abutment a abutment b department of … · scale: 1" = 20' abutment a abutment b pier 1...

Scale: 1" = 20'

ABUTMENT A ABUTMENT B

PIER 1 PIER 2protection, typ.

Existing slope

Finished grade

A

Finished grade

A

PLAN

L

2

1

L

o

I-64 EBL BLB

I-64 WBL BLB

PIER 3

Existing Min. vert. clr.

15'-0"

C Pier 3LC Pier 2

LC Pier 1

L

pavement

Edge of pavement

Edge of

July 2018

FOR CONSTRUCTION OF BRIDGE

THESE PLANS NOT TO BE USED

PRELIMINARY PLANS

1

MANAGER

VDOT PROJECT

CONSTRUCTION

APPROVAL FOR

RECOMMENDED FOR

ENGINEER

DISTRICT CONSTRUCTION

traffic are to be developed by the Offeror.

substructure elements and maintenance of

and size of superstructure members and

The bridge geometrics, span lengths, type

and a concept of the proposed structure.

These plans depict the approximate location

Note to Offerors:

10064-M06-02864

REVISIONS

For Table of Revisions,

see Sheet 2.

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

No. Description Date

COORDINATED:

SUPERVISED:

DESIGNED:

DRAWN:

CHECKED:

PLANS BY:

GENERAL NOTES:

DESIGN EXCEPTION(S):

Approved:

c

Recommended for Approval:

_ _ _ _ _ _ _ _ _ _Date:

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Date

Date

2018, Commonwealth of Virginia Sheet 1 of 2

7/13/2018

(Developer)

Chief Engineer

ROUTE

FEDERAL AID

PROJECT ROUTE PROJECT

STATE SHEET

NO.

and Scour Code:

FHWA Construction

VA.

STATE

UPC No.

Federal Structure No.

Federal Stewardship and Oversight Code:

PROPOSED BRIDGE WIDENING ON

I-64 OVER SETTLERS LANDING ROAD

NORFOLK, VA

171-15B

Reduced minimum vertical clearance from 16'-6" to 14-10".

Face of backwall

Abutment B

EBL sta. 359+17.25

Face of backwall

Abutment A

EBL sta. 356+66.39

C Settlers Landing EBL

C Settlers Landing WBL

49-50'-33", typ.

56'-6…''

Span a

69'-4‡''

Span b

55'-9•''

Span d

1'-

8"

1'-

8"

38'-

0"

28'-

1"

66'-

1"

To N Armistead Ave

To HRBT

Approach slab

Approach slab

EBL Dimensioned, WBL similar

Const. jt.

Const. jt.

16'-

8•''

End of bridge

End of slab

EB Sta. 359+18.83

WB Sta. 259+82.86

Beginning of bridge

End of slab

EB sta. 356+64.81

WB sta. 257+28.98

Exp. Exp. Exp. Exp. Exp. Exp.FixFix

Existing profile along

Constr. LB

Match existing grade

Elev. 27.40 Elev. 28.23 Elev. 28.62

Elev. 28.31

Elev. 27.56

EB 250'-10Š"

WB 250'-6†"

69'-3‚''

LDEVELOPED SECTION ALONG CONSTRUCTION B

6' SW 6' SW

Frank Fabian

M. Chris Vaught

Amanda D. Martin

James W. Long

Amanda D. Martin

Consultant

GENERAL NOTES:

verify.

* Dimensions obtained from survey files. Design-builder to

ance with Sec. 411.

The existing structure is designated a Type B structure in accord-

Plan No. is 171-15A.

Bridge No. of existing bridges are 2802 (EB) and 2802 (WB).

2011 and latest revisions.

Department of Transportation Work Area Protection Manual, August

This project is to be constructed in accordance with the Virginia

documents.

Specifications and Special Provisions included in the contract

These plans are incomplete unless accompanied by the Supplemental

Bridge Standards, 2016; including all current revisions.

Standards: Virginia Department of Transportation Road and

2014; and VDOT Modifications.

Design: AASHTO LRFD Bridge Design Specifications, 7th Edition,

Bridge Specifications, 2016.

Construction: Virginia Department of Transportation Road and

Specifications:

Capacity: HL-93 loading (widened portion only).

55'-0" - 69'-4" - 69'-4" - 55'-0" WB

Span layout: 55'-0" - 69'-4" - 69'-4" - 55'-0" EB

Width: 66'-1" face-to-face of curbs

X231-SN

FO 110577

TRANSVERSE SECTION

Scale: ‰" = 1'-0"

66'-1" 66'-1" 1'-8"1'-8"

Face of curb Face of curb Face of curb Face of curb

‰ " per foot‰ " per foot ‰ " per foot‰ " per foot

finished grade

Point of

finished grade

Point of

I-64 EBL Constr.LB

I-64 WBL Constr.LB

38'-0" 28'-1" 28'-1" 38'-0"

Existing girders

8 spa. @ 6'-4•" = 51'-0"

Existing girders

8 spa. @ 6'-4•" = 51'-0"

Widening Widening

F-shape typ.

1'-3•"

1'-3•"

*Dimensions obtained from survey files. Design-builder to verify.

FOR CONSTRUCTION


PRELIMINARY PLANS

I-64 OVER SETTLERS LANDING

TRANSVERSE SECTION

2

July 2018

MCV

MCV

ADM 171-15B

3'-0" 3'-0"

Date Plan No. Sheet No.Designed: ...........

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

Checked: ............2018, Commonwealth of Virginiac


STRUCTURE AND BRIDGE DIVISION



Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

7/13/2018

2 of 2

New girders typ.

64

Existing to be demolished

REVISIONS


see Sheet 2.




COORDINATED:

SUPERVISED:

DESIGNED:

DRAWN:

CHECKED:

PLANS BY:

GENERAL NOTES:


Approved:

c


_ _ _ _ _ _ _ _ _ _Date:

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Date

Date


7/12/2018

ROUTE

FEDERAL AID


STATE SHEET

NO.

and Scour Code:

FHWA Construction

VA.

STATE

UPC No.




PIER 1

DEVELOPED SECTION

FOR CONSTRUCTION


PRELIMINARY PLANS

64 0064-M06-028 1

CITY OF HAMPTON

S MALLORY ST OVER I-64

PROPOSED REPLACEMENT OF

LBLB

LB

Edge of pavement

Edge of pavement

5.0% -5.0%

Exp.Exp.

V.C. 400'

C.G. Elev. 38.19

Sta. 17+46.05

Fix.

vert. cl.

16'-6" min.Fill Fill

Span aSpan b

along I-64

Existing profile

Finished grade

Finished grade

192'-0"

Sta. 19+05.17

End of slab

End of bridge

Sta. 17+13.17

End of slab

Beginning of bridge

2

1 1

2

1'-

8"

1'-

8"

26'-

0"

26'-

0"

1'-

8"

Face of curb

Face of curb

Approach slab

Approach slab

To

Ric

hm

ond

To

Norfolk

To Mercury Blvd

To Franklin Blvd

Face of curb Face of curb

26'-0"

1'-8"

26'-0"

52'-0"

Const. BLB

1'-8"

1'-8"5'-0"

PLAN

TRANSVERSE SECTION

Abutment A

End of slab

Abutment B

End of slab

Elev. 33.05 Elev. 30.02Elev. 32.69

Span a

96'-0" 96'-0"

Span b

I-64 EBL BI-64 WBL B

9 0'10"o

52'-

0"

traffic conduitLC

Scale: ‚" = 1'

Scale: 1" = 20' except as noted

pedestrian fence

C Water line

8•" min.

vert. cl.

16'-6" min.

GENERAL NOTES:

ance with Sec. 411.


Plan No. is 256-95.

Bridge No. of existing bridge is 2800.




documents.









Specifications:

Capacity: HL-93 loading.

Span layout: 96'-96'

Overall width 58'-8" face-to-face of curbs.

Width: 5'-0" sidewalk, 52'-0" roadway.

6'-

0''







Note to Offerors:

MANAGER

VDOT PROJECT

CONSTRUCTION

APPROVAL FOR

RECOMMENDED FOR

ENGINEER


(Developer)

Chief Engineer

None.

1:5

7:4

5

PM

Mallory St. B

xxx-xx

finished grade

Point of

F-shape parapet, typ.

3Ž"

C GirderLC

8'-3•" 8'-3•" 8'-3•" 8'-3•"8'-3•" 8'-3•"7'-11‡''

Existing traffic conduit to remain

Existing pier to be demolished, typ.

Existing bridge to be demolished

‚"/ft ‚"/ft

Existing water line to remain

REVISIONS


see Sheet 2.




COORDINATED:

SUPERVISED:

DESIGNED:

DRAWN:

CHECKED:

PLANS BY:

GENERAL NOTES:


Approved:

c


_ _ _ _ _ _ _ _ _ _Date:

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Date

Date


7/13/2018

ROUTE

FEDERAL AID


STATE SHEET

NO.

and Scour Code:

FHWA Construction

VA.

STATE

UPC No.



Scale: 1" = 20'


PIER 1 PIER 2

L

Span a Span b Span c

EXP. FIX. FIX.EXP. EXP.

Approach slab

PLAN

Approach slabApproach slab

Approach slab

Abutment A

Face of backwall

Abutment B

Face of backwall

2.4% 1.0%

CITY OF NORFOLK

I-64 OVER 13TH VIEW ST

PROPOSED WIDENING ON

202-01A

64 1

5' S.W.

Elev. 25.89 Elev. 26.76

Elev. 21.42 Elev. 26.78

39'-„" 53'-6‰" 37'-11Œ"

FIX.

5' S.W.A

A

LB

16'-10" WB

16'-8" EB

Min. vert. clr.

Finished gradeFinished grade

along 13th View st

Existing profile

protection, typ.

