Plans_PRA-GWMP_500(1).pdf

PDF 41 MB Posted Mar 20, 2015

Attached to: George Washington Memorial Parkway 500(1)
Solicitation number: DTFH71-15-B-00016
Issued by: Department of Transportation Federal Highway Administration

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Plans_PRA-GWMP 500(1)

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File	Type	Posted
Amendment_0002_-_PRA-GWMP_500(1).pdf	PDF	Apr 9, 2015
Amendment_0001_-_PRA-GWMP_500(1).pdf	PDF	Apr 3, 2015
ADV_Bidder's_Qualifications_Form.doc	DOC document	Mar 20, 2015
Bridge_Inspection_Report_Str-3300-027.pdf	PDF	Mar 20, 2015
FP03_Eng_.pdf	PDF	Mar 20, 2015
FP03_Errata.pdf	PDF	Mar 20, 2015
IFB_Solicitation_PRA-GWMP_500(1).pdf	PDF	Mar 20, 2015
Bridge_Inspection_Report_Str-3300-028.pdf	PDF	Mar 20, 2015
VETS-100A-Form.pdf	PDF	Mar 20, 2015
Certification_Program_for_Bridge_Temporary_Works.pdf	PDF	Mar 20, 2015
ADV_Subcontracting_Plan.doc	DOC document	Mar 20, 2015
Categorical_Exclusion_Form_(NEPA).pdf	PDF	Mar 20, 2015
Synopsis_PRA-GWMP_500(1).doc	DOC document	Mar 4, 2015

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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 or

UD UD

W W

FOUND

36 31

6 1

36 31

6 1

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

Average daily traffic ADT

Alternate alt.

Ahead AH

Aggregate aggr.

Abutment Abut.

Footing ftg.

Flange flg.

Finish fin.

Inside diameter ID

West W

(curve delta or deflection)

Curve total angle

(spiral curve transitions)

Curve centeral angle

Culvert culv.

Corrugated metal pipe CMP

Continuous cont.

Construction joint Constr. jt.

Connection conn.

Column col.

Clear clr.

Centers ctrs.

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

Centerline

Drop Inlet DI

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

Distance dist.

Diaphragm diaph.

Diameter D, dia., or

Diagonal diag.

Design speed V

Design hourly volume DHV

Expansion joint exp. jt.

Excavation exc.

Equation EQ or eq.

End section ES

Embankment emb.

[El. 94.16]

Elevation with number El. 94.161

Elevation elev.

Edge of pavement EP or EOP

East E

Gage(gauge) ga.

Galvanized galv.

High water HW

Hexagon hex.

Headwall hdwl.

Joint jt.

Low water LW

Longitudinal(longitude) long.

Length of spiral Ls

(spiral curve transision)

Length of curve Lc

Length of curve(simple curve) L

Left lt., Lt. or LT

Latitude lat.

Lamination lam.

On centers o. c.

Outside diameter OD

Out to out o. to o.

Original groung OG

North N

Normal crown NC or NCR

Route Rte.

Roadway Rdwy.

Right-of-way R/W

Right Rt., rt.or RT

Required reqd.

Reinforcement (reinforced) reinf.

Range R.

Radius R

Symmetrical sym.

Superelevation rate e

Structure struc.

Stringer stgr.

Stiffener stiff.

Station Sta.

Standard std.

Spiral central angle s

Spacing, spaces or spaced spa.

South S

Section Sec.

Typical typ.

Township T.

Thread thd.

easement

Temporary construction TCE

Temporary benchmark TBM

(spiral curve transision)

Tangent distance Ts

(tangent length)

Tangent distance T

Vertical point of intersection VPI

Vehicle per hour vph

LAKE, POND or RESERVOIR; MARSHLAND

SLOPE STAKE

PROPOSEDEXISTING

PROJECTED

INTERSTATE U.S. STATE

AREA PATTERN

TREELINE; TREE

BUILDING

UNDERDRAIN

BOX CULVERT

CULVERT with DROP INLET

PIPE CULVERT with HEADWALL

PIPE CULVERT with END SECTION

PIPE CULVERT (arrow shows flow)

BRIDGE

STREET LIGHT

TELEPHONE BOOTH or PEDESTAL

SUPPORT POLE with ANCHOR

RETAINING WALL

SIGNS

PORTABLE

POST MOUNTED

GUARDRAIL

CATTLEGUARD

GATE with FENCE

FENCE

MATERIAL SOURCE

NORTH ARROW

EXISTING PROPOSED

wall facewall face

TB or TP or

P/LP/L

MEDIAN & SIDE (CONCRETE) BARRIER

FOREST BOUNDARY

NATIONAL PARK or

SECTION LINE16

SECTION LINE4

SECTION LINE

COUNTY BOUNDARY

CITY BOUNDARYCITY BOUNDARY

NATIONAL BOUNDARY

STATE BOUNDARY

TOWNSHIP or RANGE LINE

PROPERTY LINE

BRASS CAP

STEEL PIN

Top of Triangle Points North

TRAVERSE POINT (Horizontal & Vertical)

TRAVERSE POINT (Horizontal)

COORDINATE GRID TICK

SPOT ELEVATION

HUB & TACK

BORING LOCATION

RIPRAP/CULVERT RIPRAP

CHECK DAM

DIVERSION BERM

SILT FENCE

MILL AND OVERLAY

SIDEWALK ASPHALT/CONCRETE

FULL DEPTH PAVEMENT

OVERLAY

SECTION CORNER

SECTION CORNER4

SECTION16

PROPERTY CORNER

PARCEL NUMBER

EASEMENT (Permanent - Construction)

ROUTE NUMBERS

RIGHT-OF-WAY LINE

with MONUMENT

RIGHT-OF-WAY LINE

TOP OF CUT

TOE OF FILL

TRANSITION

SINGLE TRACK

ROADWAY, EXISTING

INTERMITTENT DRAINAGE/ SMALL CREEK

SPRING

LARGE CREEK/RIVER

RAILROAD

TRAIL

MULTIPLE TRACK

FO=Fibre optics

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

E=Electrical for distribution line

P=Electrical for transmission line

OVERHEAD(POWER POLE) UTILITIES

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

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:-

DIVERSION CHANNEL

TEST PIT

B-1

TP-1

ABBREVIATIONS

SYMBOLS AND

EOP

EOG

embankment

Mechanically stabilized MSE

Monument mon. or MON

Minimum min.

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

Maximum max.

Material matl.

Mainline M.L.

Point on tangent POT

Point on spiral POS

Point on curve POC

Point of tangent to spiral PS or TS

Point of tangent PT

Point of spiral to tangent PST or ST spiral

Point of spiral to reverse SRS

Point of spiral to curve PSC or SC

Point of intersection PI

Point of curve to spiral PCS or CS

Point of curve PC

Point of compound curve PCC

Plate pl.

PHTPhoto monument

Pavement pvmt.

Bench mark BM

Beginning beg.

Bearing brg.

Balance point BP

Back BK

STR.STRUCTURE

CONCRETE Conc.

SACP

NMSA

SUPERPAVE ASPHALT CONCRETE PAVEMENT

HOT ASPHALT CONCRETE PAVEMENT HACP

EQUIVALENT SINGLE AXLE LOAD ESAL

NOMINAL MAXIMUM SIZE AGGREGATE

TEMPORARY MULCHED TRAIL

CONCRETE DRIVING PADS

ASPHALT REMOVAL/LATEX MODIFIED CONCRETE OVERLAY

PORTABLE CHANGEABLE MESSAGE SIGN PCMS

LATEX MODIFIED CONCRETE LMC

TEST HOLE TH

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D A -P

R A -G

W M

P (1 s y m .d g n

M -J u n -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PRA-GWMP 500(1)

NPS

NO.

90564

NO.

PMIS

NC VA

GEORGE WASHINGTON MEMORIAL PARKWAY

119399

County

Arlington

R iv e r

P o to m a c li ar

T n u R eli M r u o

F airdnaxelA oT

Structure No.

3300-028P

Structure No.

