Plans - Pages 1 - 156.pdf

Robert G Reed

2012.03.07 11:22:12 -05'00'

A01a

INDEX TO SHEETS

Index To Sheets

REVISED

12/27/11

SHEET

NO

DESCRIPTION

A01 Title Sheet

A01a Index To Sheets

A02 Symbols and Abbreviations

A03 Location Map

A04 Survey Control

A05 Geometry Data

A06 Right of Way Data

A07 Revision Data

B01-B03 Typical Sections

C01-C10 Tabulation of Quantities & Summary of Quantities

D01-D05 Plans and Profiles

D06-D13 VCC, GLT Platform Details and Soil Stabilization Details

D14 Phase 1 (AAD VA 95 (1) & Phase 2 (Future) Plan and Details

E01-E02 Pavement Elevation Details

F01-F05 Drainage General Notes, Description, SD Profiles & DC Sand Filter Details

G01-G02 Sanitary Sewer General Notes & Plan and Profile

H01-H05 Photometric and Lighting Plans, Schedules

J01-J02 Conduit Layouts

K01-K10 MSE Wall Plans and Profiles

L01-L03 Over Height Vehicle Detector Details; DMS Sign Details; Gate Details

M01-M08 Erosion and Sediment Control Notes and Plans & Profiles; SWPPP; Riparian Revegetation

N01-N05 Temporary Traffic Control Notes and Plans

P01-P07 Pavement Marking and Signing Plans

R01 I-95 FBNA Ramp over Field Lark Branch (Index of Bridge B603 Dwgs)

R02-R25 Structure Plan & Details- Field Lark Branch

R26-R100 Not Used

R101 I-95 FBNA Ramp over I-95 (Index of Bridge B602 Drawings)

R102-R131D Structure Plan and Details I-95

R132-R154 Engineering Geology Sheets

R155 Suggested Construction Sequence-Bridge B602

S01-S02 VDOT R&B Standards and U.S. Customary Details-Table of Contents

S03-S74 VDOT R&B Standards and U.S. Customary Details

T01-T46 Roadway Cross Sections

W01-W06 Water Relocation Plan & General Notes

A01a

INDEX TO SHEETS

Index To Sheets

REVISED

12/27/11

SHEET

NO

DESCRIPTION

A01 Title Sheet

A01a Index To Sheets

A02 Symbols and Abbreviations

A03 Location Map

A04 Survey Control

A05 Geometry Data

A06 Right of Way Data

A07 Revision Data

B01-B03 Typical Sections

C01-C10 Tabulation of Quantities & Summary of Quantities

D01-D05 Plans and Profiles

D06-D13 VCC, GLT Platform Details and Soil Stabilization Details

D14 Phase 1 (AAD VA 95 (1) & Phase 2 (Future) Plan and Details

E01-E02 Pavement Elevation Details

F01-F05 Drainage General Notes, Description, SD Profiles & DC Sand Filter Details

G01-G02 Sanitary Sewer General Notes & Plan and Profile

H01-H05 Photometric and Lighting Plans, Schedules

J01-J02 Conduit Layouts

K01-K10 MSE Wall Plans and Profiles

L01-L03 Over Height Vehicle Detector Details; DMS Sign Details; Gate Details

M01-M08 Erosion and Sediment Control Notes and Plans & Profiles; SWPPP; Riparian Revegetation

N01-N05 Temporary Traffic Control Notes and Plans

P01-P07 Pavement Marking and Signing Plans

R01 I-95 FBNA Ramp over Field Lark Branch (Index of Bridge B603 Dwgs)

R02-R25 Structure Plan & Details- Field Lark Branch

R26-R100 Not Used

R101 I-95 FBNA Ramp over I-95 (Index of Bridge B602 Drawings)

R102-R131D Structure Plan and Details I-95

R132-R154 Engineering Geology Sheets

R155 Suggested Construction Sequence-Bridge B602

S01-S02 VDOT R&B Standards and U.S. Customary Details-Table of Contents

S03-S74 VDOT R&B Standards and U.S. Customary Details

T01-T46 Roadway Cross Sections

W01-W06 Water Relocation Plan & General Notes

/7

/2

:3

:3

A

M I:

\6

I -9

D

A R t o

E P

G \R o a d w a y

\S h e e ts

\A -G e n e ra l\ A

A -A

A D

V A

(1

IN

D

X .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE

TOTAL

SHEETS

VA

I-95 RAMP FROM FBNA

By Resolution of Commonwealth Transportation Board dated July 14, 2010.LIMITED ACCESS HIGHWAY

SHEET

NO.

AAD-VA 95(1)

FHWA PROJECT VDOT PROJECT

0095-029-888, RW201

R/W R/W

R/W R/W

P/E C/E

No Symbol

TB or TP

P P or

UD UD

W W

P/E C/E

No Symbol

TB or TP

P P or

UD UD

W W

FOUND

36 31

6 1

36 31

6 1

No Symbol

No Symbol

FOUND

36 31

6 1

36 31

6 1

400 No Symbol x 99.9

T-45

2,645.9

T-3 x 99.9

T-45

2,645.9

T-3

26 25 69426 25 694 c

Abutment Abut.

Aggregate aggr.

Ahead AH

Alternate alt.

Average daily traffic ADT

LAKE, POND or RESERVOIR; MARSHLAND

SLOPE STAKE

INTERSTATE U.S. STATE

AREA PATTERN

TREELINE; TREE

BUILDING

UNDERDRAIN

BOX CULVERT

BRIDGE

STREET LIGHT

TELEPHONE BOOTH or PEDESTAL

SUPPORT POLE with ANCHOR

SIGNS

PORTABLE

POST MOUNTED

GUARDRAIL

CATTLEGUARD

GATE with FENCE

FENCE

MATERIAL SOURCE

NORTH ARROW

wall facewall face

TB or TP or

P/LP/L

MEDIAN & SIDE (CONCRETE) BARRIER

NATIONAL PARK or

FOREST BOUNDARY

116 SECTION LINE

14 SECTION LINE

SECTION LINE

COUNTY BOUNDARY

CITY BOUNDARYCITY BOUNDARY

NATIONAL BOUNDARY

STATE BOUNDARY

TOWNSHIP or RANGE LINE

PROPERTY LINE

BRASS CAP

STEEL PIN

TRAVERSE POINT (Horizontal & Vertical)