Existing slope

Edge of pavement

C 13th View St


53'-9•" 38'-†"39'-Š"

2

1

V.C. 880'

C.G. Elev. 30.12

EBL Sta. 619+82.50

V.C. 840'

C.G. Elev. 29.95

WBL Sta. 728+79.50

134'-1ƒ" EB

1'-

8", ty

p.

Varie

s

30'-

0"

36'-

0"

Varie

s

66'-

0"

38'-

0"

28'-

0"

66'-

0"

Varie

s

Varie

s1'-

8", ty

p.

1 -21'-42", typ.

3 -28'-24", typ.o

o

MANAGER

VDOT PROJECT

CONSTRUCTION

APPROVAL FOR

RECOMMENDED FOR

ENGINEER


FOR CONSTRUCTION


PRELIMINARY PLANS







Note to Offerors:

Developer

Chief Engineer

WB Sta. 728+16.16

EB Sta. 619+22.79

End of slab

Beginning of bridge

WB Sta. 729+50.19

EB Sta. 620+56.93

End of slab

End of bridge

134'-0…" WB

Potential Soundwall

Potential Soundwall

I-64 EBL B

I-64 WBL BLB

Const. Jt.

Const. Jt.

Const. Jt.

Const. Jt.

DEVELOPED SECTION ALONG CONSTRUCTION BLB

GENERAL NOTES:

*Existing dimensions obtained from survey files. Design-builder to verify.

ance with Sec. 411.


Plan No. is 202-01.





documents.









Specifications:


39'-Š" - 53'-9•" - 38'-†" WB

Span layout: 39'-„" - 53'-6‰" - 37'-11•" EB

Width: 66'-00" face-to-face of curbs.

Frank Fabian

Amanda D. Martin

James W. Long

Amanda D. Martin

Consultant

James W. LongJuly 2018

X231-SN

0064-M06-028

FO 110577

525

S

S

I-64 WB BL

‰ "/ft


Soundwall

2'-0"

Scale: ‰" = 1'-0"

LOOKING UPSTATION

TRANSVERSE SECTION

66'-0"

‰ "/ft

Soundwall

Existing - to be demolished

66'-0"

28'-0" 38'-0"

1'-8"

Varies 23'-5†" to 27'-1ˆ"

1'-8"

4 eq. spa.

Existing girders (to remain)

I-64 EB BL

0064-M06-02864 #

202-01A


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






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

7/13/2018

BVaries 20'-6•" to 24'-8ˆ"

1'-8"

2'-3"5 eq. spa.


2'-3"

A

1'-8"

2'-0"

36'-0" 30'-0"

Face of curbFace of curb

* Dimensions obtained from survey files. Design-builder to verify.

ADM

ADMJuly 2018 2 of 2

SECTION

TRANSVERSE


JWL

B - widening varies from 12'-10‚" to 16'-7•"*

A - widening varies from 7'-10" to 11'-8†"*

Widening Widening

2 eq. spa.2 eq. spa. 3 eq. spa.

3 eq. spa.

FOR CONSTRUCTION


PRELIMINARY PLANS

BPB-4, typ.

Point of finished grade Point of finished grade

REVISIONS


see Sheet 2.




COORDINATED:

SUPERVISED:

DESIGNED:

DRAWN:

CHECKED:

PLANS BY:

GENERAL NOTES:


Approved:

c


_ _ _ _ _ _ _ _ _ _Date:

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Date

Date


7/13/2018

ROUTE

FEDERAL AID


STATE SHEET

NO.

and Scour Code:

FHWA Construction

VA.

STATE

UPC No.



Scale: 1" = 20'

Approach slab

64 0064-M06-028 1

grade

Finished

LBEB Constr.

along Rte. 64

Existing profile

PLAN

PIER 1

DEVELOPED SECTION ALONG BLB

PIER 2 PIER 3 PIER 4

ABUTMENT A

Match

Lin

e

A

202-02A

I-64 WBL B

I-64 EBL B

LB

LB

Approach slab

WB Sta. 732+29.89

EB Sta. 623+37.30

Back of backwall

Beginning of bridge4993'-0" EB

4990'-5" WB

Elev. 25.57

66'-

0"

30'-

0"

36'-

0"

To Hampton

Elev. 25.79 Elev. 25.24 Elev. 24.67 Elev. 24.10

Elev. 25.43Elev. 25.66 Elev. 24.86 Elev. 24.31 Elev. 23.77

Match

Lin

e

A

1'-

8"

1'-

8"

1'-

6"

Abutment A

Face of backwall


66'-

0"

1'-

8"

38'-

0"

28'-

0"

2'-

0"

radial radial radial radial

Span a

62'-9"

Span b Span c Span d

62'-9" 62'-9" 62'-9"

Span e

62'-9"

typ.90o

29'-

6•

"

1'-

6"

Const. Jt.

Const. Jt.

Const. Jt.

Developer

Chief Engineer

MANAGER

VDOT PROJECT

CONSTRUCTION

APPROVAL FOR

RECOMMENDED FOR

ENGINEER








Note to Offerors:

FOR CONSTRUCTION


PRELIMINARY PLANS

Frank Fabian

Amanda D. Martin

James W. Long

Amanda D. Martin

Consultant

X231-SN

110577FO

James W. Long

To 4th View St

Potential Soundwall

Potential Soundwall

GENERAL NOTES:

verify.


Plan No. is 202-02.





documents.









Specifications:


Span layout: Varies

on right of traffic EB, and 29'-6•" on left of traffic WB).

Width: 66'-00" face-to-face of curbs (includes widening of 31'-Œ"

None.

I-64 OVER WILLOUGHBY BAY


S

Exp. Exp. Exp. Exp. Exp.Fix Fix FixExp.

Scale: 1" = 20'

2

2 of 12ADM

ADM

Match

Lin

e

A

Match

Lin

e

B

typ.90o

Elev. 23.25

Elev. 22.89

1'-

8"

38'-

0"

28'-

0"

2'-

0"

66'-

0"

1'-

6"

I-64 EBL BLB

I-64 WBL BLB

30'-

0"

36'-

0"

1'-

8"

1'-

8"

1'-

6"

66'-

0"

PIER 5 PIER 6 PIER 7 PIER 8 PIER 9 PIER 10 PIER 11 PIER 12

Match

Lin

e

A

Match

Lin

e

B

Elev. 23.61 Elev. 22.83 Elev. 22.50 Elev. 22.24 Elev. 22.00 Elev. 21.80 Elev. 21.69

Elev. 21.26Elev. 21.38Elev. 21.61Elev. 21.89Elev. 22.16Elev. 22.49Elev. 23.30

EB Constr.

along Rte. 64

Existing profile

DEVELOPED SECTION ALONG B

PLAN

Span f

62'-9"

Span g

62'-9"

Span h

62'-9"

Span i

62'-9"

Span j

62'-9"

Span k

62'-9"

Span l

62'-9"

Span e

62'-9"

To Hampton


4993'-0" EB

4990'-5" WB

LB

LB

Const. Jt.

Const. Jt.

Const. Jt.

202-02AJuly 2018

64

FOR CONSTRUCTION


PRELIMINARY PLANS

0064-M06-028


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






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

7/13/2018

verify.


To 4th View St

Potential Soundwall

Potential Soundwall

AND DEVELOPED SECTION 2

WIDENING GENERAL PLAN


Fix Exp. Fix Exp. Fix Exp. Fix Exp. Fix Exp.Exp. Exp. Exp.Exp. Exp.Exp.

Scale: 1" = 20'

3

3 of 12ADM

ADM

Match

Lin

e

B

Match

Lin

e

C

typ.90o

66'-

0"

1'-

6"

I-64 EBL BLB

I-64 WBL BLB

30'-

0"

36'-

0"

1'-

8"

1'-

8"

1'-

6"

66'-

0"

Match

Lin

e

B

Match

Lin

e

C

Elev. 21.53

Elev. 21.19

EB Constr.

along Rte. 64

Existing profile


PLAN

To Hampton


4993'-0" EB

4990'-5" WB

PIER 13

1'-

8"

38'-

0"

28'-

0"

2'-

0"



PIER 14 PIER 15 PIER 16 PIER 17 PIER 18 PIER 19 PIER 20

Span m

62'-9"

Span n

62'-9"

Span o

62'-9"

Span p

62'-9"

Span q

62'-9"

Span r

62'-9"

Span s

62'-9"

Span t

62'-9"

LB

LB

Const. Jt.

Const. Jt.

Const. Jt.

JWL July 2018 202-02A




0064-M06-028

To 4th View St

Potential Soundwall

Potential Soundwall

on EB bridge

End of potential soundwall

verify.



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






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

7/13/2018

64

PRELIMINARY PLANS



6464

JRB

PHJ

Fix Exp. Fix Exp. Fix Exp. Fix Exp. Fix Exp. Fix Exp.Exp. Exp.Exp.Exp.

Scale: 1" = 20'

4

4 of 12ADM

ADM

Match

Lin

e

C

Match

Lin

e

D

typ.90o

66'-

0"

I-64 EBL BLB

I-64 WBL BLB

30'-

0"

36'-

0"

1'-

8"

1'-

8"

1'-

6"

66'-

0"

Match

Lin

e

C

Match

Lin

e

D

Elev. 21.43

Elev. 21.77

EB Constr.

along Rte. 64

Existing profile


PLAN

To Hampton


4993'-0" EB

4990'-5" WB

1'-

8"

38'-

0"

28'-

0"

2'-

0"

Elev. 21.77

PIER 24

Elev. 21.38 Elev. 21.39 Elev. 21.48 Elev. 21.41 Elev. 21.42 Elev. 21.46Elev. 21.45

Elev. 21.74 Elev. 21.77 Elev. 21.80 Elev. 21.77Elev. 21.80

Elev. 21.77


Span v

62'-9"

Span w

62'-9"

Span x

62'-9"

Span y

62'-9"

Span z

62'-9" 62'-9" 62'-9"

Span aa Span bbSpan u

62'-9"

Const. Jt.

