PLAN EAST ABUTMENT

of

CPA

ALC

SEPT 2021

NOVA PARKS

FOUR MILE RUN BRIDGE #2

1

4

RDG

1PLAN AND ELEVATION

Sheet No.

INDEX OF SHEETS

Description

LBCY CY

Steel

Reinforcing

Excav.

Struct.

Class A3

Concrete

Piles

Sheet

Reconstr.

Abutment

Masonry

Stone

SFSF

Total

ESTIMATED QUANTITIES

backwall

Face of

backwall

Back of

backwall

Back of

backwall

Face of

masonry wall

Face of

WEST ABUTMENT EAST ABUTMENTPLANNOT TO SCALE

+7'-11"

Edge of stream Edge of stream

Edge of stream

Timber deck

Asphalt Approach Asphalt Approach

Conduit pipe

Repair

Previousmasonry wall

Face of

FO

UR

MIL

E

RU

N

ELEVATIONNOT TO SCALE

FillFill

FillFill

+33'-0"

Finished grade

2'-

0"

min.

14'-

4"

4

3

2

1

14'-

6"

+

East Abutment

+North e

nd 14'-

4"

+So

uth e

nd 14'-

9"

Reinforcing Schedule and Bar Bending Diagrams

East Abutment Repair 2


Plan, General Notes, and Estimated Quantities

span a

Face of rail

Face of rail

79

79

6

6

188

188

Ordinary high water

434

434

Finished grade

Edge of stream

geotechnical engineer will be on site.

Contractor shall be responsible to coordinate when the

depth will be considered a change to the original contract. The

to firm soils. Any additional work necessary to achieve this

NOVA Parks will hire a geotechnical engineer to verify the depth 18.

abutments remove temporary support.

After final inspection and approval of reconstructed bridge 17.

Repoint the east and west abutments. 16.

possibly finishing the placement with dry-packed concrete.

surface. The top course may require pumping the concrete or

be placed behind the stones filling to the undisturbed soil

Following placement of each course of stone, concrete should 15.

mortar sets.

Stones shall be gently placed with full mortar joints before 14.

and shall be set on a clean and well moistened mortar bed.

Each stone shall be cleaned and moistened before placement 13.

abutment breastwall.

Replace any missing stones discovered on the east and west 12.

armour, watching the original exterior face.

time, placing single row of stone inset 1'-6" around perimeter of

Replace and rebuild east abutment breastwall one course at 11.

5'-0" below the top of masonry abutment wall.

Place concrete along abutments as shown on the plans up to 10.

questionable support revealed through de-watering.

Remove any loose masonry and stabilize any masonry with 9.

de-water inside of sheeting.

Excavate approximately 2'-0" to 3'-0" of soil to firm material and 8.

abutment, embedded approximately 4'-0" below mud line.

Install sheeting, allowing minimum of 1'-6" from face of original 7.

stones available.

Probe creek in vicinity of bridge to salvage all large facing 6.

to protect workers and avoid damage to stones.

Remove stones with care for abutment reconstruction in order 5.

Concrete armour for abutments shall rest on firm material.4.

shall be Type S (f'm = 1800psi).

Mortar between masonry stones on reconstructed abutments 3.

subject to fabrication and construction tolerances.

to center of bars except where otherwise noted and are

60. All reinforcing bar dimensions on the detailed drawings are

Deformed reinforcment bars shall conform to ASTM A615, Grade 2.

Concrete in abutment shall be class A3 (f'c =3000psi).1.

Notes:

6

6

Brid

ge 2_S1_Pla

n and

Ele

vatio

n.d

gn

Plan No.STRUCTURE AND BRIDGE DIVISION Sheet No.

Checked: ..........

Designed: .........

Drawn: ..............

DATE: ...................................

FINAL PLAN REVISIONS SUBMITTAL DATE:

$DATE$Date & Time:

Plotted by:$USER

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FEDERAL AID

PROJECT ROUTE PROJECT

STATE SHEET

NO.