Top of Triangle Points North

TRAVERSE POINT (Horizontal)

COORDINATE GRID TICK

SPOT ELEVATION

HUB & TACK

BORING LOCATION

RIPRAP/CULVERT RIPRAP

CHECK DAM

DIVERSION BERM

SILT FENCE

SECTION CORNER

14 SECTION CORNER

116 SECTION

PROPERTY CORNER

PARCEL NUMBER

EASEMENT (Permanent - Construction)

ROUTE NUMBERS

RIGHT-OF-WAY LINE

RIGHT-OF-WAY LINE

with MONUMENT

TOP OF CUT

TOE OF FILL

TRANSITION

SINGLE TRACK

ROADWAY, EXISTING

INTERMITTENT DRAINAGE/ SMALL CREEK

SPRING

LARGE CREEK/RIVER

RAILROAD

TRAIL

MULTIPLE TRACK

N

OVERHEAD(POWER POLE) UTILITIES

P=Electrical for transmission line

E=Electrical for distribution line

T=Telephone, P&T=Joint Electrical and Telephone

FO=Fibre optics

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:-

DIVERSION CHANNEL

TEST PIT

B-1

TP-1

SFDB

EOP

EOG

STORMDRAIN

CULVERT with DROP INLET

PIPE CULVERT with HEADWALL

PIPE CULVERT with END SECTION

PIPE CULVERT (arrow shows flow)

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDP/LP/LP/L

PROPERTY LINE

TEMPORARY CONSTRUCTION EASEMENT

ROADWAY CURB (TYPE CG-6) WITH GUTTER

ROADWAY CURB (TYPE CG-3) WITHOUT GUTTER

A02

P/EPERMANENT EASEMENT (LIMITED ACCESS LINE)

P/E

IPINLET PROTECTION

East E

Edge of pavement EP or EOP

Elevation elev.

Elevation with number El. 94.16 or [El.94]

Embankment emb.

End section ES

Equation EQ or eq.

Excavation exc.

Expansion joint exp. jt.

Engineer Proving Ground EPG STORM SEWER

SSSS

UNDERGROUND UTILITIES

G=gas, O=oil, P=power, SA=sanitary sewer, SS=storm sewer, T=telephone, W=water E=electrical, FO=fibre optics, TEMPORARY DIVERSION DIKE

STORM DRAIN MANHOLE (MH-1)

Symbols And Abbreviations

Headwall hdwl.

Hexagon hex.

High water HW

Joint jt.

Inside diameter ID

Design hourly volume DHV

Design speed V

Diagonal diag.

Diameter D, dia., or

Diaphragm diaph.

Distance dist.

District of Columbia

Department of Transportation DDOT

Drawing(s) dwg(s), or drwg(s)

Drop Inlet DI

Mainline M.L.

Material matl.

Maximum max.

Mile[Kilometer] post M.P[K.P.]

Minimum min.

Monument mon. or MON

Mechanically stabilized MSE embankment

Original ground OG

Out to out o. to o.

Outside diameter OD

On centers o. c.

Tangent distance T

(tangent length)

Tangent distance Ts

(spiral curve transition)

Temporary benchmark TBM

Temporary construction TCE easement

Thread thd.

Township T.

Typical typ.

Centerline

Center to center cc, c-c or c. to c.

Centers ctrs.

Clear clr.

Column col.

Connection conn.

Construction Constr.

Construction joint Constr. jt.

Continuous cont.

Corrugated metal pipe CMP

Culvert culv.

Curve central angle

(spiral curve transitions)

Curve total angle

(curve delta or deflection)

Latitude lat.

Left lt., Lt. or LT

Length of curve(simple curve) L

Length of curve Lc

(spiral curve transition)

Length of spiral Ls

Limited Access L/A

Longitudinal(longitude) long.

Low water LW

MECHANICALLY STABILIZED EMBANKMENT (MSE) WALL

Galvanized galv.

Gage(gauge) ga.

Geosynthetic-Reinforced-Aggregate

Load Transfer Platform GLT Platform

Pavement pvmt.

Photo monument PHT

Plate pl.

Point of compound curve PCC

Point of curve PC

Point of curve to spiral PCS or CS

Point of intersection PI

Point of spiral to curve PSC or SC

Point of spiral to reverse SRS spiral

Point of spiral to tangent PST or ST

Point of tangent PT

Point of tangent to spiral PS or TS

Point on curve POC

Point on spiral POS

Point on tangent POT

Profile Grade Line PGL

Radius R

Range R.

Reinforced Conc. Structural Slab RCS Slab

Reinforcement (reinforced) reinf.

Required reqd.

Roads and Bridge Standard R&B Std.

Right Rt., rt.or RT

Right-of-way R/W

Roadway Rdwy.

Route Rte.

Normal crown NC or NCR

Not In Contract NIC

North N

Vibro-Concrete Column(s) VCC(s)

Virginia Department of Trans. VDOT

Vehicle per hour vph

Vertical point of intersection VPI

West W

Unless Noted Otherwise UNO

Section Sec.

South S

Spacing, spaces or spaced spa.

Spiral central angle s

Standard St’d.

Station Sta.

Stiffener stiff.

Stringer stgr.

Structure struc.

Super elevation rate e

Support of Excavation SOE

Symmetrical sym.

SELECT GRANULAR BACKFILL

CONCRETE

GEOFOAM LIGHTWEIGHT FILL MATERIAL

GEOSYNTHETIC-REINFORCED-AGGREGATE

LOAD TRANSFER (GLT) PLATFORM

Back BK

Baseline B

Balance point BP

Bearing brg.

Begining beg.

Bench mark BM

L

Flared End Section F.E.S

Feet Ft.

Finish Fin.

Flange Flg.

Footing ftg.

Fort Belvoir North Area FBNA

OVER EXCAVATION

/7

/2

:3

:3

A

M I:

\6

I -9

D

A R t o

E P

G \R o a d w a y

\S h e e ts

\A -G e n e ra l\ A

-A A

D V

A

(1

S

Y M

.d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE

TOTAL

SHEETS

VA

I-95 RAMP FROM FBNA

SHEET

NO.

