Approved:

c

Recommended for Approval:

District Project Development Engineer

Date:

District Administrator

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

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

Date

Date

OVER HAWKSBILL CREEK

FOR CONSTRUCTION OF BRIDGE

THESE PLANS NOT TO BE USED

PRELIMINARY PLANS

REVISIONS

For Table of Revisions,

see Sheet 2.

No. Description Date

Ahmad W. Faqiri

Heather B. Jones

Consultant

COORDINATED:

SUPERVISED:

DESIGNED:

DRAWN:

CHECKED:

PLANS BY:

STRUCTURAL ENGINEER

CHANTILLY, VA

PENNONI ASSOCIATES, INC.

Heather B. Jones

PROPOSED BRIDGE REPLACEMENT OF

RTE. 211 BUSINESS (WEST MAIN STREET)

_ _ _ _ _ _ _ _ _ _ 2014, Commonwealth of Virginia

GENERAL NOTES:

DESIGN EXCEPTION:

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:

1’-

2"

17’-

0"

HA

WKS

BIL

L

CREE

K

Approach Slab Typ.

112’-4"

To S. Hawksbill St.

46’-

0"

6’-

0"

17’-

0"

6’-

0"

1’-

2"

Edge of stream

Sheet 1 of 3

Sleeper Pad Typ.

typ.sidewallk curbFace of

rail typ.Face of

Finished grade

Exp.

LC

Exp.

112’-4"

Const. West Main Street

Existing profile on

ABUTMENT A

ABUTMENT B

Sleeper slab typ.

DEVELOPED SECTION ALONG CONSTRUCTION LB

LC

Exp.

reinforced concrete wall

Existing extended

2’-5"7’-3"

8 �" min.

2% 2%

Face of sidewalk curb typ.

Sidewalk

6’-0"

Lane

12’-0"

Lane

12’-0" 5’-0"

ShoulderSidewalk

6’-0"1’-0"

5’-0"

Shoulder

48’-4"

1%

Face of rail typ.

1’-0"

3’-

6"

ty

p.

7’-3" 7’-3"2’-5"

7’-3"7’-3"7’-3"

1%

�" = 1’-0"Scale:

TRANSVERSE SECTION

SECTION A-A

West Main Street

on Const.

Existing profile

PAGE CO- 0.06 MI. from Route 340

PLAN

-8.57% +3.77%

Sta. 99+43.83Abutment AEnd of slab

Sta. 100+56.17Abutment BEnd of slab

Sta. 100+56.17Abutment BEnd of slab

Sta. 99+43.83Abutment AEnd of slab

V.C. = 328.27’C.G. Elev. 779.77C.G. Sta. -00+71.25

Scale: 1": 20’-0", unless otherwise noted.

Texas Rail Type T411, Type B typ.

BRIDGE NO. 1802 ON

040315

V:\

PR

OJ

EC

TS\

LU

RA

Y\

LU

RA

Y1401\

TS

&L\

DG

Ns\

GP

E.d

gn

Elev. 782.49

Elev. 781.40

LC

o27.22 typ.

LBConstr.

LC Bridge

LB

LC

Constr.

Bridge, PGL

22’-0"

typ.

water elev. 767.73

Ordinary high

Sewer manhole

A A

112’-4"

110’-0"

BearingLC

22’-0"

of contract

Ramp not part

Existing utilities to be reattached

Dipali R. Patel

33.5" Deep Steel Plate Girders

Approach

Road

way

40’-

0"

5’-

0"

Sid

ewalk

Sid

ewalk

5’-

0"

Legal ROW

elev. 732.88~

Top of rock

34’-0"

Semi-integral abutments

on micropile foundationsystem typ.

West Main StreetPOT Sta. 101+25.99

Legal ROW

Semi-integral abutments

on micropile foundationsystem typ.

proposed elev. 788.10

existing elev. 788.63

100 year flood

Existing sewer pipe

masonry wall typ.

Existing stone

No additional Right of Way or permanent easements may be acquired.

relocation, and striping plan.

See Conceptual Construction Plan for approach pavement, utilities

construction and before any materials are ordered or fabricated.

shall be check in the field by the contractor prior to any

All dimensions affected by the geometric of the existing structure

survey as a standard for all future work.

