Plans - VA ST TFHRC 50(5).pdf

PLANS FOR PROPOSED PROJECT

VA ST TFHRC 50(5) Symbols And Abbreviations

Location Map

Typical Section

Tabulation of Quantity

Drainage Plan

Erosion Control Narrative

Standards And Details

Cross Sections

DESCRIPTION

INDEX TO SHEETS

Title Sheet

SHEET

NO

A01

A04

K01-K04

M04

S01-S20

T01-T11

Erosion And Sediment Control Plan

Project Manager

Jatinder Bains

Lead Designer

Shoukat Nawaz

Highway Design Manager

Thang Nguyen

PLANS PREPARED BY

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

ASHBURN, VIRGINIA

April, 2022

R

E N

O R

A I

N

N

ST F

R

I

D

D E P A

T

NTOFT A SP

T T

O

U

TE

ATESO

AM

E R

IC

A

M e(max)

C/A

DESCRIPTION OF PROJECT

miscellaneous work.

system, aggregate base, and hot asphalt concrete pavement. The work also

N/APROJECT LENGTH:

ADT (2021)

ADT (2041)

DHV

%Truck

D

V (MPH)

SPECIFICATIONS:

DESIGN DESIGNATION:

N/ALANE MILES:

and Bridges on Federal Highway Projects", FP-14.

"Standard Specifications for Construction of Roads

N/ABRIDGE:

PAVEMENT TEST FACILITY:

Width

150'

Surface Base

Know what'sbelow.

before you dig.Call

R

N

0 4040

SCALE IN MILES

Richmond

Charlottesville

Front

Royal

KEY MAP

STATE OF VIRGINIA

Project VA ST TFHRC 50(5)

Length

175' 4" 26"

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

FAIRFAX, VIRGINIA

TURNER-FAIRBANK HIGHWAY RESEARCH CENTER

Control Point PreferencesA05

Geometry & Control PointsD02

D01 Construction Plan

Plan-Profile Utilities

E01 Electrical Conduits And Panels

G01-G04

M01-M03

A02-A03

B01-B03

D03 Utilities Layout

Storm Drain ProfileK05-K06

Underdrain ProfileK07-K11

DIP Underdrain ProfileK12-K14

P01 Pavement Markings

R01-R18 R Sheets

Proposed Pavement StructureB04

D04 Pavement Work Limits

C01-C03

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

RECONSTRUCTION OF THE

PAVEMENT TESTING FACILITY

N

SCALE IN MILES

0 2.5 5

Project VA ST TFHRC 50(5)

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STATE PROJECT

NUMBER

SHEET

VA VA ST TFHRC 50(5) A01

or CL point of curve point of compound curve point of curve to spiral point of intersection plate point on curve point on spiral point on tangent point of tangent to spiral point of spiral to curve point of spiral to tangent point of tangent pavement on center ordinary high water mark out to out outside diameter original ground north normal crown nominal maximum size aggregate

ML

MP

max.

min.

mon.

main line mile post maximum minimum monument south seasonal average daily traffic point of spiral to curve section shoulder spacing, spaces or spaced

S

SADT

SC

sec.

shldr.

spa.

N

NC

NMSA

o. c.

ohwm

o. to o.

OD

OG

PC

PCC

PCS

PI

pl.

POC

POS

POT

PS

PSC

PST

PT

pvmt.

R

R.

R/W rdwy.

RECP

reinf.

reqd.

rt. or RT rte.

radius range right-of-way roadway rolled erosion control product reinforcement required right route square foot square yard point of spiral to reverse spiral point of spiral to spiral (no curve) point of spiral to tangent station standard stringer stiffener structural point of spiral to tangent spiral symmetrical sqft sqyd

SRS

SS

ST

Sta.

std.

stgr.

stiff.

struc.

STS

sym.

T

T.

TBM

thd.

TS

Ts typ.

tangent distance township temporary bench mark thread point of tangent to spiral tangent distance (spiraled curve) typical

V vph

VPI

design speed vehicles per hour vertical point of intersection

W west

1 6

1 6

SEC.

SEC.

0.00EL. E

N 0

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SYMBOLS AND ABBREVIATIONS

TURNER-FAIRBANK HIGHWAY RESEARCH CENTER

abut.

ACP

ADT

AH

appr.

BK

BM

BP

br.

brg.

cc or c. to c.

CL

CMP

CO

col.

conc.

conn.

constr. jt.

cont.

CS

ctrs.

D

DHV

dia.

diag.

diaph.

dist.

drwg(s).

DSY

abutment asphalt concrete pavement average daily traffic ahead approach back benck mark balance point bridge bearing center to center centerline corrugated metal pipe contracting officer column concrete connection construction joint continuous curve to spiral centers diameter design hourly volume diameter diagonal diaphragm distance drawing(s) double solid yellow east superelevation rate elevation with number elevation embankment edge of pavement edge of shoulder edge of travel way equation edge of road equivalent single axle load edge of water excavation expansion joint fin.

flg.

finish flange

E e elev.

elev.

emb.

EOP

EOS

EOT

EQ or eq.

ER

ESAL

EW

exc.

exp. jt.

∆c Ø θs total central angle curve central angle diameter spiral central angle ftg.

ga.

galv.

hdwl.

hex.

HW

ID

jt.

footing gage (gauge) galvanized headwall hexagon high water inside diameter joint

L lam.

lat.

length of curve lamination latitude

LOD

long.

LPSM

Ls

lt. or LT

LW

Limits of Disturbance longitudinal lump sum length of spiral left low water

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Section Line4

Section Corner (Found, Projected)4

Section Line16

Section Corner (Found, Projected)16

Property Line w/Found Property Corner

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Railroad

Trail

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservoir; Marshland

Spring or Seep

Treeline; Individual Trees, Pine

Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Control Point (Terrestrial and GPS); Jump Hub

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NUMBER

VA VA ST TFHRC 50(5) A02

I-x (no.)

Waterline & Meter

Waterline

Yard hydrant

W-x (no.)

H-x (no.)

N

AREA PATTERN

U.S. DEPARTMENT OF TRANSPORTATION TURNER-FAIRBANK HIGHWAY RESEARCH CENTER

SYMBOLS AND ABBREVIATIONS

Sheet 2 of 2

Project specific symbols and abbreviations:

Wall or wall

Var. or var.

TOW

TOG

TOF

Off. or off.

Inv. or inv.

HGL

DIP

Det. or det.

CI or ci

Bot. or bot.

Aggr. or aggr.

structural concrete wall varies top of wall top of grate top of footing offset invert hydraulic grade line ductile iron pipe detail cast iron bottom aggregate

Inlet x (no.)

Structural concrete wall (Wall)

Wall x (no.)

Headwall x (no.)

Fiber Roll or Wattle

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Concrete Barrier

Slope Stake Limits

Delineators

Signs (single, double post; portable)

Transition

Toe of Fill

Top of Cut

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Pipe Culvert with Drop Inlet

Box Culvert

Underground Utilities

Overhead/Above Ground Utilities

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features

UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

EXISTING PROPOSED

DI

Pavement Removal / Roadway Obliteration

Full Depth Pavement

Sidewalk Asphalt/Concrete

Mill and Overlay

Overlay

Silt Fence

Diversion Berm

Drainage Divide

Check Dam

Limits of Disturbance

DETAILS REFERENCE:

Det. E636-D: Pull Box

Det. E619-09: Chain Link Fence And Gate;

Det. E612-B: Sewer Cleanout;

Det. E612-A: Interior Drop Manhole;

Det. E611-B: Yard Hydrant;

Det. E608-A: Paved Waterway;

Det. E605-A: Valve Box With Riser;

Det. 604-8A: Inlet For 12" To 36" Culvert;

Det. ET 601-4: Concrete Headwall For Small Pipe Culvert;

Det. ET501-2: Minor Concrete Pavement Joints;

Det. ET501-1: Minor Concrete Pavement;

Det. E251-01: Loose Riprap At Culvert;

Det. E157-02: Wire-Backed Silt Fence;

Det. E157-A: On-Site Concrete Washout Structure

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STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) A03

E 11867476.3429

N 7034149.3224

Project VA ST TFHRC 50(5)

SCALE IN FEET

0 1000 2000

LOCATION MAP

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STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) A04

LEVEL 'D'

QUALITY

N

Project Site : THFRC 50(5)

Geoid Model : GEOID12A(Conus)

Vert. Datum : NAVD 1988 (Conus)

Hor. Datum : NAD 1983 (Conus)

Zone : Virginia North 4501

Coordinate System : US State Plane 1983

.9

.6

.0

.2

.7

.8

.6

.0

.8

.9

.9

TBAR

NAIL

TBAR

TBAR242.06611867583.7607034342.1567002

NAIL234.35111867382.9387034174.1247001

TBAR240.24711867613.1767033961.8937000

TypeElevationEastingNorthingName

PROJECT COORDINATE SYSTEM: SURVEY CONTROL POINTS

Azimuth shown is based on north axis at clockwise rotation.