AAD-VA 95(1)

FHWA PROJECT VDOT PROJECT

0095-029-888, RW201

R/W

R/W

P/E

No Symbol

TB or TP

P or

UD

W

P/E

No Symbol

TB or TP

P or

UD

W

FOUND

36 31

6 1

No Symbol

FOUND

36 31

6 1

No Symbol

P/L

P/E

SS

/7

/2

:3

:5

A

M I:

\6 I

-9 D

A R t o E

P G

\R o a d w a y \S h e e ts

\A -G e n e ra l\ A

-A

A D

V A

(1

L

O C

.d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE

TOTAL

SHEETS

VA

I-95 RAMP FROM FBNA

SHEET

NO.

AAD-VA 95(1)

FHWA PROJECT VDOT PROJECT

0095-029-888, RW201

B ra n c h

L ar k

C reek

Barkers

Crossroads

L o n g

F ie ld

S p r in g f ie ld

L e e

Lee

Mt. Vernon

HOOES

L O

IS

L O

IS

D

A L

E R

O A

D

R O

L L

IN

G

R O

A D

B E

D

R D

14+00

18+00

19+00

20+00

26+00

+50

+50

+50

+50

+50

H E L L E R

R O

A D

BARTA ROAD

I-9 S

B R

A M

P

S R

-7

F A

IR

F A

X C

O . P

K W

Y

S 67%%d 26’ 54" E

N 70%%d 38’ 0 9.5" E

V

ISITO

R

LO

T EX

IT

E A

S T

M A

IN

R

O A

D

MAIN ENTRANCE ROAD

G A

R A

G E A

C C E

SS R

O A

D

G A

R A

G E A

C C E

SS R

O A

D v v

ATRIUM

S O

U T

H M

A

IN

R O

A D

SERVIC

E R

OAD ’B

FIR

E A

C C E

SS R

O A

D

F

IR

E A

C C

E S S R

O A

D

F

IR

E A

C C

E S S R

O A

D h c

NORTH EXIT ROAD

FIR

E A

C C E

SS R

O A

D

E A

S T

M A

IN

R

O A

D

V

IS

IT

O

R S A

C C

E S S R

O A

D

NORTH ENTRANCE ROAD

N O

RTH

E

N

TRA

N

CE R

O A

D

S O

U T

H M

A

IN

R O

A D

S E

R V

IC

E

R O

A D

A

FIRE ACCESS ROAD

FIRE ACCESS ROAD

SOUTH

MAIN

ROAD

PEDESTRIAN

ACCESS

"BFR"

AREA

N 70%%d 38’ 0 9.5" E

S 82%%d 48’ 17.1" E

N O

R T

H B

O U

N D

S L

R

S O

U T

H B

O U

N D

S L

R

S 82%%d 48’ 17.1" E

10’ Shared Use Path

B -693

B -6

R etaining W all

D -79

D -8

B -6

D -9

D -117

D -2

D -3

D -119

P r o p . R

/W

R etain in g

W all

34’+20.99

R

10’ Shared Use Path

16’

.4

R 50’

(2

FORT BELVOIR

B A

R T

A R

O A

D

B A

R

TA

R O

A D

FUTURE FAIRFAX CO. PKWY

NORTH AREA

I-95FBNARAM

P

B A

C K

L

IC

K

14+00

18+00

19+00

20+00

26+00

+50

+50

+50

+50

+50

N 70%%d 38’ 0 9.5" E

V

ISITO

R

LO

T EX

IT

E A

S T

M A

IN

R

O A

D

MAIN ENTRANCE ROAD

G A

R A

G E A

C C E

SS R

O A

D

G A

R A

G E A

C C E

SS R

O A

D v v

ATRIUM

S O

U T

H M

A

IN

R O

A D

SERVIC

E R

OAD ’B

FIR

E A

C C E

SS R

O A

D

F

IR

E A

C C

E S S R

O A

D

F

IR

E A

C C

E S S R

O A

D h c

NORTH EXIT ROAD

FIR

E A

C C E

SS R

O A

D

E A

S T

M A

IN

R

O A

D

V

IS

IT

O

R S A

C C

E S S R

O A

D

NORTH ENTRANCE ROAD

N O

RTH

E

N

TRA

N

CE R

O A

D

S O

U T

H M

A

IN

R O

A D

S E

R V

IC

E

R O

A D

A

FIRE ACCESS ROAD

FIRE ACCESS ROAD

SOUTH

MAIN

ROAD

PEDESTRIAN

ACCESS

"BFR"

AREA

N 70%%d 38’ 0 9.5" E

S 82%%d 48’ 17.1" E

N O

R T

H B

O U

N D

S L

R

S O

U T

H B

O U

N D

S L

R

S 82%%d 48’ 17.1" E

10’ Shared Use Path

B -693

B -6

R etaining W all

D -79

D -8

B -6

D -9

D -117

D -2

D -3

D -119

P r o p . R

/W

R etain in g

W all

34’+20.99

R

10’ Shared Use Path

16’

.4

R 50’

(2

N

0 4040

SCALE IN MILES

Richmond

Arlington

Charlottesville

Front

Royal

KEY MAP

STATE OF VIRGINIA

N

AAD-VA 95 (1)

BEGIN PROJECT

AAD-VA 95 (1)

Sta. 601+49.00

SCALE IN FEET

0 1000 2000

A03

END PROJECT

Location Map

Sta. 613+22.63

I-95 RAMP FROM FBNA

I-95 RAMP FROM FBNA

B-603

B-602

(FBNA)

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

N N

N

N

Bench Mark

Traverse Point: 100002

Description: Iron Rod and Cap

North: 6,958,825.2208

East: 11,857,619.8699

Elevation: 216.71

Bench Mark

Traverse Point: 100003

Description: Iron Rod and Cap

North: 6,959,077.9033

East: 11,857,174.9193

Elevation: 210.23

Bench Mark

Traverse Point: 100006

Description: Iron Rod and Cap

North: 6,958,892.1992

East: 11,856,760.8473

Elevation: 199.71

Bench Mark

Traverse Point: 100009

Description: Iron Rod and Cap

North: 6,958,526.2603

East: 11,857,546.5154

Elevation: 212.39

A04

Survey Control

I-95 RAMP FROM FBNA

Underground Utilities (water) Test Hole Information

Utility Owner List

Type of Utility Utility Owner Contact Name Contact Phone

Fibreoptics AT&T Gary Wigfield 301-874-1180

Fibreoptics Qwest Jeri Mitchell 703-464-7539

Electric Dominion Robert Terry 703-375-5966

Telephone Verizon R. Todd Lawson 703-390-3415

Gas WGL Carlos Guzman 703-750-4745

Water Fairfax County Michael Jenkins 703-289-6358

Plan

Sheet

Test

Hole

Distance

(Feet)

Station

Roadway Northing Easting Owner Type of Facility Elev.

