ORB7054_Trail Bridges Replacement_Wayne_drawings.pdf

EASTERN REGION

US Department of Agriculture Forest Service

HANGING ROCK TRAIL BRIDGES REPLACEMENT

Wayne National Forest Ironton Ranger District

SHEET SHEET TITLE

PROJECT

LOCATION

Region Nine

MAY 28 , 2010

GENERAL NOTES

USFS APPROVALS

STATEMENT OF QUANTITIES

FOR LOCATION & VICINITY PLAN SEE SITE PLAN SHEET 1 OF 12

Lawrence County, Ohio Hamilton & Elizabeth Township

SPECIAL NOTE: (ATV TRAIL SAFETY REQUIREMENTS) FOR BRIDGE #1 THRU #4 THE ACCESS ROUTE FOR

THE SITES WILL BE BY WAY OF EXISTING ATV TRAILS. WHEN MOVING SUPPLIES AND EQUIPMENT ON

THESE TRAILS THE CONTRACTOR WILL BE REQUIRED TO HAVE A SAFETY VEHICLES 50 FEET AHEAD OF

AND 50 FEET BEHIND THE CONTRACTORS EQUIPMENT WHEN IT USING THE ATV TRAIL. THESE SAFETY

VEHICLES WILL NEED TO BE EQUIPPED WITH FLASHING SAFETY LIGHTS AND FLAGGING.

AT THE BRIDGE CONSTRUCTION SITE THE CONTRACTOR SHALL BE REQUIRED TO POST DETOUR SIGNS

AROUND THE BRIDGE CONSTRUCTION SITE. THESE SIGNS SHALL BE POSTED ON THE EXISTING ATV

TRAILS 500 FEET EACH SIDE OF THE BRIDGE CONSTRUCTION SITE.

PLASTIC PROTECTION ZONE FENCING SHALL BE PLACED ACROSS EXISTING ATV TRAILS AT THE BRIDGE

CONSTRUCTION SITE SO ATV'S CANNOT ENTER BRIDGE CONSTRUCTION SITE

UNDERGROUND UTILITIES:

Drawing Title

Scale

Date

CAD File No.

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

Sheet of

DWS

1 12

Design:

TCWChecked:

TCW

PLOT ARCH SIZE "D"

HR_1_Bridge_Plan.dwg

ATV TRAIL

HR-#1 BRIDGE

ATV TRAIL

HR-#2 BRIDGE

HR-#3 BRIDGE

HR-#4 BRIDGE

HR-#5 BRIDGE

NEW ATV TRAIL

NEW ATV TRAIL

710700

( IN FEET )

GRAPHIC SCALE

0100 100 200 40050

Drawing Title

Scale

Date

CAD File No.

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

Sheet of

DWS

2 12

Design:

TCWChecked:

TCW

PLOT ARCH SIZE "D"

HR_1_2_3_Bridge_Plan.dwg

EXCAVATION AREA FOR FILL

HR-#3 BRIDGEHR-#2 BRIDGE

ATV TRAIL

EXCAVATION AREA FOR FILL

ATV TRAIL

NEW ATV TRAIL

HR-#1 BRIDGE

NEW ATV TRAIL

EXCAVATION AREA FOR FILL

ATV TRAIL

ATV TRAIL

-138

EXCAVATION AREA FOR FILL

CONTRACTOR SHALL REMOVE EXISTING WOOD BRIDGE.

THE OLD BRIDGE MATERIAL BECOMES PROPERTY OF

THE CONTRACTOR AND SHALL BE REMOVED FROM USFS

PROPERTY AND DISPOSED OF ACCORDING TO ALL

LOCAL AND OHIO LAWS.

-50 -40 -30 -20 -10 0 10 20 30 40 50

-60

660 660

60 70 80-70-80-90-100-110-120-130 90 100 110 120 130

EXISTING GROUND

GEOTEXTILE (TYPE II-B)

EXISTING GROUND

8'

3 12" X .250 WALL PIPE

RAILING & POSTS3 12" X .250 WALL PIPE

RAILING & POSTS

2X4 VERTICAL

TIMBER DECK

W10X10 (TYP.) THE TOP 6 INCH CELLS ALL FILLED WITH QUIKRETE

CONCRETE MIX AND HAND COMPACTED

COMPACTED SOIL

FILL (COMPACTED)

