN

x 5'-4" LONG BAFFLE (PRE-CAST)

ALTERNATING 8" HIGH x 1'-0" WIDE

BEDROCK 1'-0" (TYP.)

(PROPOSED)

EXCAVATED ROCKLINE

OF PRE-CAST END SECTIONS

STRANDS THRU BOTTOM SLAB

EXTEND POST-TENSIONING

7'-0"

CL

EA

R

OP

ENI

NG

6'-0"

TH

E

TO

P

SL

AB

WA

TE

RP

RO

OFI

NG (

TY

P.)

LI

MI

TS

OF

WA

TE

RP

RO

OF

ME

MB

RA

NE

(2"

WI

DT

H,

PL

AC

E

THI

S

BE

FO

RE

OF

PR

EC

AS

T

BO

X

SE

CTI

ON J

OI

NT

S

AN

D

PR

OT

EC

TI

VE

BO

AR

DS

AT

SI

DE

S

STREAMBED

1'-0" BELOW

CULVERT DEPRESSED

1'-2•

"A

A

9'-4"

8"

6"

MI

N.

LA

P (

TY

P)

8"

PLACE AFTER SIDE JOINT WATERPROOFING

LIMITS OF WATERPROOFING ON ENTIRE TOP SLAB OF BOX

8'-0"

HAVING A YIELD STRENGTH OF 270 KSI

(TYP) FOR ADDITIONAL INFORMATION,

SEE BC-798. 4 STRANDS FOR EACH

CELL REQUIRED.

•" | LOW RELAXATION POLY STRANDS

INSIDE 1•" DUCTS (TYP.)

COARSE AGGREGATE

NO. 2A OR #8

6" BEDDING COMPACTED

A

POST TENSIONING IS REQUIRED

REINF. AT END OF SECTION WHEN

BAR TO EXTEND TO EXISTING

#4 DIAGONAL REINFORCEMENT

A

TOP SLAB

A

DUCT

TENSION

POST

A

RECESS

POST TENSION

4"x5"x6ƒ"

A

BLOCKOUT

BEYOND P/T

OF WALL REIN.

INSIDE FACE

12 0 12 INCHES

TYPICAL HAUNCH SECTION DETAIL

A

SIDEWALL

A

OF WALL REINF.

OUTSIDE FACE

A

CLEARANCES

FOR MINIMUM REINFORCEMENT

SEE DETAIL E, THIS SHEET

H

H

8•" (#4)

Mark Description By Chk'd. Recm'd. Date

REVISIONS



SHEET OFRECOMMENDED

16-

NO

V-2017 09:31

OP

ER

AT

OR:

FI

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ME:

PL

OT

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D:

J:\

Design\

Bridge

Unit\

Bridge

Projects\

Berks

County

Projects\

SR 2079

DF

Box

Culvert\

CA

DD files\J

OS

H-

SH.dgn

BERKS COUNTY



S.R.2079 STA.107+78.49


CUVLERT END DETAILS

S - 35851

D-

90

02

CA

DD (

02-

90)

RE

VI

SE

D (

10-

04)

1 0 1 2 FEET

FL

OW

NOT TO SCALE


NOTES:

BAR DETAIL

TOP SLAB REINFORCEMENT

SPLICE

MECHANICAL

FEMALE END

2" R#4 OR #5

2'-1" (#5)

EC601 EC402 (TYP)


CULVERT

8"

4'-8‚" 4'-8‚"

8"

C

MODULAR WALL

PRECAST

9'-4•"

1 0 1 2 FEET

FL

OW

ECW402


CULVERT

4'-8‚" 4'-8‚"

C

9'-4•"

CUT-OFF WALL PLAN

DOWNSTREAM END

CURB PLAN

DOWNSTREAM END

CLR

4"

CLR

4"


FF CULVERT

FF

BY OPPOSITE HAND)

(UPSTREAM END SIMILAR

SCALE: •" = 1'-0"SCALE: •" = 1'-0"

7

10-ECW404 @ 12"-

6"

1'-

6"

10-ECW401 @ 12"

DES:JDM

6"A

A

6"

A

A

3'-10"A

A

2‚" R#6

S7 BAR

BASE PLATE

PLAIN WASHER

HEX NUT &

LEVELING NUT

ANCHOR BOLT DETAILNOT TO SCALE

FOR DETAILS, SEE

STD. DWG. BC-734M

4 REQUIRED/POST.

‡" A325 GALV.

