Plans_-_PRA-NAMA_17(1).pdf

R/W R/W

R/W R/W

P/E C/E

No Symbol

TB or TP

P P or

UD UD

W W

P/E C/E

No Symbol

TB or TP

P P or or

UD UD

W W

FOUND

36 31

6 1

36 31

6 1

No Symbol

No Symbol

FOUND

36 31

6 1

36 31

6 1

400 No Symbol x 99.9

T-45

2,645.9

T-3 x 99.9

T-45

2,645.9

T-3

26 25 69426 25 694 c

Average daily traffic ADT

Alternate alt.

Ahead AH

Aggregate aggr.

Abutment Abut.

Footing ftg.

Flange flg.

Finish fin.

Inside diameter ID

West W

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.

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.

Vertical point of intersection VPI

Vehicle per hour vph

PAVEMENT REMOVAL/ROADWAY OBLITERATION

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

SIDEWALK ASPHALT/CONCRETE

FULL DEPTH PAVEMENT

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

N

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

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

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

Low water LW

Longitudinal(longitude) long.

Length of spiral Ls

(spiral curve transition)

Length of curve Lc

Length of curve(simple curve) L

Left lt., Lt. or LT

Latitude lat.

Lamination lam.

Typical typ.

Township T.

Thread thd.

easement

Temporary construction TCE

Temporary benchmark TBM

(spiral curve transition)

Tangent distance Ts

(tangent length)

Tangent distance T

On centers o. c.

Outside diameter OD

Out to out o. to o.

Original ground OG

(curve delta or deflection)

Curve total angle

(spiral curve transitions)

Curve central 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 C L

A02

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

SACP

NMSA

RPM

SSW

SSY

DSY

Traffic Flow Direction

Drum

Advance Warning Arrow Panel

TEMPORARY TRAFFIC CONTROL

Superpave Asphalt Concrete Pavement

Nominal Maximum Size Aggregate

PAVEMENT

Raised Pavement Marker

Single Solid White Striping

Single Solid Yellow Striping

Double Solid Yellow Striping

PAVEMENT MARKINGS

" depth2 1Mill and overlay 4

Mill and overlay 2" depth

With

Rigid Metal Conduit

Polyvinyl Chloride (Encasted in Concrete)

Polyvinyl Chloride

Potomac Electric Power Company

Pullbox

Electrical Manhole

Light Pole

Light Emitting Diode

Ground

Circuit

American Wire Gage

UTILITY

W/

RMC

PVC-E

PVC

PEPCO

PB

MH

LP

LED

Gnd.

Ckt.

AWG

Pullbox (Proposed)

Pullbox (Existing)

Manhole (Proposed)

Manhole (Existing)

M

P R

O J E

C T

S n a m a (1

P r o j

D e v C

A D

D A -N

A M

A (1 s y m .d g n

:3

:3

A

-J u n -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

113950

PARKWAY DRIVE

V

IR

G

IN

IA

23RD ST.

HENRY BACON DR.

N

MEMORIAL

LINCOLN

M E

M O

R

IA

L

B R

ID

G E

T H

E O

D O

E

O

O S

E V

E L

T

26TH ST. NW

I S

T

N W

Q U

E

N

S

N W

K

T

N W

25TH ST. NW

K

N W

30TH ST. NW

F

N W

POTOMAC RIVER

25TH ST. NW

I S

T

N W

H

N W

T U

N N E L

A V

E N

U

24TH ST. NW.

POTOMAC PARKWAY

POTOMAC RIVER

W H

IT

E H

U R

S T

FREEW

AY

21ST ST.

M E

M O

R

IA

L

B

R

ID

G E

A R

L

IN

G T

O N

R E

F L

E C

T

IN

G

P O

O L

C O

N S

T

IT

U T

IO

22ND ST.

PERFORMING ARTS

CENTER FOR

KENNEDY

ROCK CREEK &

A03

LOCATION MAP

area

Staging

CONSTR.

UNDER

PKWY DR

DELAYS

EXPECT

D

Y

W K

R A

P

RD OIHO

Construction Sign

1.

Note:

IN

D

E P

E N

D E

N C

E

Flower Box Loop

Sta. 30+00 to 31+61.17

Limit of work and messages of the portable changeable message signs.

Obtain approval from the CO for the final locations

Parkway Dr, Sta. 11+75

Begin PRA-NAMA 17 (1)

Message Sign

Portable Changeable

27TH ST.NW

Lincoln Circle

Ramp from

End PRA-NAMA 17(1)

Lincoln Circle

Ramp to

End PRA-NAMA 17(1)

O H

IO

D

E

L C

RI

C

O C

NI

L

CONSTRUCTION

UNDER

PARKWAY DR

P R

O J E

C T

S n a m a (1

P r o j

D e v C

A D

D A -N

A M

A (1 lo c .d g n

:4

:3

P

M -S e p -2

:4

P

M

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

P R

O J E

C T

S n a m a (1

P r o j

D e v C

A D

D A -N

A M

A (1 s ta g in g .d g n

:4

:0

-O c t-

:4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

113950

PARKWAY DRIVE

X

X X

X

STAGING AREA PLAN

131’ +/-

131’ +/-

A04

NO SCALE

R

D S

T R

E E

T N

W

See Detail 157-01 silt fence (typ.)

