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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
THESE PLANS NOT TO BE USED
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
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
7/13/2018
2 of 2
New girders typ.
64
Existing to be demolished
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 1
7/12/2018
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:
ABUTMENT A ABUTMENT B
PIER 1
DEVELOPED SECTION
FOR CONSTRUCTION
THESE PLANS NOT TO BE USED
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.
The existing structure is designated a Type B structure in accord-
Plan No. is 256-95.
Bridge No. of existing bridge is 2800.
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.
Span layout: 96'-96'
Overall width 58'-8" face-to-face of curbs.
Width: 5'-0" sidewalk, 52'-0" roadway.
6'-
0''
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:
MANAGER
VDOT PROJECT
CONSTRUCTION
APPROVAL FOR
RECOMMENDED FOR
ENGINEER
DISTRICT CONSTRUCTION
(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
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
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:
Scale: 1" = 20'
ABUTMENT A ABUTMENT B
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
Span a Span b Span c
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
DISTRICT CONSTRUCTION
FOR CONSTRUCTION
THESE PLANS NOT TO BE USED
PRELIMINARY PLANS
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:
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.
The existing structure is designated a Type B structure in accord-
Plan No. is 202-01.
Bridge No. of existing bridges are 2882 (EB) and 2883 (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).
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
Face of curb Face of curb
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
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............2018, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
7/13/2018
BVaries 20'-6•" to 24'-8ˆ"
1'-8"
2'-3"5 eq. spa.
Existing girders (to remain)
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
I-64 OVER 13TH VIEW ST
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
THESE PLANS NOT TO BE USED
PRELIMINARY PLANS
BPB-4, typ.
Point of finished grade Point of finished grade
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 12
7/13/2018
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:
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
Match existing grade
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
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:
FOR CONSTRUCTION
THESE PLANS NOT TO BE USED
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.
* Dimensions obtained from survey files. Design-builder to
Plan No. is 202-02.
Bridge No. of existing bridges are 2884 (EB) and 2883 (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).
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
PROPOSED BRIDGE WIDENING ON
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
Match existing grade
4993'-0" EB
4990'-5" WB
LB
LB
Const. Jt.
Const. Jt.
Const. Jt.
202-02AJuly 2018
64
FOR CONSTRUCTION
THESE PLANS NOT TO BE USED
PRELIMINARY PLANS
0064-M06-028
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............2018, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
7/13/2018
verify.
* Dimensions obtained from survey files. Design-builder to
To 4th View St
Potential Soundwall
Potential Soundwall
AND DEVELOPED SECTION 2
WIDENING GENERAL PLAN
I-64 OVER WILLOUGHBY BAY
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
DEVELOPED SECTION ALONG B
PLAN
To Hampton
Match existing grade
4993'-0" EB
4990'-5" WB
PIER 13
1'-
8"
38'-
0"
28'-
0"
2'-
0"
Elev. 21.28 Elev. 21.40 Elev. 21.54 Elev. 21.69 Elev. 21.74 Elev. 21.73 Elev. 21.73
Elev. 21.46 Elev. 21.47 Elev. 21.42 Elev. 21.40 Elev. 21.41 Elev. 21.40 Elev. 21.38
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
AND DEVELOPED SECTION 3
WIDENING GENERAL PLAN
I-64 OVER WILLOUGHBY BAY
0064-M06-028
To 4th View St
Potential Soundwall
Potential Soundwall
on EB bridge
End of potential soundwall
verify.
* Dimensions obtained from survey files. Design-builder to
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............2018, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
7/13/2018
64
PRELIMINARY PLANS
FOR CONSTRUCTION OF BRIDGE
THESE PLANS NOT TO BE USED
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
DEVELOPED SECTION ALONG B
PLAN
To Hampton
Match existing grade
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
PIER 21 PIER 22 PIER 23 PIER 25 PIER 26 PIER 27 PIER 28
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
AND DEVELOPED SECTION 4
WIDENING GENERAL PLAN
I-64 OVER WILLOUGHBY BAY
To 4th View St
Potential Soundwall
verify.