ANCHOR BOLT,

2•" MIN.

DWG:JDM/KRB

=SUPPLIED BY THE CONTRACTOR

8" MIN.

SEE SHEET 11 FOR LENGTHS

N.T.S.

FOR REINFORCEMENT BAR SCHEDULE, SEE SHEET 11.

FOR GUIDE RAIL DETAILS, SEE BC-706M.

FOR GUIDE RAIL LAYOUT, SEE SHEET 10.



EC501 AND [EC502](FF)

PAD (TYP.)

CONCRETE LEVELING

WALL (TYP.)

PRECAST MODULAR

WHEN DIFFERENT

UPSTREAM BARS IN []

BY OPPOSITE HAND)

(UPSTREAM END SIMILAR

ECW401 [EC403] (RF)

11ENGINEER

PROFESSIONAL

REGISTERED

PE

NN

S Y L VA

N

IA

CO

M

MO

NWEALTH

OF

No.083136

KERRI A. CUTRIGHT

CKD: KAC

11-14-2017

SCALE: •" = 1'-0"

1 0 1 2 FEET

DOWNSTREAM END - CURB ELEVATION

TO CLEAR GUIDE RAIL POST ANCHOR BOLT

* FIELD ADJAST REINFORCEMENT STEEL BAR LOCATIONS SCALE: •" = 1'-0"

1 0 1 2 FEET

UPSTREAM END - CURB ELEVATION

EL. 205.32

0" (TYP)

ACUTOFF WALL

BOTTOM OF

ECW404 @ 12"-


C CULVERT

2" CLR CL

R

CL

R

6…"

2"

3"

2" CLR

ECW404 @ 12"-


EL. 205.52

0" (TYP)

CUTOFF WALL

BOTTOM OF

C

2" CLR

CL

R

CL

R

A6…"

2"

3"

CULVERT

2" CLR

EL. 216.85EL. 217.00

0" (TYP)

2" CLR 2" CLR

CL

R

CURB

TOP OF

(E

F)

EQ.

SP

A.

A

2"

9'-4•"

4-

EC

60

1

@

1'-10"A

A 1'-10"A

A

4-S7 EQ. SPACEDA

A

4"4"

CL

R

2"

EL. 214.54EL. 214.72

EL. 217.02EL. 216.88

0" (TYP)

2" CLR 2" CLR

CURB

TOP OF

(E

F)

EQ.

SP

A.

A

9'-4•"

CL

R

2"

CL

R

2"

4-S7 EQ. SPACEDA

A

1'-10"A

A

4"

1'-10"A

A

4"

4-

EC

60

1@

10-ECW401 @ 12" 10-ECW401 @ 12"

9'-4" 9'-4"

6„" 6„"

15-EC402 @ 8" MAX*

15-EC401 @ 8" MAX (RF)*

15-EC501 @ 8" MAX (FF)*

15-EC402 @ 8" MAX*

15-EC403 @ 8" MAX (RF)*

15-EC502 @ 8" MAX (FF)*

BY FABRICATOR

#5 @ 8" O.C. MAX.(FF)

#4 @ 8" O.C. MAX.(RF)

THREADED INSERTS W/

1'-8"

EQ.

SP

A.

EC

W402

A

A

(E

F)

EQ.

SP

A.

EC

W402

A

A

(E

F)

1'-8"

1'-0"

ECW401

2" CLR.

ECW404

(TYP.)

(E

F)

THREADED INSERTS

•"| @ 1'-0"

BEDROCK

BAFFLE (TYP.)

PRE-CAST

8"

2-

EC

W4

02

1'-8"

BAR DETAIL" ON THIS SHEET.