Const. Jt.

Const. Jt.

LB

LB

0064-M06-028

JWL 202-02A




To 4th View St

Potential Soundwall

verify.



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






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

7/13/2018

64

PRELIMINARY PLANS



6464

July 2018JRB

PHJ

Exp.FixExp.Fix Exp.Exp.FixExp.Exp.FixExp.FixExp. Exp.Exp.Exp.

Scale: 1" = 20'

5

5 of 12ADM

ADM

Match

Lin

e

D

Match

Lin

e

E

typ.90o

66'-

0"

I-64 EBL BLB

I-64 WBL BLB

30'-

0"

36'-

0"

1'-

8"

1'-

8"

1'-

6"

66'-

0"

Match

Lin

e

D

Match

Lin

e

E

Elev. 21.47

Elev. 21.76

EB Constr.

along Rte. 64

Existing profile


PLAN

To Hampton


4993'-0" EB

4990'-5" WB

1'-

8"

38'-

0"

28'-

0"

2'-

0"

PIER 32PIER 29 PIER 30 PIER 31 PIER 33 PIER 34 PIER 35 PIER 36



62'-9" 62'-9" 62'-9"62'-9" 62'-9"

62'-9"62'-9"62'-9"Span jj

Span cc Span dd Span ee Span ff Span gg Span hh Span ii

Const. Jt.

Const. Jt.

Const. Jt.

LB




202-02AJWL

0064-M06-028

Potential Soundwall

To 4th View St

verify.



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






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

7/13/2018

64

PRELIMINARY PLANS



6464

July 2018JRB

PHJ

Exp.Fix Exp. Exp.Fix Exp.Fix Exp. Exp.Fix Exp.Fix Exp.Exp. Exp. Exp.

Scale: 1" = 20'

6

6 of 12ADM

ADM

Match

Lin

e

E

Match

Lin

e

F

typ.90o

66'-

0"

I-64 EBL BLB

I-64 WBL BLB

30'-

0"

36'-

0"

1'-

8"

1'-

8"

1'-

6"

66'-

0"

Match

Lin

e

E

Match

Lin

e

F

Elev. 21.39

Elev. 21.06

EB Constr.

along Rte. 64

Existing profile


PLAN

To Hampton


4993'-0" EB

4990'-5" WB

1'-

8"

38'-

0"

28'-

0"

2'-

0"




62'-9"

Span kk

62'-9"

Span ll

62'-9"

Span mm

62'-9"

Span nn

62'-9"

Span oo

62'-9"

Span pp

62'-9"

Span qq

62'-9"

Span rr

Const. Jt.

Const. Jt.

Const. Jt.

LB

LB

verify.


Potential Soundwall

To 4th View St

0064-M06-028




202-02AJWL


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






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

7/13/2018

64

PRELIMINARY PLANS



6464

July 2018JRB

PHJ

Fix Exp. Exp.FixExp.Exp.FixExp.FixExp.Exp.FixExp.Fix Exp.Exp.

Scale: 1" = 20'

7

7 of 12ADM

ADM

Match

Lin

e

F

Match

Lin

e

G

typ.90o

66'-

0"

I-64 EBL BLB

I-64 WBL BLB

30'-

0"

36'-

0"

1'-

8"

1'-

8"

1'-

6"

66'-

0"

Match

Lin

e

F

Match

Lin

e

G

Elev. 21.45

Elev. 21.06

EB Constr.

along Rte. 64

Existing profile


PLAN

To Hampton


4993'-0" EB

4990'-5" WB

1'-

8"

38'-

0"

28'-

0"

2'-

0"



Elev. 21.05 Elev. 21.18 Elev. 21.48 Elev. 21.87 Elev. 23.08Elev. 22.39 Elev. 23.84

62'-9"

Span ss

62'-9"

Span tt

62'-9"

Span uu

62'-9"

Span vv

62'-9"

Span ww

62'-9"

Span xx

62'-9"

Span yy

62'-9"

Span zz

Const. Jt.

Const. Jt.

Const. Jt.

LB

0064-M06-028

202-02A




JWL

To 4th View St

Potential Soundwall

verify.



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






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

7/13/2018

64

PRELIMINARY PLANS



6464

July 2018JRB

PHJ

Exp.FixExp.Exp.FixExp.FixExp.Exp.FixExp.FixExp.Exp.

Exp.Exp.

Scale: 1" = 20'

8

8 of 12ADM

ADM

Match

Lin

e

G

Match

Lin

e

H

typ.90o

66'-

0"

I-64 EBL BLB

I-64 WBL BLB

30'-

0"

36'-

0"

1'-

8"

1'-

8"

1'-

6"

66'-

0"

Match

Lin

e

G

Match

Lin

e

H

Elev. 25.12

Elev. 24.78

EB Constr.

along Rte. 64

Existing profile


PLAN

To Hampton


4993'-0" EB

4990'-5" WB

1'-

8"

38'-

0"

28'-

0"

2'-

0"




62'-9"

Span aaa

62'-9"

Span bbb

62'-9"

Span ccc

62'-9"

Span ddd

62'-9"

Span eee

62'-9"

Span fff

62'-9"

Span ggg

62'-9"

Span hhh

Const. Jt.

Const. Jt.

Const. Jt.

LB

LB

JWL 202-02A




0064-M06-028

To 4th View St

Potential Soundwall

verify.



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






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

7/13/2018

64

PRELIMINARY PLANS



6464

July 2018JRB

PHJ

Exp.FixExp.Exp. FixExp.Exp.FixExp.FixExp.Exp.Fix Exp.

Exp.Exp.

Scale: 1" = 20'

9

9 of 12ADM

ADM

Match

Lin

e

H

Match

Lin

e I

typ.90o

66'-

0"

I-64 EBL BLB

I-64 WBL BLB

30'-

0"

36'-

0"

1'-

8"

1'-

8"

1'-

6"

66'-

0"

Match

Lin

e

H

Match

Lin

e I

Elev. 32.13

Elev. 31.76

EB Constr.

along Rte. 64

Existing profile


PLAN

To Hampton


4993'-0" EB

4990'-5" WB

1'-

8"

38'-

0"

28'-

0"

2'-

0"

PIER 61 PIER 62

62'-9"

Span iii

PIER 63 PIER 64 PIER 65 PIER 66 PIER 67



47'-4"

Span jjj Span kkk Span lll Span mmm Span nnn Span ooo Span ppp Span qqq

38'-11" 77'-2" 61'-6" 62'-9" 62'-9" 62'-9" 62'-9"

62'-9"

Span iii

48'-0" 52'-3" 47'-5" 62'-9" 62'-9" 62'-9" 62'-9"77'-3"

o 30

o 30

Span jjj Span kkk Span lll Span mmm Span nnn Span ooo Span ppp Span qqq

Const. Jt.

Const. Jt.

Const. Jt.

LB

LB

verify.


202-02AJWL




0064-M06-028

Potential Soundwall

To 4th View St

(EB only)

PIER 63A


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






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

7/13/2018

64

PRELIMINARY PLANS



6464

July 2018JRB

PHJ

Exp.Exp.FixExp.FixExp.Exp.FixExp.Exp. Exp.Exp.

Exp. FixExp. Exp.

Scale: 1" = 20'

10

10 of 12ADM

ADM

Match

Lin

e I

Match

Lin

e J

typ.90o

66'-

0"

I-64 EBL BLB

I-64 WBL BLB

30'-

0"

36'-

0"

1'-

8"

1'-

8"

1'-

6"

66'-

0"

Match

Lin

e I

Match

Lin

e J

Elev. 29.63

EB Constr.

along Rte. 64

Existing profile


PLAN

To Hampton


4993'-0" EB

4990'-5" WB

1'-

8"

38'-

0"

28'-

0"

2'-

0"

PIER 68

Elev. 21.64



Span qqq

62'-9"

Span rrr

62'-9"

Span sss

62'-9"

Span ttt

62'-9"

Span uuu

62'-9"

Span vvv

62'-9"

Span www

62'-9"

Span xxx

62'-9"

Span yyy

62'-9"


Const. Jt.

Const. Jt.

Const. Jt.

LB

LB

0064-M06-028

202-02AJWL




verify.


Potential Soundwall

To 4th View St


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






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

7/13/2018

64

PRELIMINARY PLANS



6464

July 2018JRB

PHJ

Exp.FixExp.FixExp.Exp.FixExp.FixExp.Exp.FixExp.Fix

Exp.Exp.

Scale: 1" = 20'

11

11 of 12ADM

ADM

Match

Lin

e J

typ.90o

66'-

0"

I-64 EBL BLB

I-64 WBL BLB

30'-

0"

36'-

0"

1'-

8"

1'-

8"

1'-

6"

66'-

0"

Match

Lin

e J

Elev. 19.99

EB Constr.

along Rte. 64

Existing profile


PLAN

To Hampton


4993'-0" EB

4990'-5" WB

1'-

8"

38'-

0"

28'-

0"

2'-

0"

PIER 76

Elev. 20.55 Elev. 19.48 Elev. 18.59Elev. 17.83

PIER 77 PIER 78

Span yyy

62'-9"

Span zzz

62'-9" 62'-9"62'-9"

Span aaaaSpan bbbb

Approach slab

Approach slab

Const. Jt.

Const. Jt.

Const. Jt.

LB

grade

Finished

WB Sta. 782+19.09

EB Sta. 673+30.31

Back of backwall

Beginning of bridge

LB

Elev. 18.62 Elev. 17.31

Elev. 16.12

Abutment B

Face of backwall

Potential Soundwall

verify.