3300-027P

Ramp 500A

Ramp 500B

R iv e r

P o to m c

Di st ric t of Co lumbia

T e rm in a l B

T e r m in a l A

T e rm in a l C

LOCATION MAP

Ramp 500C

32+83

End Trail Work

1+00

Begin Work

Rte. 233

20+00

Begin Trail Work

12+44

End Work

STR. 3300-027P

GWMP Maintenance

Facility

End Trail Work

23+41

Begin Trail Work

30+00

STR. 3300-027P

Begin Work

10+49

SCALE IN FEET

500 0 500

Metro Crossing

Rte. 233

End Work

5+93

SBPkwy

Memorial

Washington George

Crystal Drive d a o R e b el G .

Mt. Vernon Trail

.C .D no tg ni hs a W oT

Jefferson Davis Hwy

Vir gin ia

Avi atio n C ir

Marin a D rive Marina Drive

Geo rge location (See Note 2)

Containment trailer

NOTES:

FR & P Railroad

Airport National

Washington Reagan Ronald

Island Nursery (See Note 1)

Staging Area at Daingerfield sta. 30+00 to 32+83.

associted with trail work from sta. 19+92 to 23+41 and in major land disturbance. Land disturbing activities are reconstruction, and other minor work that does not result

3. Bridge and ramp work includes mill and overlay, sidewalk according to Section 563.

containment trailer. Maintain the containment location

2. Obtain the CO’s approval for the final location of the staging areas unless approved by the CO.

after work is complete. Do not use other locations as

1. Restore the staging area to its pre-construction conditions

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D A -P

R A -G

W M

P (1 lo c .d g n

-A p r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PRA-GWMP 500(1)

NPS

NO.

90564

NO.

PMIS

NC VA

GEORGE WASHINGTON MEMORIAL PARKWAY

Project : gwmp500(1)

Geoid Model : GEIOD09 (Conus)

Ellipsoid Name : Geodetic Ref System 1980

Vert. Datum : NAVD 1988

Hor. Datum : NAD 1983 (Conus)

Zone : Virginia North 4501

Coordinate System : US State Plane 1983

PROJECT COORDINATE SYSTEM

TBAR

USDOI

METRO1988-HUN99

SIGNAL

USGSC

O R

T E

MAINTENANCE

END STATE

233W-SLIPPERY

O V

E R H

E A

D I

N F

O N R

E D

S T

O P H

E R

R O

U T E S I

N F

L D

Pavement Break

Abutment Separation Area

25 2

24.73

42 K E E P

H T

PARKING

AIRPORT

30+00

31+00

32+00

POT 30+00.00

PT 30+67.92

PC 31

+91.1

PT 32+26.38

PC 32+31.87

POT 32

+82.5

PT 32+65.25

TBAR

PC 30+

01.50

PARKING

AIRPORT

SURVEY INFORMATION SHEET

6995490.261

6995531.161

11896409.181

11896522.304

24.021

43.590

TBAR

NAME NORTHING EASTING ELEV. TYPE

PROJECT CONTROL POINTS

ROUTE 233

G W

M P

L I

A R

T N

O N

R E

V .

PLANTATION

ABINGDON

LIGHT

INFORMATION

MT. VERNON TRAIL

ROUTE 233 &

C u r v e

Curve 7

LC (Chain RTE233)

C (Chain BKT28P)L

P C

P T

NO SCALE

8" IWFM

15" RCP

" R

12" SANITARY SEW

ER FM

NOTES:

for additional information on test holes.

Refer to Test Hole Utility Information sheet curve data.

See Horizontal Alignment Data Sheet for

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D A -P

R A -G

W M

P (1 s u r .d g n

M -J u n -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PRA-GWMP 500(1)

NPS

NO.

90564

NO.

PMIS

NC VA

GEORGE WASHINGTON MEMORIAL PARKWAY

NAME

NORTHING

6994862.120

6994665.972

6994650.879

6994965.539

EASTING

11896436.625

11896275.619

11896238.648

11896306.743

ELEV.

32.468

17.381

12.202

16.211

TYPE

TBAR

PROJECT CONTROL POINTS

TBAR

TBAR5003

TBAR

A K

S P

O S

S P

O S

24"O

NEW TREE1"

EBOXMHMH

SMH

BARRICADES

AHEAD

BIKE

DISMOUNT

A bu tm en t S eparation A rea

Pavem ent B reak

15 15

D I

M E T R

STOP

TBAR

SURVEY INFORMATION SHEET

B00 5 P

MAR

GWMP

0 1

MT. VERNON TRAIL

RAMP 500B &

P O

P C

P T

P C

T .0

P C

P T

Project : gwmp500(1)

Geoid Model : GEIOD09 (Conus)

Ellipsoid Name : Geodetic Ref System 1980

Vert. Datum : NAVD 1988

Hor. Datum : NAD 1983 (Conus)

Zone : Virginia North 4501

Coordinate System : US State Plane 1983

PROJECT COORDINATE SYSTEM

Curve

Curve 6

Curve 9

Curve 8

NOTES:

C (Chain RAMPB) L

C (Chain BKT27P) L

MT. VERNON TRAIL

structure only

This alignment is for bridge

NO SCALE

TH-3

TH-2

P P

15" RCP

C P

R C P

C P

12" RCP

18" RCP

C P

27" R C P

24" R C P

4" G A S

6" W

S A

A R

Y S

E W

E R A

B A

N D

O N E D

TH-4

TH-1

" R

C P

A b a n d o n e d

W a te r

15" RCP

" R

C P

4" G A S for additional information on test holes.

Refer to Test Hole Utility Information sheet curve data.

See Horizontal Alignment Data Sheet for

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D A -P

R A -G

W M

P (1 s u r .d g n

:1 :5

M -J u n -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PRA-GWMP 500(1)

NPS

NO.

90564

NO.

PMIS

NC VA

GEORGE WASHINGTON MEMORIAL PARKWAY

Point 4500 N 6,995,461.27 E 11,896,434.23 Sta 30+00.00

Course from 4500 to PC BKT28P-1 N 8° 00’ 33.40" W Dist 1.50

P.I. Station 30+35.02 N 6,995,495.95 E 11,896,429.35

P.C. Station 30+01.50 N 6,995,462.76 E 11,896,434.02

P.T. Station 30+67.92 N 6,995,528.85 E 11,896,435.76

Course from PT BKT28P-1 to PC BKT28P-2 N 11° 01’ 00.14" E Dist 123.22

P.I. Station 32+08.81 N 6,995,667.14 E 11,896,462.68

P.C. Station 31+91.14 N 6,995,649.80 E 11,896,459.30

P.T. Station 32+26.38 N 6,995,684.81 E 11,896,462.96

Course from PT BKT28P-2 to PC BKT28P-3 N 0° 55’ 13.67" E Dist 5.49

P.I. Station 32+48.60 N 6,995,707.02 E 11,896,463.32

P.C. Station 32+31.87 N 6,995,690.29 E 11,896,463.05

P.T. Station 32+65.25 N 6,995,723.47 E 11,896,466.36

Course from PT BKT28P-3 to 4501 N 10° 28’ 55.65" E Dist 17.33

Point 4501 N 6,995,740.51 E 11,896,469.52 Sta 32+82.58

Beginning chain BKT28P description

Curve Data

Delta = 19° 01’ 33.62" (RT)

Degree = 28° 38’ 52.40"

Tangent = 33.52

Length = 66.41

Radius = 200.00

External = 2.79

Long Chord = 66.11

Mid. Ord. = 2.75

C.C. N 6,995,490.63 E 11,896,632.07

Back = N 8° 00’ 33.48" W

Ahead = N 11° 01’ 00.14" E

Chord Bear = N 1° 30’ 13.33" E

Delta = 10° 05’ 46.47" (LT)

Degree = 28° 38’ 52.40"

Tangent = 17.67

Length = 35.24

Radius = 200.00

External = 0.78

Long Chord = 35.20

Mid. Ord. = 0.78

C.C. N 6,995,688.02 E 11,896,262.99

Back = N 11° 01’ 00.14" E

Ahead = N 0° 55’ 13.67" E

Chord Bear = N 5° 58’ 06.91" E

Delta = 9° 33’ 41.98" (RT)