* Dimensions obtained from survey files. Design-builder to
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............2018, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
7/13/2018
64
PRELIMINARY PLANS
FOR CONSTRUCTION OF BRIDGE
THESE PLANS NOT TO BE USED
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
DEVELOPED SECTION ALONG B
PLAN
To Hampton
Match existing grade
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
Elev. 21.78 Elev. 21.80 Elev. 21.69 Elev. 21.55 Elev. 21.38 Elev. 21.24 Elev. 21.11
Elev. 21.50 Elev. 21.48 Elev. 21.45 Elev. 21.44 Elev. 21.42 Elev. 21.40 Elev. 21.45
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
AND DEVELOPED SECTION 5
WIDENING GENERAL PLAN
I-64 OVER WILLOUGHBY BAY
202-02AJWL
0064-M06-028
Potential Soundwall
To 4th View St
verify.
* Dimensions obtained from survey files. Design-builder to
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............2018, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
7/13/2018
64
PRELIMINARY PLANS
FOR CONSTRUCTION OF BRIDGE
THESE PLANS NOT TO BE USED
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
DEVELOPED SECTION ALONG B
PLAN
To Hampton
Match existing grade
4993'-0" EB
4990'-5" WB
1'-
8"
38'-
0"
28'-
0"
2'-
0"
PIER 40PIER 37 PIER 38 PIER 39 PIER 41 PIER 42 PIER 43 PIER 44
Elev. 21.40 Elev. 21.45 Elev. 21.45 Elev. 21.42 Elev. 21.46 Elev. 21.43 Elev. 21.43
Elev. 21.03Elev. 21.01Elev. 21.05Elev. 21.04Elev. 21.40Elev. 21.08Elev. 21.06
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.
* Dimensions obtained from survey files. Design-builder to
Potential Soundwall
To 4th View St
0064-M06-028
AND DEVELOPED SECTION 6
WIDENING GENERAL PLAN
I-64 OVER WILLOUGHBY BAY
202-02AJWL
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............2018, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
7/13/2018
64
PRELIMINARY PLANS
FOR CONSTRUCTION OF BRIDGE
THESE PLANS NOT TO BE USED
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
DEVELOPED SECTION ALONG B
PLAN
To Hampton
Match existing grade
4993'-0" EB
4990'-5" WB
1'-
8"
38'-
0"
28'-
0"
2'-
0"
PIER 48PIER 45 PIER 46 PIER 47 PIER 49 PIER 50 PIER 51 PIER 52
Elev. 21.43 Elev. 21.56 Elev. 21.87 Elev. 22.24 Elev. 22.75 Elev. 23.44 Elev. 24.19
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
AND DEVELOPED SECTION 7
WIDENING GENERAL PLAN
I-64 OVER WILLOUGHBY BAY
JWL
To 4th View St
Potential Soundwall
verify.
* Dimensions obtained from survey files. Design-builder to
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............2018, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
7/13/2018
64
PRELIMINARY PLANS
FOR CONSTRUCTION OF BRIDGE
THESE PLANS NOT TO BE USED
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
DEVELOPED SECTION ALONG B
PLAN
To Hampton
Match existing grade
4993'-0" EB
4990'-5" WB
1'-
8"
38'-
0"
28'-
0"
2'-
0"
PIER 56PIER 53 PIER 54 PIER 55 PIER 57 PIER 58 PIER 59 PIER 60
Elev. 26.22 Elev. 27.36 Elev. 28.51 Elev. 29.60 Elev. 30.45 Elev. 31.17 Elev. 31.72
Elev. 25.81 Elev. 26.96 Elev. 28.14 Elev. 29.21 Elev. 30.05 Elev. 30.78 Elev. 31.32
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
AND DEVELOPED SECTION 8
WIDENING GENERAL PLAN
I-64 OVER WILLOUGHBY BAY
0064-M06-028
To 4th View St
Potential Soundwall
verify.
* Dimensions obtained from survey files. Design-builder to
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............2018, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
7/13/2018
64
PRELIMINARY PLANS
FOR CONSTRUCTION OF BRIDGE
THESE PLANS NOT TO BE USED
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
DEVELOPED SECTION ALONG B
PLAN
To Hampton
Match existing grade
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
Elev. 32.06 Elev. 32.16 Elev. 32.17 Elev. 32.22 Elev. 31.88 Elev. 31.40 Elev. 30.79
Elev. 31.95 Elev. 32.03 Elev. 31.99 Elev. 31.88 Elev. 31.50 Elev. 31.06 Elev. 30.46
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.