VA.

STATE

NO. DATE AUTH. DESCRIPTION NO. DATE AUTH. DESCRIPTION

10'-

3"

span a

33'-0"

PRIME AE Group, Inc.

of

CA

ALC

SEPT 2021

NOVA PARKS


2

4

RDG

2EAST ABUTMENT REPAIR 1

A

A

masonry wall)

replace in kind (on

Stones salvaged and

abutment

Stone masonry

masonry wall)

replace in kind (on

Stones salvaged and

5'-0"

1'-

6"

+

wingwall

Stone masonry

wingwall

Stone masonry

C2 3

C2 3

B32

B2 3

E2 3

E32

D2 3

D32

LEGEND:

contractor to verify prior to commencing work and repair in kind.

end at the bottom. Dimension of void 10'-8" L x 7'-5" H x 4'-6" D

X = Void in the East Abutment masonry wall and backfill on north

abutment

masonry

Stone

14'-

6"

+

X

repair

concrete

Previous

6'-

6"

Scale: •" = 1'-0"

EAST ABUTMENT REPAIR

SECTION A-A

21'-

0"

+

6'-6"6'-6"14'-6"

1'-6"

AB0507

AB0506

AB0505

AB0504

5"

3"

+2'-6"

AB0503

10"

7-AB0502 spa.

@ 1'-0" = 6'-0"

Breastwall Armour

Brid

ge 2_S2_

East

Abut

me

nt-1.d

gn


Checked: ..........

Designed: .........

Drawn: ..............

DATE: ...................................


$DATE$Date & Time:

Plotted by:$USER


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FEDERAL AID


STATE SHEET

NO.

VA.

STATE


3"

+

+

15-AB0501 spa. @ 1'-0" = 14'-0"

3'-

7"

3"

Spa.

@ 10"

max.

= 3'-

1"

PRIME AE Group, Inc

3" ty

p.

3" ty

p.

3" ty

p.

min.

2'-

0"

3" ty

p.

+7'-5"

min.

2'-

0"

3"

min.

2'-

0"3'-

7"

8-AB0509 @ 1'-0"

7'-11"

5-

AB0508 spa.

@ 10"

max.

of

CA

ALC

SEPT 2021

NOVA PARKS


3

4

RDG


abutment

masonry

Stone wingwall

masonry

Stone

abutment

masonry

Stone

wingwall

masonry

Stone

3'-

7"

+

Scale: •" = 1'-0"

D3SECTION 2

E3SECTION 2

AB0510

AB0511

AB0510

AB0511

Repair

Concrete

Existing

AB0503

AB0504

AB0507

AB0503

AB0505

AB0507

AB0505

AB0506AB0506

AB0504

+2'-6"

B3SECTION 2

C3SECTION 2

+1'-6"

+3'-

7"

+to 2'-6"

+Varies 10"

AB0511

AB0510

AB0512

AB0512

AB0509

@ 1'-0" max.

5-AB0508 spa.

max. - 6'-5"

AB0502

AB0511

AB0510

AB0501

Brid

ge 2_S3_

East

Abut

me

nt-2.d

gn


Checked: ..........

Designed: .........

Drawn: ..............

DATE: ...................................


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Plotted by:$USER


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STATE SHEET

NO.

VA.