Degree = 28° 38’ 52.40"

Tangent = 16.73

Length = 33.38

Radius = 200.00

External = 0.70

Long Chord = 33.34

Mid. Ord. = 0.70

C.C. N 6,995,687.08 E 11,896,663.03

Back = N 0° 55’ 13.67" E

Ahead = N 10° 28’ 55.65" E

Chord Bear = N 5° 42’ 04.66" E

Ending chain BKT28P description

Curve 1 (BKT28P-1)

Curve 2 (BKT28P-2)

Curve 3 (BKT28P-3)

DATA SHEET

HORIZONTAL ALIGNMENT

Ending chain BKT27P description

Point 5002 N 6,994,877.48 E 11,896,287.99 Sta 23+41.07

Course from PT BKT27P-3 to 5002 N 23° 13’ 34.50" E Dist 5.40

Chord Bear = N 17° 44’ 49.22" E

Ahead = N 23° 13’ 34.51" E

Back = N 12° 16’ 03.93" E

C.C. N 6,994,833.08 E 11,896,377.76

P.T. Station 23+35.67 N 6,994,872.52 E 11,896,285.86

P.C. Station 23+16.55 N 6,994,854.33 E 11,896,280.04

Mid. Ord. = 0.46

Long Chord = 19.10

External = 0.46

Radius = 100.00

Length = 19.13

Tangent = 9.59

Degree = 57° 17’ 44.81"

Delta = 10° 57’ 30.58" (RT)

P.I. Station 23+26.14 N 6,994,863.70 E 11,896,282.08

Curve 6 (BKT27P-3)

Course from 5001 to PC BKT27P-3 N 11° 38’ 44.29" E Dist 54.96

Point 5001 N 6,994,800.50 E 11,896,268.95 Sta 22+61.58

Course from PT BKT27P-2 to 5001 N 11° 33’ 55.98" E Dist 64.87

Chord Bear = N 2° 55’ 00.95" E

Ahead = N 10° 17’ 50.90" E

Back = N 4° 27’ 49.00" W

C.C. N 6,994,720.58 E 11,896,345.97

P.T. Station 21+96.71 N 6,994,736.94 E 11,896,255.94

P.C. Station 21+73.14 N 6,994,713.46 E 11,896,254.75

Mid. Ord. = 0.76

Long Chord = 23.51

External = 0.76

Radius = 91.50

Length = 23.57

Tangent = 11.85

Degree = 62° 37’ 06.02"

Delta = 14° 45’ 39.90" (RT)

P.I. Station 21+84.99 N 6,994,725.28 E 11,896,253.82

Curve 5 (BKT27P-2)

Course from PT BKT27P-1 to PC BKT27P-2 N 4° 27’ 49.00" W Dist 79.70

Chord Bear = N 2° 36’ 12.00" E

Ahead = N 4° 27’ 49.00" W

Back = N 9° 40’ 12.99" E

C.C. N 6,994,617.94 E 11,896,055.07

P.T. Station 20+93.44 N 6,994,634.01 E 11,896,260.95

P.C. Station 20+42.50 N 6,994,583.25 E 11,896,258.64

Mid. Ord. = 1.57

Long Chord = 50.81

External = 1.58

Radius = 206.50

Length = 50.94

Tangent = 25.60

Degree = 27° 44’ 46.10"

Delta = 14° 08’ 01.99" (LT)

P.I. Station 20+68.10 N 6,994,608.49 E 11,896,262.94

Curve 4 (BKT27P-1)

Course from 5000 to PC BKT27P-1 N 9° 40’ 13.00" E Dist 42.50

Point 5000 N 6,994,541.35 E 11,896,251.50 Sta 20+00.00

Beginning chain BKT27P description

Ending chain RTE233 description

Chord Bear = S 60° 22’ 05.88" E

Ahead = S 50° 15’ 46.80" E

Back = S 70° 28’ 24.95" E

C.C. N 495,569.32 E 896,886.09

P.T. Station 5+84.29 N 495,838.47 E 897,109.84

P.C. Station 4+60.83 N 495,899.20 E 897,003.08

Mid. Ord. = 5.43

Long Chord = 122.82

External = 5.52

Radius = 350.00

Length = 123.46

Tangent = 62.38

Degree = 16° 22’ 12.80"

Delta = 20° 12’ 38.16" (RT)

P.I. Station 5+23.21 N 495,878.35 E 897,061.87

Curve 7 (RTE233-1)

Course from 1 to PC RTE233-1 S 69° 54’ 55.91" E Dist 360.83

Point 1 N 496,023.11 E 896,664.19 Sta 1+00.00

Beginning chain RTE233 description

Ending chain RAMPB description

Chord Bear = S 30° 49’ 17.87" W

Ahead = S 26° 46’ 37.01" W

Back = S 34° 51’ 58.73" W

C.C. N 494,744.46 E 896,977.71

P.T. Station 13+08.37 N 494,918.73 E 896,632.36

P.C. Station 12+53.75 N 494,965.59 E 896,660.32

Mid. Ord. = 0.96

Long Chord = 54.57

External = 0.97

Radius = 386.83

Length = 54.61

Tangent = 27.35

Degree = 14° 48’ 42.04"

Delta = 8° 05’ 21.72" (LT)

P.I. Station 12+81.11 N 494,943.15 E 896,644.68

Curve 9 (RAMPB-2)

Curve Data

Chord Bear = S 48° 16’ 26.82" W

Ahead = S 36° 39’ 48.09" W

Back = S 59° 53’ 05.54" W

C.C. N 494,664.59 E 897,064.68

P.T. Station 12+53.75 N 494,965.59 E 896,660.32

P.C. Station 10+49.45 N 495,100.64 E 896,811.76

Mid. Ord. = 10.32

Long Chord = 202.91

External = 10.53

Radius = 504.09

Length = 204.30

Tangent = 103.57

Degree = 11° 21’ 57.99"

Delta = 23° 13’ 17.45" (LT)

P.I. Station 11+53.02 N 495,048.68 E 896,722.17

Curve 8 (RAMPB-1)

Course from 10 to PC RAMPB-1 S 59° 00’ 38.89" W Dist 49.45

Point 10 N 495,126.10 E 896,854.15 Sta 10+00.00

Beginning chain RAMPB description

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D A -P

R A -G

W M

P (1 s u r .d g n

-J a n -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PRA-GWMP 500(1)

NPS

NO.

90564

NO.

PMIS

NC VA

GEORGE WASHINGTON MEMORIAL PARKWAY

D I

M H

WASHINGTON

GEORGE

GEORGE WASHINGTONMEMORIAL PARKWAY SBL

MEMORIAL PARKWAY NBL

MET

RAI

A b a n d o n e d

W a te r

C P

R C P

C P

" R

S A N

A R Y S

B A N D O

12" R

18"

RCP

C P

R C P

RCP

6" S S

4" S

4" S S

8" SS

4" G

M H

A N

A R

Y S

E W

E R F

F M

R C P

M H

12" SANITARY SEWER FM

TBAR

A K

T E

24"OAK

MHMH

BARRICADES

N A

STOP

S P

A K

N O

A R

15 15

SMH

NEW TREE1"

AHEAD

BIKE

DISMOUNT

TBAR

T B

A R

T B

A R

TBAR

A I R

P O

R T P

A R

K I

P O

R T P

A R

K I

U S

D O I

I N

F O

L I G

H T

T B

A R

KEEP

RIG

P L

A N

T A

T I O

A R

L I N

G T

O N

N A

U S

G S

C U

S G

S C

YIELD

ROUTES I

NFO

A b u tm e n t

S e p a r a ti o n A r e a

A bu tm en t S ep ar at io n A re a

P a v e m e n t

B r e a k

Pa ve m en t B re ak

T R

O H

U N

OVER HEAD INFO

W S

L I P P

E R

M A I N

T E

N A

N C

E N

D S

T A

INV=12.