Install +/-10’ of

33’ +/-aggregate base

Existing

Existing concrete sidewalk

Existing stone curb (typ.)

existing curb

Remove concrete sidewalk

Remove existing asphalt pavement temporary

Construct pavement

Existing asphalt

TEMPORARY PAVEMENT

REMOVAL OF EXISTING MEDIAN

SECTION A-A

of temporary pavement median and construction removal of existing

Begin of temporary pavement median and construction removal of existing

End

AA

6" 2’ 6" fence. See Detail E619-C

Install tree protection silt fence (typ.). See Detail 157-01

Install +/- 15’ of

Install gate, 22’ width entrance (typ.)

construction

Stabilized

(t yp

R

5’ aggregate sidewalk. See Note 3

Maintain existing exposed at the construction entrance transition along the existing curb construct temporary asphalt ramp

6.

5.

4.

3.

2.

1.

Notes:

the area of construction entrance and median.

At the completion of the project, restore the staging area along with with Section 159.

Install wood stockade fence around the staging area in accordance

Place crushed stone on top of geotextile over the entire staging area.

all times as approved by the CO.

Maintain pedestrian traffic accross the construction entrance at damaged areas as directed by the CO.

Remove accumulated mud, gravel, and other debris, and repair across the construction entrance for the duration of the project.

Maintain and protect the existing exposed aggregate sidewalk with Subsection 107.02.

Protect trees in the vicinity of the staging area in accordance of the final staging area location from the CO.

construction entrance shown are approximate. Obtain aproval

The locations of the wood stockade fence, gate, and stabilized

ALIGNMENT DATA

A05

Ending chain FLOWER description

Point 21 N 446,262.04 E 1,296,670.99 Sta 31+61.17

Course from PT FLOWER-1 to 21 N 84° 11’ 07.07" E Dist 37.17

Chord Bear = S 22° 23’ 10.91" E

Ahead = N 84° 11’ 07.07" E

Back = S 51° 02’ 31.11" W

C.C. N 446,293.35 E 1,296,630.44

P.T. Station 31+23.99 N 446,258.27 E 1,296,634.01

P.C. Station 30+33.63 N 446,320.76 E 1,296,608.27

Mid. Ord. = 25.20

Long Chord = 67.58

External = 88.36

Radius = 35.26

Length = 90.36

Tangent = 118.48

Degree = 162° 30’ 57.27"

Delta = 146° 51’ 24.05" (LT)

P.I. Station 31+52.10 N 446,246.27 E 1,296,516.14

Curve FLOWER-1

Curve Data

Course from 20 to PC FLOWER-1 S 51° 02’ 31.11" W Dist 33.63

Point 20 N 446,341.91 E 1,296,634.42 Sta 30+00.00

Beginning chain FLOWER description

20 CUR FLOWER-1 21

Chain FLOWER contains:

Describe Chain FLOWER

Ending chain PKWDR description

Point 101 N 445,411.83 E 1,297,702.09 Sta 25+90.24

Course from PT PKWDR-1 to 101 S 67° 20’ 10.91" E Dist 373.53

Chord Bear = S 46° 04’ 16.67" E

Ahead = S 67° 20’ 10.91" E

Back = S 24° 48’ 22.43" E

C.C. N 446,648.33 E 1,297,813.62

P.T. Station 22+16.71 N 445,555.76 E 1,297,357.40

P.C. Station 13+37.84 N 446,151.58 E 1,296,738.86

Mid. Ord. = 80.62

Long Chord = 858.83

External = 86.51

Radius = 1,184.00

Length = 878.87

Tangent = 460.79

Degree = 4° 50’ 21.01"

Delta = 42° 31’ 48.48" (LT)

P.I. Station 17+98.63 N 445,733.31 E 1,296,932.19

Curve PKWDR-1

Curve Data

Course from 100 to PC PKWDR-1 S 24° 48’ 22.43" E Dist 337.84

Point 100 N 446,458.25 E 1,296,597.12 Sta 10+00.00

Beginning chain PKWDR description

100 CUR PKWDR-1 101

Chain PKWDR contains:

Describe Chain PKWDR

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D e v C

A D

D A -N

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-J u n -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

CL

Potomac River

CL

Potomac River

B01

TYPICAL SECTIONS

NOT TO SCALE

8" aggregate base

4 1/2" asphalt pavement

Asphalt tack coat

(Type IV Pavement Roughness)

2" SACP, 3/8-inch NMSA, 0.3 to <3 Million ESAL

Mill existing asphalt pavement, 4 1/2" depth

2 1/2" SACP, 3/4-inch NMSA, 0.3 to <3 Million ESAL

8" aggregate base

4 1/2" asphalt pavement

(Type IV Pavement Roughness)

2" SACP, 3/8-inch NMSA, 0.3 to <3 Million ESAL

Asphalt tack coat

2 1/2" SACP, 3/4-inch NMSA, 0.3 to <3 Million ESAL

Mill existing asphalt pavement, 4 1/2" depth

Proposed Pavement Structure

Concrete bridge deck

(Type IV Pavement Roughness)

2" SACP, 3/8-inch NMSA, 0.3 to <3 Million ESAL

Existing Pavement Structure

Existing Pavement Structure

Proposed Pavement Structure

Proposed Pavement Structure

Existing Pavement Structure

Travel lane

20’ and varies

Travel lane

20’ and varies

Limits of Construction

Limits of Construction

Travel lane

20’ and varies

Existing median

Varies

Sidewalk and curb

12’ and varies

Sidewalk and curb

11’ and varies

Match existing

Match existing Match existing

Sidewalk and curb

12’ and varies

Sidewalk and curb

11’ and varies sidewalk to remain

Existing exposed aggregate granite railing

Existing granite railing

Existing curb & gutter to remain (typ.)