STATE


to 2'-11"Varies 10"

2'-11"


- - -- - -

East Abutment (CRR CLASS III)

2-05 2-00 3-01 5 3-01 7-04 114AB0501 15 5 3 3/4 22Breastwall

VARY VARY VARY 0 1/8 VARY 3-08 TO 7-02 39AB0502 7 5 3 3/4 22Breastwall

AB0502 1 A 4 7/8 2-03 7/8 3 7/8 D 4 3/4 1-11 1/8 3 1/8

P 3-01 3-01 0 Q 0 1/8 4 3/4 0 3/4

R 3-01 3-01 0

14-03 1-04 5/8 6-03 6-04 5/820-08 22AB0503 1 5 3 3/4 2Breastwall

14-03 1-05 5/8 6-03 6-04 7/820-08 22AB0504 1 5 3 3/4 2Breastwall

14-03 1-06 5/8 6-03 6-05 1/820-09 22AB0505 1 5 3 3/4 2Breastwall

14-03 1-07 5/8 6-03 6-05 3/820-09 22AB0506 1 5 3 3/4 2Breastwall

14-03 1-08 5/8 6-03 6-05 5/820-09 22AB0507 1 5 3 3/4 2Breastwall

VARY 6-11 TO 7-05 37AB0508 5 5 1WingwallAB0508 1 A 6-11 7-05 1 1/2

3-01 1-00 1-00 4-10 40AB0509 8 5 3 3/4 7Wingwall

18-0018-00 38AB0510 2 5 1Breastwall

20-06 20-06 43AB0511 2 5 1Breastwall

VARY 6-11 TO 7-05 15AB0512 2 5 1Wingwall

AB0512 1 A 6-11 7-05 6

TOTAL WEIGHT IN PRECEDING GROUP OF BARS 434

of

CA

ALC

SEPT 2021

NOVA PARKS


4

4

RDG

4REINFORCING SCHEDULE

REINFORCING STEEL SCHEDULE DIMENSION TABLE

MARK NO.

SIZE

BAR LOCATION TYPE N

(LBS.)

WEIGHT

BENDING DIAGRAM

DIMENSION VARIATION TABLE

MARK

LEN.

EA.

NO.

SIO

N

DIM

EN-

SIO

N

DIM

EN-

FT-IN

PIN DIA.

FT-IN FT-IN

LENGTH

FT-IN

A

FT-IN

B

FT-IN

C

FT-IN

D

FT-IN

P

E

FT-IN

Q

F

FT-IN

R

G

FT-IN

H

FT-IN

S

I

FT-IN

T

J

FT-IN

U

K

FT-IN

L

FT-IN

V

FT-IN

FROM

FT-IN

TO

FT-IN

VARY BY

FT-IN

FROM

FT-IN

TO

FT-IN

VARY BY

Brid

ge 2_S4_

Reinf

Sche

dule.d

gn

3

in the deck superstructure at no extra cost to the Department.

Straight bars (top and bottom) may be substituted for truss bars (SB series)

alternate bars shall be located in different bays.

Splices shall be located approximately at points of contraflexure and splices in

bars are required, bars shall have the least number of Class B splices possible.

If fabrication of deck slab bar is not possible for length detailed and multiple

Weights in schedule are based on density of 490 lb/ft.

Dimensions in Bending Diagram are out-to-out of bars.

NOTES:

Type 1

A

Type 2

Q

A

P

R

Type 7

B

C

D

Type 22

D

A

Q

P

R

Brid

ge 2_S4_

Reinf

Sche

dule.d

gn


Checked: ..........

Designed: .........

Drawn: ..............

DATE: ...................................


$DATE$Date & Time:

Plotted by:$USER


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er :

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE



of

DWH

ALC

SEPT 2021

NOVA PARKS


1

4

RDG

1PLAN AND ELEVATION

Description

Piles

Sheet

Reconstr.

Abutment

Masonry

Stone

SFSF

Total


FillFill

grade

Finished

typical

railing

Approach

Bridge railing

+51'-3

Conduit pipe

grade

Finished


+So

uth e

nd 11'-

0"

+North e

nd 4-10" +

So

uth e

nd 1'-

5"

+North e

nd 7-11"

backwall

Face of

backwall

Back of

backwall

Back of

backwall

Face of

masonry wall

Face of

Bridge railing

Timber deck

Bridge railing

Asphalt approach

typical

railing

Approach

stream

Edge of

Conduit pipe

stream

Edge of

Asphalt approach

Edge of stream

Edge of stream

WEST ABUTMENTEAST ABUTMENT

PLANNOT TO SCALE

masonry wall

Face of

1'-

6"

+

9'-11" +

East Abutment

4

3

2

1

Face of rail

Face of rail

span a

Reinforcing Schedule and Rebar Bending Diagrams




22

22

4

4

140

140

502

502

CYLBCY

Class A3

Concrete

Steel

Reinforcing

Excav.