17’

TOP=15.7

3’

15"

RCP

1+00

2+00

3+00

5+00

P O

P C

P T

P C

P T

P C

5+ .8

4+00

P O

P C

P T

P C

P T

P I

P C

P T

P O

T .0

P C

P T

POT 1+00.00

PC 4+60.83

PT 5+84.29

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D A -P

R A -G

W M

P (1 u tl .d g n

M -J u l-

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PRA-GWMP 500(1)

NPS

NO.

90564

NO.

PMIS

NC VA

GEORGE WASHINGTON MEMORIAL PARKWAY

119399

Test Hole #5 (TH-5)

INFORMATION SHEET

TEST HOLE UTILITY

Test Hole #4 (TH-4)

Test Hole #3 (TH-3)

Test Hole #2 (TH-2)

Test Hole #1 (TH-1)

SCALE IN FEET

0 50 100

SHEET 1 OF 2

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D A -P

R A -G

W M

P (1 u tl .d g n

M -J u n -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PRA-GWMP 500(1)

NPS

NO.

90564

NO.

PMIS

NC VA

GEORGE WASHINGTON MEMORIAL PARKWAY

119399 A8

INFORMATION SHEET

TEST HOLE UTILITY

SHEET 2 OF 2

Existing Travelway

Existing conc. curb (typ.)

Existing ground

EXISTING PROPOSED

Varies (10’ - 20’)

Existing Travelway

Match existing slope

Existing ground (typ.)

TYPICAL SECTIONS

Ramp 500A & Ramp 500C

" Depth2

Asphalt pavement milling, Match existing slope

" Depth2

Asphalt Pavement Milling, " NMSA, 0.3 < 3 M ESAL’s2

12" SACP,

Type IV Roughness

" NMSA, 0.3 to < 3 M ESAL’s, 8

3" SACP, 2

Type IV Roughness

" NMSA, 0.3 to < 3 M ESAL’s, 8

3" SACP, 2

18’ –

" NMSA, 0.3 to < 3 M ESAL’s2

12" SACP,

Existing aggregate base

Ramp 500C

Ramp 500A

Limits of Construction

NOT TO SCALE

Existing aggregate base conc. curb (typ.)

Do not disturb existing

Asphalt tack coat

Existing asphalt pavement

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D B 1- P

R A -G

W M

P (1 ty p .d g n

M -J u l-

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PRA-GWMP 500(1)

NPS

NO.

90564

NO.

PMIS

NC VA

GEORGE WASHINGTON MEMORIAL PARKWAY

Match existing slope

20’ - 0"

Existing ground (typ.)

Existing conc. curb & gutter (typ.)

EXISTING PROPOSED

TYPICAL SECTIONS

Ramp 500B

Existing Travelway

Match existing slope

Existing ground (typ.)

Varies (15’ - 22’)

Existing conc. curb (typ.)

" Depth2

Asphalt pavement milling, " Depth2

Asphalt pavement milling, Type IV Roughness

" NMSA, 0.3 to < 3 M ESAL’s, 8

3" SACP, 2

Type IV Roughness

" NMSA, 0.3 to < 3 M ESAL’s, 8

3" SACP, 2

" NMSA, 0.3 to < 3 M ESAL’s2

12" SACP,

" NMSA, 0.3 to < 3 M ESAL’s2

12" SACP,

Existing aggregate base

Limits of Construction

NOT TO SCALE

Asphalt tack coat

Ramp 500B

Sta. 8+70 to Sta. 10+49

Ramp 500B

Sta. 12+44 to GWMP

Asphalt tack coat

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D B 1- P

R A -G

W M

P (1 ty p .d g n

M -J u l-

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PRA-GWMP 500(1)

NPS

NO.

90564

NO.

PMIS

NC VA

GEORGE WASHINGTON MEMORIAL PARKWAY

Varies (0’ - 21’)

TYPICAL SECTIONS

NOTES:

4" Aggregate Base Grading C or D (See Note 2)

2% 2%

1V:6H or flatter

Existing ground (typ.)

& Mt. Vernon Trail

(Access to DCA from GWMP NB)

Access Ramp

Propose Trail

9’ –

See Plan sheets

Existing Trail

Mt. Vernon Trail

20+00 - 20+90

12’ –

Varies

Lateral Limits of Construction (Varies)

Existing Mt. Vernon trail

24"

(16"d x 24"w x 4"h)

(Variable depth)

Embankment construction

2’-0" 6’-0" 2’-0"

6" Aggregate base, Grading C or D

Remove existing aggregate base establish turf

Place 4 inches of topsoil and variable depth

Embankment construction, establish turf

Place 4 inches of topsoil and directed by the CO.

Remove existing curb where applicable as and establish turf

Place 4 inches of topsoil

Limits of Construction

NOT TO SCALE

Concrete Drive Pads

(Variable depth)

Embankment construction

Concrete Drive Pads (1 Piece)

Trail Typical Section Below)

(See Construction Plan sheets and Mt. Vernon

Match existing ground or top of proposed trail

2% as directed by the CO.

Remove existing curb where applicable applicable as directed by the CO.

Remove existing conc. barrier where

Construction Plan sheets)

(See Access Ramp typical section above and

Construct embankment and place 4 inches of topsoil

Access Ramp

Construction Plan sheets)

(See Access Ramp typical section above and

Construct embankment and place 4 inches of topsoil to the CO for approval at least 14 days prior to installation.

Submit construction recommendations, details, and material certifications

4. Install concrete drive pads according to manufacturers recommendations.

the CO.

3. Provide topsoil and establish turf on all disturbed areas as directed by or the Access Ramp (See Construction Plan sheets).

place aggregate base where the proposed trail overlaps the existing trail

2. Only trail section south of the Access Ramp is shown in this plan. Do not

Ramp.

1. See Construction Plan sheets (Sheet D5) for the location of the Access type III A

Earthwork geotextile, type III-A

Earthwork geotextile, 4" Minor Hot Asphalt Concrete Pavement

4" Aggregate-Topsoil Course

Concrete Drive Pads in-filled with

Remove existing asphalt pavement

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D B 1- P

R A -G

W M

P (1 ty p .d g n

M -J u l-

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PRA-GWMP 500(1)

NPS

NO.

90564

NO.

PMIS

NC VA

GEORGE WASHINGTON MEMORIAL PARKWAY

TYPICAL SECTIONS

C L

Mt. Vernon Trail

22+10 - 22+60

Shldr

Proposed Trail

Shldr

Existing Trail

9’- 0"

1’-6"min.

1’-0"

C L

Shldr

Proposed Trail

11’-0"

Mt. Vernon Trail

20+90 - 21+61.31

NOTES:

(STR. 3300-027P)

MT. VERNON TRAIL

11’-0"

1’-0" 2’ –

Face of existing bridge pier

Existing ground

Remove existing tiles (See Note 1)

(Unknown depth)

Remove existing pavement’

.4 m in

Aggregate base 4"

V :1 .5

S e e N o te

P la c e p a v e m e n t s tr ip in g

4’-6" 4’-6"

5’-6"4’-6"

Limits of Construction

Turf Establishment

Concrete footing 9"

NOT TO SCALE

P la c e p a v e m e n t s tr ip in g

S e e N o te

GWMP (NB)

Remove existing asphalt pavement

4" Aggregate Base Grading C or D

Place 4" of topsoil and establish turf

1’-0"

Existing Trail

Remove existing aggregate base

9’ –

4" Aggregate Base, Grading C or D (typ.)

Existing aggregate base to remain

(See DETAIL E620-A)

Bridge railing, Aluminum

(See DETAIL E620-A)

Stone Masonry Guardwall back of the existing curb

Match top elevation of the

Slope to drain

3’-6"

Limit of excavation

Earthwork geotextile, type III-A

Foundation fill, variable depth (See Note 5)

Thermal Sand 12" reinforcement information.

Refer to Details E620-A and E620-B for concrete footing is inspected by Pepco personnel.

conditions according to Section 208 until the 69 KV pipe

Use shoring and bracing to maintain the trench in safe

Compact foundation fill material according to Section 208.