202-02AJWL

0064-M06-028

To 4th View St


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






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

7/13/2018

64

PRELIMINARY PLANS



6464

July 2018JRB

PHJ

Exp.Exp.Exp. Exp.Fix Fix Exp.

ADM

ADM

202-02A


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






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

7/13/2018

I-64 WB BL

Varies

I-64 EB BL



4 eq. spa.


LOOKING UPSTATION

TRANSVERSE SECTION

Varies


1'-8'' 2'-0'' 1'-8''

66'-0'' 66'-0''

5 eq. spa.


Varies

38'-0"28'-0"30'-0"36'-0"

1'-10•"

Scale: ‰" = 1'

2'-†''

soundwall

Potential

1'-8''

July 2018

64 12

12 of 12

0064-M06-028

verify.


JWL

TRANSVERSE SECTION


Widening Widening

3'-10•''

through span r

soundwall

Potential

Varies

Widening

Replace girder

4 eq. spa. 4 eq. spa.

New girders, typ.

F-shape typ.

REVISIONS


see Sheet 2.




COORDINATED:

SUPERVISED:

DESIGNED:

DRAWN:

CHECKED:

PLANS BY:

GENERAL NOTES:


Approved:

c


_ _ _ _ _ _ _ _ _ _Date:

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Date

Date


7/13/2018

ROUTE

FEDERAL AID


STATE SHEET

NO.

and Scour Code:

FHWA Construction

VA.

STATE

UPC No.



I-64 EBL B

Scale: 1" = 20'


PIER 1 PIER 2

I-64 WBL B

along 13th View st

Existing profile

protection, typ.

Existing slope

Finished grade

LB

3.0% 2.6%

A

Finished grade

A

19'-0" WB

16'-6" EB

Min. vert. clr.

202-03A

5' SW

5' SW

LB

Span a

48'-8„" 89'-9†" 45'-3Š"

Span b Span c

Span a

44'-1•"

Span a

89'-1‡"

Span a

40'-10†"

Elev. 31.76 Elev. 32.05

177'-4" EB

186'-11" WB

Elev. 34.62 Elev. 34.94

Proposed CJ

Proposed CJ

Proposed CJ

Proposed CJ

CITY OF NORFOLK



0064-M06-02864

PLAN

DEVELOPED SECTION

L

Edge of pavement

C 4th View St EB

Edge of pavement

Abutment A

Face of backwall

Abutment B

Face of backwall

Abutment A

Face of backwall

Abutment B

Face of backwall

2

1

LC 4th View St WB

V.C. 1430'

C.G. Elev. 41.94

EBL Sta. 725+59.00

V.C. 1440'

C.G. Elev. 44.91

WBL Sta. 826+24.03

38'-

0"

38'-

0"

o

Radial

4 -53'-48"

1'-

8", ty

p.

1'-

8", ty

p.

Radial

3 -41'-36" o

o1 -19'-5" Radial

0 -37'-2"o

3 -53'-45"o

6 -36'-25" o

Radial

5 -4'-32"o

Radial

7 -16'-32" o

Radial

Radial

Radial

Varie

s

Varie

sVarie

s

Varie

s

1

MANAGER

VDOT PROJECT

CONSTRUCTION

APPROVAL FOR

RECOMMENDED FOR

ENGINEER








Note to Offerors:

FOR CONSTRUCTION


PRELIMINARY PLANS

Developer

Chief Engineer

27'-

7"

65'-

7"

To Hampton

To I-564

27'-

7"

65'-

7"

None.

WB Sta. 827+30.20

EB Sta. 726+62.69

End of slab

End of bridge

WB Sta. 825+43.28

EB Sta. 724+85.36

End of slab

Beginning of bridge

X231-SN

110577FO

GENERAL NOTES:

verify.


ance with Sec. 411.


Plan No. is 202-03.





documents.









Specifications:


48'-8„" - 89'-9†" - 45'-3Š" WB

Span layout: 44'-1•" - 89'-1‡" - 40'-10†" EB

of traffic).

to 15'-2…"* on left of traffic and 9'-6‰" to 10'-3Š"* on right

Width: 65'-07" face-to-face of curbs (Includes widening of 14'-4„"

Frank Fabian

M. Chris Vaught

Amanda D. Martin

James W. Long

Amanda D. Martin

Consultant

38'-0"

LB LB

202-03AScale: ‰" = 1'-0"

64 0064-M06-028

LOOKING UPSTATION

TRANSVERSE SECTION

New girders

3 eq. spa. 5 eq. spa. 2 eq. spa.

New girdersExisting girders (to remain)

5 eq. spa.



ADM

ADM

1'-8"


1'-8"

O.H. Varies O.H. Varies

Face of curb

Face of curb 1'-8"

1'-8"

65'-7"

27'-7"38'-0" 27'-7"

A

B


16'-1Š" to 17'-6•" 17'-0" to 18'-6„"

65'-7"

I-64 WB B I-64 EB B

SECTION

TRANSVERSE

4TH VIEW ST

2 of 2

2

July 2018JWL

New girders

New girders

2 eq. spa. 3 eq. spa.

New girders

†"/ft

†"/ft

finished grade

Point of

finished grade

Point of


B - Widening varies from 12'-1„" to 13'-8•"*

A - Widening varies from 13'-1†" to 13'-8"*

FOR CONSTRUCTION


PRELIMINARY PLANS

Widening Widening


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






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

7/13/2018

REVISIONS


see Sheet 2.




COORDINATED:

SUPERVISED:

DESIGNED:

DRAWN:

CHECKED:

PLANS BY:

GENERAL NOTES:


Approved:

c


_ _ _ _ _ _ _ _ _ _Date:

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Date

Date


7/12/2018

ROUTE

FEDERAL AID


STATE SHEET

NO.

and Scour Code:

FHWA Construction

VA.

STATE

UPC No.



Scale: 1" = 25'

204-11A

0064-M06-02864

CITY OF NORFOLK

I-64 OVER MASON CREEK RD


Elev. 31.81

Elev. 32.60

Elev. 32.39

Elev. 31.18

To

Ora

nge

Ave

To Rid

ge

well

Ave

179'-0"


PIER 2PIER 1

A

A

16'-6" WB

16'-5" EB

Min. vert. clr.

Finished grade Finished grade

To Hampton

To I-564

Mason Creek Rd


DEVELOPED SECTION

Abutment A

Face of backwall

Abutment B

Face of backwall


47'-0" 47'-0"85'-0"

I-64 WBL B

I-64 EBL B

Proposed soundwall

to be removed

Existing soundwall

o

Elev. 32.50Elev. 32.08

Elev. 31.59 Elev. 32.17

27'-

7"

1'-

8"

1'-

8"

1'-

8"

1'-

8"

Proposed soundwall

38'-

0"

27'-

7"

LB

LB

C Mason Creek RdLC

45 53'01", typ.

45 53'01", typ.o

38'-

0"

Approach slab


Approach slab

PLAN

65'-

7"

65'-

7"

MANAGER

VDOT PROJECT

CONSTRUCTION

APPROVAL FOR

RECOMMENDED FOR

ENGINEER








Note to Offerors:

FOR CONSTRUCTION


PRELIMINARY PLANS

Developer

Chief Engineer

1

WB Sta. 853+70.57

EB Sta. 753+40.96

end of slab

Beginning of bridge

WB Sta. 855+52.51

EB Sta. 755+22.54

End of slab

End of bridge

5' SW 5' SW

Frank Fabian

M. Chris Vaught

Amanda D. Martin

James W. Long

RK&K

Amanda D. Martin

110577FO

X231-SN

GENERAL NOTES:

verify.


ance with Sec. 411.


Plan No. is 204-11.





documents.









Specifications:


Span layout: 47'-0" - 85'-0" - 47'-0"


Exp.Fix Fix FixExp. Exp.

ADM

ADM

204-11A


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






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

7/12/2018

1'-8''

38'-0" 27'-7''

65'-7"

Face of curb

I-64 WB BL

‰ "/ft ‰ "/ft

1'-8''

Face of curb

I-64 EB BL

Face of curb

1'-8''

27'-7'' 38'-0''

65'-7''

Face of curb

1'-8''

MASON CREEK RD

SECTION

TRANSVERSE


6 eq. spa.


6 eq. spa.


2 eq. spa.

New girders

3 eq. spa.

New girders

2 eq. spa.

New girders

3 eq. spa.

New girders

1'-2Š''1'-3ˆ''

1'-8Ž''

LOOKING UPSTATION

TRANSVERSE SECTION

Proposed widening Proposed wideningProposed widening

13'-3ˆ"

Proposed widening

1'-7•''

14'-8Ž"16'-8Š"18'-1•"

SoundwallSoundwall

MCV

0064-M06-028 2

2 of 2July 2018

REVISIONS


see Sheet 2.




COORDINATED:

SUPERVISED:

DESIGNED:

DRAWN:

CHECKED:

PLANS BY:

GENERAL NOTES:


Approved:

c


_ _ _ _ _ _ _ _ _ _Date:

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Date

Date


7/13/2018

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

UPC No.



Scale: 1" = 20'

1st View Street

LB

+- +-

+-

Elev. 30.65

Elev. 30.61

L

+-+-

+-

ABUTMENT A

PIER 1 PIER 2

ABUTMENT B

Elev. 30.74

L

Typ.

39'34"44"

+-+-

Elev. 30.64

Chief Engineer

Developer

MANAGER

VDOT PROJECT

CONSTRUCTION

APPROVAL FOR

RECOMMENDED FOR

ENGINEER








Note to Offerors:

FOR CONSTRUCTION


PRELIMINARY PLANS

PLAN

CITY OF NORFOLK

I-64 OVER 1st VIEW ST


204-12A

64 0064-M06-028 1

Abutment AFace of backwall

Span a Abutment BFace of backwall

Span b

45'-0"

Span c

79'-0"

Abutment AFace of backwall

Span a

47'-0"

Span cAbutment BFace of backwall47'-0"

Approach slab

Approach slab

C 1st View St

79'-0"

Span b

45'-0"

16'-

9"

Min.