* Dimensions obtained from survey files. Design-builder to
202-02AJWL
AND DEVELOPED SECTION 9
WIDENING GENERAL PLAN
I-64 OVER WILLOUGHBY BAY
0064-M06-028
Potential Soundwall
To 4th View St
(EB only)
PIER 63A
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............2018, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
7/13/2018
64
PRELIMINARY PLANS
FOR CONSTRUCTION OF BRIDGE
THESE PLANS NOT TO BE USED
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
DEVELOPED SECTION ALONG B
PLAN
To Hampton
Match existing grade
4993'-0" EB
4990'-5" WB
1'-
8"
38'-
0"
28'-
0"
2'-
0"
PIER 68
Elev. 21.64
PIER 69 PIER 70 PIER 71 PIER 72 PIER 73 PIER 74 PIER 75
Elev. 22.89Elev. 24.19Elev. 25.37Elev. 26.63Elev. 27.94Elev. 29.02Elev. 29.96
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"
Elev. 28.69 Elev. 27.55 Elev. 26.27 Elev. 24.97 Elev. 23.77 Elev. 22.50 Elev. 21.25
Const. Jt.
Const. Jt.
Const. Jt.
LB
LB
0064-M06-028
202-02AJWL
AND DEVELOPED SECTION 10
WIDENING GENERAL PLAN
I-64 OVER WILLOUGHBY BAY
verify.
* Dimensions obtained from survey files. Design-builder to
Potential Soundwall
To 4th View St
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............2018, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
7/13/2018
64
PRELIMINARY PLANS
FOR CONSTRUCTION OF BRIDGE
THESE PLANS NOT TO BE USED
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
DEVELOPED SECTION ALONG B
PLAN
To Hampton
Match existing grade
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.
* Dimensions obtained from survey files. Design-builder to
AND DEVELOPED SECTION 11
WIDENING GENERAL PLAN
I-64 OVER WILLOUGHBY BAY
202-02AJWL
0064-M06-028
To 4th View St
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............2018, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
7/13/2018
64
PRELIMINARY PLANS
FOR CONSTRUCTION OF BRIDGE
THESE PLANS NOT TO BE USED
6464
July 2018JRB
PHJ
Exp.Exp.Exp. Exp.Fix Fix Exp.
ADM
ADM
202-02A
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............2018, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
7/13/2018
I-64 WB BL
Varies
I-64 EB BL
Face of curbFace of curb
Existing - to be demolished
4 eq. spa.
Existing girders (to remain)
LOOKING UPSTATION
TRANSVERSE SECTION
Varies
Face of curb Face of curb
1'-8'' 2'-0'' 1'-8''
66'-0'' 66'-0''
5 eq. spa.
Existing girders (to remain)
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.
* Dimensions obtained from survey files. Design-builder to
JWL
TRANSVERSE SECTION
I-64 OVER WILLOUGHBY BAY
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
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
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:
I-64 EBL B
Scale: 1" = 20'
ABUTMENT A ABUTMENT B
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
I-64 OVER 4TH VIEW ST
PROPOSED WIDENING ON
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
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:
FOR CONSTRUCTION
THESE PLANS NOT TO BE USED
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.
* 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 202-03.
Bridge No. of existing bridges are 2898 (EB) and 2897 (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).
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.
Existing girders (to remain)
Existing - to be demolished
ADM
ADM
1'-8"
Face of curbFace of curb
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
* Dimensions obtained from survey files. Design-builder to verify.
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
F-shape parapet, typ.
B - Widening varies from 12'-1„" to 13'-8•"*
A - Widening varies from 13'-1†" to 13'-8"*
FOR CONSTRUCTION
THESE PLANS NOT TO BE USED
PRELIMINARY PLANS
Widening Widening
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............2018, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
7/13/2018
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
7/12/2018
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:
Scale: 1" = 25'
204-11A
0064-M06-02864
CITY OF NORFOLK
I-64 OVER MASON CREEK RD
PROPOSED WIDENING ON
Elev. 31.81
Elev. 32.60
Elev. 32.39
Elev. 31.18
To
Ora
nge
Ave
To Rid
ge
well
Ave
179'-0"
ABUTMENT A ABUTMENT B
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
Existing profile along
DEVELOPED SECTION
Abutment A
Face of backwall
Abutment B
Face of backwall
Span a Span b Span c
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 slabApproach slab
Approach slab
PLAN
65'-
7"
65'-
7"
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:
FOR CONSTRUCTION
THESE PLANS NOT TO BE USED
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.