Struct.

Sheet No.

INDEX OF SHEETS

FO

UR

MIL

E

RU

N








Repoint the east and west stone masonry abutments.16.

finishing the placement with dry-packed concrete.

The top course may require pumping the concrete or possibly

placed behind the stones filling to the undisturbed soil surface.

Following placement of each course of stone, concrete should be 15.

mortar sets.


shall be set on a clean and well moistened mortar bed.

Each stone shall be cleaned and moistened before placement and 13.

abutment breastwalls.

Replace any missing stones discovered on east and west 12.



Replace and rebuild east abutment breastwall one course at 11.

3'-0" below the top of masonry.








stones available.



Remove stones with care for abutment reconstruction in order 5.

Concrete abutments shall rest on firm material.4.


Mortar between masonry stones on reconstructed abutments 3.

subject to fabrication and construction tolerances.

to center of bars except where otherwise noted and are

60. All reinforcing bar dimensions on the detailed drawings are

Deformed reinforcment bars shall conform to ASTM A615, Grade 2.


Notes:

10

10

Brid

ge 3_S1_Pla

n and

Ele

vatio

n.d

gn


Checked: ..........

Designed: .........

Drawn: ..............

DATE: ...................................


$DATE$Date & Time:

Plotted by:$USER


Pe

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FEDERAL AID


STATE SHEET

NO.

VA.

STATE


10'-

3"

span a

51'-3"

6'-

4"

2'-

0"

min.


of

CA

ALC

SEPT 2021

NOVA PARKS


2

4

RDG


A

A

replace in kind

Missing backfill

wingwall

Stone masonry

C2 3

C2 3

D32

D2 3

LEGEND:


end at the bottom. Dimension of void 6'-7" L x 5'-4" H" x 5'-0" D

X = Void in the East Abutment masonry wall and backfill on south

1'-6" +

21'-

‡"

+

X

Scale: •" = 1'-0"

SECTION A-A

2'-

0"

min


3" typ.10-AB0501 @ 1'-0"

6'-

8"

+

+1'-11" 1'-0"

masonry wall)

replace in kind (on

Stones salvaged and

abutment

Stone masonry

wingwall

Stone masonry

9'-0"

E32

E3 2

5'-6"

AB0505

AB0506

AB0507

AB0502

AB0508

AB0514

B32

B2 3

5'-

6"

6'-

6‡

"

AB0509

AB0513

6 AB0510 @ 1'-0"

+10"

7 spa.

@ 1'-

0"

max.

Brid

ge 3_S2_

East

Abut

me

nt-1.d

gn


Checked: ..........

Designed: .........

Drawn: ..............

DATE: ...................................


$DATE$Date & Time:

Plotted by:$USER


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FEDERAL AID


STATE SHEET

NO.

VA.

STATE


+

+

+

9'-

0"

7'-0"


2'-

0"

min.

of

CA

ALC

SEPT 2021

NOVA PARKS


3

4

RDG


wingwall

masonry

Stone

wingwall

masonry

Stone

wingwall

masonry

Stone

B3SECTION 2

C3SECTION 2

D3SECTION 2

Scale: ƒ" = 1'-0"

AB0504

2'-

0"

min.

3" typ.

3"

3"

+8'-11"

+1'-11"

3"

+1'-11"

+6'-

8"

+6'-

8"

AB0514

AB0507

AB0508

AB0506

AB0505

AB0502

AB0512

AB0511

AB0508AB0509

AB0513

AB0511

AB0512

@ 1'-0" max.