"TOP SLAB REINFORCEMENT

FOR BAR DETAILS, SEE

#5 REBARS BY FABRICATOR.

THREADED INSERTS W/ BAR DETAIL" ON THIS SHEET.

"TOP SLAB REINFORCEMENT

FOR BAR DETAILS, SEE

#4 REBARS BY FABRICATOR.

THREADED INSERTS W/

EC402

EC403

AND

EC401

4-

EC

60

1

@

EQ.

SP

A. (

EF)

TO

P

SL

AB

ƒ" CHAMFER (TYP)

BC-706M FOR DETAILS.

GUIDE RAIL. SEE

STRUCTURE MOUNTED

1'-6"

PR

E-

CA

ST

CU

LV

ER

T

EC501 & EC502

SECTION 705.4(g)), TYP

COMPOUND (PUB. 408,

ASPHALT RUBBER SEALING

"1'-

11

…8"

PA

VE

ME

NT

(D

EP

AR

T.

FO

RC

ES)

7'-

0"

9'-

2•

"

SL

AB

BO

TT.

WALL TYPICAL SECTION

SECTION A-A -CURB AND CUTOFF

12 0 12 INCHES

SCALE: 3/4" = 1'-0"

(BD-632M)FOR DETAIL

ANCHOR BOLT SEE

S7 (SEE THIS SHEET FOR DETAIL)

VA

RI

ES

FF CURB

EQ.

SP

A.

(BEDDING MATERIAL)

OR #8 COARSE AGGREGATE

6" COMPACTED NO.2A

LENGTHS

DETAILS AND SHEET 10 FOR

SEE THIS SHEET FOR

ANCHOR BOLT,

TY

P.

1"

1ˆ"| HOLE (TYP.)

8"

ANCHOR BAR DETAIL

BAR 2" x …" x 10"

(GALVANIZED)

NOT TO SCALE

10"

THE REQUIREMENTS OF SECTION 705.8 OF PUB. 408/2016.

AND THE CONCRETE WITH CAULKING COMPOUND MEETING

SEAL THE OPENING BETWEEN THE METAL SURFACE

AFTER GUIDE RAIL IS ERECTED AND ALIGNED,

WITH CONCRETE WITH CAULKING COMPOUND.

=COAT ALL SURFACES OF BASE PLATE IN CONTACT

16-

NO

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OR:

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PL

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D:

J:\

Design\

Bridge

Unit\

Bridge

Projects\

Berks

County

Projects\

SR 2079

DF

Box

Culvert\

CA

DD files\J

OS

H-

SH.dgn

D-

90

02

CA

DD (

02-

90)

RE

VI

SE

D (

10-

04)

(T

YP)

(T

YP)

85°

STEEL PLATE

HOT-DIP GALVANIZED

95°

PLATE SIDE VIEWVIEW OF PLATE AT

ACUTE CORNER

VIEW OF PLATE AT

OBTUSE CORNER

COLLAR

C.I.P.

SCALE:1" = 1'-0"

NOT TO SCALE

NOTES:

AND WASHER (TYP). INSTALL CENTERED

ON THE CONNECTION PLATE.

PROVIDE TWO PLATES PERONE WALL UNIT.

PANEL

PRECAST WALL

F.F. WINGWALL

CULVERT

INTERFACE WITH

ENTIRE HEIGHT OF

FILTER CLOTH FOR

2 LAYERS 12" WIDE

INSIDE FACE OF CULVERT

PRECAST CULVERT

Ž"| HOLE

HOLE

Ž"|

Ž"| HOLES

•"

•"

6" 6" 6" 6"

3"

1•"

6" 6"

5ƒ

"

‚"

EX

P. J

T.

6"

6"

6"

•" THICK x 3" WIDE CONNECTION PLATE.

ƒ" DIA. x 5‚" EXPANSION BOLT

CONNECTION PLATE DETAILS

WALL TO CULVERT ATTACHMENT DETAILS

BERKS COUNTY

WINGWALL ELEVATIONS AND DETAILS

S - 35851

RECOMMENDED


REVISIONS



S.R.2079 STA.107+78.49



SHEET OF6 0 6 12 INCHES


1/2" EXPANSION JOINT

DES:JDM

AFTER INSTALLATION

BURR THREADS

•" MAX.