NOTE:

TBAR

TBAR

NAIL

NOT TO SCALE

CONTROL POINT PREFERENCES

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C o n tr o l P o in t P r e f e r e n c s

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STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) A05

1. Work limits may be changed to fit field conditions as approved by the CO.

2. Apply turf establishment to disturbed areas and as directed by the CO.

3. See Utilities Layout sheet for utilities details.

Edge of Test Lanes

Edge of Test Lanes

Edge of pavement

Existing ground

0.5%

Limits of Test Lanes area Longitudinal, 150'

Paved waterway, type 4 (concrete)

PROPOSED PAVEMENT STRUCTURE:

Roadway excavation (Test Lanes excavation)

0.0%

Asphalt concrete pavement, 6" & var.

UnderdrainUnderdrain

NOTES:

Limits of construction

Shoulder, 5'

Waterline

DIP pipe

72-inch height

Install fence, chain link

Remove fence, chain link

Remove existing underdrain (no pay) wires installed by other), see R sheets

Instrumentation trough (for instrumentation

Relocate sewerline

Varies

Test Lanes Baseline (South)Test Lanes Baseline (North)

3+25.00 (North East)

5+00.00 (North West) 0+00.00 (South West)

1+75.00 (South East)

EXISTING PAVEMENT STRUCTURE:

Aggregate base, 18" & var.

(asphalt) type 5 waterway, Paved

¹See Resurfacing Pavement

Structure (sheet B03)

Pipe culvert

Electrical PVC conduits

For Test Lanes sheet B04

See Proposed Pavement Structure

Minor reinforced concrete pavement

(shoulder), 6-inch depth

Resurfacing¹Resurfacing¹, 10'

U.S. DEPARTMENT OF TRANSPORTATION TURNER-FAIRBANK HIGHWAY RESEARCH CENTER

TYPICAL SECTION

NORTH - SOUTH CROSS SECTION

NORMAL AREAS

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STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) B01

End Wall Centerline See sheet B03

Edge of Test Lanes

Edge of Test Lanes

Edge of pavement

Limits of Test Lanes area Longitudinal, 150'

Waterline

Connector pipe culvert

Wall footing

Shoulder, 5'

Limits of construction

Existing ground

Varies

1. See R sheets for wall details and layout of instrumentation system.

2. Work limits may be changed to fit field conditions as approved by the CO.

3. Apply turf establishment to disturbed areas and as directed by the CO.

4. See Utilities Layout sheet for utilities details.

NOTES:

Wall stem

Wall trench

0.0% 0.5%

Trench grate

Test Lanes Baseline South

EXISTING PAVEMENT STRUCTURE:

Aggregate base, 18" & var.

Asphalt concrete pavement, 6" & var.

(asphalt) type 5 waterway, Paved

Inlet

¹See Resurfacing Pavement

Structure (sheet B03) wires installed by other), see R sheets

Instrumentation trough (for instrumentation

Relocate sewerline

Remove existing underdrain (no pay) fence, chain link 72-inch height

Remove fence, chain link. Install

Electrical PVC conduits

Paved waterway, type 4 (concrete)

Instrumentation cabinet (installed by other)

See R sheets

Begin Wall Centerline See sheet B03

Test Lanes Baseline North

Resurfacing¹Resurfacing¹, 10'

Minor reinforced concrete pavement

(shoulder), 6-inch depth

U.S. DEPARTMENT OF TRANSPORTATION TURNER-FAIRBANK HIGHWAY RESEARCH CENTER

TYPICAL SECTION

NORTH - SOUTH CROSS SECTION

WALL SECTIONS

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STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) B02

Existing ground

Varies

Underdrain (typ.)

Edge of Test Lanes

Edge of pavement/

12' Lane 2, 14' Lane 3, 14' Lane 1, 14' Lane 4, 12' Lane 5, 14' Lane 6, 14' Lane 9, 12' Lane 8, 14' Lane 7, 14'-2" Lane 11, 14'-2" Lane 10, 14'-2" Lane 12, Limits of Test Lanes area Transverse, 175'

Limits of construction

Section A Section DSection B Section C

1.0% sewer to remain

Existing sanitary

1. See R sheets for wall details and layout of instrumentation system.

2. Work limits may be changed to fit field conditions as approved by the CO.

3. Apply turf establishment to disturbed areas and as directed by the CO.

4. See Utilities Layout sheet for utilities details.

5. For resurfacing pavement work, match existing cross slope and provide positive drainage as approved by the

CO.

NOTES:

conduits

PVC

Electrical

PROPOSED PAVEMENT STRUCTURE:

for work limits Plan see Construction Facility Area, Pavement Testing

Tack coat

4-inch +/- depth

Asphalt pavement milling, type IV roughness -inch NMSA, <0.3 million ESAL, 2-inch, 2

Asphalt concrete pavement, gyratory mix, -inch NMSA, <0.3 million esal, 2-inch2

Asphalt concrete pavement, gyratory mix, RESURFACING PAVEMENT STRUCTURE:

See

Note

Water line

Daylight, variable slope

72-inch height

Install fence, chain link

Remove fence, chain link

Wall 2 Centerline

Begin 4+56.25 (North)

End 0+43.75 (South)

Test Lanes

Baseline (West) 5+00.00 (North West)

0+00.00 (South West)

Test Lanes

Baseline (East) 1+75.00 (South East)

3+25.00 (North East)

W a ll

Wall 1 Centerline

Begin 4+98.75 (North West)

End 0+01.25 (South West)

W a ll

Wall 3 Centerline

Begin 4+13.75 (North)

End 0+86.25 (South)

Wall 4 Centerline

Begin 3+71.25 (North)

End 1+28.75 (South)

Wall 5 Centerline

Begin 3+40.42 (North East)

End 1+59.58 (South East)

W a ll

W a ll

W a ll

W a ll

Asphalt concrete pavement, 6" & var.

Aggregate base, 18" & var.

EXISTING PAVEMENT STRUCTURE:

conduits

PVC

Electrical

For Test Lanes sheet B04

See Proposed Pavement Structure

Roadway excavation (Test Lanes excavation)

U.S. DEPARTMENT OF TRANSPORTATION TURNER-FAIRBANK HIGHWAY RESEARCH CENTER

TYPICAL SECTION

WEST - EAST CROSS SECTION

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NUMBER

VA VA ST TFHRC 50(5) B03

1. Before performing work, verify the limits and pavement structure as indicated with the CO.

2. Coordinate with the CO before performing the work according to

Sections 155, 301, and 401.

NOTES:

Base 21A¹ (aggr. base)

Subbase²

W a ll

W a ll

W a ll

W a ll

W a ll

¹ Use suitable excavation material according to Section 204.

² Government-provided material stockpile.

Blended base 21A² (aggr. base)

Subbase²

Asphalt stabilized open graded material (aggr. base)

Cement stabilized aggr. base² (subbase)

Base 21A¹ (aggr. base) class 2, type E (typ.)