8-AB0503 spa.

AB0515

AB0515 10 AB0504 @ 1'-0" max. = 8'-6"

8-

AB0503 spa.

@ 1'-

0"

max.

AB0501

wingwall

masonry

Stone

E3SECTION 2

3"

AB0514

AB0507

AB0508

AB0506

AB0505

AB0502

AB0512

AB0511

AB0508AB0509

AB0513

AB0511

AB0512

AB0510

+to 1'-11"

+Varies 10"

+to 2'-11"

+Varies 10"

+2'-11"

Brid

ge 3_S3_

East

Abut

me

nt-2.d

gn


Checked: ..........

Designed: .........

Drawn: ..............

DATE: ...................................


$DATE$Date & Time:

Plotted by:$USER


Pe

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FEDERAL AID


STATE SHEET

NO.

VA.

STATE


+1'-6" +

2'-

0"

min.

3" ty

p.

3" ty

p.

+6'-

8"

9'-11"2'-

0"

min.

3" ty

p.

+6'-

8"



2-05 1-05 6-02 1-00 6-02 5/8 9-11 103AB0501 10 5 3 3/4 22Breastwall

8-09 9 7/8 5-03 5-03 5/814-01 15AB0502 1 5 3 3/4 2Breastwall

VARY 8-05 TO 9-05 74AB0503 8 5 1WingwallAB0503 1 A 8-05 9-05 1 3/4

6-02 1-00 1-00 7-11 82AB0504 10 5 3 3/4 7Wingwall

8-09 11 3/8 5-03 5-03 7/814-01 15AB0505 1 5 3 3/4 2Breastwall

8-09 1-00 7/8 5-03 5-04 1/814-02 15AB0506 1 5 3 3/4 2Breastwall

8-09 1-02 3/8 5-03 5-04 1/214-02 15AB0507 1 5 3 3/4 2Breastwall

8-09 1-03 7/8 5-03 5-04 7/814-02 15AB0508 1 5 3 3/4 2Breastwall

8-09 1-05 3/8 5-03 5-05 1/414-03 15AB0509 1 5 3 3/4 2Breastwall

VARY VARY VARY 0 5/8 VARY 6-09 TO 9-09 51AB0510 6 5 3 3/4 22Breastwall

AB0510 1 A 5 1/4 2-03 3/4 4 1/2 D 4 5/8 1-04 3/8 2 3/8

P 6-02 6-02 1/4 0 Q 0 5/8 11 3/8 2 1/8

R 6-02 6-02 3/4 0 1/8

11-10 11-10 25AB0511 2 5 1Breastwall

14-0014-00 29AB0512 2 5 1Breastwall

8-09 1-06 7/8 5-03 5-05 5/814-03 15AB0513 1 5 3 3/4 2Breastwall

8-09 1-08 3/8 5-03 5-06 14-03 15AB0514 1 5 3 3/4 2Breastwall

VARY 8-05 TO 9-05 19AB0515 2 5 1Wingwall

AB0515 1 A 8-05 9-05 1-00


of

CA

ALC

SEPT 2021

NOVA PARKS


4

4

RDG



MARK NO.

SIZE

BAR LOCATION TYPE N

(LBS.)

WEIGHT

BENDING DIAGRAM


MARK

LEN.

EA.

NO.

SIO

N

DIM

EN-

SIO

N

DIM

EN-

FT-IN

PIN DIA.

FT-IN FT-IN

LENGTH

FT-IN

A

FT-IN

B

FT-IN

C

FT-IN

D

FT-IN

P

E

FT-IN

Q

F

FT-IN

R

G

FT-IN

H

FT-IN

S

I

FT-IN

T

J

FT-IN

U

K

FT-IN

L

FT-IN

V

FT-IN

FROM

FT-IN

TO

FT-IN

VARY BY

FT-IN

FROM

FT-IN

TO

FT-IN

VARY BY

Brid

ge 3_S4_

Reinf

Sche

dule.d

gn

3









NOTES:

Type 1

A

Type 2

Q

A

P

R

Type 7

B

C

D

Type 22

D

A

Q

P

R

Brid

ge 3_S4_

Reinf

Sche

dule.d

gn


Checked: ..........