Existing concrete to remain (typ.)

Existing granite curb sidewalk to remain (typ.)

Existing exposed aggregate

Existing ground

Sta. 11+75 to 13+12.51

PARKWAY DRIVE

Sta. 13+12.51 to 24+49.69

PARKWAY DRIVE

curb joint repairs (typ.)

for sidewalk and

See Bridge Plans

Existing ground

Match existing

2" asphalt pavement

Waterproofing membrane

Mill existing asphalt pavement, 2" depth

Remove existing waterproofing membrane

Waterproofing membrane (See Note 1)

RAMP TO OHIO DRIVE

20’ and varies

SHEET 1 OF 2

link fence (See Note 4)

Install chain

4.

3.

2.

1.

NOTES:

The CO will determine the chain link fence limits.

Protect existing roadway elements from tack coat application.

in the plans or as directed by the CO.

Repair exposed aggregate concrete sidewalk where shown after milling.

Place waterproofing membrane in accordance with Section 559

P R

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A (1 ty p .d g n

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A

M -S e p -2

:2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

B02

TYPICAL SECTIONS

NOT TO SCALE

CL

Potomac River

Existing Pavement Structure

Existing Pavement Structure

Existing island

Varies

Travel lane

20’ and varies

Limits of Construction curb & gutter to remain

Existing concrete

Existing ground sidewalk to remain

Existing exposed aggregate granite railing

Existing

(Type IV Pavement Roughness)

2" SACP, 3/8-inch NMSA, 0.3 to <3 Million ESAL

Mill existing asphalt pavement, 2" depth

Proposed Pavement Structure

Asphalt tack coat

2.

1.

NOTES:

Protect existing roadway elements from tack coat application.

in the plans or as directed by the CO.

Repair exposed aggregate concrete sidewalk where shown

Sta. 30+00 to 31+61.17

FLOWER BOX LOOP

Sta. 24+49.69 to 25+90.24

PARKWAY DRIVE

Sidewalk and curb

12’ and varies sidewalk to remain (typ.)

Existing exposed aggregate

8" aggregate base

4 1/2" asphalt pavement

(Type IV Pavement Roughness)

2" SACP, 3/8-inch NMSA, 0.3 to <3 Million ESAL

Asphalt tack coat

Mill existing asphalt pavement, 2" depth

Proposed Pavement Structure

(Type IV Pavement Roughness)

2" SACP, 3/8-inch NMSA, 0.3 to <3 Million ESAL

Asphalt tack coat

Mill existing asphalt pavement, 2" depth

Proposed Pavement Structure

8" aggregate base

4 1/2" asphalt pavement

Existing Pavement Structure

Mill existing asphalt pavement, 2" depth

Asphalt tack coat

(Type IV Pavement Roughness)

2" SACP, 3/8-inch NMSA, 0.3 to <3 Million ESAL

Proposed Pavement Structure to remain (typ.)

Existing stone curb

Existing sidewalk

Existing median

Varies

Limits of Construction

Match existingMatch existing existing Match

8" aggregate base

4 1/2" asphalt pavement

CL

ground

Existing

Existing concrete curb to remain

RAMP FROM LINCOLN CIRCLE

20’ and varies

RAMP TO LINCOLN CIRCLE

20’ and varies

SHEET 2 OF 2

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B -N

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-J u n -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

C01

TABULATION OF QUANTITIES

SHEET 1 OF 2

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-S e p -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

TABULATION OF QUANTITIES

C02

SHEET 2 OF 2

P R

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M

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

MISCELLANEOUS SUMMARIES

C03

M

P R

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C T

S n a m a (1

P r o j

D e v C

A D

D C -C

-N

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A (1 s u m .d g n

:1 :1

-J u l-

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

30 30 6.31

See Note 2 6.3

C04

R1-1 1

24 5.0

See Note 3

5.0R2-1

R3-1 24 24 4.0 1 4.0

SCHEDULE

PERMANENT SIGN

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

NOTES:

R6-2 24 30 5.0 1 5.0

3. See Signing and Striping plan for sign locations.

See Note 3 See Note 2

See Note 3 See Note 2

See Note 2 See Note 3

24 30 5.0 1 5.0See Note 2 See Note 3R4-7

Single 2" x 2" weathering steel post.

Single 2" x 2" weathering steel post.

Single 2" x 2" weathering steel post.

30 6.3 1 6.3 See Note 2 See Note 3 Single 2" x 2" weathering steel post.R5-1 30

4.0 1 4.0 See Note 2 See Note 3 Single 2" x 2" weathering steel post.R3-4 24 24

SHEET 1 OF 4

Match existing sign location.

Mount on light post.

DO NOT

ENTER

STOP

ONE

WAY

SPEED

LIMIT

Red on

White

White on

Black

White on

Black

Red on

White

White on

Black

No.

Sign

No.

Text Sign Text

Station Side (in.)

Width

(in.)

Height

(sq ft)

Area

(in.)

Radii

Corner

(in.)

Width

Border

(in.)

Width

Margin

(in.)

Numbers

(in.)

Case

Upper

(in.)

Case

Lower

Series Combination

Color

Quantity (sq ft)

Total Area Remarks

LOCATION PANEL SIZE TEXT SIZE

35.6SUBTOTAL 1

Single 2" x 2" weathering steel post.

White on

Black on

Red

White on

Black on

Red

1. See Detail E633-02 for sign post supports.

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-J u l-

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

12 18 1.5

SCHEDULE

PERMANENT SIGN

NOTES:

See Note 3 See Note 2

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

3. See Signing and Striping plan for sign locations.

SHEET 2 OF 4

C05

Match existing sign location.