FILLFILL

EXISTING GROUND

GEOTEXTILE (TYPE II-B)

EXISTING GROUND

8'

3 12" X .250 WALL PIPE

RAILING & POSTS3 12" X .250 WALL PIPE

RAILING & POSTS

2X4 VERTICAL

TIMBER DECK

W10X10 (TYP.) THE TOP 6 INCH CELLS ALL FILLED WITH QUIKRETE

CONCRETE MIX AND HAND COMPACTED

COMPACTED SOIL

FILL (COMPACTED)

FILLFILL

( IN FEET )

GRAPHIC SCALE

020 20 40 8010

Drawing Title

Scale

Date

CAD File No.

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

Sheet of

DWS

3 12

Design:

TCWChecked:

TCW

PLOT ARCH SIZE "D"

ATV TRAIL

HR-#1 BRIDGE

ATV TRAIL

NEW ATV TRAIL

NEW ATV TRAIL

ATV TRAIL TO BE

REMOVED

HR_1_Bridge_Plan.dwg

ATV TRAIL TO BE

REMOVED

'A

A'

'B

B'

-90

EXCAVATION AREA FOR FILL

-50 -40 -30 -20 -10 0 10 20 30 40 50

-60-70-80-90

CONTRACTOR SHALL REMOVE EXISTING WOOD BRIDGE.

THE OLD BRIDGE MATERIAL BECOMES PROPERTY OF THE

CONTRACTOR AND SHALL BE REMOVED FROM USFS

PROPERTY AND DISPOSED OF ACCORDING TO ALL LOCAL

AND OHIO LAWS.

EXISTING GROUND

GEOTEXTILE (TYPE II-B)

EXISTING GROUND

8'

3 12" X .250 WALL PIPE

RAILING & POSTS3 12" X .250 WALL PIPE

RAILING & POSTS

2X4 VERTICAL

TIMBER DECK

W10X10 (TYP.) THE TOP 6 INCH CELLS ALL FILLED WITH QUIKRETE

CONCRETE MIX AND HAND COMPACTED

COMPACTED SOIL

FILL (COMPACTED)

FILLFILL

EXISTING GROUND

GEOTEXTILE (TYPE II-B)

EXISTING GROUND

8'

3 12" X .250 WALL PIPE

RAILING & POSTS3 12" X .250 WALL PIPE

RAILING & POSTS

2X4 VERTICAL

TIMBER DECK

W10X10 (TYP.) THE TOP 6 INCH CELLS ALL FILLED WITH QUIKRETE

CONCRETE MIX AND HAND COMPACTED

COMPACTED SOIL

FILL (COMPACTED)

FILLFILL

( IN FEET )

GRAPHIC SCALE

020 20 40 8010

Drawing Title

Scale

Date

CAD File No.

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

Sheet of

DWS

4 12

Design:

TCWChecked:

TCW

PLOT ARCH SIZE "D"

ATV TRAIL

HR-#2 BRIDGE

ATV TRAIL

HR_2_Bridge_Plan.dwg

'A

A'

B'

'B

674676

680 678

EXCAVATION AREA FOR FILL

-50 -40 -30 -20 -10 0 10 20 30 40 50

60 70 80 90-60-70-80

CONTRACTOR SHALL REMOVE EXISTING WOOD BRIDGE.

THE OLD BRIDGE MATERIAL BECOMES PROPERTY OF THE

CONTRACTOR AND SHALL BE REMOVED FROM USFS

PROPERTY AND DISPOSED OF ACCORDING TO ALL LOCAL

AND OHIO LAWS.

EXISTING GROUND

GEOTEXTILE (TYPE II-B)

EXISTING GROUND

8'

3 12" X .250 WALL PIPE

RAILING & POSTS3 12" X .250 WALL PIPE

RAILING & POSTS

2X4 VERTICAL

TIMBER DECK

W10X10 (TYP.) THE TOP 6 INCH CELLS ALL FILLED WITH QUIKRETE

CONCRETE MIX AND HAND COMPACTED

COMPACTED SOIL

FILL (COMPACTED)

FILLFILL

EXISTING GROUND

GEOTEXTILE (TYPE II-B)

EXISTING GROUND

8'

3 12" X .250 WALL PIPE

RAILING & POSTS3 12" X .250 WALL PIPE

RAILING & POSTS

2X4 VERTICAL

TIMBER DECK

W10X10 (TYP.) THE TOP 6 INCH CELLS ALL FILLED WITH QUIKRETE

CONCRETE MIX AND HAND COMPACTED

COMPACTED SOIL

FILL (COMPACTED)

FILLFILL

( IN FEET )

GRAPHIC SCALE

020 20 40 8010

Drawing Title

Scale

Date

CAD File No.