704.01. Place fill in layers not to exceed 6 inches thick.

Furnish foundation fill material conforming to Subsection making contact with the pipe and its coating at all times.

Excavate trench in accordance with Section 208. Avoid

Match existing pavement striping type and color.

proposed trail sections.

Maintain smooth transitions between existing and existing ones.

tiles that are similar in shape, size, and appearance to quantity of undamaged old tiles, then supplement new stockpile as directed by the CO. If there is not a sufficient

Remove existing concrete tiles with extreme care and

Place concrete tiles, match existing

(See Note 1)

(See cross sections)

Existing 69 KV power line, approx. location

4" Minor Hot Asphalt Concrete Pavement

1V:4 H flatte r

1V:3H &

(See note 1) the trail and the face of the existing bridge pier

Place concrete tiles that match tiles used between

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D B 1- P

R A -G

W M

P (1 ty p .d g n

M -J u l-

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PRA-GWMP 500(1)

NPS

NO.

90564

NO.

PMIS

NC VA

GEORGE WASHINGTON MEMORIAL PARKWAY

NORTHBOUND

C L

GWMP

Shldr

Proposed Trail

Existing Trail

9’- 0"

12’-0"

Mt. Vernon Trail

21+61.30 - 22+10

22+60 - 23+40

(STR. 3300-027P)

MT. VERNON TRAIL

Shldr

1’-0" and establishment turf

Place 4 inches of topsoil back of the existing curb

Match top elevation of the

4’-6" 5’-6"

(See DETAIL E620-A)

Stone Masonry Guardwall

NOT TO SCALE

NOTES:

(See DETAIL E620-A)

Bridge Railing, Aluminum

Limits of Construction

Turf Establishment

Existing ground

P la c e p a v e m e n t s tr ip in g

S e e N o te

& fla tter

1V:2.

1V:

3H fl at te r

S e e N o te

P la c e p a v e m e n t s tr ip

1’-0"

Remove existing asphalt pavement

Existing aggregate base to remain

1’-6" min.

Aggregate base 4"

Concrete footing 9"

3’-6"

Limit of excavation

See cross sections

Existing 69 KV power line (approx. location)

Earthwork geotextile, type III-A

Foundation fill, variable depth (See Note 4) reinforcement information.

Refer to Details E620-A and E620-B for concrete footing is inspected by Pepco personnel.

conditions according to Section 208 until the 69 KV pipe

Use shoring and bracing to maintain the trench in safe

Compact foundation fill material according to Section 208.

704.01. Place fill in layers not to exceed 6 inches thick.

Furnish foundation fill material conforming to Subsection making contact with the pipe and its coating at all times.

Excavate trench in accordance with Section 208. Avoid

Match existing striping type and color.

trail sections.

Maintain smooth transitions between existing and proposed

4" Minor Hot Asphalt Concret Pavement

4" Aggregate Base, Grading C or D

Thermal Sand 12"

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D B 1- P

R A -G

W M

P (1 ty p .d g n

:1 P

M -J u l-

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PRA-GWMP 500(1)

NPS

NO.

90564

NO.

PMIS

NC VA

GEORGE WASHINGTON MEMORIAL PARKWAY

Existing ground

GWMP

NORTHBOUND

4" Aggregate Base, Grading C or D

2% 2% 1V :2

Proposed TrailConcrete tiles

13’-0"

Mt. Vernon Trail

31+00 - 31+77

Existing ground

4" Aggregate Base, Grading C or D

1V:2 H

Proposed Trail

Existing Trail

Varies or f latt er

9’ –

Varies (0’ to 7’)

Mt. Vernon Trail

30+00 - 31+00

31+77 - 32+83

9’

Existing Trail

(STR. 3300-028P)

MT. VERNON TRAIL

1’

Shldr

1’-6" –

See Note 1

Remove existing concrete tiles

Place concrete tiles, match existing

See Note 1

Shldr

2’-0"

See Note 1

Place concrete tiles, match existing

See Note 1

Remove existing concrete tiles

7’ –

Riprap, Class 1

See Note 2

Place class 1 riprap, 12" depth

NOTES:

excavated material

Backfill with suitable

Establish turf

7’

Face of existing bridge pier

5’-0" 5’-0"

4’-6" 4’-6"

S e e N o te s tr ip la c e p a v e m e n t

NOT TO SCALE

P la c e p a v e m e n t s tr ip in g

S e e N o te

Turf Establishment

Remove existing asphalt pavement

4. Match existing striping type and color.

proposed trail sections.

3. Maintain smooth transitions between existing and such that they not fall into GWMP traveled lane.

2. Place the larger size riprap stones near the curb and appearance to existing ones.

supplement new tiles that are similar in shape, size, a sufficient quantity of undamaged old tiles, then and stockpile as directed by the CO. If there is not

1. Remove existing concrete tiles with extreme care

Type III-A

Geotextile Fabric, or flatter 1V:12H or flatter 1V:8H

Match existing ground Varies*

Varies* Varies*

S e e N o te

P la c e p a v e m e n t s tr ip

(See Note 4)

Place pavement striping

Varies (9.0’ to 12.5’)* lane width values.

* See cross section sheets for cross slopes and

Shldr Shldr

VariesVaries

Place 4 inches of topsoil and establish turf

4" Minor Hot Asphalt Concrete Pavement

Limits of Construction

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D B 1- P

R A -G

W M

P (1 ty p .d g n

-J u l-

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PRA-GWMP 500(1)

NPS

NO.

90564

NO.

PMIS

NC VA

GEORGE WASHINGTON MEMORIAL PARKWAY

Existing Travelway Existing Travelway Median Concrete

Match existing slope Match existing slope

& Curb

Sidewalk

Existing

& Curb

Sidewalk

Existing

4’-0"

" Depth2

Asphalt pavement milling, Type IV Roughness

" NMSA, 0.3 to < 3 M ESAL’s, 8

3" SACP, 2

" NMSA, 0.3 to < 3 M ESAL’s2

12" SACP,

" Depth2

Asphalt pavement milling, Existing aggregate base Existing aggregate base

"3 2" = 26’-23

12 Lanes Spa. @ 13’-1 ") 5 4" to 38’-44

1Varies (26’-2

Existing Travelway Existing Travelway Median Concrete

Match existing slope Match existing slope

& Curb

Sidewalk

Existing

4’-0"

" Depth2

Asphalt pavement milling, Type IV Roughness

" NMSA, 0.3 to < 3 M ESAL’s, 8

3" SACP, 2

" NMSA, 0.3 to < 3 M ESAL’s2

12" SACP,

" Depth2

Asphalt pavement milling, Existing aggregate base Existing aggregate base

") 10 1" to 33’-95

1Varies (38’-10

Existing ground (typ.)

Varies (See sheet D1)

TYPICAL SECTIONS

STR. 3300-028P APPROACHES

ROUTE 233

Sta. 4+48 to Sta. 5+70

ROUTE 233

Sta. 1+04 to Sta. 3+15

Existing curb

" +/-3 228’-2 ") 5

4" to 40’-44 1Varies (28’-2

") 10 1" to 35’-95

1Varies (40’-10Varies (See sheet D1)

NOT TO SCALE

0.3 to < 3 M ESAL’s

" NMSA, 2

12" SACP,

< 3 M ESAL’s, Type IV Roughness

" NMSA, 0.3 to 8

3" SACP, 2

< 3 M ESAL’s, Type IV Roughness

" NMSA, 0.3 to 8

3" SACP, 2

0.3 to < 3 M ESAL’s

" NMSA, 2

12" SACP,

Limits of Construction

Asphalt tack coat

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D B 1- P

R A -G

W M

P (1 ty p .d g n

M -J u l-

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PRA-GWMP 500(1)

NPS

NO.

90564

NO.

PMIS

NC VA

GEORGE WASHINGTON MEMORIAL PARKWAY

SUMMARIES AND SCHEDULES

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D C 1- P

R A -G

W M

P (1 q ty .d g n

M -J u l-

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PRA-GWMP 500(1)

NPS

NO.

90564

NO.