Mount on light post.

STOPPING

STANDING

OR

NO

PARKING

NO

1:00 AM

TO 6:00 AM

STOPPING

STANDING

OR

NO

STOPPING

STANDING

OR

NO

PARKING

NO

1:00 AM

TO 6:00 AM

PARKING

NO

1:00 AM

TO 6:00 AM

R7-2b

R7-2

R7-2a

R7-4b

R7-4

R7-4a

PARKING

HOUR

THREE

ALL OTHER

TIMES

R7-5

Station Side (in.)

Width

(in.)

Height

(sq ft)

Area

(in.)

Radii

Corner

(in.)

Width

Border

(in.)

Width

Margin

(in.)

Numbers

(in.)

Case

Upper

(in.)

Case

Lower

Series

LOCATION PANEL SIZE TEXT SIZE

Combination

Color

Quantity (sq ft)

Total Area RemarksSign Text

No.

Text

No.

Sign

White on

Red

10.5

12 18 1.5 2 See Note 3 See Note 2

Match existing sign location.

Mount on light post.

White on

Red

3.0

12 18 1.5 2 See Note 3 See Note 2

Match existing sign location.

Mount on light post.

White on

Red

3.0

12 18 1.5 2 See Note 3 See Note 2

Match existing sign location.

Mount on light post.

White on

Red

3.0

12 18 1.5 2 See Note 3 See Note 2

Match existing sign location.

Mount on light post.

White on

Red

3.0

12 18 1.5 2 See Note 3 See Note 2

Match existing sign location.

Mount on light post.

White on

Red

3.0

12 18 1.5 7 See Note 3 See Note 2

Match existing sign location.

Mount on light post.

10.5

White on

Green

SUBTOTAL 2 24 36.0

P R

O J E

C T

S n a m a (1

P r o j

D e v C

A D

D C -C

-N

A M

A (1 s u m .d g n

:3

:5

A

M -S e p -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

SCHEDULE

PERMANENT SIGN

NOTES:

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

3. See Signing and Striping plan for sign locations.

SHEET 3 OF 4

C06

3:45 PM - 6:30 PM

MONDAY-FRIDAY

EXCEPT HOLIDAYS

MONDAY-FRIDAY

EXCEPT HOLIDAYS

6:30AM-9:30AM

PARKING

HOUR

THREE

ALL OTHER

TIMES

PARKING

HOUR

THREE

ALL OTHER

TIMES

R7-5a

R7-5b

R7-201P

W11-2

ONLY

PERMIT

PARKING

Special

Special

Special Match existing sign location.

Mount on light post.

Station Side (in.)

Width

(in.)

Height

(sq ft)

Area

(in.)

Radii

Corner

(in.)

Width

Border

(in.)

Width

Margin

(in.)

Numbers

(in.)

Case

Upper

(in.)

Case

Lower

Series

LOCATION PANEL SIZE TEXT SIZE

Combination

Color

Quantity (sq ft)

Total Area RemarksSign Text

No.

Text

No.

Sign

12 18 1.5 2 See Note 3 See Note 2

Match existing sign location.

Mount on light post.

3.0

12 18 1.5 2 See Note 3 See Note 2

Match existing sign location.

Mount on light post.

3.0

12 6 0.5 14 See Note 3 See Note 2

Match existing sign location.

Mount on light post.

White on

Red

7.0

30 30 6.3 2 See Note 3 See Note 2

12.6

24 36 6.0 1 See Note 3 See Note 2

6.0

24 36 6.0 1 See Note 3 See Note 2

6.0

12 18 1.5 1 See Note 3 See Note 2

1.5

White on

Green

White on

Green

Yellow on

Black

Match existing location.

Mount on light post.

Single 2" x 2" weathering steel post.

White on

Black on

Red

White on

Black on

Red

Single 2" x 2" weathering steel post.

Single 2" x 2" weathering steel post.

White on

Green

SUBTOTAL 3 23 39.1

P R

O J E

C T

S n a m a (1

P r o j

D e v C

A D

D C -C

-N

A M

A (1 s u m .d g n

:3

-S e p -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

12 18 1.5 1 1.5 See Note 2 See Note 3

C07

Match existing sign location.

Mount on light post.

ONLY

PERMIT

PARKING

ONLY

PERMIT

PARKING22

Special

Special

White on

Green

12 18 1.5 1 1.5See Note 2 See Note 3 Match existing sign location.

Mount on light post.

White on

Green

Station Side (in.)

Width

(in.)

Height

(sq ft)

Area

(in.)

Radii

Corner

(in.)

Width

Border

(in.)

Width

Margin

(in.)

Numbers

(in.)

Case

Upper

(in.)

Case

Lower

Series

LOCATION PANEL SIZE TEXT SIZE

Combination

Color

Quantity (sq ft)

Total Area RemarksSign Text

No.

Text

No.

Sign

SUBTOTAL 4 2 3.0

56ROUNDED TOTAL

113.7

125.0

NOTES:

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

3. See Signing and Striping plan for sign locations.

SHEET 4 OF 4

SCHEDULE

PERMANENT SIGN

SUBTOTAL 1 TO 4

P R

O J E

C T

S n a m a (1

P r o j

D e v C

A D

D C -C

-N

A M

A (1 s u m .d g n

:3

:0

A

M -S e p -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

1. See Detail E635-A for sign post supports.

SCHEDULE

CONSTRUCTION SIGN

G20-2

M4-9aL

R9-11aL

R9-11aR

Station Side (in.)