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

Sheet of

DWS

5 12

Design:

TCWChecked:

TCW

PLOT ARCH SIZE "D"

ATV TRAIL

HR-#3 BRIDGE

ATV TRAIL

HR_3_Bridge_Plan.dwg

'A

A'

'B

B'

-50

( IN FEET )

GRAPHIC SCALE

050 50 100 20025

Drawing Title

Scale

Date

CAD File No.

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

Sheet of

DWS

6 12

Design:

TCWChecked:

TCW

PLOT ARCH SIZE "D"

HR_4_Bridge_Plan.dwg

ATV TRAIL

ATV TRAIL

EXCAVATION AREA FOR FILL

HR-#4 BRIDGE

-50

EXCAVATION AREA FOR FILL

-50 -40 -30 -20 -10 0 10 20 30 40 50

CONTRACTOR SHALL REMOVE EXISTING WOOD BRIDGE.

THE OLD BRIDGE MATERIAL BECOMES PROPERTY OF THE

CONTRACTOR AND SHALL BE REMOVED FROM USFS

PROPERTY AND DISPOSED OF ACCORDING TO ALL LOCAL

AND OHIO LAWS.

EXISTING GROUND

GEOTEXTILE (TYPE II-B)

EXISTING GROUND

8'

3 12" X .250 WALL PIPE

RAILING & POSTS3 12" X .250 WALL PIPE

RAILING & POSTS

2X4 VERTICAL

TIMBER DECK

W10X10 (TYP.) THE TOP 6 INCH CELLS ALL FILLED WITH QUIKRETE

CONCRETE MIX AND HAND COMPACTED

COMPACTED SOIL

FILL (COMPACTED)

FILLFILL

EXISTING GROUND

GEOTEXTILE (TYPE II-B)

EXISTING GROUND

8'

3 12" X .250 WALL PIPE

RAILING & POSTS3 12" X .250 WALL PIPE

RAILING & POSTS

2X4 VERTICAL

TIMBER DECK

W10X10 (TYP.) THE TOP 6 INCH CELLS ALL FILLED WITH QUIKRETE

CONCRETE MIX AND HAND COMPACTED

COMPACTED SOIL

FILL (COMPACTED)

FILLFILL

( IN FEET )

GRAPHIC SCALE

010 10 20 405

Drawing Title

Scale

Date

CAD File No.

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

Sheet of

DWS

7 12

Design:

TCWChecked:

TCW

PLOT ARCH SIZE "D"

HR_4_Bridge_Plan.dwg

ATV TRAIL

HR-#4 BRIDGE

ATV TRAIL

'A

A'

'B

B'

( IN FEET )

GRAPHIC SCALE

050 50 100 20025

Drawing Title

Scale

Date

CAD File No.

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

Sheet of

DWS

8 12

Design:

TCWChecked:

TCW

PLOT ARCH SIZE "D"

HR_5_Bridge_Plan.dwg

EXCAVATION AREA FOR FILL

EXCAVATION AREA FOR FILL

HR-#5 BRIDGE

NEW ATV TRAIL

APPROXIMATE

LOCATION N.I.C.

NEW ATV TRAIL

APPROXIMATE

LOCATION N.I.C.

TEMPORARY ACCESS ROAD

OFF OF S.R. 522

-50 -40 -30 -20 -10 0 10 20 30 40 50

-60

60 70 80-70-80-90-100 90 100

EXISTING GROUND

GEOTEXTILE (TYPE II-B)

EXISTING GROUND

8'

3 12" X .250 WALL PIPE

RAILING & POSTS3 12" X .250 WALL PIPE

RAILING & POSTS

2X4 VERTICAL

TIMBER DECK

W10X10 (TYP.) THE TOP 6 INCH CELLS ALL FILLED WITH QUIKRETE

CONCRETE MIX AND HAND COMPACTED

COMPACTED SOIL

FILL (COMPACTED)

FILLFILL

EXISTING GROUND

GEOTEXTILE (TYPE II-B)