PMIS

NC VA

GEORGE WASHINGTON MEMORIAL PARKWAY

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D C 1- P

R A -G

W M

P (1 q ty .d g n

M -J u l-

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PRA-GWMP 500(1)

NPS

NO.

90564

NO.

PMIS

NC VA

GEORGE WASHINGTON MEMORIAL PARKWAY

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D C 1- P

R A -G

W M

P (1 q ty .d g n

-J a n -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PRA-GWMP 500(1)

NPS

NO.

90564

NO.

PMIS

NC VA

GEORGE WASHINGTON MEMORIAL PARKWAY

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D C 1- P

R A -G

W M

P (1 q ty .d g n

M -M a r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PRA-GWMP 500(1)

NPS

NO.

90564

NO.

PMIS

NC VA

GEORGE WASHINGTON MEMORIAL PARKWAY

NOTES:

See note 2

Orange on

Black

9.0

36 Orange on

Black

9.0

See note 2

Orange on

Black

9.0

See note 2

Orange on

Black

4.0

ROAD

AHEAD

WORK

See note 2 36 18 4.5

See note 2 36 36 9.0

See note 3

See note 2

W20-1

G20-2 Orange on Black

(in.)

Width

Margin

(in.)

Width

Border

(in.)

Radii

Corner

(in.)

Numbers

(in.)

Case

Upper

(in.)

Case

Lower

TEXT SIZE

Series Combination

Color Quantity

(sq ft)

Total Area (ft)

Support Remarks

(sq ft)

Area

PANEL SIZE

(in.)

Height

(in.)

WidthSideStation

LOCATION

Sign Text No.

Text

No.

Sign

SCHEDULE

CONSTRUCTION SIGNS

Orange on

Black

See note 1

Sub-Total

36 Orange on

Black

9.0 See note 2

See note 1

See note 3

(No Pay)

W4-2

W20-1

ROAD

WORK

1 MILE

W20-5

W13-1P 25 M P H.. .

W20-5

See note 1

LANE

CLOSED

RIGHT

LANE

CLOSED

200 FT

END

ROAD WORK

Mounted under sign W20-5

LEFT

200 FT

Sheet 1 of 6

13.5

2 18

156.5 as directed by the CO.

5. Sign schedule indicates minimum signage required for temporary traffic control. Install additional signs

4. Obtain approval for final sign dimensions, layout, and graphics from the CO.

latest edition.

3. Construct and erect all signs in accordance with the "Manual on Uniform Traffic Control Devices" (MUTCD),

2. See Traffic Control Plans for sign locations. Obtain approval for the final location of the signs from the CO.

1. Install sign post supports in accordance with Detail E635-01.

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D C -C

-P

R A -G

W M

P (1

C o n s ig n s .d g n

M -J u l-

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PRA-GWMP 500(1)

NPS

NO.

90564

NO.

PMIS

NC VA

GEORGE WASHINGTON MEMORIAL PARKWAY

-J u l-

M :0

M M

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D C -C

-P

R A -G

W M

P (1

C o n s ig n s .d n

No.

Sign

No.

Text Sign Text Remarks

Station Side Series Combination

Color Quantity

LOCATION PANEL SIZE TEXT SIZE

(in.)

Width

(sq ft)

Area

(in.)

Radii

Corner

(in.)

Width

Border

(in.)

Width

Margin

(in.)

Numbers

(in.)

Case

Upper

(in.)

Case

Lower

(sq ft)

Total Area

(ft)

Support (in.)

Height

See note 2

36 15 See note 3

Orange on

Black 1 See note 1

See note 2

24 30 See note 3

White on

Black 1 5

See note 2

36 36 See note 3

Orange on

Black 1 9

See note 2

36 36 9 See note 3

Orange on

Black 1 9

This Sht. Total

PREV. Shts. Total

90564 119399

NC VA PRA-GWMP 500(1)

SHEET NO.PROJECTSTATEREG

NO.

NPSPMIS

NO.

Sheet 5 of 6

CONSTRUCTION SIGNS

SCHEDULE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

GEORGE WASHINGTON MEMORIAL PARKWAY

45 W21-5

3.75

611.29

See note 1

94.25

ROUTE 1 SB

ROUTE 1 NB

R4-7a

RIGHT

KEEP

PREPARED

TO STOP

W3-4 9

W5-4

(M)

W16-8aP

NARROWS

RAMP

705.54Total

LANE

NARROWSM5-1(M) 36 36 9

See note 2

See note 3

STAY

LANE

IN 24 30 5

White on

Black

Orange on

Black

10R4-9

W13-4(M)

RTE 233

36 36 9

Orange on

Black 1 9

W20-1(M) CLOSED

AHEAD

RAMP

36 36 9 1 9

See note 1

See note 1 Orange on Black

CLOSED

Mile2

LEFT LANE

See note 2

36 36 9 See note 3

Orange on

Black

2 See note 118 W20-5

SHOULDER

WORK

See note 2 30 30

See note 3

Orange on

Black

26.25 12.5 See note 1

C11

NOTES:

as directed by the CO.

5. Sign schedule indicates minimum signage required for temporary traffic control. Install additional signs

4. Obtain approval for final sign dimensions, layout, and graphics from the CO.

latest edition.

3. Construct and erect all signs in accordance with the "Manual on Uniform Traffic Control Devices" (MUTCD),

2. See Traffic Control Plans for sign locations. Obtain approval for the final location of the signs from the CO.

-J u l-

M :0

M M

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D C -C

-P

R A -G

W M

P (1

C o n s ig n s .d n

No.

Sign

No.

Text Sign Text Remarks

Station Side Series Combination

Color Quantity

LOCATION PANEL SIZE TEXT SIZE

(in.)

Width

(sq ft)

Area

(in.)

Radii

Corner

(in.)

Width

Border

(in.)

Width

Margin

(in.)

Numbers

(in.)

Case

Upper

(in.)

Case

Lower

(sq ft)

Total Area

(ft)

Support (in.)

Height

See note 2

36 36 See note 3

Orange on

Black 2 See note 1

This Sht. Total

PREV. Shts. Total

90564 119399

NC VA PRA-GWMP 500(1)

SHEET NO.PROJECTSTATEREG

NO.

NPSPMIS

NO.

Sheet 6 of 6

CONSTRUCTION SIGNS

SCHEDULE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

GEORGE WASHINGTON MEMORIAL PARKWAY

705.54

W5-1

ROAD

NARROWS 9 18

Rounded Total

See note 2 See note 3

See note 1

YIELD

R1-2

C12

White on

Red 1

3.125 3.125

22.625

47 Special See note 2 See note 3

White on Red 1 link fence on chain

Mount sign

See Detail E619-A1.5 1.5

NOTES:

as directed by the CO.

5. Sign schedule indicates minimum signage required for temporary traffic control. Install additional signs

4. Obtain approval for final sign dimensions, layout, and graphics from the CO.

latest edition.

3. Construct and erect all signs in accordance with the "Manual on Uniform Traffic Control Devices" (MUTCD),

2. See Traffic Control Plans for sign locations. Obtain approval for the final location of the signs from the CO.

4.7

12" SANITARY SEWER FM

8" IWFM

R C P

15"

RCP

15" RCP1

" S

A N

A R

Y S

E W

E R F

TBAR AIRPORT PARKING

AIRPORT PARKING

USDOI

INFOLIGHT

TBAR

K E

E P

H T

PLANTATION

ARLINGTON

SIG

NAL

USGSC

L D

R O

U T

E S I

N F

A I R

P O

R T E

X I T

O N R

E D

S T

O P H

METRO19

-H

UN99

O V

E R H

E A

D I

N F

233W-SLIPPERY

MAINTENANCE

END STATE

Existing bed course concrete median

Remove the settled median

Install new concrete match existing depth

Place bed course

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D D 1-

D -P

R A -G

W M

P (1 p ln .d g n

M -J u l-

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PRA-GWMP 500(1)

NPS

NO.

90564

NO.

PMIS

NC VA

GEORGE WASHINGTON MEMORIAL PARKWAY

119399N

NOTES:

T o W a s h in g to n D

4" bed course

CONSTRUCTION PLAN

STR. 3300-028P

SIDEWALK WIDENING & RAIL WORK

SCALE IN FEET

0 30 60

M t.