* 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 204-11.
Bridge No. of existing bridges are 2805 (EB) and 2804 (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).
Span layout: 47'-0" - 85'-0" - 47'-0"
Width: 65'-7" face-to-face of curbs.
Exp.Fix Fix FixExp. Exp.
ADM
ADM
204-11A
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............2011, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
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
Existing - to be demolished
6 eq. spa.
Existing girders (to remain)
6 eq. spa.
Existing girders (to remain)
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
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
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
UPC No.
Federal Structure No.
Federal Stewardship and Oversight Code:
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
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:
FOR CONSTRUCTION
THESE PLANS NOT TO BE USED
PRELIMINARY PLANS
PLAN
CITY OF NORFOLK
I-64 OVER 1st VIEW ST
PROPOSED WIDENING ON
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.
The existing structure is designated a Type B structure in accord-
Plan No. is 204-12.
Bridge No. of existing bridges are 2821 (EB) and 2813 (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 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
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............2018, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
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
Existing girders (to remain)
3 eq. spa.
New girders
1'-8"2 eq. spa.
New girders
1'-8"
Proposed widening
17'-5"
Face of curb
Existing - to be demolished
LOOKING UPSTATION
TRANSVERSE SECTION
Scale: ‰" = 1'-0"
I-64 WB BL
1'-8"
‰ "/ft
6 eq. spa
Existing girders (to remain)
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.
Match existing grade
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.
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:
FOR CONSTRUCTION
THESE PLANS NOT TO BE USED
PRELIMINARY PLANS
MANAGER
VDOT PROJECT
CONSTRUCTION
APPROVAL FOR
RECOMMENDED FOR
ENGINEER
DISTRICT CONSTRUCTION
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:
0.84 MI. E 4TH VIEW ST.NORFOLK, VA
I-64 OVER OASTES CREEK AND BAY AVENUEPROPOSED BRIDGE WIDENING ON
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
Date
Date
2018, Commonwealth of Virginia Sheet 1 of 4
7/13/2018
Developer
Chief Engineer
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
and Scour Code:
FHWA Construction
VA.
STATE
UPC No. 110577
Federal Structure No.
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.
The existing structure is designated a Type B structure in accord-
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
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)
Span layout: Varies
Width: Varies
None
PLAN
DEVELOPED SECTION ALONG CONSTR. BL
PIER 7 PIER 8 PIER 9 PIER 10 PIER 11 PIER 12 PIER 13 PIER 14
along Constr.
Existing grade
LB
1756'-8"
Match existing grade
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.
POC Sta. 778+60.36 I-64 EBL 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
THESE PLANS NOT TO BE USED
PRELIMINARY PLANS
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............2018, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
7/13/2018
PLAN
DEVELOPED SECTION ALONG CONSTR. BL
PIER 15 PIER 16 PIER 17 PIER 18 PIER 19 PIER 20 PIER 21 PIER 22
along Constr.
Existing profile
LB
1756'-8"
Match existing grade
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.
BAY AVE GENERAL PLAN
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
Design-builder to verify.
*Dimensions obtained from survey file.
FOR CONSTRUCTION
THESE PLANS NOT TO BE USED
PRELIMINARY PLANS
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............2018, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
7/13/2018
PLAN
DEVELOPED SECTION ALONG CONSTR. BL
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
BAY AVE GENERAL PLAN
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
Match existing grade
EB Sta. 788+07.93
Abutment B
Face of backwall
Design-builder to verify.
*Dimensions obtained from survey file. FOR CONSTRUCTION
THESE PLANS NOT TO BE USED
PRELIMINARY PLANS
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............2018, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
7/13/2018
EB Sta. 788+09.56
End of slab
End of bridge
GENERAL NOTES:
DESIGN EXCEPTION(S):
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
UPC No.
Federal Structure No.
Federal Stewardship and Oversight Code:
64 0064-M06-028 1
REVISIONS
For Table of Revisions,
see Sheet 2.