Separation-stabilization geotextile, ACP, Mix A² ACP, Mix B

Roadbed reconditioning Roadbed reconditioning Roadbed reconditioning

Roadbed reconditioning

1 14 sensors installed by others

12 sensors installed by others2

1 2 days 1 2 days 1 2 days

34 sensors installed by others3

3 4 days

3 4 days 3 4 days

4 days5

24 sensors installed by others4

4 days5 4 days5

Unbounded aggregate base²

3 days4

36 sensors installed by others5

ACP,

Mix A²

ACP,

Mix B

ACP,

Mix B

ACP,

Mix B

ACP, Mix BACP, Mix C

ACP,

Mix C

ACP,

Mix D²

ACP,

Mix E²

2 days

3 days

Subbase²

U.S. DEPARTMENT OF TRANSPORTATION TURNER-FAIRBANK HIGHWAY RESEARCH CENTER

STRUCTURE

PROPOSED PAVEMENT

4"

12' Lane 2

14' Lane 1, 14' Lane 3, 14' Lane 6, 12' Lane 5, 14' Lane 4, 14' Lane 9, 12' Lane 8, 14' Lane 7, 14'-2" Lane 11, 14'-2" Lane 12, 40' Section A

40' Section B

40' Section C

28'-4" Section D

12"

8"

12"

8"

12"

8"

12"

1.75" 4"

12"

6"

1.25"

6"

8"

14'-2" Lane 10, :2

F e b r u a r y

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STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) B04

U.S. DEPARTMENT OF TRANSPORTATION

TABULATION OF QUANTITY

Sheet 1 of 3

TURNER-FAIRBANK HIGHWAY RESEARCH CENTER

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STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) C01

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 2 of 3

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STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) C02

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 3 of 3

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STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) C03

WV

S67°48'38"E

N '2

E

N67°48'38"W

S

'2

W

N

0 15 30

CONSTRUCTION PLAN

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STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) D01

1. Obtain CO approval for limits of pavement resurfacing and chain link fence replacement.

2. Verify the locations of gates (chain link).

3. See Utilities Layout for utilities layout.

4. See Drainage Plan for underdrain and storm drain.

Install chain link fence, 200 lnft see R sheets

Wall (typ.), W a ll 1

W a ll 2

W a ll 3

W a ll 4

W a ll 5

0+00.00

1+00.00

2+00.00

3+00.00

4+00.00

5+00.00

Mill and overlay

Edge of shoulder plates), typ.

& survey

(strain gauges obstructions

Remove

6+00.00 storage bins

Remove structures, Install storage bins, see R sheets

Edge of Test Lanes

Paved waterway, type 4 (concrete), 36 sqyd posts. Install chain link fence, 320 lnft

Remove chain link fence, 320 lnft and

Remove chain link fence, 173 lnft and posts and posts fence, 170 lnft

Remove chain link

8'8' to remain

Existing rail

B r id g e g ir d e r s o v e r c o n c r e te p a d

Pile test pitBuilding

Building

Test box

Reconstruction pavement

Shoulder, minor reinforced concrete pavement

Remove pipe culvert see Drainage Plan sheets

Install pipe culvert (typ.), Plan sheets see Drainage

Install inlet (typ.)

leaf), chain link

Install gates (double chain link

(double leaf), Install gates

(asphalt), 110 sqyd

Paved waterway, type 5

DETAILS REFERENCE:

Det. E608-A: Paved Waterway;

Det. E619-09: Chain Link Fence And Gate;

Det. ET501-1: Minor Concrete Pavement;

Det. ET501-2: Minor Concrete Pavement Joints.

trench, 20 lnft

Remove drain

Remove electrical panel

Remove electrical panel (typ.)

Install chain link fence, 40 lnft

40 lnft and posts.

Remove chain link fence, TBAR

TBAR

NAI

L

CP

N

S67°48'38"E

N '2

E

N67°48'38"W

S

'2

W

9 223

233 231

231233

0 2

232 231

GEOMETRY & CONTROL POINTS

:4 e p te m b e r

G e o m e tr y C o n tr o l

P o in ts

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STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) D02

I-1

E 11867474.028

N 7034150.267

0+00.00, elev. 232.50

E 11867636.068

N 7034084.175

1+75.00, elev. 230.75

E 11867692.718

N 7034223.066

3+25.00, elev. 230.75

E 11867530.678

N 7034289.158 elev. 232.50

5+00.00

0+00.00

1+00.00

2+00.00

3+00.00

4+00.00

5+00.00

1%

Proposed contour (typ.)

elev. 232.00

0+00.00

(asphalt) waterway

Begin paved elev. 230.75

1+64.42

(asphalt) waterway

End paved

175'

E 11867701.282

N 7034230.557 at centerline, elev. 228.40

End paved waterway (concrete)

131' off. 7.5' elev. 229.98 at centerline, 3+29.00

Paved waterway (concrete)

5'

Edge of paved waterway elev. 232.45

0+00.00, elev. 230.75

1+63.00, 6+00.00

Shoulder

Storage bin (typ.)

E 11867412.005

N 7034345.662 elev. 233.00

(concrete) at centerline, Begin paved waterway

Proposed contour (typ.)

WV

UTILITIES LAYOUT

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STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) D03

Waterline, 160 lnft

Pipe culvert (typ.)

Underdrain (typ.)

Inlet (typ.)

311 lnft (no pay)

Remove underdrain, pipe culvert

Remove

Electrical panel A

Light pole 1

Existing waterline to remain (typ.)

0+00.00

1+00.00

2+00.00

4+00.00

6+00.00

3+00.00

5+00.00

Edge of Test Lanes Install waterline 17 lnft, and valve gate

Light pole 2 founation and light pole

Remove

Install yard hydrant 2

Remove water spigot.

Yard hydrant 5

Yard hydrant 4

Yard hydrant 3 to remain (typ.)

Existing sewerline

Yard hydrant 1 W a ll 2

W a ll 3

W a ll 1

W a ll 4

NOTES:

1. See R sheets for details of walls, instrumentation box, cabinet, and storage bins.

2. Limits of proposed utilities may be changed to fit field conditions as approved by the CO.

3. See E sheet for electrical conduits and panels.

4. See G sheets for details of offsets and elevations of proposed utilities.

5. See K sheets for details of underdrain and storm drain.

Electrical panel (east)

Storage bin (typ.)

Electrical pull box (208V) conduit (electrical), 260'

Remove existing utility manhole

Connect new sewerline, 66 lnft, to

Remove existing sewerline, 66 lnft.

manhole to remain

Sanitary cleanout 3

Electrical panel (west)

Electrical 408V splice box

Electrical panel B

Electrical pull box

Light pole 3

Light pole 4 connecting to manhole, 170 lnft connecting to the and install new sewerline and

Begin to remove existing sewerline. Install elbow

Sanitary cleanout 1 Sanitary cleanout 2

Remove sewerline, 165 lnft

W a ll 5

Remove utility conduit (electrical)

Building

Remove light pole and founation and founation

Remove light pole and founation

Remove light pole

Remove light pole and founation

Pipe culvert (typ.)

sheets

(typ.), see R trough box

Instrumentation

Install electrical PVC conduits (typ.)

Install waterline, 200 lnft

Shoulder, minor reinforced concrete pavement

:0

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PAVEMENT WORK LIMITS

STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) D04

175'

New building

B r id g e g ir d e r s o v e r c o n c r e te p a d

Test pit 1

Test pit 2

Building

102'

1. Limits of resurfacing area and overlay may be changed to fit field conditions as approved or directed by the CO.

2. For the resurfacing work, match existing slope.

NOTES:

Full depth pavement

(resurfacing) area

Mill and Overlay

Existing rail to remain

86'

0+00.00

1+00.00

2+00.00

6+00.00

3+00.00

4+00.00

5+00.00

Pavement Testing Facility Area

Concrete blocks to remain asphalt (typ.)