V.C.

W.B.L.

C 1st View St

173'-2" WB

177'-2" EBWB Sta. 866+52.60EB Sta. 766+12.79End of slabEnd of bridge

WB Sta. 864+79.44

EB Sta. 764+35.63

End of slab

Beginning of bridge

DEVELOPED SECTION ALONG CONSTR. B (E.B.L.)L

Edge of pavement

along 1st StExisting profile

Approach slab

Approach slab

LB

I-64 WBL CONSTR.

I-64 EBL CONSTR.

slope protectionExisting concrete

M. CHRIS VAUGHT

MARK PATRO

PHILLIP H. JONES

JAMES W. LONG

FRANK FABIAN

CONSULTANT

and Scour Code: X231-SN

FHWA Construction

GENERAL NOTES:

Existing dimensions obtained from survey files. Design-builder to verify.

ance with Sec. 411.


Plan No. is 204-12.





documents.









Specifications:

Capacity: HL-93 for widened portion of bridge.

45'-0" - 79'-0" - 45'-0" WB

Span layout: 47'-0" - 79'-0" - 47'-0" EB

on left of traffic and 12'-7" on right of traffic).

Width: 66'-00" face-to-face of curbs (Includes widening of 17'-5"

None

36'-

0"

66'-

0"

28'-

0"

66'-

0"

38'-

0"

28'-

0"

1st View Street


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






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

7/13/2018

PHJ

JRB

TRANSVERSE SECTION

2 of 2

264 0064-M06-028, BXXX

1'-8"

‰ "/ft

6 eq. spa


3 eq. spa.

New girders

1'-8"2 eq. spa.

New girders

1'-8"

Proposed widening

17'-5"

Face of curb


LOOKING UPSTATION

TRANSVERSE SECTION

Scale: ‰" = 1'-0"

I-64 WB BL

1'-8"

‰ "/ft

6 eq. spa


3 eq. spa.

New girders

1'-8"2 eq. spa.

New girders

1'-8"

Proposed widening

17'-5"

Face of curb

I-64 EB BL

3"

July 2018 204-12A

66'-0"

38'-0" 28'-0"

66'-0"

28'-0" 38'-0"

1'-3"

1'-3"

3"

Prosed widening

12'-7"

Prosed widening

12'-7"

MCV

finished grade

Point of Face of curb

finished grade

Point of Face of curb

164

X231-SN

Scale: 1" = 20' unless otherwise noted

PLAN

DEVELOPED SECTION ALONG CONSTR. BL

Span aSpan b Span c Span d Span e

Span fSpan g

Elev. 28.62Elev. 28.60

Elev. 28.95

Elev. 29.52 Elev. 30.25Elev. 30.83

Elev. 31.31

1756'-8"

Finished grade

ABUTMENT A

PIER 1 PIER 2 PIER 3 PIER 4 PIER 5 PIER 6

Pier 1LC

Pier 2LCPier 3LC Pier 4LC

Pier 5LCPier 6LC

Approach slab

62'-6‡"62'-2…" 61'-3•"

Along Constr.LB

63'-1…" 62'-0…"62'-3ƒ"

62'-5„"

along Constr.

Existing profile

LB

Fix Exp. Fix Fix Fix Fix Fix FixExp. Exp. Exp. Exp. Exp.


To 4th View St

90 typ.o

65'-

7"

38'-

0"

27'-

7"

1'-

8"

1'-

8"

Varie

s

Varie

s

TRANSVERSE SECTIONScale: „" = 1'-0"

65'-7" 65'-7"

38'-0"27'-7"27'-7"38'-0"

I-64 WBL Constr.

Constr.

I-64 EBL

LB

Constr.

I-64 WBL

LB

LB I-64 EBL Constr. LB

1'-8" 1'-8"

1'-8"

1'-8"

Varies Varies

Face of curb Face of curbFace of curb Face of curbfinished grade

Point of finished grade

Point of

Existing girders

5 spa. @ 7'-5•" = 37'-3•"

Existing girders

5 spa. @ 7'-5•" = 37'-3•"

typ.

New girders

EB Sta. 770+54.69

Abutment A

Face of backwall

To Granby St

Co

nstr. jt.

Co

nstr. jt.

Elev. 28.62

Elev. 28.60Elev. 28.95 Elev. 29.52 Elev. 30.25

Elev. 30.83

Elev. 31.31

Matchline

EB

Sta.

774

+50

Matchline

EB

Sta.

774

+50

65'-

7"

27'-

7"

38'-

0"

204-13A

soundwall typ.

Potential

Widening WideningWidening

Widening

Potential soundwall typ.







Note to Offerors:

FOR CONSTRUCTION


PRELIMINARY PLANS

MANAGER

VDOT PROJECT

CONSTRUCTION

APPROVAL FOR

RECOMMENDED FOR

ENGINEER


REVISIONS


see Sheet 2.




COORDINATED:

SUPERVISED:

DESIGNED:

DRAWN:

CHECKED:

PLANS BY:

GENERAL NOTES:


Approved:

c


_ _ _ _ _ _ _ _ _ _Date:

0.84 MI. E 4TH VIEW ST.NORFOLK, VA

I-64 OVER OASTES CREEK AND BAY AVENUEPROPOSED BRIDGE WIDENING ON

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Date

Date


7/13/2018

Developer

Chief Engineer

ROUTE

FEDERAL AID


STATE SHEET

NO.

and Scour Code:

FHWA Construction

VA.

STATE

UPC No. 110577


Federal Stewardship and Oversight Code: FO

EB Sta. 770+52.89

End of slab

Beginning of bridge

Consultant

Frank Fabian

M. Chris Vaught

M. Chris Vaught

Amanda D. Martin

James W. Long

GENERAL NOTES:

Dimensions obtained from survey files. Design-builder to verify.

ance with Sec. 411.


Plan No. is 204-13.

Bridge No. of existing EB bridge 2844; WB bridge is 2836.

and construction methods.

Design loading includes 20 psf allowance for construction tolerances




documents.









Specifications:

Capacity: HL-93 loading (widened portion only)

Span layout: Varies

Width: Varies

None

PLAN



along Constr.

Existing grade

LB

1756'-8"


vert. clr.

16'-0" min.

Span iSpan j Span k

Span lSpan m

Span nSpan g

Span h

Edge of pavement

Edge of pavement

Pier 7LC

Pier 8LC

Pier 9LC

LC

LC

Pier 10Pier 11

Pier 12

Pier 13Pier 14

62'-5„"

61'-7‚"62'-1‚"

74'-4…"74'-0„"

74'-0„"37'-11†"

73'-4"

Varie

sVarie

s

65'-

7"

38'-

0"

27'-

7"

1'-

8"

1'-

8"

Scale: 1" = 20'

Ave

W OceanLC Bay AveLC

Span o

AB

A

B

= 60 -19'-33" Lt.

PI Sta. TBD W Ocean Ave Constr.

POC Sta. 778+11.68 I-64 EBL Constr.

= 58 -28'-30" Lt.

PI Sta. TBD Bay Ave. Constr.


o

o

LB

LB

LB

LB

LB

LB

I-64 WBL Constr.

I-64 EBL Constr.

repairs only

No changes in width

Existing exit ramp-

Elev. 31.64 Elev. 31.83

Elev. 31.88

Elev. 31.79Elev. 31.47 Elev. 30.99

Elev. 30.34

Elev. 29.95

Fix Fix Fix Fix Fix Fix FixExp. Exp. Exp. Exp. Exp. Exp. Exp.

2

BAY AVE GENERAL PLAN

AND ELEVATION 2

90o

28 -22'-00"o

30 -45'-40"o

30 -05'-23"o

Matchline

EB

Sta.

774

+50

Matchline

EB

Sta.

774

+50

Matchline

EB

Sta.

779

+50

Matchline

EB

Sta.

779

+50

38'-

0"

27'-

7"

65'-

7"

Potential soundwall typ.

Edge of creek

vert. cl.

Point of min.vert. cl.

Point of min.

vert. cl.

Point of min. vert. cl.

Point of min.

Co

nstr. jt.

Co

nstr. jt.

Edge of creekPotential soundwall typ.

RadialRadial

Radial

Elev. 31.64

Elev. 31.83Elev. 31.88

Elev. 31.79 Elev. 31.47

Elev. 30.99

Elev. 30.34

Exp.

2 of 4July 2018

MCV

MCV

ADM 204-13A

Design-builder to verify.

*Dimensions obtained from survey file. FOR CONSTRUCTION


PRELIMINARY PLANS


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






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

7/13/2018

PLAN



along Constr.

Existing profile

LB

1756'-8"


Span o Span p Span q Span r Span s Span t Span u Span v Span w

Elev. 29.31

Elev. 28.50

Elev. 27.56Elev. 26.46 Elev. 25.16 Elev. 23.80

Elev. 22.31

Elev. 20.67

53'-11ƒ" 61'-10ƒ" 62'-1‡" 61'-9‡" 62'-7•" 61'-7‡" 61'-10ƒ" 61'-10„" 62'-1†"

repairs only

No changes in width

Existing entrance ramp-

65'-

7"

38'-

0"

27'-

7"

1'-

8"

1'-

8"

Varie

s

Varie

s

Pier 15

I-64 EBL Constr.

I-64 WBL Constr. LB

LB

Pier 16 Pier 17 Pier 18 Pier 19 Pier 20 Pier 21 Pier 22LC LC LC LC LC LC LC LC

FixFix Fix Fix Fix FixFix

FixFix

Exp. Exp. Exp. Exp. Exp.Exp.

Exp.Exp.


AND ELEVATION 3

3

Scale: 1" = 20'

90 typ.o

Potential soundwall

Potential soundwall

Matchline

EB

Sta.