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
No. Description DateApproved:
c
Recommended for Approval:
_ _ _ _ _ _ _ _ _ _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
PROPOSED WIDENING ON
+-+-
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
DISTRICT CONSTRUCTION
Chief Engineer
Developer
FOR CONSTRUCTION
THESE PLANS NOT TO BE USED
PRELIMINARY PLANS
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:
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
Existing dimensions obtained from survey files. Design-builder to verify.
ance with Sec. 411.
The existing structure is designated a Type B structure in accord-
Plan No. is 238-10A.
Bridge No. of existing bridges are 2894 (EB) and 2893 (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 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
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............2018, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
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
Existing girders (to remain)
3 eq. spa.
New girders
1'-8"2 eq. spa.
New girders
Proposed widening
17'-5"
Face of curb
Existing - to be demolished
LOOKING UPSTATION
TRANSVERSE SECTION
Scale: ‰" = 1'-0"
I-64 WB BL
1'-8"
6 eq. spa
Existing girders (to remain)
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
F-shape parapet, typ.
MCV
Phillip H. Jones
Mark Patro
FOR CONSTRUCTION OF BRIDGE
THESE PLANS NOT TO BE USED
PRELIMINARY PLANS
Scale: 1" = 20'
CITY OF NORFOLK
I-64 OVER BAYVIEW BLVD.
PROPOSED BRIDGE WIDENING ON
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
ABUTMENT A ABUTMENT B
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 a Abutment BFace of backwall
Span b
36'-0"
Span c
69'-0"36'-0"
LC Bay View Blvd
+- +-+-Abutment A
Face of backwall
Span a Abutment BFace of backwall
Span b
34'-0"
Span c
69'-0"34'-0"
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:
GENERAL NOTES:
Existing dimensions obtained from survey files. Design-builder to verify.
ance with Sec. 411.
The existing structure is designated a Type B structure in accord-
Plan No. is 204-15.
Bridge No. of existing bridges are 2892 (EB) and 2891 (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 (for widened portion of bridge).
36'-0" - 69'-0" - 36'-0" WB
Span layout: 34'-0" - 69'-0" - 34'-0" EB
Width: 66'-00" face-to-face of curbs.
+-+-143'-9" WB
139'-5‚" EB
Match existing grade
Bayview Blvd.
Clearance
= 16.2' T
o Bridge
July 2018
1
MANAGER
VDOT PROJECT
CONSTRUCTION
APPROVAL FOR
RECOMMENDED FOR
ENGINEER
DISTRICT CONSTRUCTION
10064-M06-028
PROPOSED BRIDGE WIDENING ON
REVISIONS
For Table of Revisions,
see Sheet 2.
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
No. Description Date
COORDINATED:
SUPERVISED:
DESIGNED:
DRAWN:
CHECKED:
PLANS BY:
DESIGN EXCEPTION(S):
Approved:
c
Recommended for Approval:
_ _ _ _ _ _ _ _ _ _Date:
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
Date
Date
2018, Commonwealth of Virginia Sheet 1 of
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:
64
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............2018, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
7/13/2018
PHJ
MCV 2 of 2
264
6 eq. spa
Existing girders (to remain)
1'-8"
1'-3"
Face of curb
Existing - to be demolished
LOOKING UPSTATION
TRANSVERSE SECTION
Scale: ‰" = 1'-0"
6 eq. spa
Existing girders (to remain)
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
FOR CONSTRUCTION OF BRIDGE
THESE PLANS NOT TO BE USED
PRELIMINARY PLANS
TRANSVERSE SECTION
I-64 OVER BAYVIEW BLVD
finished grade
Point of
F-shape parapet, typ.
New girders
* Dimensions obtained from survey files. Design-builder to verify.
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
DISTRICT CONSTRUCTION
10064-M06-028
PROPOSED BRIDGE WIDENING ON
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
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:
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
Match existing grade
CITY OF NORFOLK
I-64 OVER MASON CREEK
PROPOSED BRIDGE WIDENING ON
FOR CONSTRUCTION OF BRIDGE
THESE PLANS NOT TO BE USED
PRELIMINARY PLANS
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:
4
EBL Sta. 817+02.98
End of slab
Beginning of bridge
Span a
64'-1"
Constr. jt.
Potential soundwall
None
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 204-16.
Bridge No. of existing bridges are 2896 (EB) and 2895 (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).
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
* Dimensions obtained from survey files. Design-builder to verify.