EXISTING GROUND

8'

3 12" X .250 WALL PIPE

RAILING & POSTS3 12" X .250 WALL PIPE

RAILING & POSTS

2X4 VERTICAL

TIMBER DECK

W10X10 (TYP.) THE TOP 6 INCH CELLS ALL FILLED WITH QUIKRETE

CONCRETE MIX AND HAND COMPACTED

COMPACTED SOIL

FILL (COMPACTED)

FILLFILL

30'

54" HR #5 BRIDGE

"A" ROCK BARRIER

"A" ROCK BARRIER

54"10' 10'

5' 5'

( IN FEET )

GRAPHIC SCALE

020 20 40 8010

Drawing Title

Scale

Date

CAD File No.

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

Sheet of

DWS

9 12

Design:

TCWChecked:

TCW

PLOT ARCH SIZE "D"

HR_5_Bridge_Plan.dwg

NEW ATV TRAIL

APPROXIMATE

LOCATION N.I.C.

HR-#5 BRIDGE

NEW ATV TRAIL

APPROXIMATE

LOCATION N.I.C.

'A

A'

'B

B'

'X X

"A" ROCK BARRIER

SEE DETAIL

"A" ROCK BARRIER

SEE DETAIL

TEMPORARY ACCESS ROAD

OFF OF S.R. 522

NOTE:

CONTRACTOR WILL REQUIRED TO OBTAIN AND PAY

FOR ODOT PERMITS FOR TEMPORARY ACCESS ROAD.

APPROACH FILL USING

ON-SITE EXISTING SOIL

40'

G E

O W

E B

C E

LL

C

O N

C R

E

TE

/S O

IL

A

B U

TM

E

N T

8' T

O

TA

L W

IT

H

' B

E

LO

W E

X

IS

TI

N

G G

R A

D E

G E

O W

E B

C E

LL

C

O N

C R

E

TE

/S O

IL

A

B U

TM

E

N T

8' T

O

TA

L W

IT

H

' B

E

LO

W E

X

IS

TI

N

G G

R A

D E

APPROACH FILL USING

ON-SITE EXISTING SOIL

SEE DETAIL THIS SHEET

M

IN

. 3

M

IN

. 3

20"W10X10 (TYP.)

2X4 VERTICAL

TIMBER DECK

3 12" X .250 WALL PIPE

RAILING & POSTS

STEEL PLATE 8.7634' LONG

X 20"(L) X 10" (D) EACH END SEE

SHEET X OF X FOR LOCATION.

STEEL PLATE 8.7634' LONG

X 20" X 20' EACH END SEE

SHEET X OF X FOR LOCATION.

20"

3 12" X .250 WALL PIPE

RAILING & POSTS

3 12" X .250 WALL PIPE

RAILING & POSTS

L 4" X 3" X 1 4"

DECK RETAINING

ANGLES

L 3 1/2" X 3" X 1 4"

X 8' LONG DECK

RETAINING

ANGLES

4" X 12" PLATE X 40' LONG

GEOWEB CONCRETE/SOIL ABUTMENT

GEOWEB ABUTMENT

20"

4" X 12" PLATE X 40' LONG

2X4 VERTICAL

TIMBER DECK

4" (T) STEEL PLATE WELDED

ACROSS THE COMPLETE WIDTH

OF BRIDGE

3'

( IN FEET )

GRAPHIC SCALE

02 2 4 81

Drawing Title

Scale

Date

CAD File No.

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

Sheet of

DWS

10 12

Design:

TCWChecked:

TCW

PLOT ARCH SIZE "D"

HR_Bridge_Details.dwg

( IN FEET )

01 1 2 4.5

1.

8.

40'

4' (TYP.)

2.

5' 10' 10' 10' 5'

40'

3 12" X .250 WALL PIPE

RAILING & POSTS

3.

2X4 VERTICAL

TIMBER DECK

W8X8 (TYP.) W10X10 (TYP.)

12"

6" X .406 WALL TOW

BAR EACH END

6" X .406 WALL TOW

BAR EACH END

L 4" X 3" X 14"

DECK RETAINING

ANGLES

3 12" X .250 WALL PIPE

RAILING & POSTS

W10X10 (TYP.)

W8X8 (TYP.)

8'

2.

2.

2.