‚" MIN.

2•" PROJ.

BAR DETAIL THIS SHEET.

DOUBLE NUTS. SEE ANCHOR

2"x…"x10" SECURED WITH

ANCHOR BAR (GALVANIZED)

1"x12"x12" BASE PLATE

NOT TO SCALE

ANCHOR BOLT DETAIL

HEX NUTS W/PLAIN WASHERS

ASTM A563 LEVELING

ANCHOR PER BC-734M )

(GALVANIZED) (TYPE B

(2•" PROJECTION)

GRADE 105, ANCHOR BOLTS

4 -‡"| x 2'-0" ASTM F1554

MOUNTED CURB)

2'-0" (STRUCTURE

DWG:JDM/KRB

4'-0" PANEL HEIGHT FOR WINGS C AND D

=4'-6" PANEL HEIGHT FOR WINGS A AND B

S.R.2079 SEC.DFB

1'-6"(MOMENT SLAB CURB)



118

NOT TO SCALE

SECTION C-C

#4

PRECAST PANEL

** 1•" CLR. MIN

2•" CLR. MAX

C.I.P

CONCRETE

FILL

ENGINEER

PROFESSIONAL

REGISTERED

PE

NN

S Y L VA

N

IA

CO

M

MO

NWEALTH

OF

No.083136

KERRI A. CUTRIGHT

CKD: KAC

11-14-2017

DATUM 200

TOP OF CURB (TYP)

GUIDE RAIL

MOUNTED

PA STRUCTURE

2'-9•

"

(T

YP)

BA

RRI

ER

JT. (TYP)

EL. 217.29

EL. 216.85

EL. 217.00EL. 216.55

(TYP)

1'-0"

6"

LEVELING PAD (TYP)

6" CONCRETE

2%

2%

1'-0"

(TYP)

CUT-OFF WALL

JT. (

TY

P)

•"

EX

P.

2%

JT. (TYP)

…" EXP.

2% FOUNDATION DRAIN (TYP)

6" DIA. STRUCTURE

INV. EL. 208.21

WING A

JOINT (TYP)

CONSTR.

KEYED

OPTIONAL

WING D

BFE. 204.82

BFE. 207.36

BFE. 209.9

INV. EL. 210.50

BFE. 204.82

BFE. 207.36

BFE. 209.9

INV. EL. 210.5

SCALE: ‚" = 1'-0"

WINGWALL A AND D - ELEVATION2 0 2 4 FEET

ESTIMATED TOPESTIMATED TOP OF

EL.214.90*

OF WALL

C

5' T-WALL

(TYP)

20'-1„" OF PANELS 20'-1„" OF PANELS

WALL EL.214.40*

C

C

THAN 4".

IF DEPTH OF C.I.P. CONCRTE FILL IS LESS

LONGITUDINAL REINFORCEMENT NOT REQUIRED**

BY THE FABRICATOR CASTING TOP WALL SEGMENTS.

ACTUAL TOP OF WALL IS TO BE ESTABLISHED*

BC-799M, SHEET 3), TYP.**

9•" MAX. (SEE DETAIL A,

ROADWAY PROFILE. 2" MIN,

LEVELING CONCRETE TO FOLLOW

•" EXP.

VERTICAL AS POSSIBLE.(TYP.)

TRY TO MAKE THIS LINE AS

FACE OF THE EXISTING GROUND.

IT CAN BE CAST AGAINST CUT

THIS FACE NEED NOT BE FORMED,WALL (TYP)

OPTIONAL UNREINFORCED

DATUM 200

JT. (TYP)

GUIDE RAIL

MOUNTED

PA STRUCTURE

CURB (TYP)

TOP OF

(T

YP)

BA

RRI

ER

2'-9•

"

EL. 216.65 EL. 216.88

EL. 217.02

EL. 217.31

(TYP)

1'-0"

6"

LEVELING PAD (TYP)

6" CONCRETE

JT. (TYP)

…" EXP.