779

+50

Matchline

EB

Sta.

784

+50

Matchline

EB

Sta.

779

+50

Matchline

EB

Sta.

784

+50

50'-

0"

77'-

7"

27'-

7"

Co

nstr. jt.

Co

nstr. jt.

Edge of stream

Edge of stream

OA

ST

ES

CR

EE

K

Elev. 29.31 Elev. 28.50

Elev. 27.56

Elev. 26.46

Elev. 25.16

Elev. 23.80 Elev. 22.31

Elev. 20.67

3 of 4July 2018

MCV

MCV

ADM 204-13A


*Dimensions obtained from survey file.

FOR CONSTRUCTION


PRELIMINARY PLANS


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






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

7/13/2018

PLAN


Span w Span x Span y Span z Span aa Span bb

62'-1†" 62'-0•" 62'-0‚" 61'-6ƒ" 62'-6ƒ" 61'-8†"

PIER 23 PIER 24 PIER 25 PIER 26 PIER 27

ABUTMENT B

Pier 23LC Pier 24LC Pier 25LC Pier 26LC Pier 27LC

1756'-8"

along Constr.

Existing profile

LB

Finished grade

FixFix

Fix Fix FixExp.

Exp.Exp.

Exp. Exp. Exp.

Elev. 18.88 Elev. 17.09 Elev. 15.56 Elev. 14.25

Elev. 13.19

Elev. 12.34

Approach slab typ.

To Granby St

Varie

s

Varie

s

Varie

s27'-

7"

1'-

8"

1'-

8"

90 typ.o


AND ELEVATION 4

I-64 EBL Constr. LB

I-64 WBL Constr. LB

4

Scale: 1" = 20' 3 of 4July 2018

MCV

MCV

ADM 204-13A

77'-

7"

27'-

7"

50'-

0"

Co

nstr. jt.

Co

nstr. jt.

Elev. 18.88

Elev. 17.09

Elev. 15.56Elev. 14.25

Elev. 13.19

Potential soundwall

To 4th View St

Matchline

EB

Sta.

784

+50

Matchline

EB

Sta.

784

+50


EB Sta. 788+07.93

Abutment B

Face of backwall


*Dimensions obtained from survey file. FOR CONSTRUCTION


PRELIMINARY PLANS


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






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

7/13/2018

EB Sta. 788+09.56

End of slab

End of bridge

GENERAL NOTES:


ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

UPC No.



64 0064-M06-028 1

REVISIONS


see Sheet 2.



No. Description DateApproved:

c


_ _ _ _ _ _ _ _ _ _Date:

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Date

Date

2018, Commonwealth of Virginia Sheet 1 of

238-10BScale: 1" = 20'

COORDINATED:

SUPERVISED:

DESIGNED:

DRAWN:

CHECKED:

PLANS BY:

7/13/2018

PLAN

ABUTMENT A

PIER 1 PIER 2

ABUTMENT B

Finished gradeFinished Grade

Abutment B

Face of backwallSpan b Span c

51'-11•" 38'-0"+- +-

Span a

38'-0"+-Abutment A

Face of backwall

CITY OF NORFOLK

I-64 OVER EVANS ST


+-+-

Abutment B

Face of backwallSpan b Span c

+- +-

Span a

+-Abutment A

Face of backwall

Elev. 30.88

Elev. 29.66

Elev. 28.64

Approach slab

Approach slab

Approach slab

Approach slab

66'-

0"

66'-

0"

W. E

vans St.

36'-

0"

38'-

0"

28'-

0"

LI-64 WBL CONSTR. B

I-64 EBL CONSTR. B

MANAGER

VDOT PROJECT

CONSTRUCTION

APPROVAL FOR

RECOMMENDED FOR

ENGINEER


Chief Engineer

Developer

FOR CONSTRUCTION


PRELIMINARY PLANS







Note to Offerors:

Elev. 31.02

DEVELOPED SECTION ALONG CONSTR. B (E.B.L.)L

L

End of bridge

End of slab

EB Sta. 806+34.83

WB Sta. 907+39.44

131'-7" EB

131'-5•" WB

28'-

0"

38'-0•" 52'-0•" 38'-0"

PavementEdge of

slope protectionExisting concrete

CJ

CJ

CJ

CJ

WB Sta. 906+08.40

EB Sta. 805+03.63

End of slab

Beginning of bridge

along Evans St

Existing profile


ance with Sec. 411.


Plan No. is 238-10A.





documents.









Specifications:

Capacity: HL-93 loading for widened portion of bridge.

38'-0" - 51'-11•" - 38'-0" WB

Span layout: 38'-0•" - 52'-0•" - 38'-0" EB

on left of traffic and 14'-1" on right of traffic).

Width: 66'-00" face-to-face of curbs (Includes widening of 17'-5"

and Scour Code: X231-SN

FHWA Construction

CONSULTANT

FRANK FABIAN

JAMES W. LONG

M. CHRIS VAUGHT

MARK PATRO

PHILLIP H. JONES

Match existing

grade


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






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

7/13/2018

PHJ

JRB

TRANSVERSE SECTION

2 of 2

264 0064-M06-028, BXXX

1'-8"6 eq. spa


3 eq. spa.

New girders

1'-8"2 eq. spa.

New girders

Proposed widening

17'-5"

Face of curb


LOOKING UPSTATION

TRANSVERSE SECTION

Scale: ‰" = 1'-0"

I-64 WB BL

1'-8"

6 eq. spa


3 eq. spa.

New girders

1'-8"2 eq. spa.

New girders

Proposed widening

17'-5"

38'-0"

Face of curb

I-64 EB BL

66'-0"

1'-8" 1'-8"

3"

4.5% 4.5%

238-10BJuly 2018

1'-3"

1'-3"

3"

sound wall typ.

Potential

66'-0"

28'-0"

Prosed widening

14'-1"

28'-0"38'-0"

Prosed widening

14'-1"

finished grade

Point of

finished grade

Point of


MCV

Phillip H. Jones

Mark Patro



PRELIMINARY PLANS

Scale: 1" = 20'

CITY OF NORFOLK

I-64 OVER BAYVIEW BLVD.


PIER 1 PIER 2

WB Sta. 911+38.16

EB Sta. 810+36.42

Face of backwall

Beginning of bridge

WB Sta. 912+81.90

EB Sta. 811+75.86

Face of backwall

End of bridge


PLAN

A

A

16'-5" WBL

15'-11 EBL

Min. vert. clr.

DEVELOPED SECTION

Bayview Blvd.

profile along

Existing

204-15ASheet 1 of 2

Consultant

Frank Fabian

James W. Long

X231-SN

UPC No. 110577FO

None

Elev. 32.13

Approach slab

LBI-64 EBL CONSTR.

LB

Elev. 32.78

Approach slab

I-64 WBL CONSTR.

Elev. 32.36

Approach slab

Elev. 31.79

Approach slab

+- +-+-Abutment A

Face of backwall


Span b

36'-0"

Span c

69'-0"36'-0"

LC Bay View Blvd

+- +-+-Abutment A

Face of backwall


Span b

34'-0"

Span c

69'-0"34'-0"







Note to Offerors:

GENERAL NOTES:


ance with Sec. 411.


Plan No. is 204-15.





documents.









Specifications:

Capacity: HL-93 loading (for widened portion of bridge).

36'-0" - 69'-0" - 36'-0" WB

Span layout: 34'-0" - 69'-0" - 34'-0" EB


+-+-143'-9" WB

139'-5‚" EB


Bayview Blvd.

Clearance

= 16.2' T

o Bridge

July 2018

1

MANAGER

VDOT PROJECT

CONSTRUCTION

APPROVAL FOR

RECOMMENDED FOR

ENGINEER


10064-M06-028


REVISIONS


see Sheet 2.




COORDINATED:

SUPERVISED:

DESIGNED:

DRAWN:

CHECKED:

PLANS BY:


Approved:

c


_ _ _ _ _ _ _ _ _ _Date:

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Date

Date


7/13/2018

(Developer)

Chief Engineer

ROUTE

FEDERAL AID


STATE SHEET

NO.

and Scour Code:

FHWA Construction

VA.

STATE

UPC No.



64


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






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

7/13/2018

PHJ

MCV 2 of 2

264

6 eq. spa


1'-8"

1'-3"

Face of curb


LOOKING UPSTATION

TRANSVERSE SECTION

Scale: ‰" = 1'-0"

6 eq. spa


1'-8"

1'-3"

Face of curb

3"

4.5% 4.5%BMB-5A

I-64

38'-0"

1'-8"

66'-0"

28'-0"

I-64 WB LB

LB

I-64 EB LB

38'-0"

66'-0"

1'-8"

1'-8"1'-8"

28'-0"

July 2018MBP

0064-M06-028

204-15A



PRELIMINARY PLANS

TRANSVERSE SECTION

I-64 OVER BAYVIEW BLVD

finished grade

Point of


New girders


finished grade

Point of Potential soundwall

Potential soundwall Varies

Widening

Varies

Widening

Varies

Widening

Varies

Widening

2 eq. spa.3 eq. spa.2 eq. spa. 3 eq. spa.

July 2018

1

MANAGER

VDOT PROJECT

CONSTRUCTION

APPROVAL FOR

RECOMMENDED FOR

ENGINEER


10064-M06-028


REVISIONS


see Sheet 2.




COORDINATED:

SUPERVISED:

DESIGNED:

DRAWN:

CHECKED:

PLANS BY:

GENERAL NOTES:


Approved:

c


_ _ _ _ _ _ _ _ _ _Date:

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Date

Date


7/13/2018

(Developer)

Chief Engineer

ROUTE

FEDERAL AID


STATE SHEET

NO.

and Scour Code:

FHWA Construction

VA.

STATE

UPC No.