6" X .406 WALL TOW

BAR EACH END

6" X .406 WALL TOW

BAR EACH END

6" X .406 WALL TOW

BAR EACH END

6" X .406 WALL TOW

BAR EACH END

WELDED IN THE FIELD

6" X .406 WALL TOW

BAR EACH END

WELDED IN THE FIELD

6" X .406 WALL TOW

BAR EACH END

6" X .406 WALL TOW

BAR EACH END

1.

W10X10 (TYP.)

W8X8 (TYP.)

3 12" X .250 WALL PIPE

RAILING & POSTS

L 3 1/2" X 3" X 1 4"

LONG DECK

RETAINING

ANGLES ACROSS

COMPLETE WIDTH

OF BRIDGE

L 4" X 3" X 1 4"

DECK RETAINING

ANGLES

L 4" X 3" X 14"

DECK RETAINING

ANGLES

L 4" X 3" X 14"

DECK RETAINING

ANGLES

CL

CL

CL

2X4 VERTICAL

TIMBER DECK

"A

5.9427' (T

YP.)

5.9427' (TYP.)

STEEL PLATE 8.7634' LONG X 20" (L) X 10" (D)

EACH END SEE SHEET X OF X.

STEEL PLATE 8.7634' LONG X 20" (L) X 10" (D)

EACH END SEE SHEET X OF X.

NOTE:

THE TWO (2) SECTIONS THAT ARE 3.56 FT. WIDE ( 3 FT. - 6 3

4 INCHES) WILL BE FABRICATED OFF SITE

AND SKIDDED TO SITE BY USE OF ATV TRAILS. ONCE THE 3.56 FT. SECTION ARE PLACED ON ABUTMENTS

THE CENTER 1.56 FT. TOW BAR SECTION BE WELDED IN PLACE.

6" X .406 WALL TOW

BAR EACH END

"A

L 3 1/2" X 3" X 1

4" LONG

DECK RETAINING

ANGLES ACROSS

COMPLETE WIDTH

OF BRIDGE

L 3 1/2" X 3" X 1

4" LONG

DECK RETAINING

ANGLES ACROSS

COMPLETE WIDTH

OF BRIDGE

L 3 1/2" X 3" X 1

4" LONG

DECK RETAINING

ANGLES ACROSS

COMPLETE WIDTH

OF BRIDGE

L 3 1/2" X 3" X 1

4" LONG

DECK RETAINING

ANGLES ACROSS

COMPLETE WIDTH

OF BRIDGE

L 3 1/2" X 3" X 1

4" LONG

DECK RETAINING

ANGLES ACROSS

COMPLETE WIDTH OF

BRIDGE

1" DIA. HOLE

NOTE: ONCE BRIDGE IS PLACED ON

ABUTMENT A 7/8-INCH DIA. STEEL

BAR THRU 1-INCH DIA. HOLE 4 FEET

INTO CENTER SOIL MATERIAL.

1" DIA. HOLE

NOTE: ONCE BRIDGE IS PLACED ON

ABUTMENT A 7/8-INCH DIA. STEEL

BAR THRU 1-INCH DIA. HOLE 4 FEET

INTO CENTER SOIL MATERIAL.

4"

W10X10 (TYP.)8"X4" BOX PLATE

2X4 VERTICAL

TIMBER DECK

2X4 VERTICAL

TIMBER DECK

W10X10 (TYP.)8"X4" BOX PLATE

3 12" X .250 WALL PIPE

RAILING & POSTS

3 12" X .250 WALL PIPE

RAILING & POSTS

4" X 12" PLATE X 40' LONG

(SEE NOTE 1)

L 4" X 3" X 14"

DECK

RETAINING

ANGLES

L 4" X 3" X 1 4"

DECK

RETAINING

ANGLES

4" X 12" PLATE X 40' LONG

(SEE NOTE 1)

NOTE 1: THE 4" X 12" (T) PLATE SHALL

BE INSTALLED AFTER 2 X 4 VERTICAL

TIMBER DECK IS INSTALLED. THESE

PLATE SHALL BE SECURED BY SPOT

WELDS SPACED 12 INCH ON CENTER.RAILING POST SHALL RUN COMPLETE

LENGTH OF BOX PLATE AND WELDED

COMPLETE LENGTH.

NAILS

( IN FEET )

GRAPHIC SCALE

02 2 4 81

Drawing Title

Scale

Date

CAD File No.