JT. (

TY

P)

•"

EX

P.

WING B2%

2%

FOUNDATION DRAIN (TYP)

6" DIA. STRUCTURE

JOINT (TYP)

CONSTR.

KEYED

OPTIONAL

CUT-OFF WALL

C

INV. EL. 208.56

WING C

ESTIMATED TOP

EL.214.60*

OF WALL

ESTIMATED TOP OF

INV. EL. 208.83

BFE. 207.56

BFE. 205.02 BFE. 205.02

INV. EL. 210.70

BFE. 207.56

BFE. 210.10

WALL EL.215.10*

2%

WINGWALL B AND C - ELEVATION2 0 2 4 FEET

SCALE: ‚" = 1'-0"

(TYP)

5' T-WALL

15'-0ƒ" OF PANELS 20'-1„" OF PANELS

C

CBC-799M, SHEET 3), TYP.**

9•" MAX. (SEE DETAIL A,

ROADWAY PROFILE. 2" MIN,

LEVELING CONCRETE TO FOLLOW

•" EXP.

VERTICAL AS POSSIBLE.(TYP.)

TRY TO MAKE THIS LINE AS

FACE OF THE EXISTING GROUND.

IT CAN BE CAST AGAINST CUT

THIS FACE NEED NOT BE FORMED,WALL (TYP)

OPTIONAL UNREINFORCED

12" LEVELING PAD

C.I.P. CONCRETE6"

3'-

0"

MI

N.

BA

CK

FI

LL

AS REQUIRED BY DESIGN

1 0 1 2 FEET

(PRECAST MODULAR WALL)

WINGWALL - TYPICAL SECTION

SCALE: •" = 1'-0"

(TYP)

PANEL

FACING

CONCRETE

PRE-CAST

(TYP)

BETWEEN STEMS

SPECIFIED BACKFILL

PA STRUCTURE MOUNTED

GUIDE RAIL BARRIER C.I.P. MOMENT SLAB

FOR DETAILS)

(SEE BC-799M

CONCRETE

LEVELING

SPONGE

CELL NEOPRENE

1" THICK CLOSEDTOP OF PAVEMENT

JT.

CONSTR.

PRE-CAST BARRIER CURB

1'-6"

1'-9‚"

8'-0"

1'-1•"

1'-0"

4"

8"

(TYP)

SHEAR KEY

DRAIN

FOUNDATION

6" STRUCTURE

CLASS 4, TYPE A

ENCASED INGEOTEXTILE,

NO. 57 COARSE AGGREGATE

CONTINUOUS 2'-0" x 2'-0"

PR

E-

CA

ST

WA

LL

SE

GM

EN

TS

9'-

7"

MA

X.

*

HEI

GH

T

VA

RI

ES

A

A

A

A

A

A

BY DESIGN

AS REQUIRED

BY DESIGN

AS REQUIRED

WATERPROOF ADHESIVE

GLUE TO PANEL WITH

(TO REMAIN IN PLACE)

POLYSTYRENE (P.C.P)

PREFORMED CELLULAR

16-

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Design\

Bridge

Unit\

Bridge

Projects\

Berks

County

Projects\

SR 2079

DF

Box

Culvert\

CA

DD files\J

OS

H-

SH.dgn

D-

90

02

CA

DD (

02-

90)

RE

VI

SE

D (

10-

04)

CU

RB

CL

R

CL

R(TYP)

#6

EQ.