Match existing edge of

Test Lanes Area

South Test Lanes Area

U.S. DEPARTMENT OF TRANSPORTATION TURNER-FAIRBANK HIGHWAY RESEARCH CENTER

AND PANELS

ELECTRICAL CONDUITS

6+00.00

2+00.001+00.00

3+00.00

4+00.00

.0

5+00.00

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STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) E01

Light pole 1

Light pole 2

NOTES:

1. See R sheets for details of walls, instrumentation box, cabinet, and storage bins.

2. Limits of proposed utilities may be changed to fit field conditions as approved by the CO.

3. See G sheets for details of offsets and elevations of proposed utilities.

4. See K sheets for details of underdrain and storm drain.

Det. E636-D, Pull Box)

Electrical 480V splice box (see box

Electrical pull

Light pole 3

Light pole 4

Building trough box 5

Instrumentation

Trench cover (typ.)¹

6"

24"

V

A

V

Wiring trough (typ.)¹

SECTION W-W

3' R (typ.)

1' R

W

W

P P

128"

44" min. (typ.)

Bottom trench

4"

4" (408V A)

PVC conduit, 4" (408V B)

PVC conduit, " (208V)2

PVC conduit, 2

A A B B

6" (typ.)

6' 10" 6' 10"

10" (typ.)

36" (typ.)

6"

(for light pole 1) " 4

PVC conduit, 1

4"

18"

4"

4"

4"

(typ.)

2"

(typ.)

4"

(typ.)

4"

(typ.)

10" (typ.)

8"

(typ.)

E

E

2 4

PVC conduit, 1 4" (for light pole or instrumentation box)

PVC conduit, 4" (408V B)

3 PVC conduit, 2 2" (208V)

4 PVC conduit, 4" (408V A)

For underground, furnish rigid 1 4-inch PVC conduit

Schedule 40 with 1250 lbf ( 2-inch) mull tape.

For aboveground, furhish rigid 2 2-inch PVC conduit

Schedule 80 with 2500 lbf ( 4-inch) mull tape.

¹ Installation of electrical panels and supporting posts, instrumentation wiring, and reusable templates will be performed by others.

24"

(West)¹

At Electrical Panel

Reusable Template

Reusable Template At

Electrical Panel B¹

Reusable Template At

Electrical Panel A¹

6"

36"

12"

Box (208V)¹

At Electrical Pull

Reusable Template

V

B

V

SECTION P-P

(East)¹

At Electrical Panel

Reusable Template

" (208V)2

PVC conduit, 2

(for light pole 1) " 4

PVC conduit, 1

4" (408V B)

PVC conduit, V

A

V

V

B

Electrical panel (typ.)¹

Wiring trough (typ.)¹

Trench cover (typ.)¹

3' R (typ.)

1' R

Bottom trench

4" (408V A)

PVC conduit, SECTION E-E

V

A

V

Electrical panel (typ.)¹ trough box 1

Instrumentation trough box 2

Instrumentation trough box 3

Instrumentation trough box 4

Instrumentation

Bottom trench

1 1 1

SECTION A-A

To trough box 1

To trough box 2 To trough box 3

To light pole 1

To light pole 2

To light pole 4 existing

Connect to

V

V

B

Bottom trench

To trough box 5

1To trough box 1

To trough box 4

To light pole 3

SECTION B-B

Trench for PVC conduits, 100'

DETAILS REFERENCE:

Det. E636-A: Lighting Pole;

Det. E636-B: Lighting Pole Foundation;

Det. E636-C: Underground Installation;

Det. E636-D: Pull Box

Trench for PVC conduits, 185'

90' conduits, for PVC

Trench

25' conduits, for PVC

Trench see R sheets for details Instrumentation cabinet (typ.), see R sheets for detail Communication conduit, N

DETAIL REFERENCE:

Det. E611-A: Backflow Assembly;

Det. E611-B: Yard Hydrant;

Det. E612-A: Interior Drop Manhole;

Det. E612-B: Sewer Cleanout;

Det. E619-09: Chain Link Fence And Gate;

0 10 20

U.S. DEPARTMENT OF TRANSPORTATION TURNER-FAIRBANK HIGHWAY RESEARCH CENTER

PLAN-PROFILE UTILITIES

WEST TEST LANES

5+00 5+50 6+00 6+50

214 214

216 216

218 218

220 220

222 222

224 224

226 226

228 228

230 230

232 232

234 234

236 236

238 238

240 240

242 242

244 244

246 246

248 248

250 250

252 252

254 254

256 256

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STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) G01

Wall 1

.0

.0

12.5' Underdrain (typ.)

6' off. 6' Install sewerline12.5' conduits, off.

Install PVC off. 9.15' 5+85.35 Install light pole 1

1. Verify limits of removal of existing sewerlines, waterlines, electrical conduits and panels.

2. Verify the locations of sanitary cleanouts. Final location, skew, length, elevations, and grade of sewerlines may be changed to fit field conditions as approved or directed by the CO.

3. Verify the locations of yard hydrant and gate valves. Final length and elevations of waterlines may be changed to fit field conditions as approved or directed by the CO. See Section 611.

4. Verify limits of excavating trench and elevations may be changed to fit field conditions as approved or directed by the CO.

5. Obtain approval for methods of connecting existing sewerline, waterline, and electrical.

6. See R sheets for instrumentation trough details.

off. 2.5' 5+75.02 Electrical panel (west), NOTES:

6+40.48, off. 5' Install yard hydrant 2 Remove existing water spigot.

Install waterline, off. 2'

2'-0"

(typ.)

foundation pole and Remove light powerline underground Remove off. 19.63' 5+43.94 Electrical pull box (208V)

Install water valve gate Remove electrical pannel.

Existing fence to remain

5+50.8, off. 5' Install yard hydrant 1

4+99.05, off. 6' Sewerline connection, .0 horizontal elbow Watereline, install 90°

Building sewerline Remove existing

Install fence Remove fence.

off. 2.5' Install PVC conduits

480V splice box Install electrical

Install waterline, off. 2' box 1 Instrumentation

Instrumentation trough footing 226.5 Wall 1, bottom elev. 226.5 Install waterline

5+75.02 Electrical panel (west)

5+85.35 Install light pole 1

5+50.8, inv. 226.5 Install yard hydrant 1, 6+40.48, inv. 226.5

Install yard hydrant 2

Install gate valves ground Existing inv. 226.5 Waterline, install 90° horizontal elbow

Finished surface Test Lanes inv. out 227.97 and bend down to meet 135° horizontal elbow in 229.97 +/-. Install 4+99.05 at existing inv.

Sewerline connection elev. 228.68 Electrical 480V splice box, elev. 228.68 Electrical PVC conduits

1. Verify the locations of yard hydrant. Final length and elevations of waterlines may be changed to fit field conditions as approved or directed by the CO. See Section 611.

2. See Details Yard Hydrant and Backflow Assembly for requirements.

NOTES:

6+40.48, off. 5' Install yard hydrant 2

Existing waterline to remain

Remove existing utility conduit (electrical) fence chain link Remove

0+00.00

N

Install storage bins

Remove existing fence

Existing sanitary sewerline to remain

Storm drain (typ.)

1+00.00

1+75.00, off. 2' Install yard hydrant 3

14'

Underdrain (typ.)

W a ll 1

W a ll 2

W a ll 3

W a ll 4

W a ll 5

Waterline, install 90° elbow i Waterline, install 90° elbow

Install waterline waterline Install

5'

DETAIL REFERENCE:

Det. E611-B: Yard Hydrant;

Det. E611-A: Backflow Assembly.

Wall 1 Wall 2 Wall 3 Wall 4 Wall 5

Underdrain (typ.)