Width

(in.)

Height

(sq ft)

Area

(in.)

Radii

Corner

(in.)

Width

Border

(in.)

Width

Margin

(in.)

Numbers

(in.)

Case

Upper

(in.)

Case

Lower

Series

LOCATION PANEL SIZE TEXT SIZE

Combination

Color

Quantity (sq ft)

Total Area RemarksSign Text

No.

Text

No.

Sign

36 18 4.5 2 See Note 2 See Note 3

9.0

30 24 5.0 1 See Note 2 See Note 3

5.0

30 24 5.0 1 See Note 2 See Note 3

5.0

30 30 6.3 1 See Note 2 See Note 3

6.3

24 12 2.0 1 See Note 2 See Note 3

2.0

24 12 2.0 1 See Note 2 See Note 3

2.0

36 36 9.0 1 See Note 2 See Note 3

9.0

SUBTOTAL 1 8 38.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

SHEET 1 OF 2

C08

NOTES:

ROAD WORK

END

ROAD

NARROWS

M4-9aR

R1-1

W5-1

STOP

Orange on

Black

Orange on

Black

Orange on

Black

Orange on

Black

Orange on

Black

Orange on

Black

Red on

White

Double 4" x 4" post

Double 4" x 4" post

Double 4" x 4" post otherwise as directed by CO.

Install sign on barricade, type 3 otherwise as directed by CO.

Install sign on barricade, type 3 otherwise as directed by CO.

Install sign on barricade, type 3 otherwise as directed by CO.

Install sign on barricade, type 3

Control Devices" (MUTCD), latest edition.

3. Construct and erect all signs in accordance with the "Manual on Uniform Traffic approve the final location and spacing of traffic control devices.

2. See Traffic Control or Construction Signing plans for sign locations. The CO will

P R

O J E

C T

S n a m a (1

P r o j

D e v C

A D

D C -C

-N

A M

A (1 s u m .d g n

:0

-O c t-

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

W12-1

W16-8P

Station Side (in.)

Width

(in.)

Height

(sq ft)

Area

(in.)

Radii

Corner

(in.)

Width

Border

(in.)

Width

Margin

(in.)

Numbers

(in.)

Case

Upper

(in.)

Case

Lower

Series

LOCATION PANEL SIZE TEXT SIZE

Combination

Color

Quantity (sq ft)

Total Area RemarksSign Text

No.

Text

No.

Sign

36 36 9.0 1 See Note 2 See Note 3

9.0

48 8 1 See Note 2 See Note 3

2.7

36 36 9.0 2 See Note 2 See Note 3

18.0

60 42 1 See Note 2 See Note 3

17.5

SUBTOTAL 2 5 47.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

SHEET 2 OF 2

SCHEDULE

CONSTRUCTION SIGN

C09

PARKWAY DRIVE

WORK

AHEAD

ROAD

W20-1

Special

Orange on

Black

Orange on

Black

Orange on

Black

Orange on

Black

2.7

SUBTOTAL 1 TO 2

ROUNDED TOTAL 13

Double 4" x 4" post

Double 4" x 4" post

Install sign under W20-1.

CONSTRUCTION

UNDER

PARKWAY DR

17.5

85.5

95.0

1. See Detail E635-A for sign post supports.NOTES:

Control Devices" (MUTCD), latest edition.

3. Construct and erect all signs in accordance with the "Manual on Uniform Traffic approve the final location and spacing of traffic control devices.

2. See Traffic Control or Construction Signing plans for sign locations. The CO will

P R

O J E

C T

S n a m a (1

P r o j

D e v C

A D

D C -C

-N

A M

A (1 s u m .d g n

:0

-O c t-

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

P R

O J E

C T

S n a m a (1

P r o j

D e v C

A D

D D 1-

D -N

A M

A (1 p ln .d g n

:4

-S e p -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

113950

SCALE IN FEET

0 20 40

PARKWAY DRIVE

P C

.8

POTOMAC PARKWAY

ROCK CREEK AND

POTOMAC RIVER

O H I O D

R I

O O

H

IO

D

R

R A

PC 30+33.63

PT 31+23.99

30+00 31+61.17

P

O

OL XOB RE

W O

L F

D01

CONSTRUCTION PLAN

O H I O D

R I

Centerline

Construction

Limit of work

Limit of work

Centerline

Construction

See Bridge Plans.

reset stone curb on bridge.

Repoint or remove and

See Typical Sections.

Rehabilitate asphalt pavement.

See Bridge Plans.

Rehabilitate NPS Storage Area Bridge.

M a t c h L in e

11+75 TO 14+50

SHEET 1 OF 3

PRA-NAMA 17(1)

Begin Project

11+75

See construction details on sheet D04.

stone accessibility ramp. Install stone curb, 8-inch depth.

Construct exposed aggregate concrete sidewalk and

Remove existing concrete sidewalk and stone curb.

12+83 to 13+06 LT at locations designated by the CO.

Repair exposed aggregate sidewalk, and replace or reset stone curb 1.

Note:

details on sheet D04

See construction

12+70 to 12+76 LT sidewalk. See utility plans.

Remove and replace asphalt

Begin NPS Storage Area Bridge

13+12.51

See construction details on sheet D04.

stone accessibility ramp. Install stone curb, 8-inch depth.

Construct exposed aggregate concrete sidewalk and

Remove existing concrete and asphalt sidewalks, and stone curb.

12+55 to 12+92 RT concrete sidewalk.