SP

A.(

EF)

RAI

L

BA

RRI

ER

MO

UN

TE

D

GUI

DE

NOTES:

6 0 6 12 INCHES

EM502

AND REBARS IN THE PRECAST BARRIERS

PROPERLY LAYOUT GUIDE RAIL ANCHORS

* THE FABRICATOR IS RESPONSIBLE TO

3"

1'-0" 2'-1•

"

8'-0" MOMENT SLAB (CAST-IN-PLACE)

7'-8ƒ"

1'-6"

1'-1•"

11•"

2'-5" (PRE-CAST)

2" CLR

4"

7•"

EM401, EM403, EM405, EM407 (TOP)

2" CLR

1'-1•

"

2'-9•

"

3-#4

@8"

2"

CL

R

PA

ST

RU

CT

UR

E

1'-1"

8"

2'-7

…"

2'-7"

2"

2"

4"


REVISIONS

DescriptionMark By Chk'd. Recm'd. Date

SHEET OFRECOMMENDED


MOMENT SLAB AND CURB DETAILS

MOMENT SLAB - TYPICAL SECTION

BERKS COUNTY


S.R.2079 STA.107+78.49



TOP OF ROADWAY

#5 EM501

(T

YP)

CH

AM

FE

R

ƒ"

#5

SCALE: 1" = 1'-0" S - 35851

1'-8"

FOR ANCHOR BOLT DETAILS.*

(GALVANIZED)SEE SHEET 7

(2•" PROJECTION)

GRADE 105 ANCHOR BOLTS

4-‡"| x 1'-6" ASTM F1554

EM402, EM404 EM406 EM408 (BOT)

P.C.P

SEALING

ASPHALT RUBBER

DES:JDM DWG:JDM/KRB


119

= MEASURED ALONG SLOPE OF ROAD

MEMBRANE (BD-627M)

= WATERPROOFING

4"

SEE SHEET 11.

FOR REINFORCEMENT BAR SCHEDULE,


SEE SHEET 1.

FOR GENERAL PLAN & ELEVATION,

ENGINEER

PROFESSIONAL

REGISTERED

PE

NN

S Y L VA

N

IA

CO

M

MO

NWEALTH

OF

No.083136

KERRI A. CUTRIGHT

CKD: KAC

11-14-2017

SCALE: •" = 1'-0"

LA

P (

TO

P)

N38°38'17.67"E

1 0 1 2 FEET

EM502 (BOT)

EM501 (TOP)

EM502 (BOT)

EM501 (TOP)

#5

& #5 (

TO

P)

CULVERT

2'-7"

LA

P (

TO

P)

2'-7"

2" CLR

STA.AHEAD

EM502 (BOT)

EM501 (TOP)

2'-7"

LA

P (

TO

P)

2" CLR

S.R.2079

CONSTR. �

2" CLR

EM502 (BOT)

EM501 (TOP)

LA

P (

TO

P)

8"

2" CLR

MOMENT SLAB AND CURB

PLAN

#5 TOP & BOT

31-EM502 @ 8" MAX (BOT)

23-EM501 @ 8" MAX (TOP)

CURB LINE

CONSTR. JT.

#4 AND #6

#4 AND #6

RF CULVERT

23-EM502 @ 8" MAX (BOT)

14'-5•"

9"

RF CULVERT

0" (TYP.)

2'-7"

9"

31-EM501 @ 8" MAX (TOP)

0" (TYP.)

8"

23-#5 @ 8" MAX (BOT)

31-EM502 @ 8" MAX (BOT)

31-EM501 @ 8" MAX (TOP)

8-

EM402

@ 12"

MA

X (

BO

T)

8-

EM404

@ 12"

MA

X (

BO

T)

CU

RB

CU

RB

107+50

31-EM502 @ 8" MAX (BOT)

19'-6ƒ"

21'-2Ž"

#4 AND #6 0" (TYP.)

CONSTR. JT.

CURB LINE

9-

EM403

@ 12"

MA

X. (

TO

P)

1'-6"

9-

EM401

@ 12"

MA

X (

TO

P)

1'-6"

9'-6" 8'-0" 31-EM501 @ 8" MAX (TOP)

CURB LINE

#4 AND #6

WINGWALL A

2" CLR

WINGWALL B

CONSTR. JT.