64

Scale: 1" = 20'

204-16A

ABUTMENT A

PIER 1 PIER 2 PIER 3 PIER 4 PIER 5 PIER 6

PLAN

I-64 EBL B

I-64 WBL BLB

LB

Abutment A

Face of backwall

Constr. jt.

Constr. jt.

Constr. jt.

LBEB Constr.

along Rte. 64

Existing profile

Span b

64'-0"

Span c

64'-0"

Span d

64'-0"

Span e

64'-0"

Span f

64'-0"

Span g

64'-0"

Abutment A

Face of backwall

Span g

64'-0"

Span a

64'-1"

Span f

64'-0"

Span e

64'-0"

Span d

64'-0"

Span c

64'-0"

Span b

64'-0"

Elev. 22.07

Elev. 23.71

Elev. 20.46 Elev. 18.84 Elev. 17.22 Elev. 15.66 Elev. 14.14

Elev. 13.96Elev. 21.97 Elev. 20.34 Elev. 18.74 Elev. 17.13 Elev. 15.54

Elev. 23.64

Finished grade

65'-

7''

77'-

7''

1'-

8''

1'-

8''

1'-

8''

1'-

8''

Match

Lin

e

EB

L

Sta.

821

+00.0

0Match

Lin

e

EB

L

Sta.

821

+00.0

0

27'-

7''

38'-

0''

50'-

0''

27'-

7''

To Bay Ave

To I-564

o90 typ.

o90 typ.

Approach slab

Approach slab

LBDEVELOPED SECTION ALONG CONSTRUCTION

1,152'-11ƒ"

FixFixExp

Exp Fix Exp Fix Exp Fix Exp Fix Exp Fix


CITY OF NORFOLK

I-64 OVER MASON CREEK




PRELIMINARY PLANS







Note to Offerors:

4

EBL Sta. 817+02.98

End of slab

Beginning of bridge

Span a

64'-1"

Constr. jt.

Potential soundwall

None

GENERAL NOTES:

verify.


ance with Sec. 411.


Plan No. is 204-16.





documents.









Specifications:


Span layout: Varies, 64' typ.

Varies Face-to-face of curbs WB

Width: 65'-7" Face-to-face of curbs EB and

FO 110577

X231-SN

Frank Fabian

Consultant

James W. Long

Amanda D. Martin

Erik M. Thompson

M. Chris Vaught

64 0064-M06-028


204-16A

ADM

EMT

Span h

64'-0"

Elev. 12.82

Elev. 12.72

Span i

64'-0"

Elev. 12.01

Elev. 11.79

Span j

64'-0"

Elev. 11.45

Elev. 11.34

Span k

64'-0"

Elev. 11.31

Elev. 11.18

Span l

64'-0"

Elev. 11.57

Elev. 11.43

Span m

64'-0"

Elev. 12.19

Elev. 12.07

Span n

64'-0"

Elev. 13.20

Elev. 13.03

Span o

64'-0"

Elev. 14.59

Span g

64'-0"

Span h

64'-0"

Span i

64'-0"

Span j

64'-0"

Span k

64'-0"

Span l

64'-0"

Span m

64'-0"

Span g

64'-0"

Span m

57'-0"

Span l

61'-5•"

Constr. jt.

Constr. jt.

Constr. jt.

Constr. jt.

I-64 WBL BLB

I-64 EBL BLB


1'-

8''

27'-

7''

38'-

0''

1'-

8''

65'-

7''

1'-

8''

Varie

s

Varie

s27'-

7''

Match

Lin

e

EB

L

Sta.

821

+00.0

0Match

Lin

e

EB

L

Sta.

821

+00.0

0

Match

Lin

e

EB

L

Sta.

826

+10.0

0Match

Lin

e

EB

L

Sta.

826

+10.0

0

PLAN

EB Constr.

along Rte. 64

Existing profile

LB

Scale: 1" = 20'

o90 typ.

o90 typ.

1'-

8"

To Bay Ave

To I-564

Approach slab

Approach slab

Abutment C

Face of backwall

WBL Sta. 926+38.50

Face of backwall

End of bridge



FixExp FixExp FixExp FixExp FixExp FixExp FixExp FixExp

1,152'-11ƒ"

GENERAL PLAN AND ELEVATION 2

MASON CREEK

2 of 4

2

JULY 2018

Potential soundwall



PRELIMINARY PLANS

EMT


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






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

7/12/2018

204-16A

ADM

EMT

64 0064-M06-028


Span p

64'-0"

Elev. 16.40

Span q

64'-0"

Elev. 18.34

Span r

64'-1"

Elev. 20.18 Elev. 21.95

Span o

64'-0"

Constr. jt.

Constr. jt.

I-64 EBL BLB

PIER 15 PIER 16 PIER 17 ABUTMENT B

Finished grade

65'-

7''

1'-

8''

Match

Lin

e

EB

L

Sta.

826

+10.0

0Match

Lin

e

EB

L

Sta.

826

+10.0

0

PLAN

EB Constr.

along Rte. 64

Existing profile

LB

Scale: 1" = 20'

Approach slab

o90 typ.



3 of 4

3

1,152'-11ƒ"

To I-564

Abutment B

Face of backwall

1'-

8"

27'-

7"

38'-

0"

Exp FixExp Fix

Exp FixExp

GENERAL PLAN AND ELEVATION 3

MASON CREEK

EBL Sta. 828+55.95

End of slab

End of bridge

JULY 2018MCV



PRELIMINARY PLANS

Potential soundwall


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






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

7/12/2018

204-16AScale: ‰" = 1'-0"

ADM

EMT

64 0064-M06-028

LOOKING UPSTATION

TRANSVERSE SECTION


LB LB

Face of curb1'-8"

Face of curb

1'-8"

Face of curb

1'-8" Face of curb 1'-8"

New girders


New girdersExisting girders (to remain)New girders


New girdersExisting girders (to remain)

O.H. Varies

I-64 WB B I-64 EB B

A

65'-7''77'-7''

27'-7''50'-0'' 38'-0''27'-7''

4 of 4

4

B16'-2ƒ" 18'-10†"

‰ "/ft‰ "/ft

WBL piers 7-11.

Transverse section typical for piers 1-6. Widening varies for

Dimensions obtained from survey files. Design-builder to verify.*

SECTION

TRANSVERSE

MASON CREEK

1'-10"

JULY 2018



PRELIMINARY PLANS

MCV

Widening Widening

soundwall

Potential

B - Widening 14'-2ƒ"*

A - Widening 21'-0†"*


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






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

7/12/2018

164

X231-SN

PLAN

TRANSVERSE SECTION

LDEVELOPED SECTION ALONG CONSTRUCTION B

Span a Span b

159'-3"

Sta. 834+49.28

End of slab

Beginning of bridge

Sta. 836+08.53

End of slab

End of bridge

Finished grade

Constr.


LB

I-64 EBL Constr.LB

I-64 WBL Constr.LB


Edge of pavementEdge of pavement

Elev. 30.41Elev. 30.55

Elev. 30.44

BA

A

B

65'-

7"

1'-

8"

1'-

8"

38'-

0"

27'-

7"

PierLC

ABUTMENT A

ABUTMENT B

PIER

New Gate Rd EBNew Gate Rd WBLC LC

o

o


vert. clr.

16'-6" min

Fix FixExp. Exp.

Varie

s

Varie

s

= 89 -44'-29" Lt.

PI Sta. TBD New Gate Rd Constr.


= 90 -07'-07" Lt.

PI Sta. TBD New Gate Rd Constr.


EBL Dimensioned, WBL similar


Scale: 1" = 10'

65'-7" 65'-7"1'-8" 1'-8"

1'-8"

1'-8"

finished grade

Point of

finished grade

Point of

‰ " per foot‰ " per foot

I-64 EBL Constr. LBI-64 WBL Constr.LB


curb

Face of

38'-0" 27'-7" 27'-7" 38'-0"

curb

Face of

Existing girders

6 spa. @ 6'-6" = 39'-0"

Existing girders

6 spa. @ 6'-6" = 39'-0"

typ.

New girders

To Bayview Blvd

To Granby St

Consultant

Frank Fabian

M. Chris Vaught

M. Chris Vaught

Amanda D. Martin

James W. Long

GENERAL NOTES:

ance with Sec. 411.


Plan No. is 204-17.

Bridge No. of existing EB bridge 2890; WB bridge is 2889.






documents.









Specifications:

Capacity: HL-93 loading (Widened portion only)

Span layout: 79'-7•" - 79'-7•"

Width: 65'-7" face-to-face of curb.

REVISIONS


see Sheet 2.




COORDINATED:

SUPERVISED:

DESIGNED:

DRAWN:

CHECKED:

PLANS BY:

GENERAL NOTES:


Approved:

c


_ _ _ _ _ _ _ _ _ _Date:

0.46 MI. E BAYVIEW BLVD.NORFOLK, VA

I-64 OVER NEW GATE ROADPROPOSED BRIDGE WIDENING ON

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Date

Date


7/12/2018

Developer

Chief Engineer

ROUTE

FEDERAL AID


STATE SHEET

NO.

and Scour Code:

FHWA Construction

VA.

STATE

UPC No. 110577









Note to Offerors:

FOR CONSTRUCTION


PRELIMINARY PLANS

EB Sta. 834+50.85

Abutment A

Face of backwall

EB Sta. 836+06.95

Abutment B

Face of backwall78'-0†" 78'-0†"

38'-

0"

65'-

7"

27'-

7"

Elev. 30.41Elev. 30.55Elev. 30.44

Co

nstr. jt.

Co

nstr. jt.

Finished grade

WideningWideningWideningWidening

None

204-17A

Potential soundwall

Potential soundwall

barrier typ.