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
PIER 7 PIER 8 PIER 9 PIER 10 PIER 11 PIER 12 PIER 13 PIER 14
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
Match existing grade
LBDEVELOPED SECTION ALONG CONSTRUCTION
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
FOR CONSTRUCTION OF BRIDGE
THESE PLANS NOT TO BE USED
PRELIMINARY PLANS
EMT
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............2011, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
7/12/2018
204-16A
ADM
EMT
64 0064-M06-028
* Dimensions obtained from survey files. Design-builder to verify.
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.
Match existing grade
LBDEVELOPED SECTION ALONG CONSTRUCTION
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
FOR CONSTRUCTION OF BRIDGE
THESE PLANS NOT TO BE USED
PRELIMINARY PLANS
Potential soundwall
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............2011, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
7/12/2018
204-16AScale: ‰" = 1'-0"
ADM
EMT
64 0064-M06-028
LOOKING UPSTATION
TRANSVERSE SECTION
Existing - to be demolished
LB LB
Face of curb1'-8"
Face of curb
1'-8"
Face of curb
1'-8" Face of curb 1'-8"
New girders
3 eq. spa. 5 eq. spa. 2 eq. spa.
New girdersExisting girders (to remain)New girders
3 eq. spa. 6 eq. spa. 2 eq. spa.
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
FOR CONSTRUCTION OF BRIDGE
THESE PLANS NOT TO BE USED
PRELIMINARY PLANS
MCV
Widening Widening
soundwall
Potential
B - Widening 14'-2ƒ"*
A - Widening 21'-0†"*
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............2011, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
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.
Existing profile along
LB
I-64 EBL Constr.LB
I-64 WBL Constr.LB
Approach slabApproach slab
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
Match existing grade
vert. clr.
16'-6" min
Fix FixExp. Exp.
Varie
s
Varie
s
= 89 -44'-29" Lt.
PI Sta. TBD New Gate Rd Constr.
POC Sta. 835+10.51 I-64 EBL Constr.
= 90 -07'-07" Lt.
PI Sta. TBD New Gate Rd Constr.
POC Sta. 835+47.66 I-64 EBL Constr.
EBL Dimensioned, WBL similar
Scale: 1" = 20' unless otherwise noted
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
Face of curb Face of curb
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.
The existing structure is designated a Type B structure in accord-
Plan No. is 204-17.
Bridge No. of existing EB bridge 2890; WB bridge is 2889.
and construction methods.
Design loading includes 20 psf allowance for construction tolerances
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)
Span layout: 79'-7•" - 79'-7•"
Width: 65'-7" face-to-face of curb.
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:
0.46 MI. E BAYVIEW BLVD.NORFOLK, VA
I-64 OVER NEW GATE ROADPROPOSED BRIDGE WIDENING ON
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
Date
Date
2018, Commonwealth of Virginia Sheet 1 of 1
7/12/2018
Developer
Chief Engineer
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
and Scour Code:
FHWA Construction
VA.
STATE
UPC No. 110577
Federal Structure No.
Federal Stewardship and Oversight Code: FO
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:
FOR CONSTRUCTION
THESE PLANS NOT TO BE USED
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
DISTRICT CONSTRUCTION
Phillip H. Jones
Jill R. Boxley
30'-
0"
36'-
0"
M. Chris Vaught
Consultant
Frank Fabian
James W. Long
July 2018
FOR CONSTRUCTION OF BRIDGE
THESE PLANS NOT TO BE USED
PRELIMINARY PLANS
1
PLAN
ELEVATIONCITY OF NORFOLK
I-64 (EB) OVER GRANBY STREET
PROPOSED BRIDGE WIDENING ON
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"
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:
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:
Existing dimensions obtained from survey files. Design-builder to verify.
ance with Sec. 411.
The existing structure is designated a Type B structure in accord-
Plan No. is 155-01 and 155-01A.
Bridge No. of existing bridge is 2876 (EB).
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:
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
Match existing grade
66'-
0''
1'-
8''
1'-
8''
typ.
Approach slab
pavement
Edge ofpavement
Edge of
Ao
= 43 -36'-59"
PI TBD Granby St. SB Constr.
POC Sta. 864+26.32 I-64 EBL Constr.
Bo
= 45 -43'-53"
PI TBD Granby St. NB Constr.