(Feet)-Top Type of

Material

Conflict

(Yes/No) Remarks

Utility

Adjustment

D04 #1 30.02 LT. 609+58.62 6958706.905 11857547.60 Fairfax County 8 Inch Water line 210.06 Cast Iron Yes Proposed embankment would require existing utility to be installed in Casing Yes

D04 #2 8.58 RT. 609+63.85 6958669.324 11857537.37 Fairfax County 8 Inch Water line 209.68 Cast Iron Yes Proposed embankment would require existing utility to be installed in Casing Yes

D04 #3 50.69 RT. 609+70.54 6958627.859 11857527.38 Fairfax County 8 Inch Water line 209.40 Cast Iron Yes Proposed embankment would require existing utility to be installed in Casing Yes

Notes

1. The horizontal control values depicted on this plan are referenced to the Virginia

State Plane Coordinate System NAD83, North Zone.

2. The vertical control values depicted on this plan are referenced to NAVD88.

3. All referenced project values are expressed in feet.

/7

/2

:3

:2

A

M I:

\6

I -9

D

A R t o

E P

G \R o a d w a y

\S h e e ts

\A -G e n e ra l\ A

-A A

D V

A

(1

S

U R

.d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE

TOTAL

SHEETS

VA 309

SHEET

NO.

AAD-VA 95(1)

FHWA PROJECT VDOT PROJECT

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

2012.03.07 11:22:47 -05'00'

PRELIMINARY

RIGHT OF WAY DATA SHEET

LANDOWNER

TOTAL FEE TAKING FEE REMAINDER

AREA

PERMANENT TEMPORARY PROFFERS

YES / NO

UTILITY

EASEMENTS

SHEET

NO.

PARCEL

NO.

HECTARES/

OR

SQ. METERS

PRESCRIPTIVE

R/W

HECTARES/

OR

SQ.METERS

ACRES OR

SQ. FEET

HECTARES/

OR

SQ.METERS

HECTARES/

OR

SQ.METERS

HECTARES/

OR

SQ.METERS

HECTARES/

OR

SQ.METERS

------D1,D4 - - - - NO

A06

SQ. FEET SQ. FEETACRES ACRES

5.9652.750

ACRES SQ. FEET

002 ------- - - - NO

----6039.43D4 ---

Right of Way Data

Commonwealth of VA, VDOT (Aerial L/A)

Fairfax Property Management Corporation 8.715 16952.68*

* Proposed Acquisition Area (2622.16 SQFT/0.060 Ac.) is also included

REVISED

12/27/11

VA

988.68

02/07/12

------- - - - NO-----101 D1Fairfax Property Management Corporation - 3871.80

02/23/12 /7

/2

:3

:4

A

M I:

\6 I

-9 D

A R t o E

P G

\R o a d w a y \S h e e ts

\A -G e n e ra l\ A

-A

A D

V A

(1

R

O W

.d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE

TOTAL

SHEETS

VA

I-95 RAMP FROM FBNA

SHEET

NO.

AAD-VA 95(1)

REVISION DATA SHEET

Revision Data

REVISED

12/27/11 A07

No.1Project AAD-VA 95(1)

Note: Right Of Way Plans Approved October 05, 2011

Date: December 27, 2011

This revision was made in accordance with request by

Sid Siddiqui (VDOT) and Gary Farell (VDOT) in an E-mail dated December 21, 2011 with comments.

Sheet No: D04

Sheet No: A06

Updated plan sheet to show "Proposed Acquisition Line" and corresponding labels to include the Acquistion Area for "Parcel 001".

Updated plan sheet (s) to show "Proposed Acquistion

Line".

Sheet Nos: D08, D09, J02, M03, N04

Sheet No: A01a

Added a Sheet for "Revision Data".

Added Note "Proposed Acquisition Area

(2622.16 SQFT/0.060 Ac.) is also included" on the bottom of the sheet

No.2Project AAD-VA 95(1)Date: February 07, 2012

Sheet No: D04

Sheet No: A06

Modified "Permanent Utility Easement Area"

From 2300.28 SQFT to 988.68 SQFT

Note: Revision No. 1 for ROW Plans Approved January 06, 2012

Updated plan sheet to modify Permanent Utility

Easement Area for Dominion Virginia Power.

Updated plan sheet to delete Permanent Utility

Easement Area for Cox and Verizon.

This revision was made in accordance with request by

Sid Siddiqui (VDOT) and Gary Farell (VDOT) in an E-mail dated February 02 , 2012 with comments.

02/07/12

No.3Project AAD-VA 95(1)

Sheet No: D01

Sheet No: A06

Date: February 23, 2012

Note: Revision No. 2 for ROW Plans Approved February 14, 2012

This revision was made in accordance with request by

Sid Siddiqui (VDOT) and Gary Farell (VDOT) in an E-mail dated February 21, 2012 with comments.

02/23/12

Added Temporary Construction Easement (TCE) to provide for demolition of Structure D-1.

Added parcel number 101 showing Temporary Construction

Easement with area equal to 3871.80 SQFT.

/7

/2

:3

:4

A

M I:

\6 I

-9 D

A R t o E

P G

\R o a d w a y \S h e e ts

\A -G e n e ra l\ A

-A

A D

V A

(1

R

E V

.d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE

TOTAL

SHEETS

VA

I-95 RAMP FROM FBNA

SHEET

NO.