The Design Build Contractor shall use the base control circuit and

Department of Highway plaques on each end for the Town of Luray.

on the southeast corner of the existing bridge and the VDOT

The Design Build Contractor shall preserve the existing geodetic marker

of continuously hard rock.

The rock socket for micropiles shall be minimum of 10 feet consisting

National Bridge No. of existing bridge 1802.

Deformed reinforcing bars shall conform to ASTM A615, Grade 60.

be Corrosion Resistant Reinforcing Steel Class I.

Reinforcing steel in superstructure, in sidewalks, and in parapets shall

A4 and in substructure shall be Class A3.

Concrete in superstructure, in sidewalks, and in parapets shall be Class

plates shall be ASTM A709 Grade 36 and shall be painted.

407 of the Specifications. Structural steel in bearings and sole

A709 Grade 50W and shall be unpainted except as required by Section

All structural steel, except in bearings and sole plates, shall be ASTM

and shall be unpainted.

All structural steel, including bearings, shall be ASTM A709 Grade 50W

Design loading includes 25 psf allowance for future wearing surface.

documents.

Specifications and Special Provisions included in the contract

These plans are incomplete unless accompanied by the Supplemental

Bridge Standards, 2008.

Standards: Virginia Department of Transportation Road and

Edition, 2012; and VDOT Modifications.

Design: AASHTO LRFD Bridge Design Specifications, 6th

Bridge Specifications, 2007.

Construction: Virginia Department of Transportation Road and

Specifications:

Drainage area: 51.6 sq. mi.

Capacity: HL-93 loading.

Span layout: 112’-4" single span steel plate girder.

46’-0" face-to-face of rails.

Width: 6’-0" sidewalk, 34’-0" roadway, 6’-0" sidewalks. Overall width

To Broad St.

April 2015

COMMONWEALTH OF VIRGINIA

DEPARTMENT OF TRANSPORTATION

TOWN PROJ. 4-100-94000-8500-001

ROUTE

FEDERAL AID

PROJECT ROUTE

STATE SHEET

NO.

and Scour Code:

FHWA Construction

UPC No.

VA.

STATE

Federal Oversight Code:

NBIS Number:

1

XXXXX

211B XXXX-XXX-XXX, B1802

XO31-S7

1591802-00000000002257

N/A

-

PROJECT

None

Finished grade

elev. 767.19~

Top of rock

Approach slab typ.

VV VV

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

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

Checked: ............2013, 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

4/29/2015

XXXX

HBJ

HBJ

AWF

2

April 2015STRUCTURAL ENGINEER

CHANTILLY, VA

PENNONI ASSOCIATES, INC.

XXXX-XXX-XXX, B1802

2 of 3

Full Depth Pavement Removal

Mill and overlay

LEGEND

CONCEPTUAL CONSTRUCTION PLAN

NOTES:

Repair curb, gutter and sidewalk

HA

WKS

BIL

L

CREE

K

PAVEMENT PLAN

Scale : 1"=30’-0", unless otherwise noted.

1" = 10’-0"Scale:

Relocate light pole

Install approach inlet

Relocate light pole

Relocate valve

approach inlet

Install

Install ADA ramp

Install crosswalk

Relocate light pole

approach inlet

Install Install ADA ramp

Relocate light pole

APPROACH WORK

requirements.

conditions and modify as per VDOT

For signing and striping, restore existing

- approach lighting relocation.

crosswalks

- replacement of existing ADA ramps to

- replacement of existing crosswalks

- approach curb repair

- approach sidewalk repair

- full depth pavement replacement

- mill and overlay

items:

town, and other criterias for the following

designed in accordance to VDOT, AASHTO,

Limits shown are conceptual only and shall be

97+00 98+00 99+00 100+00 101+00

100+0099+00

101+00

Vo

gt

Pla

ce

So

uth

Ha

wksbill

Street

North

Ha

wksbill

Street

(Ro

ute 340

Busin

ess)

North

Broad

Street

(Route 211 Business)

West Main Street

160’-0"~

Bridge Limits

220’-0"~

Pavement Repair Limits

47’-0"~

Pavement

Repair LimitsSta. 97+02.76~Start of pavement repair

Sta. 101+31.60~End of pavement repair

So

uth

Broad

Street

Ruffner Plaza

VVV

V

VV V

V

V

V

V

VV