Construct 7 sqyd of exposed aggregate

Remove 7 sqyd existing concrete sidewalk.

13+58 LT

P R

O J E

C T

S n a m a (1

P r o j

D e v C

A D

D D 1-

D -N

A M

A (1 p ln .d g n

:4

-S e p -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

113950

SCALE IN FEET

0 20 40

PARKWAY DRIVE

PARKWAY DRIVE

POTOMAC RIVER

CONSTRUCTION PLAN

D02

N

Centerline

Construction

See Bridge Plans.

reset stone curb on bridge.

Repoint or remove and See Typical Sections.

Rehabilitate asphalt pavement.

See Bridge Plans.

Rehabilitate NPS Storage Area Bridge.

M a t c h L in e

M a t c h L in e

14+50 TO 20+50

SHEET 2 OF 3

X X

X X

X

X

X X X X X X X X X X X X X

X

P R

O J E

C T

S n a m a (1

P r o j

D e v C

A D

D D 1-

D -N

A M

A (1 p ln .d g n

:4

-S e p -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

113950

SCALE IN FEET

0 20 40

PARKWAY DRIVE

P T

.7

1 2

P O

T

.2

POTOMAC RIVER

PARKWAY DRIVE

ELCRI

C

NLOCNI

L OT P

MAR

ELCRIC NLOCNIL MORF PMAR

E L

C R

I C

N L

O C

N I

L

See Typical Sections.

Rehabilitate asphalt pavement.

O H I

O D

R I

V E

N

CONSTRUCTION PLAN

D03

Centerline

Construction

See Bridge Plans.

Rehabilitate Watergate Plaza Bridge.

Limit of work

Limit of work of plain concrete sidewalk. See Note 1.

concrete sidewalk. Construct 12 sqyd

Remove 12 sqyd of existing

2.

1.

Notes:

Adjust paving limits as directed by the CO.

and joint pattern of the existing sidewalk.

sidewalks and accessibility ramp. Construct new sidewalk to match color, finish, removal limits as required and approved by the CO. Do not damage adjacent

Sawcut and remove exising concrete sidewalk for utility work. Adjust sidewalk

See Bridge plans.

reset stone curb on bridge.

Repoint or remove and

See Bridge Plans.

Rehabilitate NPS Storage Area Bridge.

M a t c h L in e

20+50 TO 25+90.24

SHEET 3 OF 3

PRA-NAMA 17(1)

End Project

25+90.24

End Watergate Plaza Bridge

23+77.55

Begin Watergate Plaza Bridge

End NPS Storage Area Bridge

22+16.71

1.

Note:

N

Centerline

Construction

8-inch depth. See Detail E609-A.

Construct 12 lnft of stone curb, Type 1, Type 1, 8-inch depth. See Detail E609-A.

Construct 38 lnft of stone curb, Remove 38 lnft of existing stone curb.

8-inch depth. See Detail E609-A.

Construct 38 lnft of stone curb, Type 1, Remove 38 lnft of existing stone curb.

See Detail E609-01A.

of concrete curb, 8-inch depth.

concrete curb. Construct 12 lnft

Remove 12 lnft of existing

See Detail E609-01A.

and gutter, 14-inch depth.

Construct 6 lnft of concrete curb curb and gutter for utility work.

Remove 6 lnft of existing concrete

14-inch depth. See Detail E609-01A.

6 lnft of concrete curb and gutter, and gutter for utility work. Construct

Remove 6 lnft of existing concrete curb new sidewalk to match finish, and joint pattern of the existing sidewalk.

approved by the CO. Do not damage adjacent sidewalks and curbs. Construct

Adjust sidewalk, curb and gutter, and curb removal limits as required and

SCALE IN FEET

0 5 10

CONSTRUCTION PLAN

D04 sidewalk. See Detail E615-A.

10 sqyd of exposed aggregate concrete sidewalk. Construct

Remove 10 sqyd of existing

See Detail E615-C.

stone accessibility ramp.

sidewalk. Construct 22 sqyd of

Remove 22 sqyd of concrete

P A

R K

W A

Y D

R I V

E

R A

M P T

O O

H I

O D

R I

V E

8’ 12’

+00

+50

12+50 TO 13+10

See Detail E615-B.

Construct 25 sqyd of stone accessibility ramp.

Remove 25 sqyd of concrete sidewalk.

See Detail E615-A.

Construct 35 sqyd of exposed aggregate sidewalk.

Remove 35 sqyd of existing concrete sidewalk.

exposed aggregate sidewalk.

Construct 5 sqyd of of existing asphalt sidewalk.

Remove 5 sqyd

P R

O J E

C T

S n a m a (1

P r o j

D e v C

A D

D D 1-

D -N

A M

A (1 p ln .d g n

:5

-J u l-

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

P R

O J E

C T

S n a m a (1

P r o j

D e v C

A D

D E

1-

N A

M A (1 u p p .d g n

:5

-S e p -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

113950

SCALE IN FEET

0 20 40

PARKWAY DRIVE

0 1

E01

PARKWAY DRIVE

O H I O D

R I

Centerline

Construction

R A

M P

TO

O

H

IO

D

R

IV

E

M a t c h L in e

See Detail E611-A.

Install drinking fountain.

Place topsoil, 2-inch depth, and establish turf on disturbed areas.

location as necessary.

Verify the waterline location and adjust the proposed waterline

The existing waterline location shown here is approximate.

2.

1.

Notes:

WATERLINE PLAN

12+00 TO 18+00

iron pipe. See Note 1.