V e r n o n T r a il

To US Rte. 1

NOTE: Sections drawings are not to scale

See Note 1

2+64 - 4+88 (Lt.)

Widen concrete sidewalk

See Note 1

2+60 - 4+78 (Lt.)

Install 4-rail bridge railing

Remove existing bridge railing

Tie in to existing crosswalk as directed by the CO.

Remove and reset sign sidewalk concrete Existing

Section B-B median

Existing concrete

Backfill material (variable depth) sidewalk concrete Proposed

1V:3H or flatter structure

Existing pavement

Place topsoil & establish turf

5’ pavement

Roadway

Section C-C

10’ +/-m in

See Section B-B and Detail E615-01

Construct concrete sidewalk (55 SQYD) a b c

See bridge drawings (Sheet R10)

Match existing sidewalk elev.

c a to b b to c Maintain a 1V:12H or flatter slope

Match existing curb elev. (� 6") existing monument

Do not disturb existing monument

Do not disturb disturbed box. Not to be

Existing utility

Remove and reset sign

s e tt le m e n t median concrete Settled

Note 4

See Standard 615-2 and

Install wheel chair ramp

See Note 4.

Remove existing curb (11 LNFT)

Crosswalk through median

Remove existing median pavement depth

Match existing asphalt

Place concrete pavement pavement

Top of existing

(typ.)

1V:2H slope

Section A-A

Section D-D

See Section A’-A’ and Detail E615-01

Construct concrete sidewalk (53 SQYD)

Remove existing Asphalt (28 SQYD)

See Standard 615-2

Install wheel chair ramp median. See Section C-C

Remove and replace concrete

4" Bed course

See Detail E615-01

Construct Concrete sidewalk (40 SQYD)

Remove existing asphalt (30 SQYD)

A B

G D

O N D

ROUTE 233

7’-0"

Plan View

5’-0"

Remove 85 LNFT of existing curb

2+73 - 5+06 (Rt.) See Note 1

Install 4-rail bridge railing

Remove existing bridge railing cement concrete

4" Portland

(typ.)

concrete median

Sawcut existing

5’-0" 1’-0"1’-0"

(typ.)

See Note 1

2+66 - 4+88 (Lt.)

Install steel traffic barrier

See Note 1

2+58 - 5+08 (Rt.)

Install steel traffic barrier

See Detail I

Remove concrete median (1.5 SQYD)

NOT TO SCALE

Alignment Data sheets for curve information

5. See Survey Information and Horizontal cuts according to Std. 615-2.

to construct the ramps and provide curb

4. Remove the specified length of existing curb on all disturbed areas.

3. Place 4 inches of topsoil and establish turf the plans or as directed by the CO.

or other features except where designated in

2. Do not disturb existing signs, curbs, structures, details.

sidewalk widening dimensions and rail

1. See Typical Sections and bridge plans for

DETAIL I

Curve 7

C (Chain RTE233)

(5’ wide) sidewalk concrete Proposed

To Airport

Rte. 233

Standard E615-2 and Note 4 curb for each ramp. See

Remove 11 LNFT of existing

Install 2 wheel chair ramps

4" Portland cement concrete

T B

A R

D O I

M E

T R

O H

U N

N A

U S

G S

C U

S G

AIR

PORT EXIT

OVER HEAD IN

ON R

STOP HERE

ROUTES

INFO

YIELD

A I R

P O

R T P

A R

K I N

I N

F O

L I G

H T

P O

R T P

A R

0 5

A N

A R

Y S

E W

E R F

R C P

P L

A N

T A

T I O

A B I N

G D

O N

T B

A R

3+00

5+00

4+00

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D D 1-

D -P

R A -G

W M

P (1 p ln .d g n

:1 :2

-J u n -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PRA-GWMP 500(1)

NPS

NO.

90564

NO.

PMIS

NC VA

GEORGE WASHINGTON MEMORIAL PARKWAY

119399

CONSTRUCTION PLAN

E 11,896,434.23

N 6,995,461.27

STR. 3300-028P

30+00

E 11,896,469.52

N 6,995,740.51

STR. 3300-028P

32+82.54

SCALE IN FEET

0 20 40

GWMP (SBL)

GWMP (NBL)

END TRAIL WORK

BEGIN TRAIL WORK

(STR. 3300-028P)

MT. VERNON TRAIL

NOTES:

Match existing trail

Edge of existing trail

Length � 83 LNFT

Sawcut pavement

Length � 95 LNFT

Sawcut pavement

Length � 77 LNFT

Sawcut pavement

See Note 1 and Typical Sections

31+00 to 31+77 (Lt.)

Install concrete tiles (60 SQYD)

Remove existing HACP (60 SQYD)

See Note 2 and Typical Sections

31+00 to 31+77 (Lt.)

Place 20 CUYD of class 1 riprap

Remove existing concrete tiles (60 SQYD)

R O

U T

S T

R P edge of trail

Proposed

See Note 1 and Typical Sections

31+00 to 31+77 (Rt.)

Place concrete tiles (17 SQYD).

Mt.

Ve rno n T rail

See Typical Sections

Place 4 inches of topsoil and establish turf.

Remove existing aspahalt pavement (34 SQYD)

See Typical Sections establish turf (27 SQYD)

Place 4 inches of topsoil and

Remove existing HACP

Remove existing concrete tiles (75 SQYD)

.9 noitisnarT

L � 35.5’

10’ Transition

Data sheets for curves information.

5. See Survey Information and Horizontal Alignment proposed trails.

4. Maintain smooth transition between existing and disturbed areas.

3. Place 4 inches of topsoil and establish turf on all such that they do not fall into GWMP traveled lane.

2. Place the larger riprap stones near the curb ones.

similar in shape, size, and appearance to existing old tiles, then supplement new tiles that are there is not a sufficient quantity of undamaged care and stockpile as directed by the CO. If

1. Remove existing concrete tiles with extreme

Curve 3

Curve 2 Curve

A b a n d o n e d

W a te r

C P

R C P

C P

" R

S A N

A R Y S

B A N D O N

12"

RCP

18"

RCP

C P

R C P

RCP

6" S S

4" S S

8" SS

4" G

A S

M H

TBAR

A K

T E

24"O

MHMH

N A

STOP

S P

A K

N O

A R

SMH

NEW TREE1"

TBAR

N S

TH-1

TH-2

TH-3

TH-4

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D D 1-

D -P

R A -G

W M

P (1 p ln .d g n

-J u n -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PRA-GWMP 500(1)

NPS

NO.

90564

NO.

PMIS

NC VA

GEORGE WASHINGTON MEMORIAL PARKWAY

119399

END TRAIL WORK

CONSTRUCTION PLAN

E 11,896,250.17

N 6,994,533.56

STR. 3300-027P

19+92

E 11,896,287.99

N 6,994,877.48

STR. 3300-027P

23+41.07

SCALE IN FEET

0 20 40

GWMP (NBL)

GWMP (SBL)

BEGIN TRAIL WORK

See Typical Sections sheets

End stone masonry guardwall

23+35

Match existing trail

L � 70 LNFT

Remove existing curb

Remove existing sign

Length � 22 LNFT

Sawcut pavement

Place 4" asphalt

Remove existing asphalt

Length � 45 LNFT

Sawcut existing pavement

NOTES:

Length � 45 LNFT

Sawcut pavement

See Det E609-01 conc. curb (45 LNFT)

Install mountable curb (12.5 LNFT)

Remove existing

Place 4 inches of topsoil and establish turf

Remove existing HACP (64 SQYD)

See Typical Sections of topsoil and establish turf (320 SQYD)

Construct embankment and place 4 inches

Remove exiting HACP (460 SQYD)

. 3

-0

See Typical Sections sheets and Sheet E01

Begin stone masonry guardwall

21+61

See Typical Sections.