AAD-VA 95(1)

2012.01.11 13:24:40 -05'00'

Digitally signed by David A Schoenwolf Date: 2012.01.11 13:52:54 -05'00'

2012.01.11 13:25:09 -05'00'

Digitally signed by David A

Date: 2012.01.11 13:51:58 -05'00'

2012.01.11 13:25:33 -05'00'

Digitally signed by David A

Date: 2012.01.11 13:50:42 -05'00'

Tabulation Of Quantities

C01

Õ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝‚

‡ PLAN SHEET SECTION -------->>‡Roadway &‡Bridge ‡Bridge ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ESTIMATED QUANTITIES ‡

‡ ‡ Others ‡Over I-95‡Over FLB ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡------------------------‡

‡˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜‡ ‡ (B602) ‡(B603) ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ BID ‡

‡ ITEM ‡ DESCRIPTION ‡ UNIT ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ PLAN ‡ SCHEDULE ‡

‡15101-0000‡MOBILIZATION ‡ LPSM ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ALL ‡ ALL ‡

‡15214-0000‡SURVEY AND STAKING, MISCELLANEOUS ‡ LPSM ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ALL ‡ ALL ‡

‡15401-0000‡CONTRACTOR TESTING ‡ LPSM ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ALL ‡ ALL ‡

‡15501-0000‡CONSTRUCTION SCHEDULE ‡ LPSM ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ALL ‡ ALL ‡

‡15703-1000‡SOIL EROSION CONTROL, SOIL STABILIZATION (VDOT R&B ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡ STD EC-3, TYPE C) ‡ ACRE ‡ 0.08 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 0.08 ‡ 0.08 ‡

‡15705-0100‡SOIL EROSION CONTROL, SILT FENCE (VDOT R&B STD ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡EC-5) ‡ LNFT ‡ 3824 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 3824 ‡ 4,000 ‡

‡15705-1800‡SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡(VDOT R&B STD EC-9) ‡ LNFT ‡ 191 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 191 ‡ 200 ‡

‡15706-0200‡SOIL EROSION CONTROL, CHECK DAM (VDOT R&B STD ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡EC-4, TYPE II) ‡ EACH ‡ 3 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 3 ‡ 3 ‡

‡15706-0700‡SOIL EROSION CONTROL, SILT CONTROL GATE, TYPE 1 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡(VDOT R&B STD EC-7) ‡ EACH ‡ 1 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 1 ‡ 1 ‡

‡15706-1000‡SOIL EROSION CONTROL, INLET PROTECTION (VDOT R&B ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡STD EC-6) ‡ EACH ‡ 12 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 12 ‡ 12 ‡

‡15706-1600‡SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡ENTRANCE (VDOT R&B STD EC-11) ‡ EACH ‡ 4 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 4 ‡ 4 ‡

‡15706-1800‡SOIL EROSION CONTROL, TEMPORARY STONE OUTLET ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡STRUCTURE (VDOT R&B STD EC-14) ‡ EACH ‡ 1 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 1 ‡ 1 ‡

‡20101-0000‡CLEARING AND GRUBBING ‡ ACRE ‡ 1 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 1 ‡ 1 ‡

‡20302-0300‡REMOVAL OF CURB AND GUTTER, CONCRETE ‡ LNFT ‡ 24 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 24 ‡ 24 ‡

‡20302-0700‡REMOVAL OF FENCE ‡ LNFT ‡ 350 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 350 ‡ 350 ‡

‡20302-1200‡REMOVAL OF GUARDRAIL ‡ LNFT ‡ 100 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 100 ‡ 100 ‡

‡20302-1300‡REMOVAL OF GUARDRAIL, CONCRETE BARRIER ‡ LNFT ‡ 201 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 201 ‡ 220 ‡

‡20302-2600‡REMOVAL OF PAVEMENT MARKINGS ‡ LNFT ‡ 100 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 100 ‡ 100 ‡

‡20303-0200‡REMOVAL OF BRIDGE DECK ‡ SQYD ‡ ‡ 120 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 120 ‡ 120 ‡

‡20303-3200‡REMOVAL OF SIDEWALK, CONCRETE ‡ SQYD ‡ 7 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 7 ‡ 7 ‡

‡20304-5000‡REMOVAL OF BUILDING ‡ LPSM ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ALL ‡ ALL ‡

‡20315-0000‡SAWCUTTING PAVEMENT ‡ LNFT ‡ 240 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 240 ‡ 240 ‡

‡20401-0000‡ROADWAY EXCAVATION ‡ CUYD ‡ 22566 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 22566 ‡ 23,000 ‡

‡20420-0000‡EMBANKMENT CONSTRUCTION ‡ CUYD ‡ 19168 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 19168 ‡ 20,000 ‡

/8

/2

:5

:3

P

M I:

\6

I -9

D

A R t o

E P

G \R o a d w a y

\S h e e ts

\C -S u m m a ry

\C

-C

-A A

D V

A

(1

T

A B

.D G

N

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE

TOTAL

SHEETS

VA

I-95 RAMP FROM FBNA

SHEET

NO.

AAD-VA 95(1)

C02

Õ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝‚

‡ PLAN SHEET SECTION -------->>‡Roadway &‡Bridge ‡Bridge ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ESTIMATED QUANTITIES ‡

‡ ‡ Others ‡Over I-95‡Over FLB ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡------------------------‡

‡˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜‡ ‡ (B602) ‡(B603) ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ BID ‡

‡ ITEM ‡ DESCRIPTION ‡ UNIT ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ PLAN ‡ SCHEDULE ‡

‡20435-1000‡BACKFILL, SELECT GRANULAR ‡ CUYD ‡ 15341 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 15341 ‡ 16,000 ‡

‡20441-0000‡WASTE (PETROLEUM/VOC CONTAMINATED SOIL) ‡ CUYD ‡ 1325 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 1325 ‡ 1,330 ‡

‡20701-0300‡EARTHWORK GEOTEXTILE, TYPE I-C ‡ SQYD ‡ 10104 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 10104 ‡ 11,000 ‡

‡20701-1000‡EARTHWORK GEOTEXTILE, TYPE III-A (HIGH STRENGTH ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡GEOSYNTHETIC) ‡ SQYD ‡ 19216 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 19216 ‡ 20,000 ‡

‡20704-0000‡GEOMEMBRANE (HDPE) ‡ SQYD ‡ 1500 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 1500 ‡ 1,500 ‡

‡20801-0000‡STRUCTURE EXCAVATION ‡ CUYD ‡ ‡ 515 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 515 ‡ 550 ‡