F-shape

90 typ.o

MANAGER

VDOT PROJECT

CONSTRUCTION

APPROVAL FOR

RECOMMENDED FOR

ENGINEER


Phillip H. Jones

Jill R. Boxley

30'-

0"

36'-

0"

M. Chris Vaught

Consultant

Frank Fabian

James W. Long

July 2018



PRELIMINARY PLANS

1

PLAN

ELEVATIONCITY OF NORFOLK

I-64 (EB) OVER GRANBY STREET


Span d

59'-9''

Span c

63'-9Œ ''

Span b

64'-4‹ ''Span a

53'-4‚''

243'-10ƒ"

Elev. 36.55

To

Norf

olk

To Rte.

60

Abutment A

Face of backwall

Abutment BFace of b

ackwall

Elev. 31.91LBConstr.

EBL Rte. 64

Scale: ˆ" = 1'-0"







Note to Offerors:

ABUTMENT A

PIER 1

grade

Finished

Match existing slope.

measured normal to abutment.

Slope shown is approximate and*

grade

Finished

PIER 2 PIER 3

ABUTMENT B

vert. cl.

16'-7" min.

constr. joint

Proposed

11

2*2*

10064-M06-028

155-01B

Sta. 865+78.86

End of slab

End of bridge

Sta. 863+34.97

End of slab

Beginning of bridge

X231-SN

Sheet 1 of 2

GENERAL NOTES:


ance with Sec. 411.


Plan No. is 155-01 and 155-01A.

Bridge No. of existing bridge is 2876 (EB).




documents.









Specifications:

structure, HL-93 for widened portion of bridge.

Capacity: HS20-44 loading and alternate military loading for existing

Span layout: 53'-4‚" - 64'-4‹" - 63'-9Œ" - 59'-9"

right of traffic).

Width: 66'-0" face-to-face of curbs (includes widening of 14'-8" on

Radial

RadialRadial Radial

Radial


66'-

0''

1'-

8''

1'-

8''

typ.

Approach slab

pavement

Edge ofpavement

Edge of

Ao

= 43 -36'-59"

PI TBD Granby St. SB Constr.


Bo

= 45 -43'-53"

PI TBD Granby St. NB Constr.


A B

LBConstr. NB

Granby St.

LBConstr. SB

Granby St.

LBonstr.along c

Existing profile

July 2018

1

MANAGER

VDOT PROJECT

CONSTRUCTION

APPROVAL FOR

RECOMMENDED FOR

ENGINEER


10064-M06-028


REVISIONS


see Sheet 2.




COORDINATED:

SUPERVISED:

DESIGNED:

DRAWN:

CHECKED:

PLANS BY:

GENERAL NOTES:


Approved:

c


_ _ _ _ _ _ _ _ _ _Date:

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Date

Date


Granby

St (E

B)

GP

E.d

gn

(Developer)

Chief Engineer

ROUTE

FEDERAL AID


STATE SHEET

NO.

and Scour Code:

FHWA Construction

VA.

STATE

UPC No.



64

2

30'-0" 36'-0" 1'-8"1'-8"

Scale: ‰" = 1'-0"

LOOKING UPSTATION

TRANSVERSE SECTION


GRANBY ST. (EB)

TRANSVERSE SECTION

Variesspacing varies


spacing varies

2 new girdersVaries

66'-0"

July 2018


Proposed widening

14'-8"I-64 EB LB

115-01A 2 of 2MCV

F-shape typ.

grade

Point of finished

6.25%


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






Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

STRUCTURAL ENGINEER

RICHMOND, VA

RK&K

Granby

St (E

B)T

ypic

al.dgn

64

PRELIMINARY PLANS



6464

JRB

PHJ

PLAN

TRANSVERSE SECTION


164

X231-SN

ABUTMENT A ABUTMENT BPIER 1 PIER 2 PIER 3

Span a Span b Span c Span d

135'-5„" 121'-1‡" 116'-1„"

458'-2"

Elev. 45.94

Elev. 46.50Elev. 46.88

Elev. 46.31

Elev. 44.55

LB

To Tidewater Dr.

To I-564

Approach slab

Approach slab

Pier 1 Pier 2 Pier 3

Edge of pavement Edge of pavement

I-564 WBL Constr. Ramp Constr. LBLB

A

B

Ao


PI Sta. TBD I-564 WBL Constr.

Bo


PI Sta. TBD Ramp Constr.

LB

LB

LB

LB

= 22 -05'-28" Lt.

= 20 -36'-01" Lt.

22'-

0"

36'-

0"

1'-

8"

1'-

8"

58'-

0"

Varies 9' to 16'

Varies 7' to 16'

Sta. 872+96.65

End of slab

Beginning of bridge

Sta. 877+54.82

End of slab

End of bridge

Finished gradeMatch existing grade

Constr.


Fix Exp. Fix Exp.Fix Exp.Fix

Exp.


Scale: ‰" = 1'-0"

1'-8" 1'-8"58'-0"

22'-0" 36'-0"

Varies Varies

Varies

LB


BPB-4 typ.

curb

Face of

curb

Face of

Existing steel girders

Spacing varies

New girders typ.

Sta. 872+97.36

Face of backwall

Abutment A 83'-9„"

I-64 EB Constr.

Sta. 877+53.81

Face of backwall

Abutment B

Finished grade

vert. clr.

16'-6" min.

vert. clr.

16'-6" min.

Pt. of min. vert. clr.

vert. clr.

Pt. of min.

I-64 EB Constr.

FOR CONSTRUCTION


PRELIMINARY PLANS







Note to Offerors:

MANAGER

VDOT PROJECT

CONSTRUCTION

APPROVAL FOR

RECOMMENDED FOR

ENGINEER


155-02A

0064-M06-028

None

REVISIONS


see Sheet 2.




COORDINATED:

SUPERVISED:

DESIGNED:

DRAWN:

CHECKED:

PLANS BY:

GENERAL NOTES:


Approved:

c


_ _ _ _ _ _ _ _ _ _Date:

1.05 MI. W TIDEWATER DRNORFOLK, VA

I-64 OVER I-564PROPOSED BRIDGE WIDENING ON

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Date

Date


7/13/2018

Developer

Chief Engineer

ROUTE

FEDERAL AID


STATE SHEET

NO.

and Scour Code:

FHWA Construction

VA.

STATE

UPC No. 110577



Constr. jt.

Constr. jt.

Radial

60 -52'-48"

o

o

63 -52'-20"

Radial

o

7169 o 71

o

Consultant

Frank Fabian

M. Chris Vaught

M. Chris Vaught

Amanda D. Martin

James W. Long

GENERAL NOTES:

ance with Sec. 411.


Bridge No. of existing bridge 2873. Plan No. is 155-02.






documents.









Specifications:


Span layout: 84'-5†" - 135'-5„" - 121'-1‡" - 117'-1…"


PLAN

TRANSVERSE SECTION


Span a Span b Span c Span d

43'-6" 33'-7"

190'-0"

53'-10" 53'-10"

Elev. 36.60

Elev. 35.30

Elev. 33.68

Elev. 32.03 Elev. 30.93


12 typ.o

To Granby St. To Tidewater Dr.

1'-

8"

22'-

0"

61'-

0"

1'-

8"

16'-

9"

Edge ofpavement

Edge ofpavement

Sta. 880+65.12

End of slab

Beginning of bridge

Sta. 882+55.12

End of slab

End of bridge

Constr. EB

Little Creek Rd Constr. WB

Little Creek Rd

LB LB

Pier 1 Pier 2 Pier 3

ABUTMENT AABUTMENT B

PIER 1 PIER 2 PIER 3

Constr.


LB

Exp. Exp. Exp.Exp.

FixFix

Fix Fix

Finished gradeMatch existing grade

AB

A

LB

o = 77 -50'-30" Lt.

PI TBD Little Creek Rd WB Constr.


B

= 77 -56'-42" Lt.

PI TBD Little Creek Rd EB Constr.


64

X231-SN


1

I-64 EBL Constr.

83'-

0"

1'-8"1'-8" 83'-0"

22'-0" 61'-0"

I-64 EBL Constr. LB

New girders

Existing girders

9 spa. @ 7'-3" = 65'-3"


Face of curb Face of curb‰ " per foot

Scale: „" = 1'-0"

clr.

vert.

min.

16'-

3"

Sta. 880+68.18

Abutment A

Face of backwall

Sta. 882+52.93

Abutment B

Face of backwall

Pier 1LC

Pier 2LC

Pier 3LC

Finished grade

VariesBPB-4

Widening

MANAGER

VDOT PROJECT

CONSTRUCTION

APPROVAL FOR

RECOMMENDED FOR

ENGINEER


FOR CONSTRUCTION


PRELIMINARY PLANS







Note to Offerors:

REVISIONS


see Sheet 2.




COORDINATED:

SUPERVISED:

DESIGNED:

DRAWN:

CHECKED:

PLANS BY:

GENERAL NOTES:


Approved:

c


_ _ _ _ _ _ _ _ _ _Date:

0.9 MI. W TIDEWATER DRNORFOLK, VA

I-64 OVER LITTLE CREEK ROADPROPOSED BRIDGE WIDENING ON

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Date

Date


7/13/2018

Developer

Chief Engineer

ROUTE

FEDERAL AID


STATE SHEET

NO.

and Scour Code:

FHWA Construction

VA.

STATE

UPC No. 110577



209-05A

16'-6"

jt.

Constr.

Reduced minimum vertical clearance from 16'-6" to 16'-3".

Consultant

Frank Fabian

M. Chris Vaught

M. Chris Vaught

Amanda D. Martin

James W. Long

ance with Sec. 411.


Bridge No. of existing bridge is 2867. Plan No. is 209-05.






documents.









Specifications:


Span layout: 46'-7" - 53'-10" - 53'-10" - 35'-9"


abutment a abutment b department of … · scale: 1" = 20' abutment a abutment b pier 1...

Documents