Designed: .........

Drawn: ..............

DATE: ...................................


$DATE$Date & Time:

Plotted by:$USER


Pe

nTable:$

PE

NT

BLS$

$P

LT

DR

VS$

Plot

Driv

er :

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE



of

DWH

ALC

SEPT 2021

NOVA PARKS


1

6

RDG

1PLAN AND ELEVATION

LBCY CY

Steel

Reinforcing

Excav.

Struct.

Class A3

Concrete

Piles

Sheet

Reconstr.

Abutment

Masonry

Stone

SFSF

Total


Sheet No.

INDEX OF SHEETS

Description


FillFill

+North end 2'-7"

+South end 8'-7"

+North e

nd 15'-

0"

+So

uth e

nd 13'-

1"

grade

Finished48'-7" grade

Finished

2'-

0"

min.

1'-

3"

Conduit pipe

backwall

Face of

backwall

Back of

backwall

Back of

backwall

Face of

masonry wall

Face of

WEST ABUTMENTEAST ABUTMENT

PLANNOT TO SCALE

Timber deck Asphalt approachAsphalt approach

masonry wall

Face of

6'-

6"

+12'-8"

West Abutment

stream

Edge of

stream

Edge of

RU

N

span a

Face of rail

Face of rail

+10'-

8"

FO

UR

MIL

E

13

41

10

40

3

11

142

926

stream

Edge of 1'-

6"

1'-6"

pipe

Conduit

21'-

3„

"

stream

Edge of

1'-6"

2'-11"

1'-5"

2'-

0"

12'-

0ƒ

"

Reinforcing Schedule and Rebar Bending Diagrams



West Abutment Repair 2

West Abutment Repair 1


6

5

4

3

2

1

East Abutment 2830 8 7841326

435

1761

below top of concrete wall on each abutment.

Stream bed to be graded such that stream bed is 3'-0" 19.








Repoint the east and west stone masonry abutments.16.

finishing the placement with dry-packed concrete.

The top course may require pumping the concrete or possibly

placed behind the stones filling to the undisturbed soil surface.

Following placement of each course of stone, concrete should be 15.

mortar sets.


shall be set on a clean and well moistened mortar bed.

Each stone shall be cleaned and moistened before placement and 13.

abutment breastwalls.

Replace any missing stones discovered on east and west 12.



Replace and rebuild west abutment breastwall one course at a 11.

1'-3" below the top of masonry abutment wall.








stones available.



Remove stones with care for abutment reconstruction in order5.

Concrete abutments shall rest on firm material.4.


Mortar between masonry stones on reconstructed abutments3.

and are subject to fabrication and construction tolerances.

drawings are to center of bars except where otherwise noted

Grade 60. All reinforcing bar dimensions on the detailed

Deformed reinforcment bars shall conform to ASTM A615,2.


Notes:

Brid

ge 4_S1_Pla

n and

Ele

vatio

n.d

gn


Checked: ..........

Designed: .........

Drawn: ..............

DATE: ...................................


$DATE$Date & Time:

Plotted by:$USER


Pe

nTable:$

PE

NT

BLS$

$P

LT

DR

VS$

Plot

Driv

er :

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE


span a

48'-7"

9'-9" ++


of

CA

ALC

SEPT 2021

NOVA PARKS


2

6

RDG

2WEST ABUTMENT REPAIR 1

A

A

abutment

Stone masonry

masonry wall)

replace in kind (on

Stones salvaged and

replace in kind

Missing backfill

wingwall

Stone masonry

1'-5"

C2 3

C2 3

D32

B32

D2 3

B2 3

LEGEND:


end at the bottom. Dimension of void 2'-11" L x 5'-4" H x 5'-2" D

X = Void in the West Abutment masonry wall and backfill on north

X

Scale: •" = 1'-0"

SECTION A-A

_3" typ.