9'-6"

31-#5 @ 8" MAX. (BOT)

31-#5 @ 8" MAX (BOT)

CA

ST-I

N-

PL

AC

E (

TY

P)

8-

EM406

@ 12"

MA

X (

BO

T)

108+00

9-

EM405

@ 12"

MA

X (

TO

P)

9'-6"

8'-0"

CA

ST-I

N-

PL

AC

E (

TY

P)

CU

RB

(T

YP)

1'-6"

PR

E-

CA

ST

(T

YP)

WINGWALL C

9-

EM407

@ 12"

MA

X (

TO

P)

CU

RB

(T

YP)

CURB LINE

1'-6"

PR

E-

CA

ST

8-

EM408

@ 12"

MA

X (

BO

T)

8'-0"

CA

ST-I

N-

PL

AC

E (

TY

P)

9'-6"

2" CLR

WINGWALL D

CONSTR. JT.

31-#5 @ 8" MAX (BOT)

0" (TYP.)

21'-2Ž"

31-#5 @ 8" MAX (TOP)23-#5 @ 8" MAX (TOP)

31-#5 @ 8" MAX (TOP) 31-#5 @ 8" MAX (TOP)

• " EXP. JOINT (TYP.)

• " EXP. JOINT (TYP.)

20'-4ƒ" 20'-4ƒ"

20'-4ƒ" 15'-3‹"

16-

NO

V-2017 09:35

OP

ER

AT

OR:

FI

LE

NA

ME:

PL

OT

TE

D:

J:\

Design\

Bridge

Unit\

Bridge

Projects\

Berks

County

Projects\

SR 2079

DF

Box

Culvert\

CA

DD files\J

OS

H-

SH.dgn

D-

90

02

CA

DD (

02-

90)

RE

VI

SE

D (

10-

04)

1 0 1 2 3 FEET

WP1

N38°38'17.67"E

AHEAD

STA.

108+00107+50

CURB LINE

S.R. 2079 �

CONSTRUCTION

CURB LINE

PLAN - GUIDE RAIL LAYOUT

NOTES:

CULVERT



RECOMMENDEDSHEET OF


REVISIONS

LIMITS OF STRUCTURE MOUNTED GUIDERAIL

1'-4"

8‡"

C

TYPE 2-S

POST

(DEPARTMENT FORCE)

GUIDE RAIL

TYPE 2-S

(DEPARTMENT FORCE)

GUIDE RAIL

TYPE 2-S

(DEPARTMENT FORCE)

GUIDE RAIL

TYPE 2-S

(DEPARTMENT FORCE)

GUIDE RAIL

LIMITS OF STRUCTURE MOUNTED GUIDERAIL

"11… 1'-0"1'-8"

C POST

1'-4"

SCALE: …" = 1'-0"

S - 35851

S.R.2079 STA.107+78.49

BERKS COUNTY

GUIDE RAIL LAYOUT



9" 1'-0"


8 SPA. @ 6'-0" = 48'-0"

7 SPA. @ 6'-0" = 42'-0"

DES:JDM DWG:JDM/KRB


1110

RAIL BARRIER DETAILS, SEE BC-706M.

FOR ADDITIONAL PA STRUCTURE MOUNTED GUIDE



ENGINEER

PROFESSIONAL

REGISTERED

PE

NN

S Y L VA

N

IA

CO

M

MO

NWEALTH

OF

No.083136

KERRI A. CUTRIGHT

CKD: KAC

11-14-2017

REVISIONS





SHEET OFRECOMMENDED

16-

NO

V-2017 09:36

OP

ER

AT

OR:

FI

LE

NA

ME:

PL

OT

TE

D:

J:\

Design\

Bridge

Unit\

Bridge

Projects\

Berks

County

Projects\

SR 2079

DF

Box

Culvert\

CA

DD files\J

OS

H-

SH.dgn

BERKS COUNTY

Recm'd.


S.R.2079 STA.107+78.49


REBAR SCHEDULE

S - 35851

D-

90

02

CA

DD (

02-

90)

RE

VI

SE

D (

10-

04)


.

.

.

FIGURES IN CIRCLES SHOW TYPES.

. "E" - INDICATES EPOXY COATED REBARS.

.

"*" DIMENSION ON 180° HOOKS TO BE SHOWN ONLY WHERE NECESSARY TO

RESTRICT HOOK SIZE, OTHERWISE STANDARD HOOKS ARE TO BE USED.