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

Sheet of

DWS

11 12

Design:

TCWChecked:

TCW

PLOT ARCH SIZE "D"

NOTES

ALL STEEL CONNECTIONS TO BE WELDED. ALL WELDING SHALL BE IN ACCORDANCE

WITH D1.1-88 WELDING STANDARDS. STEEL SHALL BE ASTM A 588.

THE TYPICAL STRUCTURAL LUMBER GRADE DECKING SYSTEM IS NOMINAL 2"X4"

TREATED SOUTHERN YELLOW PINE, LAID EDGEWAYS PERPENDICULAR TO THE BEARING

STRINGERS. THE 2 X 4 VERTICAL FLOORING SYSTEMS SHALL HAVE WOOD

PRESERVATION TREATMENT TT-W-571 "WOOD PRESERVATIVE: RECOMMENDED

TREATMENT PRACTICE" FOR THE EXPOSURE IN THESE APPLICATIONS. THE

PRESERVATIVE FORMULATION MUST BE REGISTERED FOR USE BY THE EPA UNDER THE

LATEST REVISION OF FIFRA AND SECTION 716.03 - TREATED STRUCTURAL TIMBER AND

LUMBER OF FP-03 STANDARDS FOR CONSTRUCTION OF ROADS AND BRIDGES ON

FEDERAL HIGHWAY PROJECTS. CERTIFICATIONS MUST BE SUBMITTED THAT STATE THE

TREATMENT MEETS ALL OF THE ABOVE REQUIRE MONTS.

DECK PANELS SHALL BE NAILED 12" ON CENTER, STAGGERED. USING 16d GALVANIZED

NAILS. SO AS TO BE COMPATIBLE WITH WOOD PRESERVATIVE TREATMENT.

HR_Bridge_Details.dwg

( IN FEET )

01 1 2 4.5

9.2 2.8 2.37.6

10'

6'

2" STEEL TUBING STRETCHER FRAME

1" DIA. STEEL PINS SPACED SO AS TO FIT

GW30V61029PT OR APPROVED EQUAL

10'

6'

THE TWO (2) OUTSIDE CELLS FOR EACH 6

INCH SHALL BE FILLED WITH QUIKRETE

CONCRETE MIX AND HAND COMPACTED.

THE TOP 6 INCH LAYER SHALL ALL CELLS

FILLED WITH CONCRETE AND HAND

COMPACTED.

FILL CENTER CELLS OF 6 INCH GEOWEB CELL LAYER

WITH ON SITE SOIL APPROVED BY COR AND HAND

COMPACTED EXCEPT FOR FINAL 6 INCH LAYER WHICH

WILL HAVE ALL CELLS FILLED WITH QUIKRETE

CONCRETE MIX.

3' H

E

IG

H T

V A

R

IO

U S

F O

R E

A C

H B

R

ID

G E

A N

D

IS

G

IV

E N

O N

P

LA

N S

H E

E T

FO

R

B R

ID

G

E

NOTE:

GEOWEB CELL CONCRETE/SOIL

ABUTMENT WILL BE INSTALLED

THREE (3) FEET BELOW EXISTING

GROUND SURFACE.

EXISTING GROUNDEXISTING GROUND

"A A"

THE TWO (2) OUTSIDE CELLS TO BE FILLED

WITH QUIKRETE CONCRETE MIX AND HAND

COMPACTED.

THE TOP 6 INCH CELLS ALL FILLED WITH

QUIKRETE CONCRETE MIX AND HAND

COMPACTED

GEOTEXTILE (TYPE II-B)

COMPACTED SOIL FILL (COMPACTED)

8' T

O

TA

L

#5 REBAR SEE

DETAIL BELOW

NOTE:

THE REBAR WILL BE PLACED IN THE

CENTER OF EACH CONCRETE CELL.

OVERLAP OF REBAR WILL BE THREE (3)

INCHES AND WIRE TIED TOGETHER.

WIRE TIE REBAR

WIRE TIE REBAR

6" CELL

6" CELL

Drawing Title

Scale

Date

CAD File No.

Drawn

Drawing No.

Project

Date

Project Name

No.

Revision/Issue

Sheet of

DWS

12 12

Design:

TCWChecked:

TCW

PLOT ARCH SIZE "D"

HR_Bridge_Details.dwg