‡20802-0000‡FOUNDATION FILL ‡ CUYD ‡ 264 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 264 ‡ 270 ‡

‡25102-1000‡PLACED RIPRAP, CLASS 1 (VDOT R&B STD EC-1 & PG-3, ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡W=10 FEET) ‡ TON ‡ 36 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 36 ‡ 36 ‡

‡25702-0000‡ALTERNATE RETAINING WALL ‡ SQFT ‡ 14731 ‡ 2900 ‡ 5640 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 23271 ‡ 23,300 ‡

‡27401-1000‡VIBRO COLUMNS, CONCRETE ‡ LNFT ‡ 17680 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 17680 ‡ 18,000 ‡

‡27402-0000‡VIBRO COLUMN LOAD TEST ‡ EACH ‡ 1 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 1 ‡ 1 ‡

‡27403-0000‡VIBRO COLUMN PREDRILLING ‡ LNFT ‡ 884 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 884 ‡ 885 ‡

‡27501-1000‡GEOFOAM, LIGHTWEIGHT FILL MATERIAL (EXPANDED ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡POLYSTYRENE-EPS) ‡ CUYD ‡ 2139 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 2139 ‡ 2,200 ‡

‡27501-1000‡GEOFOAM, LIGHTWEIGHT FILL MATERIAL (1 FOOT-8 INCH) ‡ CUYD ‡ ‡ ‡ 31 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 31 ‡ 31 ‡

‡30103-0000‡AGGREGATE BASE (6 INCH AGGREGATE BASE MATERIAL ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡TYPE 1 SIZE NO. 21A) ‡ CUYD ‡ 453 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 453 ‡ 455 ‡

‡30103-0000‡AGGREGATE BASE (NO. 57 STONE) ‡ CUYD ‡ 5958 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 5958 ‡ 6,000 ‡

‡30202-0400‡CEMENT TREATED AGGREGATE COURSE GRADING D, 6-INCH ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡DEPTH (AGGREGATE BASE MATERIAL TYPE 1 SIZE NO. 21 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡A PUG MILL MIXED WITH 4% HYDRAULIC CEMENT BY ‡ SQYD ‡ 2533 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 2533 ‡ 2,600 ‡

‡30805-0000‡BEDDING AND BACKFILL AGGREGATE (3 INCH STABILIZED ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡OPEN GRADED DRAINAGE LAYER) ‡ CUYD ‡ 843 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 843 ‡ 845 ‡

‡40101-0100‡SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡AGGREGATE, *0.3 MILLION ESAL (1.5 INCH ASPHALT ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡CONCRETE SM-9.5A; TYPE VII SMOOTHNESS/ROUGHNESS) ‡ TON ‡ 190 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 190 ‡ 190 ‡

‡40101-0100‡SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡AGGREGATE, *0.3 MILLION ESAL (2.0 INCH ASPHALT ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡CONCRETE SM-9.5A; TYPE VII SMOOTHNESS/ROUGHNESS) ‡ TON ‡ ‡ 7.3 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 7.30 ‡ 7.50 ‡

‡40101-0100‡SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡AGGREGATE, *0.3 MILLION ESAL (1.5 INCH ASPHALT ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡CONCRETE SM-9.5 D; TYPE VII SMOOTHNESS/ROUGHNESS) ‡ TON ‡ 50 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 50 ‡ 50 ‡

/8

/2

:5

:3

P M

I:

\6

I

-9

D A

R t o E

P G

\R o a d w a y

\S h e e ts

\C -S u m m a ry

\C

-C

-A A

D V

A

(1

T

A B

.D G

N

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE

TOTAL

SHEETS

VA

I-95 RAMP FROM FBNA

SHEET

NO.

AAD-VA 95(1)

C03

Õ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝‚

‡ PLAN SHEET SECTION -------->>‡Roadway &‡Bridge ‡Bridge ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ESTIMATED QUANTITIES ‡

‡ ‡ Others ‡Over I-95‡Over FLB ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡------------------------‡

‡˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜‡ ‡ (B602) ‡(B603) ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ BID ‡

‡ ITEM ‡ DESCRIPTION ‡ UNIT ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ PLAN ‡ SCHEDULE ‡

‡40101-0900‡SUPERPAVE PAVEMENT, 3/4-INCH NOMINAL MAXIMUM SIZE ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡AGGREGATE, *0.3 MILLION ESAL (2 INCH ASPHALT ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡CONCRETE IM-19.0A) ‡ TON ‡ 320 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 320 ‡ 320 ‡

‡40101-1400‡SUPERPAVE PAVEMENT, 1-INCH NOMINAL MAXIMUM SIZE ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡AGGREGATE, 0.3 TO *3 MILLION ESAL (3.5 INCH ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡ASPHALT CONCRETE BM-25.0A) ‡ TON ‡ 541 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 541 ‡ 550 ‡

‡50202-0000‡SEALING JOINTS AND CRACKS (REPLACING PREFORMED ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡ELASTOMERIC JOINT SEALER) ‡ LNFT ‡ ‡ 54 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 54 ‡ 55 ‡

‡55101-1400‡STEEL H-PILES 12 X 53, IN PLACE ‡ LNFT ‡ 2470 ‡ 11523 ‡ 1221 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 15214 ‡ 15,220 ‡

‡55102-1100‡STEEL H-PILE, IN PLACE (PILE POINT FOR 12 INCH ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡STEEL ) ‡ EACH ‡ ‡ 123 ‡ 22 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 145 ‡ 145 ‡

‡55103-1000‡SHEET PILES, IN PLACE (TEMPORARY SHEET PILING) ‡ SQYD ‡ 463 ‡ 604 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 1067 ‡ 1,070 ‡

‡55104-1000‡DYNAMIC PILE LOAD TEST ‡ EACH ‡ ‡ 7 ‡ 3 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 10 ‡ 10 ‡

‡55120-0000‡TEST PILES (DRIVING TEST FOR 12 INCH STEEL PILES) ‡ LNFT ‡ ‡ 661 ‡ 170 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 831 ‡ 850 ‡

‡55201-0200‡STRUCTURAL CONCRETE, CLASS A (AE) ‡ CUYD ‡ 551 ‡ 2.0 ‡ 4.0 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 557 ‡ 560 ‡