Existing ground

Install waterline inv. 226.50 Install 90° horizontal elbow, inv. 224.75 Install 90° horizontal elbow, 1%

Existing sewerline to remain

Finished surface Test Lanes inv. 224.75 1+75.00 Install yard hydrant 3

U.S. DEPARTMENT OF TRANSPORTATION TURNER-FAIRBANK HIGHWAY RESEARCH CENTER

SOUTH TEST LANES

0+00 0+50 1+00 1+50 2+00

210 210

212 212

214 214

216 216

218 218

220 220

222 222

224 224

226 226

228 228

230 230

232 232

234 234

236 236

238 238

240 240

242 242

244 244

246 246

248 248

250 250

252 252

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STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) G02

N

W all 5

Underdrain (typ.)

Install sewerline

Remove sewerline

N

1. Verify limits of removal of existing sewerlines, waterlines, and electrical conduits.

2. Verify the locations of sanitary cleanouts. Final location, skew, length, elevations, and grade of sewerlines may be changed to fit field conditions as approved or directed by the CO.

3. Verify the locations of yard hydrant and gate valves. Final length and elevations of waterlines may be changed to fit field conditions as approved or directed by the CO. See Section 611.

4. Excavate trench at least 12 inches wide and backfill (no pay) according to Section 209. Verify limits of excavating trench and elevations may be changed to fit field conditions as approved or directed by the CO. Excavated trench is for electrical conduits system installed by other.

5. See R sheets for instrumentation trough details.

3+22.11, off. 12.44' Electrical pull box

NOTES:

conduit (electrical) Remove existing utility

3+26.34, off. 6' down to meet inv. 223.52.

horizontal elbow and bend Sewerline, install 135°

2+00.00

3+00.00

Remove existing fence

Install waterline

Install waterline bins storage Install off. 2' 1+75.00 hydrant 3 Install yard

2' elbow, 2+40.00, off. 5' Install 90° horizontal Install yard hydrant 4.

off. 14' elbow, 2+40.00, 90° horizontal Waterline, install elbow horizontal install 90° Waterline, 3+15.00, off. 5'

Install yard hydrant 5 to remain Existing sewerline remain manhole to Existing sanitary manhole connect to existing Install sewerline and

12.5'

3+34.05, off. 6' Install sanitary cleanout 3, 6' existing sewerline (no pay) Plug the opening after removal of

Install PVC conduits off. 12.5' sewerline Remove existing (fiberglass drop bowl) interior drop manhole existing manhole. Install Connect new sewerline to

2+55.38, off. 2.5' Electrical panel (east)

2+65.73, off. 6.65' Install light pole 4 off. 2.5' conduits Install PVC

Instrumentation box 5

Instrumentation trough

DETAIL REFERENCE:

Det. E605-A: Valve Box With Riser;

Det. E611-A: Backflow Assembly;

Det. E611-B: Yard Hydrant;

Det. E612-A: Interior Drop Manhole;

Det. E612-B: Sewer Cleanout;

edge of Test Lanes Existing ground at off. 14' Existing ground

Install waterline inv. 224.75 1+75.00 Install yard hydrant 3

2+65.73 Install light pole 4 elbow inv. 224.75 90° horizontal Waterline, install

Storm drain inv. 224.75 2+40.00 Install yard hydrant 4 inv. 224.75 3+15.00 Install yard hydrant 5

226.50 conduits, elev.

Electrical PVC box 3+22.11 to electrical junction 90° horizontal elbow

Electrical panel (east) 2+55.38, Finished surface Test Lanes

3+26.34, inv. in 224.67 Install sanitary cleanout 3, meet inv. out 223.52 elbow and bend down to Install 135° horizontal elbows, inv. 224.75 Install 90° horizontal

U.S. DEPARTMENT OF TRANSPORTATION TURNER-FAIRBANK HIGHWAY RESEARCH CENTER

PLAN-PROFILE UTILITIES

1+50 2+00 2+50 3+00 3+50

202 202

204 204

206 206

208 208

210 210

212 212

214 214

216 216

218 218

220 220

222 222

224 224

226 226

228 228

230 230

232 232

234 234

236 236

238 238

240 240

242 242

244 244

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STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) G03

EAST TEST LANES

220 225

WV

N

W a ll

4+00.00

3+82.07, off. 9.5' Install light pole 3

N

1. Verify limits of removal of existing sewerlines, waterlines, and electrical conduits.

2. Verify the locations of sanitary cleanouts. Final location, skew, length, elevations, and grade of sewerlines may be changed to fit field conditions as approved or directed by the CO.

3. Verify the locations of yard hydrant and gate valves. Final length and elevations of waterlines may be changed to fit field conditions as approved or directed by the CO. See Section 611.

4. Obtain approval for methods of connecting existing sewerline and electrical.

5. See R sheets for instrumentation trough details.

NOTES:

off. 12.5' Install PVC conduits

4+99.05, off. 6' Sewerline connection, W a ll

W a ll

W a ll

W a ll

Install yard hydrant 5 3+15.00, off. 5'

.0

5+00.006 off. 9.5' 4+44.05 cleanout 1 Install sanitary off. 6' 3+89.05, cleanout 2 sanitary Install

3+34.05, off. 6' Install sanitary cleanout 3

Remove existing sewerline sewerline Install new off. 6' sewerline, Install

Remove existing utilities (sewerline and electrical)

Remove fence. Install fence

.5

2.5'

2.5'

3+26.34, off. 6' 135° elbow Sewerline, install

Building

Install 480V electrical splice box trough Instrumentation box 1 Instrumentation

Instrumentation box 2

Instrumentation box 3 box 4 Instrumentation box 5 Instrumentation

4+49.71, off. 3.50' Install light pole 2

Install PVC conduits, off. 2.5' off. 12.44' box 3+22.11, Electrical pull

4+35.00, off. 6.50' Electrical panel A3+56.00, off. 6.50'

Electrical panel B

Remove light pole and foundation (typ.)

DETAIL REFERENCE:

Det. E611-A: Backflow Assembly;

Det. E611-B: Yard Hydrant;

Det. E612-A: Interior Drop Manhole;

Det. E612-B: Sewer Cleanout;

Det. E619-09: Chain Link Fence And Gate.

inv. out 227.97 and bend down to meet 135° horizontal elbow in 229.97 +/-. Install 4+99.05 at existing inv.

Sewerline connection

Wall 1Wall 2Wall 3Wall 4Wall 5

Existing ground at off. 12.5'

Existing ground at edge of Test Lanes Electrical PVC conduits

Bottom paved waterway at off. 7'

Install sewerline, off. 6' to meet inv. out 223.52 elbow and bend down Install 135° horizontal inv. 226.87 off. 6', 4+44.05 cleanout SC-1 Install sanitary inv. 225.77 off. 6', 3+89.05 cleanout SC-2 Install sanitary inv. in 223.52 off. 6', 3+34.05 cleanout SC-3 Install sanitary

2% Sewerline

Test Lanes Finished surface

1% Paved waterway

226.50 box, 3+22.11, elev.

from electrical pull 90° horizontal elbow

3+56.00 Electrical panel B

Install light pole 3, 3+82.07

4+49.7 Install light pole 2

4+35.00' Electrical panel A elev. 228.68 Electrical 480V splice box, U.S. DEPARTMENT OF TRANSPORTATION TURNER-FAIRBANK HIGHWAY RESEARCH CENTER

NORTH TEST LANES

3+50 4+00 4+50 5+00

206 206

208 208

210 210

212 212

214 214

216 216

218 218

220 220

222 222

224 224

226 226

228 228

230 230

232 232

234 234

236 236

238 238

240 240

242 242

244 244

246 246

248 248

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STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) G04

Sheet 1 of 4

Match line, see K02

N

0 5 10

U.S. DEPARTMENT OF TRANSPORTATION TURNER-FAIRBANK HIGHWAY RESEARCH CENTER

DRAINAGE PLAN

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STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) K01

1.00 %

230.10

Endcap inv.

inv. = 231.67

TOF = 228.50

TOW = 232.50

Wall 1

229.68

Endcap inv.

inv. = 231.25

TOF = 228.08

TOW = 232.08

Wall 2

W a ll 1

W a ll 2

W a ll 3

229.25

Endcap inv.

inv. = 230.82

TOF = 227.65

TOW = 231.65

Wall 3

1.00 % 1.00 %

229.32

Encap inv.