9'-9" ++

9'-

4"

+

24'-

4"

+

17'-

10"

+

1'-

6"

6'-

6"

7 - AB0501 spa.

@ 1'-0" = 6'-0"

WEST ABUTMENT REPAIR

1'-6" ++

1'-6"

Brid

ge 4_S2_

West

Abut

me

nt-1.d

gn


Checked: ..........

Designed: .........

Drawn: ..............

DATE: ...................................


$DATE$Date & Time:

Plotted by:$USER


Pe

nTable:$

PE

NT

BLS$

$P

LT

DR

VS$

Plot

Driv

er :

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE


+

+

+

3"

6'-6"10-

AB0502 spa.

@ 1'-

0"

max.


of

CA

ALC

SEPT 2021

NOVA PARKS


3

6

RDG

3WEST ABUTMENT REPAIR 2

Stone masonry wingwall

+

wingwall

masonry

Stone

wingwall

masonry

Stone

B3SECTION 2

C3SECTION 2

D3SECTION 2

Scale: ƒ" = 1'-0"

+

9'-

4"

+

3" ty

p.

3" ty

p.

3" ty

p.

AB0501

12'-8" +

1'-6" +11'-3" +

2'-

0"

2'-

0"

9'-

4"

++

min.

min.

1'-6" +

AB0504

AB0502

@ 1'-2" = 2'-4"

3 - AB0502 spa.

AB0503

10-

AB0503 spa.

@ 1'-

0"

max.

11-AB0504 spa. @ 1'-0" max.

AB0505

9'-

4"

AB0502AB0505

AB0505

Brid

ge 4_S3_

West

Abut

me

nt-2.d

gn


Checked: ..........

Designed: .........

Drawn: ..............

DATE: ...................................


$DATE$Date & Time:

Plotted by:$USER


Pe

nTable:$

PE

NT

BLS$

$P

LT

DR

VS$

Plot

Driv

er :

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE


+

+

+

+

2'-11"


of

CA

ALC

SEPT 2021

NOVA PARKS


4

6

RDG


LEGEND:

Scale: •" = 1'-0"

SECTION A-A


full length of wall

5' below ordinary water level,

Voided area under wall,

A

A

11'-

4"

Contractor to verify prior to commencing work.

See Sheet 5 for details of void in East Abutment masonry wall.

12'-

0ƒ

"

21'-

3„

"

backwall

Back of

backwall

Face of

masonry wall

Face of

1'-6"

stream

Edge of

2'-

0"

2'-

0"

15'-

9" 13'-

10"

B B

AB0509

spa.

@ 1'-

0"

max.

14-

AB0506

3" ty

p.

3 spa.

@ 1'-

0"

= 3'-

0"

AB05081'-5"

11'-4" 21'-3„"

1'-

3"

15'-

0"

+

Sto

ne

wall (N

orth e

nd)

+

1'-

3"

13'-

1"

+

Sto

ne

wall (S

outh e

nd)

+

3 spa.

@ 4•

" = 1'-

1•

"

AB0507

13-AB0510 spa. @ 1'-0" max. 22-AB0511 spa. @ 1'-0" max.

Brid

ge 4_S4_

East

Abut

me

nt-1.d

gn


Checked: ..........

Designed: .........

Drawn: ..............

DATE: ...................................


$DATE$Date & Time:

Plotted by:$USER


Pe

nTable:$

PE

NT

BLS$

$P

LT

DR

VS$

Plot

Driv

er :

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE



of

CA

ALC

SEPT 2021

NOVA PARKS


5

6

RDG


abutment

masonry

Stone

B5SECTION 4

Scale: ƒ" = 1'-0"

3" ty

p.