‡55205-0000‡REPAIR CONCRETE (CONCRETE SUBSTRUCTURE SURFACE ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡REPAIR) ‡ SQYD ‡ ‡ 1 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 1 ‡ 1 ‡

‡55205-0000‡REPAIR CONCRETE (VDOT TYPE B) ‡ SQYD ‡ ‡ 5 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 5 ‡ 5 ‡

‡55220-0000‡EXPANSION JOINTS (ELASTOMERIC EXPANSION JOINT SEAL ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡ 0 INCH-2 INCH) ‡ LNFT ‡ ‡ 93 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 93 ‡ 95 ‡

‡55301-3600‡PRECAST, PRESTRESSED CONCRETE BULB TEE GIRDER ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡(BULB-T PC BT-77) ‡ EACH ‡ ‡ ‡ 4 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 4 ‡ 4 ‡

‡55401-1000‡REINFORCING STEEL ‡ LB ‡ 21980 ‡ 45310 ‡ 14370 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 81660 ‡ 81,660 ‡

‡55401-1000‡REINFORCING STEEL (CORROSION RESISTANT LOW CARBON/ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡ CHROMIUM) ‡ LB ‡ ‡ 133184 ‡ 29698 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 162882 ‡ 162,900 ‡

‡55502-0000‡STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡ERECTED (PLATE GIRDERS) ‡ LB ‡ ‡ 435100 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 435100 ‡ 435,100 ‡

‡55502-0000‡STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡ERECTED (MISCELLANEOUS STEEL) ‡ LB ‡ ‡ ‡ 4568 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 4568 ‡ 4,570 ‡

‡55503-0000‡BRIDGE EXPANSION JOINTS (MODULAR JOINT) ‡ LNFT ‡ ‡ 82 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 82 ‡ 82 ‡

‡56302-2000‡PAINTING, STEEL STRUCTURE ‡ SQFT ‡ ‡ 100 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 100 ‡ 100 ‡

‡56401-1000‡BEARING DEVICE, ELASTOMERIC ‡ EACH ‡ ‡ 4 ‡ 8 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 12 ‡ 12 ‡

‡56401-1000‡BEARING DEVICE, ELASTOMERIC (1/2 INCH) ‡ EACH ‡ ‡ 2 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 2 ‡ 2 ‡

‡56401-2000‡BEARING DEVICE, POT ‡ EACH ‡ ‡ 9 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 9 ‡ 9 ‡

/8

/2

:5

:3

P M

I:

\6

I

-9

D A

R t o E

P G

\R o a d w a y

\S h e e ts

\C -S u m m a ry

\C

-C

-A A

D V

A

(1

T

A B

.D G

N

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE

TOTAL

SHEETS

VA

I-95 RAMP FROM FBNA

SHEET

NO.

AAD-VA 95(1)

C04

Õ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝‚

‡ PLAN SHEET SECTION -------->>‡Roadway &‡Bridge ‡Bridge ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ESTIMATED QUANTITIES ‡

‡ ‡ Others ‡Over I-95‡Over FLB ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡------------------------‡

‡˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜‡ ‡ (B602) ‡(B603) ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ BID ‡

‡ ITEM ‡ DESCRIPTION ‡ UNIT ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ PLAN ‡ SCHEDULE ‡

‡57801-0000‡HIGH PERFORMANCE CONCRETE (F’C=4500 PSI) ‡ CUYD ‡ ‡ 437 ‡ 264 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 701 ‡ 700 ‡

‡57801-0000‡HIGH PERFORMANCE CONCRETE (F’C=4000 PSI) ‡ CUYD ‡ ‡ 837 ‡ 102 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 939 ‡ 940 ‡

‡60103-4000‡CONCRETE, FOUNDATION, LIGHT POLE (VDOT R&B STD ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡LF-1, TYPE A) ‡ EACH ‡ 4 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 4 ‡ 4 ‡

‡60103-4000‡CONCRETE, FOUNDATION, LIGHT POLE (DMS) ‡ EACH ‡ 2 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 2 ‡ 2 ‡

‡60103-4000‡CONCRETE, FOUNDATION, LIGHT POLE (OVER HEIGHT ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡VEHICLE DETECTOR ‡ EACH ‡ 2 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 2 ‡ 2 ‡

‡60201-0500‡15-INCH PIPE CULVERT ‡ LNFT ‡ 53 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 53 ‡ 55 ‡

‡60201-0600‡18-INCH PIPE CULVERT ‡ LNFT ‡ 183 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 183 ‡ 185 ‡

‡60210-0500‡END SECTION FOR 15-INCH PIPE CULVERT (VDOT R&B STD ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡ ES-1) ‡ EACH ‡ 1 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 1 ‡ 1 ‡

‡60401-1000‡MANHOLE, TYPE 1 (VDOT R&B STD MH-1) ‡ EACH ‡ 4 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 4 ‡ 4 ‡

‡60403-0000‡INLET (DC SAND FILTER TYPE) ‡ EACH ‡ 1 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 1 ‡ 1 ‡

‡60403-0500‡INLET, TYPE 2B (VDOT R&B STD DI-2B, L=16 FEET) ‡ EACH ‡ 1 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 1 ‡ 1 ‡

‡60403-3000‡INLET, TYPE 12 ( VDOT R&B STD DI-12, L=4 FEET) ‡ EACH ‡ 1 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 1 ‡ 1 ‡

‡60409-0100‡INLET TOP, METAL FRAME AND GRATE TYPE A (FRAME AND ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡ COVER VDOT R&B STD MH-1) ‡ EACH ‡ 4 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 4 ‡ 4 ‡

‡60409-0200‡INLET TOP, METAL FRAME AND GRATE TYPE B (FAIRFAX ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡COUNTY STD DPW-21A SANITARY FRAME AND COVER) ‡ EACH ‡ 1 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 1 ‡ 1 ‡

‡60413-0000‡TRENCH DRAIN (DITCH INSTALLATION VDOT R&B STD ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡EC-3B, W=2 FEET) ‡ LNFT ‡ 103 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 103 ‡ 105 ‡

‡60501-0000‡STANDARD UNDERDRAIN SYSTEM (VDOT R&B STD UD-4) ‡ LNFT ‡ 767 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 767 ‡ 770 ‡