Install 430’ of 1" ductile sidewalk.

Construct 22 sqyd of asphalt for waterline installation work.

of existing asphalt sidewalk

Sawcut and remove 22 sqyd

6" cast iron pipe

Existing

Install shut off valve with 6"x6"x1" tapping sleeve.

to the existing 6" pipe

Wet tap proposed 1" pipe

E C T R

IC

P R

O J E

C T

S n a m a (1

P r o j

D e v C

A D

D F

1- F

-N

A M

A (1 u p p .d g n

:0

-J u n -2

:0

P

M

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

113950

SCALE IN FEET

0 20 40

30+00 31+61.17

P

O

OL XOB RE

W O

L F

E x t.

.0

POTOMAC PARKWAY

ROCK CREEK AND

PARKWAY DRIVE

POTOMAC RIVER

O H I O D

R I

UTILITY PLAN - REMOVAL

F02

N

M a t c h L in e

11+75 TO 14+50

PARKWAY DRIVE

(See Note 1)

12+60, 24’ Rt.

LP-15

(See Note 1)

30+93, 14’ Rt.

LP-16

(See Note 1)

30+39, 16’ Rt.

LP-17

Area Bridge

Begin NPS Storage

13+12.51 circuit wire

Remove existing series high voltage

Coordinate the removal work with the installation of the new electrical distribution system.

Subsection 636.06.

the Contractor’s operations as directed by the CO. Refurbish streetlights according to luminaire, anchor bolt assemblies, etc. Repair any damage incurred to the streetlight due to

Carefully remove existing streetlight unit from its foundation, taking care not to damage pole, removal work begins. Field test luminaires to establish circuit current has been discontinued.

PEPCO will de-energize high voltage service to the existing streetlight standard before

Coordinate all streetlight removal work with PEPCO (see Electrical Note 1 on sheet F01).

2.

1.

Notes:

PRA-NAMA 17(1)

Begin Project

11+75

LEGEND

(See Note 1)

13+57, 27’ Lt.

LP-14

(See Note 1)

14+30, 19’ Rt.

LP-13

Construction

0 1

P R

O J E

C T

S n a m a (1

P r o j

D e v C

A D

D F

1- F

-N

A M

A (1 u p p .d g n

:0

:4

P

M -J u n -2

:0

P

M

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

113950

SCALE IN FEET

0 20 40

SHEET XX OF XX

PARKWAY DRIVE

POTOMAC RIV

ER

5 5

UTILITY PLAN - REMOVAL

F03

N

14+50 TO 20+00

PARKWAY DRIVE

M a t c h L in e

M a t c h L in e

15+00, 24’ Lt.

LP-12

(See Note 1 - Typ)

15+76, 19’ Rt.

LP-11

16+50, 24’ Lt.

LP-10

17+24, 20’ Rt.

LP-09

18+02, 24’ Lt.

LP-08

18+78, 20’ Rt.

LP-07

19+57, 24’ Lt.

LP-06

circuit wire

Remove existing series high voltage

LEGEND

Coordinate the removal work with the installation of the new electrical distribution system.

Subsection 636.06.

the Contractor’s operations as directed by the CO. Refurbish streetlights according to luminaire, anchor bolt assemblies, etc. Repair any damage incurred to the streetlight due to

Carefully remove existing streetlight unit from its foundation, taking care not to damage pole, removal work begins. Field test luminaires to establish circuit current has been discontinued.

PEPCO will de-energize high voltage service to the existing streetlight standard before

Coordinate all streetlight removal work with PEPCO (see Electrical Note 1 on sheet F01).

2.

1.

Notes:

Construction Centerline

X X

X X

X X

X X

X X

X X

X X

X X

X

0 2

P R

O J E

C T

S n a m a (1

P r o j

D e v C

A D

D F

1- F

-N

A M

A (1 u p p .d g n

:0

:2

P

M -J u n -2

:0

P

M

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

113950

SCALE IN FEET

0 20 40

SHEET XX OF XX

PARKWAY DRIVE

POTOMAC RIVER

O H I

O D

R I

5 5

UTILITY PLAN - REMOVAL

See Note 2

Sta. 21+14, 23’ Lt.

LP-04

F04

N

20+00 TO 25+90.24

PARKWAY DRIVE

M a t c h L in e circuit wire

Remove existing series high voltage

LEGEND

Existing high voltage circuit

Plaza Bridge

End Watergate

23+77.55

(See Note 1 - Typ)

20+34, 21’ Rt.

LP-05

21+92, 27’ Rt.

LP-03

22+88, 28’ Lt.

LP-01

22+88, 31’ Rt.

LP-02

Centerline

Construction

Begin Watergate Plaza Bridge

End NPS Storage Area Bridge

22+16.41

3.

2.

1.

Notes:

Coordinate the removal work with the installation of the new electrical distribution system.

to other existing facilities that are currentlybeing serviced by the high voltage system.

PEPCO will maintain the existing high voltage series circuit as required to maintain service

Subsection 636.06.

the Contractor’s operations as directed by the CO. Refurbish streetlights according to luminaire, anchor bolt assemblies, etc. Repair any damage incurred to the streetlight due to

Carefully remove existing streetlight unit from its foundation, taking care not to damage pole, removal work begins. Field test luminaires to establish circuit current has been discontinued.