229.61

Encap inv.

228.93

Tee inv.

Offset (2 @ 45° elbows)

5+00.00

228.89

Encap inv.

229.61

Encap inv.

229.18

Encap inv.

228.47

Encap inv.

229.18

Encap inv.

228.76

Encap inv.

228.50

Tee inv.

NOTE:

See R sheets for more underdrain details.

M a tc h lin e , s e e K

PVC 4-inch, 75'

Schedule 80 perforated

PVC 4-inch, 39'

Schedule 80 perforated

4+00.00 min. below subbase bottom (typ.)

57 stone envelope around UD, 12" spacing (long x rad.). Provide no.

dia. holes @ 6"x3.14" "2

UD

Schedule 80 perforated PVC 4-inch

PVC 4-inch, 75'

Schedule 80 perforated

PVC 4-inch, 166'

Schedule 80 perforated PVC 4-inch, 39'

Schedule 80 perforated

Offset (2 @ 45° elbows)

Match line, see K01

0 50 10

DRAINAGE PLAN

Sheet 2 of 4

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STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) K02

% 1

.9 between UD (typ.)

Provide 2" min. horizontal clearance

PVC 4-inch, 74' perforated

Schedule 80

.9

M a tc h lin e , s e e K elbow inv. 228.92

90° longsweep

0+00.00

0.93% 1.36%

90° longsweep elbow inv. 228.92

Tee inv. 228.69 Tee inv. 228.26 elbow inv. 228.49

90° longsweep

1.36%

6+00.00

1. See R sheets for more underdrain details.

2. See Storm Drain Profiles and

DIP Underdrain Profiles for more details.

NOTES:

W a ll 1

W a ll 2

W a ll 3 inv. = 230.17

TOF = 228.50

TOW = 232.50

Wall 1

I-1

10" PVC

18" RCP

inv. = 229.75

TOF = 228.08

TOW = 232.08

Wall 2 inv. = 229.32

TOF = 227.65

TOW = 231.65

Wall 3

10" PVC 10" PVC

I-3

18" RCP

1+00.00

Coupler

4" PVC/DIP

elbow

DIP 45°

top lid 232.17

Valve box & riser

1 Extend 4" DIP outlet for visibility thru grate as required.

2 4" DIP pipe unlined Class 350 with joint type per profile.

Obtain approval from the CO for alternative joint types.

Approximately 22' total per valve, including fittings.

3 4" gate valve (non-rising stem) resilient wedge, MJ x MJ meeting AWWA C515 and C550. Obtain approval from the CO for alternative joint type.

1%

1%

24"x24"x4" PCC collar

4" PVC 22.5° elbow

4" DIP 45° elbow

2 228.01

PVC UD inv.

228.45

DIP UD inv.

I-2

PVC 24'

perforated

Schedule 80

PVC UD inv. 228.43

(typ.)

between UD clearance vertical

Provide 4" min.

PVC 24'

perforated

Schedule 80

Coupler

4" PVC/DIP

elbow

DIP 45°

1%

1%

4" PVC 22.5° elbow

24"x24"x4" PCC collar top lid 231.74

Valve box & riser

4" DIP 45° elbow

2 227.58

PVC UD inv.

228.01

DIP UD inv.

18" RCP

0.93%

PVC 4-inch, 90'

Schedule 80 nonperforated

PVC 4-inch perforated

Schedule 80

PVC 4-inch, 73' perforated

Schedule 80

PVC 4-inch, 74' perforated

Schedule 80

PVC 4-inch, 73' perforated

Schedule 80

PVC 4-inch, 74' perforated

Schedule 80

PVC 4-inch, 90'

Schedule 80 nonperforated

.9

%1 elbow inv. 228.49

90° longsweep

PVC 24'

perforated

Schedule 80

Schedule 80 perforated PVC 14' Schedule 80 perforated PVC 14'

90° longsweep elbow inv. 228.45

DETAILS REFERENCE:

Det. ET 602-7: Concrete Pipe Culvert Installation;

Det. 604-8A: Inlet For 12" To 36" Culvert;

Det. E605-A: Valve Box With Riser.

PVC 22.5° elbow

Match line, see K04

Sheet 3 of 4SCALE IN FEET

:5

J u ly

D r a in a g e P la

P R

O J E

C T

S

S P

E C

IA

L

\T u rn e r_

F a ir b a n k \5

(5

H

W Y

D

E S

\C A

D D

\K

T F

H R

C

(5

D ra in a g e

.d g n

STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) K03

inv. = 230.09

TOF = 226.92

TOW = 230.92

Wall 5 inv. = 230.40

TOF = 227.23

TOW = 231.23

Wall 4

228.52

Endcap inv.

228.83

Endcap inv.

M a tc h lin e , s e e K

228.76

Encap inv.

228.08

Tee inv.

Offset (2 x 45° elbows)

PVC 4-inch, 166'

Schedule 80 perforated

PVC 4-inch, 75'

Schedule 80 perforated

3+00.00

4+00.00

W a ll 4

W a ll 5

1.00 %

NOTE:

See R sheets for more underdrain details.

PVC 4-inch, 39'

Schedule 80 perforated

Finished elev. 230.75

Existing manhole to remain

Match line, see K03

Sheet 4 of 4SCALE IN FEET

:1

S e p te m b e r

D r a in a g e P la

P R

O J E

C T

S

S P

E C

IA

L

\T u rn e r_

F a ir b a n k \5

(5

H

W Y

D

E S

\C A

D D

\K

T F

H R

C

(5

D ra in a g e

.d g n

STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) K04

inv. = 228.90

TOF = 227.23

TOW = 231.23

Wall 4

I-4

18" RCP

1.36% 0.93%

227.83

Tee inv.

1. See R sheets for more underdrain details.

2. See Storm Drain Profiles and

DIP Underdrain Profiles for more details.

NOTES:

% 1

PVC 4-inch, 90'

Schedule 80 perforated

W a ll 4

PVC 4-inch, 73'

Schedule 80 perforated

W a ll 5

PVC 4-inch, 166''

Schedule 80 perforated

I-5 inv. = 228.59

TOF = 226.92

TOW = 230.92

Wall 5

Inlet, see Det. 604-8A and Note 2 (typ.)

M a tc h lin e , s e e K

1+00.00

2+00.00

24" RCP

Headwall

H-1

226.51

PVC UD inv.

227.58

DIP UD inv.

4" DIP 45° elbow

4" PVC 22.5° elbow

1%

.1 top lid 231.31

Valve box & riser

24"x24"x4" PCC collar

Coupler

4" PVC/DIP elbow

DIP 45°

24" RCP

90° longsweep elbow inv. 228.03

Schedule 80 perforated PVC 14' vertically to meet outlet inv. 226.51

Begin deflecting 4" PVC 02°23'

10" PVC

to meet outlet inv. 226.51

Begin deflecting 4" PVC 02°23' vertically

10" PVC

4" PVC 22.5° elbow

226.18

PVC UD inv.

230.75 elev.

Finished

.3

1 Extend 4" DIP outlet for visibility thru grate as required.

2 4" DIP pipe unlined Class 350 with joint type per profile.

Obtain approval from the CO for alternative joint types.

Approximately 22' total per valve, including fittings.

3 4" gate valve (non-rising stem) resilient wedge, MJ x MJ meeting AWWA C515 and C550. Obtain approval from the CO for alternative joint type.