‡60502-0000‡GEOCOMPOSITE UNDERDRAIN SYSTEM (VDOT R&B STD CD-2) ‡ LNFT ‡ 64 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 64 ‡ 65 ‡

‡60901-1500‡CURB, CONCRETE, 16-INCH DEPTH (VDOT R&B STD CG-3) ‡ LNFT ‡ 168 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 168 ‡ 170 ‡

‡60902-0900‡CURB AND GUTTER, CONCRETE, 11-INCH DEPTH (VDOT R&B ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡ STD CG-7) ‡ LNFT ‡ 496 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 496 ‡ 500 ‡

‡61102-3250‡8-INCH WATERLINE, DUCTILE IRON ‡ LNFT ‡ 130 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 130 ‡ 130 ‡

‡61103-1480‡20-INCH ENCASEMENT PIPE, STEEL ‡ LNFT ‡ 90 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 90 ‡ 90 ‡

‡61103-1500‡24-INCH ENCASEMENT PIPE, GALVANIZED STEEL (21- ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡INCH STEEL CASING FOR SEWER LINE) ‡ LNFT ‡ 92 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 92 ‡ 95 ‡

‡61202-0800‡8-INCH SEWER LINE, DUCTILE IRON ‡ LNFT ‡ 135 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 135 ‡ 135 ‡

‡61203-0000‡MANHOLE, SANITARY SEWER (FAIRFAX COUNTY STD ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡DPW-17) ‡ EACH ‡ 1 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 1 ‡ 1 ‡

/8

/2

:5

:3

P M

I:

\6

I

-9

D A

R t o E

P G

\R o a d w a y

\S h e e ts

\C -S u m m a ry

\C

-C

-A A

D V

A

(1

T

A B

.D G

N

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE

TOTAL

SHEETS

VA

I-95 RAMP FROM FBNA

SHEET

NO.

AAD-VA 95(1)

C05

Õ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝‚

‡ PLAN SHEET SECTION -------->>‡Roadway &‡Bridge ‡Bridge ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ESTIMATED QUANTITIES ‡

‡ ‡ Others ‡Over I-95‡Over FLB ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡------------------------‡

‡˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜‡ ‡ (B602) ‡(B603) ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ BID ‡

‡ ITEM ‡ DESCRIPTION ‡ UNIT ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ PLAN ‡ SCHEDULE ‡

‡61401-0000‡LEAN CONCRETE BACKFILL ‡ CUYD ‡ 1067 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 1067 ‡ 1,100 ‡

‡61401-0000‡LEAN CONCRETE BACKFILL (VDOT R&B STD PP-1) ‡ CUYD ‡ 8 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 8 ‡ 8 ‡

‡61501-0100‡SIDEWALK, CONCRETE (VDOT R&B STD CG-9D) ‡ SQYD ‡ 21 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 21 ‡ 21 ‡

‡61701-1950‡GUARDRAIL SYSTEM G4, TYPE 4, CLASS B STEEL POSTS ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡(VDOT R&B STD GR-2) ‡ LNFT ‡ 615 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 615 ‡ 615 ‡

‡61702-0300‡TERMINAL SECTION, TYPE G4-BAT (VDOT R&B STD GR ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡FOA-2, TYPE 2) ‡ EACH ‡ 1 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 1 ‡ 1 ‡

‡61702-0400‡TERMINAL SECTION, TYPE G4-CRT (VDOT R&B STD ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡GR-FOA-2, TYPE 1) ‡ EACH ‡ 5 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 5 ‡ 5 ‡

‡61703-0000‡TERMINAL END (VDOT R&B STD EW-12) ‡ EACH ‡ 4 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 4 ‡ 4 ‡

‡61801-0000‡CONCRETE BARRIER (MEDIAN BARRIER, VDOT R&B STD ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡MB-7F) ‡ LNFT ‡ 201 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 201 ‡ 220 ‡

‡61807-0000‡CONCRETE PARAPET (MODIFIED VDOT R&B STD TYPE-1F ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡SHAPE) ‡ LNFT ‡ 611 ‡ 752 ‡ 341 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 1704 ‡ 1,700 ‡

‡61901-1300‡FENCE, CHAIN LINK (VDOT BRIDGE MANUAL STD BPF-3.0) ‡ LNFT ‡ ‡ 630 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 630 ‡ 630 ‡

‡61901-2000‡FENCE, CHAIN LINK, 72-INCH HEIGHT (VDOT R&B STD ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡FE-CL) ‡ LNFT ‡ 1654 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 1654 ‡ 1,655 ‡

‡61902-1200‡GATE, METAL, 12 FEET WIDTH (WATER GATE, VDOT R&B ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡STD FE-4 TYPE III) ‡ EACH ‡ 2 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 2 ‡ 2 ‡

‡61902-2800‡GATE, CHAIN LINK, 3 FEET WIDTH (VDOT R&B STD ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡FE-CL) ‡ EACH ‡ 1 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 1 ‡ 1 ‡

‡61902-3200‡GATE, CHAIN LINK, 10 FEET WIDTH (VDOT R&B STD ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡

‡ ‡FE-CL) ‡ EACH ‡ 1 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 1 ‡ 1 ‡

‡62101-0000‡MONUMENT (VDOT R&B STD RM-2) ‡ EACH ‡ 11 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 11 ‡ 11 ‡

‡62407-0000‡PLACING CONSERVED TOPSOIL ‡ CUYD ‡ 259 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 259 ‡ 260 ‡

‡62510-1000‡SEEDING, DRY METHOD ‡ ACRE ‡ 1 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 1 ‡ 1 ‡

‡62521-0000‡FERTILIZER ‡ TON ‡ 0.14 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 0.14 ‡ 0.14 ‡

‡62541-5000‡SEEDING SUPPLEMENTS, LIME ‡ TON ‡ 2 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 2 ‡ 2 ‡

‡62632-0000‡PLANTINGS ‡ LPSM ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ALL ‡ ALL ‡

‡63304-0900‡SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING ‡ SQFT ‡ 252 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 252 ‡ 250 ‡

‡63306-0400‡POST, STEEL, 2-INCH X 2-INCH ‡ EACH ‡ 12 ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ ‡ 12 ‡ 12 ‡

‡63306-0450‡POST, STEEL, 3-INCH X 3-INCH ‡ EACH ‡ 4 ‡