1'-6" +

2'-

0"

min.

13'-

10" to 15'-

9"

+1'-

3"

AB0510 or AB0511

AB0507

AB0506

AB0508

@ 1'-2" = 2'-4"

3 - AB0509 spa.

AB0506

Brid

ge 4_S5_

East

Abut

me

nt-2.d

gn


Checked: ..........

Designed: .........

Drawn: ..............

DATE: ...................................


$DATE$Date & Time:

Plotted by:$USER


Pe

nTable:$

PE

NT

BLS$

$P

LT

DR

VS$

Plot

Driv

er :

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE


+

2'-11"


West Abutment (CRR CLASS III)

2-05 1-00 8-10 1-05 8-11 12-02 89AB0501 7 5 3 3/4 22Breastwall

6-00 6-00 81AB0502 13 5 1Breastwall

VARY10-09 TO 12-02 120AB0503 10 5 1WingwallAB0503 1 A 10-09 12-02 1 7/8

8-10 1-00 1-0010-07 121AB0504 11 5 3 3/4 7Wingwall

VARY10-09 TO 12-02 24AB0505 2 5 1Wingwall AB0505 1 A 10-09 12-02 1-05



21-00 1/8 4-01 5/8 11-01 1/8 11-09 7/832-10 514AB0506 15 5 3 3/4 2Breastwall

21-00 1/4 4-01 5/8 11-01 3/8 11-10 1/832-11 34AB0507 1 5 3 3/4 2Breastwall

21-00 7/8 4-01 5/8 11-02 1/4 11-10 7/833-00 34AB0508 1 5 3 3/4 2Breastwall

21-01 3/4 4-01 5/8 11-01 7/8 11-10 5/833-01 103AB0509 3 5 3 3/4 2Breastwall

2-05 1-00 VARY 1-05 VARY17-10 TO 18-06 246AB0510 13 5 3 3/4 22Breastwall

AB0510 1 P 14-06 5/8 15-02 3/4 0 5/8 Q 1-05 1-07 1/8 0 1/8

R 14-07 1/4 15-03 1/2 0 3/4

2-05 1-00 VARY 1-05 VARY16-07 TO 17-10 394AB0511 22 5 3 3/4 22Breastwall

AB0511 1 P 13-03 5/8 14-06 1/4 0 3/4 Q 1-05 1-08 0 1/8

R 13-04 1/4 14-07 1/8 0 3/4


of

CA

ALC

SEPT 2021

NOVA PARKS


6

6

RDG



MARK NO.

SIZE

BAR LOCATION TYPE N

(LBS.)

WEIGHT

BENDING DIAGRAM


MARK

LEN.

EA.

NO.

SIO

N

DIM

EN-

SIO

N

DIM

EN-

FT-IN

PIN DIA.

FT-IN FT-IN

LENGTH

FT-IN

A

FT-IN

B

FT-IN

C

FT-IN

D

FT-IN

P

E

FT-IN

Q

F

FT-IN

R

G

FT-IN

H

FT-IN

S

I

FT-IN

T

J

FT-IN

U

K

FT-IN

L

FT-IN

V

FT-IN

FROM

FT-IN

TO

FT-IN

VARY BY

FT-IN

FROM

FT-IN

TO

FT-IN

VARY BY

3

Type 1

A

Type 2

Q

A

P

R

Type 7

B

C

D

Type 22

D

A

Q

P

R









NOTES:

Brid

ge 4_S6_

Reinf

Sche

dule.d

gn


Checked: ..........

Designed: .........

Drawn: ..............

DATE: ...................................


$DATE$Date & Time:

Plotted by:$USER


Pe

nTable:$

PE

NT

BLS$

$P

LT

DR

VS$

Plot

Driv

er :

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE



Documents

PLAN EAST ABUTMENT