Riprap, Class 3

DETAILS REFERENCE:

Det. E251-01: Loose Riprap At Culvert;

Det. ET 601-4: Concrete Headwall For Small Pipe Culvert;

Det. ET 602-7: Concrete Pipe Culvert Installation;

Det. 604-8A: Inlet For 12" To 36" Culvert;

Det. E605-A: Valve Box With Riser.

pipe culvert, 60'

Remove existing

218.00

220.00

222.00

224.00

226.00

228.00

230.00

232.00

234.00

-0+20 0+30 0+80

2.0 %

I-1

I-2

I-3

2.0 %

2.0 % inv. 229.72

10" PVC

10" PVC inv. 229.03

10" PVC inv. 228.18 t y p d e p r e s s io n

1.6 %

1.6 %

1.4 % extended stub

4" DIP 45° elbow w/

4" DIP, inv. 228.45

4" DIP, inv. 228.01

4" PVC, inv. 228.43

4" PVC, inv. 228.01

4" PVC, inv. 227.58

4" DIP 45° elbow w/ extended stub

(ditch bottom)

Proposed grade, typ.

18" RCP, 42.5'

18" RCP, 42.5'

18" RCP, 57.7'

Bot. 226.57

Bot. 225.87

Bot. 225.07 inv. 226.90

18" RCP

inv. 226.30

18" RCP

inv. 226.20

18" RCP

inv. 225.50

18" RCP

inv. 225.40

18" RCP

M a tc h lin e , s e e K

NOTE: Pipe lengths shown are measured from structure center.

TOG 231.88 TOG 231.03

TOG 230.18

(7.5' offset lt.)

Proposed grade

Det. 604-8A: Inlet For 12" To 36" Culvert.

Det. ET 602-7: Concrete Pipe Culvert Installation;

Det. ET 601-4: Concrete Headwall For Small Pipe Culvert;

DETAILS REFERENCE:

NO SCALE

STORM DRAIN PROFILE

Sheet 1 of 2

:2

S e p te m b e r

S to r m

D r a

P R

O J E

C T

S

S P

E C

IA

L

\T u rn e r_

F a ir b a n k \5

(5

H

W Y

D

E S

\C A

D D

\K

-T

F H

R C

(5

S to rm

D ra in P ro fi le s .d g n

STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) K05

218.00

220.00

222.00

224.00

226.00

228.00

230.00

232.00

234.00

1+30 1+80 2+30 2+50

I-4

I-5

H-1

2.0 %

Existing ground

(7.5' offset lt.)

Proposed grade

1.0 %

10" PVC inv. 227.02

10" PVC inv. 226.71

4" PVC, inv. 226.51

4" PVC, inv. 226.18 extended stub

4" dip 45° el w/

18" RCP, 30.8'

24" RCP, 81.0'

Bot. 224.27

Bot. 223.67

18" RCP inv. 224.70 18" RCP inv. 224.60

18" RCP inv. 224.10 inv. 224.00

18" RCP

inv. 223.00

24" RCP

4'8'

1V:2H fabric. Extend riprap 1' up side slopes at

Riprap (Class 3) apron, 12" thick w/ filter

10-yr. HGL

TOG 229.33

TOG 228.71

TOW 226.00

1.4 %

1.6 %

4" DIP, inv. 227.58

M a tc h lin e , s e e K

NOTE: Pipe lengths shown are measured from structure center.

(ditch bottom)

Proposed grade

Det. 604-8A: Inlet For 12" To 36" Culvert.

Det. ET 602-7: Concrete Pipe Culvert Installation;

Det. ET 601-4: Concrete Headwall For Small Pipe Culvert;

Det. E251-01: Loose Riprap At Culvert;

DETAILS REFERENCE:

STORM DRAIN PROFILE

Sheet 2 of 2

:3

S e p te m b e r

S to r m

D r a

P R

O J E

C T

S

S P

E C

IA

L

\T u rn e r_

F a ir b a n k \5

(5

H

W Y

D

E S

\C A

D D

\K

-T

F H

R C

(5

S to rm

D ra in P ro fi le s .d g n

STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) K06

224.00

226.00

228.00

230.00

232.00

234.00

236.00

-0+50 0+00 0+50

224.00

226.00

228.00

230.00

232.00

234.00

236.00

W-1

I-1

TOG 231.88

Existing ground 1V:3H typ.

1.0 %

TOW 232.50

10" PVC, inv. 229.72

10-yr. HGL

10" PVC, inv. 230.17

4" PVC, 22.5° elbow

4" PVC, inv. 228.43

Wall trench bot., 0.5%

Bot. 226.57

18" RCP, inv. 226.90

Shldr., 10'

Proposed grade

E d g e o f s h ld r

NOTE: Pipe lengths shown are measured from struture center.

UNDERDRAIN PROFILE

INLET I-1

:4

M a y

I n le t I

P R

O J E

C T

S

S P

E C

IA

L

\T u rn e r_

F a ir b a n k \5

(5

H

W Y

D

E S

\C A

D D

\K -T

F H

R C

(5

U n d e r

D ra in P ro fi le s .d g n

STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) K07

228.00

230.00

232.00

234.00

236.00

-0+50 0+00 0+50

224.00

226.00

228.00

230.00

232.00

234.00

236.00

W-2

I-2

TOG 231.03

Existing ground

10" PVC, inv. 229.03

4" PVC, 22.5° elbow

4" PVC, inv. 228.01 inv. out 226.20 inv. in 226.30, 18" RCP, Bot. 225.87

Wall trench bot., 0.5%

10" PVC, inv. 229.75

10-yr. HGL

1.0 %

Shldr., 10'

TOW 232.08

4" DIP (from valve), inv. 228.45

NOTE: Pipe lengths shown are measured from struture center.

E d g e o f s h ld r

INLET I-2

:0

J u n e

I n le t I

P R

O J E

C T

S

S P

E C

IA

L

\T u rn e r_

F a ir b a n k \5

(5

H

W Y

D

E S

\C A

D D

\K -T

F H

R C

(5

U n d e r

D ra in P ro fi le s .d g n

STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) K08

228.00

230.00

232.00

234.00

236.00

-0+50 0+00 0+50

224.00

226.00

228.00

230.00

232.00

234.00

236.00

I-3

W-3

TOG 230.18

Existing ground

10" PVC, inv. 228.18

4" DIP (from valve), inv. 228.45

4" PVC, inv. 227.58

10-yr. HGL

10" PVC, inv. 229.32

Wall trench bot., 0.5%

TOW 231.65

1.0 %

Shldr., 10'

4" PVC, 22.5° elbow inv. out 225.40 inv. in 225.50, 18" RCP, Bot. 225.07

NOTE: Pipe lengths shown are measured from struture center.

E d g e o f s h ld r

INLET I-3

:4

M a y

I n le t I

P R

O J E

C T

S

S P

E C

IA

L

\T u rn e r_

F a ir b a n k \5

(5

H

W Y

D

E S

\C A

D D

\K -T

F H

R C

(5

U n d e r

D ra in P ro fi le s .d g n

STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) K09

222.00

224.00

226.00

228.00

230.00

232.00

234.00

236.00

-0+50 0+00 0+50

222.00

224.00

226.00

228.00

230.00

232.00

234.00

236.00

I-4

W-4 inv. out 224.60 inv. in 224.70

18" RCP,

Bot. 224.27

4" PVC, inv. 226.51

4" DIP (from valve), inv. 227.58

10" PVC, inv. 227.02

Existing ground

TOG 229.33Shldr., 10'

1.0 %

TOW 231.23

10" PVC, inv. 228.90

Wall trench bot., 0.5%

10-yr. HGL

4" PVC, 22.5° elbow to meet outlet inv. 226.51

Deflect 4" PVC 2°23' vertically

Inv. 227.32

NOTE: Pipe lengths shown are measured from struture center.

E d g e o f s h ld r

INLET I-4

:4

M a y

I n le t I

P R

O J E

C T

S

S P

E C

IA

L

\T u rn e r_

F a ir b a n k \5

(5

H

W Y

D

E S

\C A

D D

\K -T

F H

R C

(5

U n d e r

D ra in P ro fi le s .d g n

STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) K10

222.00

226.00

228.00

230.00

232.00

234.00

236.00

-0+50 0+00 0+50

222.00

224.00

226.00

228.00

230.00

232.00

234.00

236.00

I-5

W-5

<3 inv. out 224.00 inv. in 224.10

18" RCP,

Bot. 223.67

4" PVC, inv. 226.18

10" PVC, inv. 226.71

Existing ground

TOG 228.71

Shldr., 10'

1.0 %

TOW 230.92

10" PVC, inv. 228.59

Wall trench bot., 0.5%

10-yr. HGL

4" PVC, 22.5° elbow to meet outlet inv. 226.18

Deflect 4" PVC 2°23' vertically

Inv. 227.02

NOTE: Pipe lengths shown are measured from struture center.