Place 4 inches of topsoil and establish turf

Remove existing pavement (50 SQYD)

Proposed edge of pavement

Mansory Guardwall

Construct Stone

Edge of existing trail

Remove signs

(275 LNFT) and crash cushion

Remove existing concrete barriers

See Note 2 and Typical Sections (Sheet B4) aggregate topsoil course. Establish turf

Install concrete drive pads (64 SQYD) in-filled with

Do not disturb

Existing gate

.5 ’9 .7

10’ Transition

Place 4 inches of topsoil and establish turf

Remove existing HACP (13 SQYD) information.

6. See Survey Information and Horizontal Alignment Data sheets for curves

5. Only hand work is permitted within the dripline of the trees.

size, and appearance to existing ones.

old tiles, then supplement with new tiles that are similar in shape, directed by the CO. If there is not a sufficient quantity of undamaged

4. Remove existing concrete tiles with extreme care and stockpile as

3. Maintain smooth transition between existing and proposed trails.

to the CO for approval 14 days prior to installation.

Submit construction recommendations, details, and material certifications

2. Install concrete drive pads according to manufacturers recommendations.

1. Place 4 inches of topsoil and establish turf on all disturbed areas.

27.5’ –

Transition

(STR. 3300-027P)

MT. VERNON TRAIL

ACCESS RAMP

See Note 4 and Typical Sections sheets

22+00 to 22+52

Place concrete tiles (11.2 SQYD)

Remove existing concrete tiles (26 SQYD)

See Note 4 and Typical Sections sheets

22+00 to 22+52

Place concrete tiles (10 SQYD)

Remove existing asphalt (17 SQYD)

Length = 165 lnft, See Detail E609-01

Install mountable conc. curb

Curve 4

Curve 5 Curve 6 information on test holes.

7. Refer to Test Hole Utility Information sheets for additional

20+00 21+00 22+00 23+00 50 50 50

PROFILE

(STR. 3300-027P)

MT. VERNON TRAIL

BEGIN TRAIL WORK

E 11,896,251.50

N 6,994,541.35

20+00

STR. 3300-027P

E 11,896,287.99

N 6,994,877.48

23+41

STR. 3300-027P

END TRAIL WORK

Existing ground

2.0% Lt.

Trans. 2.0%

Rt.

Trans.

2.0% Lt.

Proposed grade

See Detail-A for curve rounding (typ.)

DETAIL A

Curve Rounding

Rounded profile grade

Sag Curve Crest Curve

4’ 4’

4’4’

Rounded profile grade

NOTE: Detail -A is not to scale

V P I

E L

V P I

E L

V P I

E L

V P I

E L

V P I

E L

V P I

E L

V P I

E L

V P I

E L

V P I

E L

V P I

E L

V P I

E L

V P I

E L

V P I

E L

V P I

E L

-2.1%

-1.3%

-0.2%

+3.1

+0.84% -1.6%

+1.5%

+2.7

+0.6%

+1.0% +0.7%

+0.5%

V P I

E L

V P I

E L

V P I

E L

V P I

E L

V P I

E L

V P I

E L

V P I

E L

+1.42%

+2.05

+2.15 % -0.10%

-0.79%

-3.65% +2.29

% -1.80%

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D D -P

R A -G

W M

P (1 p r o .d g n

-M a r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PRA-GWMP 500(1)

NPS

NO.

90564

NO.

PMIS

NC VA

GEORGE WASHINGTON MEMORIAL PARKWAY

30+00 31+00 32+00 33+00 50 50 50

PROFILE

(STR. 3300-028P)

MT. VERNON TRAIL

BEGIN TRAIL WORK

E 11,896,434.23

N 6,995,461.27

30+00

STR. 3300-028P

END TRAIL WORK

Existing ground

2.0% Lt.

Proposed grade

E 11,896,469.52

N 6,995,740.51

32+82.58

STR. 3300-028P

Match Existing

Transition to

V P I

E L

+2.39 4%

+4.0

20’ VC

K = 12

V P I

E L

+4.0

+1.500

80’ VC

K = 32

V P I

E L

+1.500

+0.000%

40’ VC

K = 27

V P I

E L

+0.000%

+2.53 2%

60’ VC

K = 24

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D D -P

R A -G

W M

P (1 p r o .d g n

:1 1:

-J a n -2

:1 P

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PRA-GWMP 500(1)

NPS

NO.

90564

NO.

PMIS

NC VA

GEORGE WASHINGTON MEMORIAL PARKWAY

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

Elev. 12.0’

Concrete footing

Front face of the wall

9" (typ.)

Trail CL

C Contraction Jt (typ.)

Stone Masonry

Facing

LC Expansion Jt (typ.)

58.5’ 53.0’ 31.5’ 15.5’

Edge of trail

Existing 69 KV Pipe spaced @ 10’ c - c

6" x 6" weep holes

R a il in g

B e g in W ll a il in g

E n d W ll

PLAN & ELEVATION

STONE MASONRY GUARDWALL

SCALE IN FEET

0 20 40

Stone Masonry Coping

Match Existing Trail

See Details E620-A & B

Length = 174’

From Sta. 21+61 to Sta. 23+35

Install Stone Mansory Guardwall Type I

174’

Terminal Section (See Det. E620-B)

GWMP NBL

Terminal Section (See Det. E620-B)

15.5’

5.5’ offset (Lt.) from the trail centerline

Top of trail pavement measured along the front face of the wall

See Detail E620-A

4" Aggregate base, Grading C or D

Earthwork geotextile, type III-A

Elev. = 16.78’

Elev. = 17.56’

NOTES:

for method of support and approval.

A continuous span longer than 10 feet will require coordination with the NPS to 10 feet of excavated soil beneath the wall and its foundation at any location.

line is required, the guardwall and its foundation has been designed to span up

For future use: If inspection or repair of Pepco’s 69 KV electrical transmission

Foundation fill, variable depth (See Note 3)

Thermal Sand, 12" depth

TH-3, top elevation =10.95’

TH-2, top elevation =6.65’ TH-1, top elevation = 7.53’ additional information on test holes.

5. Refer to Test Hole Utility Information sheets for the 69 KV pipe is inspected by Pepco personnel.

in safe conditions according to Section 208 until

4. Use shoring and bracing to maintain the trench material according to Section 208.

exceed 6 inches thick. Compact foundation fill

Subsection 704.01. Place fill in layers not to

3. Provide foundation fill material conforming to at all times.

Avoid making contact with the pipe and its coating

2. Excavate trench in accordance with Section 208.

reinforcement information

1. See Details E620-A and E620-B for footing

Top of 69 KV Pipe (approximate)

D I

C P

" R

C P

" R

C P

15" RCP

TBAR

P P TH-1

TH-2

TH-3

TH-4

P R

O J E

C T

S g w m p (1

P r o j

D e v C

A D

D E

1- P

R A -G

W M

P (1 d g n

-J u n -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PRA-GWMP 500(1)

NPS

NO.

90564

NO.

PMIS

NC VA

GEORGE WASHINGTON MEMORIAL PARKWAY

119399

P O

P C

P T

P C

P T

P I

P C

P T

P O

T 1

P C

CONTROL NARRATIVE

EROSION & SEDIMENT

M1 construction limits.

does not leave the project site. Perimeter controls include silt fence and other specified measures outside the

Prior to any clearing, grubbing, or excavation, construct perimeter controls to ensure that disturbed sediment

Phase I Establish Perimeter Controls

Sequence of Construction

Direct storm water to vegetated buffer areas and do not discharge directly into surface waters.

measures.

Do not allow any construction equipment to operate on or access the down-slope side of the perimeter control

Do not allow construction vehicles to track sediment outside the project limits.

No construction access will be permitted through a wetland or waterway.

Officer (CO).

Do not modify the type, size, or location of any control or practice without prior approval from the Contracting

Contract Requirements.

for Construction of Roads and Bridges on Federal Highway Projects, FP-03 (U.S. Customary Units), and the Special measures consist of soil erosion control measures which are also defined and outlined in the Standard Specifications sedimentation of rivers, streams, and impoundments such as lakes, reservoirs, bays, and coastal waters. The

The work consists of applying measures throughout the life of the…

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