ALONG OUTSIDE OF BAR. R IS MEASURED ALONG INSIDE OF BAR.

FOR REINFORCEMENT BAR FABRICATION DETAILS, REFER TO STANDARD

DRAWING BC-736M.

FOR ALL BAR TYPES SHOWN, DIMENSIONS A-H AND LENGTH ARE MEASURED

REINFORCEMENT BAR TYPES

MARK SIZE NUMBER LENGTH TYPE A B C D R REMARKS

MARK SIZE NUMBER LENGTH TYPE A B C D REMARKS

CONTRACTOR SUPPLIED REINFORCEMENT BAR SCHEDULE

DEPARTMENT FORCE REINFORCEMENT BAR SCHEDULE

B

C

*

5

A

A

A

BC C

4

A B

6

A

135°

A

135°

B

1

R

B

2

R135°

A

EC401

EC402

EC403

EC501

EC502

EC601

4

4

4

5

6

15

30

15

15

16

2

1

STR

0"-4•" 1'-2•" 0'-1"

CURB

MOMENT SLAB

EM401

EM402

EM403

EM404

EM405

EM406

EM407

EM408

EM501

EM502

4

4

4

4

4

4

4

4

5

5

9

8

8

9

8

9

8

9

120

120

20'-4" TO 20'-11"

20'-5" TO 20'-11"

7'-8•"

6'-9"

VARY EA. BY 1"

VARY EA. BY‡"

VARY EA. BY‡"

VARY EA. BY‡"

VARY EA. BY‡"

VARY EA. BY‡"

CUTOFF WALL

ECW402

ECW401

ECW404

4

4

4

20

8

20

9'-0"

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

STR

4

5

1'-4"

6" 4"

CULVERT COLLAR

ECC401

ECC501

4

5

1

36

STR

6 0'-7„" 0'-6"

DES:JDM

1

1

R

0'-1"

0'-1"

THREAD A 3"

0'-4•" 2'-4•" TO 2'-6•"

=THREAD STRAIGHT END 3"

VARY EA B BY „"

1'-7"

0'-4•" VARY EA B BY „"

9'-0•"

8" 7•"

1'-7"

1'-1„"

5 15 1 0'-1" VARY EA B BY „"

1 0'-1" VARY EA B BY „"

DWG:JDM/KRB

2'-2‡" TO 2'-4Œ"

ANCHOR BOLT LENGTHPOST LOCATION

2.72' 2.73'

2.84'

2

STA.AHEAD

LT.CURB

STA.AHEAD

RT.CURB

1


2 BOLTS

@

@

2 BOLTS

@

2 BOLTS

@

2 BOLTS

VARY EA. BY 1"

20'-4" TO 20'-11"

20'-5" TO 20'-11"

VARY EA. BY‡"14'-3" TO 14'-9"

ECC402 4 1 STR

ECC403 4 1 STR

ECC404 4 1 STR

8'-2•"

8'-4"

8'-6"

1111

2'-9‰" TO 2'-11"

2'-7…" TO 2'-9ˆ"

1'-1"

2'-4•" TO 2'-6•"

2'-2‡" TO 2'-4Œ"0'-4•"

0'-4•"2'-4•" TO 2'-11"

2'-7…" TO 2'-9ˆ"

8'-4•"

REBAR LENGTHS PROVIDED INCLUDE 3" FOR PLACEMENT IN INSERT

19'-3" TO 19'-11"

19'-3" TO 19'-10"

14'-2" TO 14'-9"

ENGINEER

PROFESSIONAL

REGISTERED

PE

NN

S Y L VA

N

IA

CO

M

MO

NWEALTH

OF

No.083136

KERRI A. CUTRIGHT

CKD: KAC

4'-7"

2.85'

ANCHOR BOLTS

C.I.P. CURB

SUPPLIED

CONTRACTOR

3" ON EACH END

THREAD ANCHOR BOLTS

11-14-2017

COMMONWEALTH OF PENNSYLVANIA are based on the precast r.c. box culvert as designed. if the precast...

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