POC Sta. 864+83.75 I-64 EBL 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
DISTRICT CONSTRUCTION
10064-M06-028
PROPOSED BRIDGE WIDENING ON
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
Granby
St (E
B)
GP
E.d
gn
(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:
64
2
30'-0" 36'-0" 1'-8"1'-8"
Scale: ‰" = 1'-0"
LOOKING UPSTATION
TRANSVERSE SECTION
Face of curbFace of curb
GRANBY ST. (EB)
TRANSVERSE SECTION
Variesspacing varies
Existing girders (to remain)
spacing varies
2 new girdersVaries
66'-0"
July 2018
Existing - to be demolished
Proposed widening
14'-8"I-64 EB LB
115-01A 2 of 2MCV
F-shape typ.
grade
Point of finished
6.25%
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............2018, Commonwealth of Virginiac
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
STRUCTURAL ENGINEER
RICHMOND, VA
RK&K
Granby
St (E
B)T
ypic
al.dgn
64
PRELIMINARY PLANS
FOR CONSTRUCTION OF BRIDGE
THESE PLANS NOT TO BE USED
6464
JRB
PHJ
PLAN
TRANSVERSE SECTION
DEVELOPED SECTION ALONG CONSTR. BL
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
POC Sta. 874+54.80 I-64 EBL Constr.
PI Sta. TBD I-564 WBL Constr.
Bo
POC Sta. 875+22.03 I-64 EBL Constr.
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.
Existing profile along
Fix Exp. Fix Exp.Fix Exp.Fix
Exp.
Scale: 1" = 30' unless otherwise noted
Scale: ‰" = 1'-0"
1'-8" 1'-8"58'-0"
22'-0" 36'-0"
Varies Varies
Varies
LB
Point of finished grade
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
THESE PLANS NOT TO BE USED
PRELIMINARY PLANS
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:
MANAGER
VDOT PROJECT
CONSTRUCTION
APPROVAL FOR
RECOMMENDED FOR
ENGINEER
DISTRICT CONSTRUCTION
155-02A
0064-M06-028
None
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:
1.05 MI. W TIDEWATER DRNORFOLK, VA
I-64 OVER I-564PROPOSED BRIDGE WIDENING ON
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
Date
Date
2018, Commonwealth of Virginia Sheet 1 of 1
7/13/2018
Developer
Chief Engineer
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
and Scour Code:
FHWA Construction
VA.
STATE
UPC No. 110577
Federal Structure No.
Federal Stewardship and Oversight Code: FO
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.
The existing structure is designated a Type B structure in accord-
Bridge No. of existing bridge 2873. Plan No. is 155-02.
and construction methods.
Design loading includes 20 psf allowance for construction tolerances
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)
Span layout: 84'-5†" - 135'-5„" - 121'-1‡" - 117'-1…"
Width: 58'-0" face-to-face of curb.
PLAN
TRANSVERSE SECTION
DEVELOPED SECTION ALONG CONSTR. BL
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
Approach slabApproach slab
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.
Existing profile along
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.
POC Sta. 881+41.09 I-64 EBL Constr.
B
= 77 -56'-42" Lt.
PI TBD Little Creek Rd EB Constr.
POC Sta. 881+90.14 I-64 EBL Constr.
64
X231-SN
Scale: 1" = 20' unless otherwise noted
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"
Point of finished grade
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
DISTRICT CONSTRUCTION
FOR CONSTRUCTION
THESE PLANS NOT TO BE USED
PRELIMINARY PLANS
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:
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:
0.9 MI. W TIDEWATER DRNORFOLK, VA
I-64 OVER LITTLE CREEK ROADPROPOSED BRIDGE WIDENING ON
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
Date
Date
2018, Commonwealth of Virginia Sheet 1 of 1
7/13/2018
Developer
Chief Engineer
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
and Scour Code:
FHWA Construction
VA.
STATE
UPC No. 110577
Federal Structure No.
Federal Stewardship and Oversight Code: FO
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.
The existing structure is designated a Type B structure in accord-
Bridge No. of existing bridge is 2867. Plan No. is 209-05.
and construction methods.
Design loading includes 20 psf allowance for construction tolerances
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)
Span layout: 46'-7" - 53'-10" - 53'-10" - 35'-9"
Width: 83'-0" face-to-face of curb.
Recommended