E d g e o f s h ld r

INLET I-5

:5

M a y

K

P R

O J E

C T

S

S P

E C

IA

L

\T u rn e r_

F a ir b a n k \5

(5

H

W Y

D

E S

\C A

D D

\K -T

F H

R C

(5

U n d e r

D ra in P ro fi le s .d g n

STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) K11

I-2

DIP UNDERDRAIN AND VALVE PROFILE (FROM TEST LANES TO I-2)

18"

RCP

236236 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28-2-4-6

0 2 4 6 8-2-4-6 10 12 14 16 18 20 22 24 26 28

4" PVC, 1'

4" Tee, inv. 228.69 push-on joints 45° hor. elbow

With Riser See Det. E605-A Valve Box

Existing ground

Proposed grade

4" DIP, 3.1'

4" DIP, 15'

1%1% push-on joints 45° hor. elbow grate as required) visibility from top of 4" DIP, 1.3' (extend for

Inv. 228.45

18" RCP (fr. I-1)

4" PVC (fr. W-2)

10" PVC (fr. W-2)

18" RCP (to I-3)

WEST NORTH

3'-0" (typ.)

(See Storm Drain Profiles and Underdrain

Plan for invert elevations)

I-1 BOX ELEVATIONS

2% min cross slope trowel smooth

PCC shaped invert 3" min above flowline

(to I-2)

18" RCP

4" PVC (fr. W-1)

10" PVC (fr. W-1)

4" PVC (fr. W-2)

10" PVC (fr. W-2)

NORTHWEST

(to I-3)

18" RCP

3'-0" (typ.)

2% min cross slope trowel smooth

PCC shaped invert 3" min above flowline

I-2 BOX ELEVATIONS

(See Storm Drain Profiles and Underdrain

Plan for invert elevations)

4" DIP

4" DIP

(fr. I-1)

18" RCP

4" PVC (fr. W-1)

18"

RCP

(R) 501 coupling or equal

DIP CL350 coupler Romac

4" schedule 80 PVC to 4"

4" DIP CL350

(unlined) 4" schedule 80 PVC

ShoulderTest Lanes

4" DIP, 1.8'

E d g e o f s h ld r

232.17 Top elev.

DIP UNDERDRAIN PROFILE

:3

S e p te m b e r

D

IP

U

D P ro fi le

P R

O J E

C T

S

S P

E C

IA

L

\T u rn e r_

F a ir b a n k \5

(5

H

W Y

D

E S

\C A

D D

\K

T F

H R

C

(5

D

IP

U D

P ro fi le s .d g n

STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) K12

I-3

DIP UNDERDRAIN AND VALVE PROFILE (FROM TEST LANES TO I-3)

236236 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28-2-4-6

0 2 4 6 8-2-4-6 10 12 14 16 18 20 22 24 26 28

4" PVC Sch. 80, 1'

4" Tee, inv. 228.26

With Riser See Det. E605-A Valve Box

Existing ground

Proposed grade

4" DIP, 15'

1%1% push-on joints 45° hor. elbow grate as required) visibility from top of 4" DIP, 1.3' (extend for

Inv. 228.01

18" RCP (fr. I-2) 4" PVC (fr. W-2)

10" PVC (fr. W-3)

18" RCP (to I-4)

4" PVC (fr. W-3)

10" PVC (fr. W-3)

(to I-4)

18" RCP

3'-0" (typ.)

2% min cross slope trowel smooth

PCC shaped invert 3" min above flowline

I-3 BOX ELEVATIONS

(See Storm Drain Profiles and Underdrain

Plan for invert elevations)

4" DIP

4" DIP

NORTHWEST

"8

(fr. I-1)

18" RCP

18"

RCP

4" DIP, 1.8'

(R) 501 coupling or equal

DIP CL350 coupler Romac

4" schedule 80 PVC to 4" push-on joints 45° hor. elbow

4" DIP, 3.1'

Shoulder

Test Lanes

(unlined) 4" schedule 80 PVC

E d g e o f s h ld r

231.74

:3

S e p te m b e r

D

IP

U

D P ro fi

P R

O J E

C T

S

S P

E C

IA

L

\T u rn e r_

F a ir b a n k \5

(5

H

W Y

D

E S

\C A

D D

\K

T F

H R

C

(5

D

IP

U D

P ro fi le s .d g n

STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) K13

I-4

DIP UNDERDRAIN AND VALVE PROFILE (FROM TEST LANES TO I-4)

I-4 BOX ELEVATIONS

WEST NORTH

(See Storm Drain Profiles and Underdrain

Plan for invert elevations)

4" PVC, 1'

4" Tee, inv. 227.83

4" DIP, 1.8'

push-on joints 45° hor. elbow

4" DIP, 3.1'

1% 1% With Riser Valve Box See Det. E605-A

4" DIP, 15'

Existing ground

Proposed grade push-on joints 45° hor. elbow grate as required) visibility from top of 4" DIP, 1.3' (extend for

18" RCP (fr. I-3)

18" RCP (to I-5)

4" PVC (fr. W-2)

Inv. 227.58

10" PVC (fr. W-3)

3'-0" (typ.)

2% min cross slope trowel smooth

PCC shaped invert 3" min above flowline

4" DIP

10" PVC (fr. W-4)

6"

(to I-5)

18" RCP

18" RCP (fr. I-3)

4" DIP

4" PVC (fr. W-4)

236236 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28-2-4-6

0 2 4 6 8-2-4-6 10 12 14 16 18 20 22 24 26 28

18"

RCP

4" PVC (fr. W-5)

10" PVC (fr. W-5)

NORTHWEST

(to H-1)

24" RCP

3'-0" (typ.)

I-5 BOX ELEVATIONS

(See Storm Drain Profiles and Underdrain

Plan for invert elevations)

2% min cross slope trowel smooth

PCC shaped invert 3" min above flowline

6" 18"

RCP

4" PVC

(fr. I-4)

18" RCP

Shoulder

Test Lanes

(unlined) 4" schedule 80 PVC

E d g e o f s h ld r

(R) 501 coupling or equal

DIP CL350 coupler Romac

4" schedule 80 PVC to 4"

231.31

:3

S e p te m b e r

D

IP

U

D P ro fi

P R

O J E

C T

S

S P

E C

IA

L

\T u rn e r_

F a ir b a n k \5

(5

H

W Y

D

E S

\C A

D D

\K

T F

H R

C

(5

D

IP

U D

P ro fi le s .d g n

STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) K14

U.S. DEPARTMENT OF TRANSPORTATION TURNER-FAIRBANK HIGHWAY RESEARCH CENTER

CONTROL NARRATIVE

EROSION & SEDIMENT

:2

J u ly

N a r r

P R

O J E

C T

S

S P

E C

IA

L

\T u rn e r_

F a ir b a n k \5

(5

H

W Y

D

E S

\C A

D D

\M

M

T F

H R

C

(5

E S

C N a rr

.d g n

STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) M01

U.S. DEPARTMENT OF TRANSPORTATION TURNER-FAIRBANK HIGHWAY RESEARCH CENTER

:1

S e p te m b e r

N a r r

P R

O J E

C T

S

S P

E C

IA

L

\T u rn e r_

F a ir b a n k \5

(5

H

W Y

D

E S

\C A

D D

\M

M

T F

H R

C

(5

E S

C N a rr

.d g n

STATE PROJECT

NUMBER

VA VA ST TFHRC 50(5) M02

U.S. DEPARTMENT OF TRANSPORTATION TURNER-FAIRBANK HIGHWAY…