PEPCO will de-energize high voltage service to the existing streetlight standard before

Coordinate all streetlight removal work with PEPCO (see Electrical Note 1 on sheet F01).

to MH-1routed

Existing circuit

PRA-NAMA 17(1)

End Project

25+90.24

E C T R

IC

P R

O J E

C T

S n a m a (1

P r o j

D e v C

A D

D F

1- F

-N

A M

A (1 u p p .d g n

:3

:5

P

M -J u l-

:3

P

M

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

113950

SCALE IN FEET

0 20 40

SHEET XX OF XX

30+00 31+61.17

P

O

OL XOB RE

W O

L F

E x t.

.0

POTOMAC PARKWAY

ROCK CREEK AND

UTILITY PLAN

POTOMAC RIVER

O H I O D

R I pull box to LED retrofit luminaire

Install #10 AWG W/#10 Gnd. pole wire in conduit from

(See Note 3)

PB-13

F05

N

11+75 TO 14+50

PARKWAY DRIVE

M a t c h L in e

Area Bridge

Begin NPS Storage

13+12.51

3.

2.

1.

Notes:

(See Note 1)

30+39, 16’ Rt.

LP-17

(See Note 1)

30+93, 14’ Rt.

LP-16

locations at underside of bridge structure.

for mounting detail). Install hot dipped galvanized conduit expansion fittings at all expansion joint

Mount conduit and pull boxes to the underside of the bridge deck as approved by the CO (see sheet F10 the same manner and orientation as it was prior to removal.

or damaged ground rods and wire. Reinstall each streetlight standard on its existing foundation in refurbished streetlights. Clean the anchor bolts of all loose dirt, rust, and debris. Replace corroded and "button" type integral photocells. Inspect the streetlight foundations prior to resetting the

Refurbish streetlight poles according to Subsection 636.06 and install 120 volt LED retrofit kits

See PEPCO Service Wiring Diagram.

from the power sources to the street light circuitry, and for energizing the 120 volt power service.

voltage service to the streetlight standards. PEPCO is also responsible for make the final connections

PEPCO manholes to the streetlight poles. PEPCO is responsible for de-energizing the existing high all components of the new electrical distribution system from the power sources at the designated

Coordinate the construction of the new 120 volt electrical service with PEPCO. Furnish and install

LEGEND

(Stucture mount at underside of bridge deck)

Circuit B - 2 #8, W/#8 Gnd., 2" rigid galvanized steel conduit

Centerline

Construction

PRA-NAMA 17(1)

Begin Project

11+75

PARKWAY DRIVE

(See Note 2)

13+57, 27’ Lt.

LP-14

(See Note 2)

14+30, 19’ Rt.

LP-13

(See Note 3)

12+60, 24’ Rt.

LP-15

12+58, 20’ Rt.

MH-04

30+93, 7’ Rt.

MH-05

30+39, 9’ Rt.

MH-06

13+59, 43’ Lt.

MH-03

and service wiring diagram) for PEPCO manhole data

(See sheets F09 and F10

Low voltage service feed

12+70, 92’ Lt.

MH-02

(1-way electrical duct bank)

Circuit C - 2 #8, W/#8 Gnd., 2" Schedule 40 PVC conduit

(1-way electrical duct bank)

Circuit C - 2 #8, W/#8 Gnd., 4" Schedule 40 PVC conduit sidewalk.

Construct 10 sqyd of asphalt for utility work.

of existing asphalt sidewalk

Sawcut and remove 10 sqyd

0 1

P R

O J E

C T

S n a m a (1

P r o j

D e v C

A D

D F

1- F

-N

A M

A (1 u p p .d g n

:0

:3

P

M -J u n -2

:0

P

M

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

113950

SCALE IN FEET

0 20 40

PARKWAY DRIVE

UTILITY PLAN

POTOMAC RIV

ER3

PB-12

PB-11

PB-10

PB-08

(See Note 3 - typ.)

PB-09

PB-07

PB-06

(Trench Conduit Under Sidewalk - See Note 4)

Ckt. B - 2 #8, W/#8 Gnd., 2" Schedule 40 PVC Conduit plans for limit of sidewalk removal and repair.

pullbox installation). All work to be approved by the CO. Refer to Construction adjacent to streetlight pole and route conduit into pole base (see sheet Q10 for

4. Remove existing sidewalk, trench (18" depth) and install conduit. Install pullbox

F06

14+50 TO 20+00

PARKWAY DRIVE

M a t c h L in e

M a t c h L in e

(See Note 2 - typ.)

Sta. 16+50, 24’ Lt.

LP-10

3.

2.

1.

Notes:

locations at underside of bridge structure.

for mounting detail). Install hot dipped galvanized conduit expansion fittings at all expansion joint

Mount conduit and pull boxes to the underside of the bridge deck as approved by the CO (see sheet F10 the same manner and orientation as it was prior to removal.

or damaged ground rods and wire. Reinstall each streetlight standard on its existing foundation in refurbished streetlights. Clean the anchor bolts of all loose dirt, rust, and debris. Replace corroded and "button" type integral photocells. Inspect the streetlight foundations prior to resetting the

Refurbish streetlight poles according to Subsection 636.06 and install 120 volt LED retrofit kits

See PEPCO Service Wiring Diagram.

from the power sources to the street light circuitry, and for energizing the 120 volt power service.

voltage service to the streetlight standards. PEPCO is also responsible for make the final connections

PEPCO manholes to the streetlight poles. PEPCO is responsible for de-energizing the existing high all components of the new electrical distribution system from the power sources at the designated

Coordinate the construction of the new 120 volt electrical service with PEPCO. Furnish and install pull box to LED retrofit luminaire

Install #10 AWG W/#10 Gnd. pole wire in conduit from

LEGEND

15+00, 24’ Lt.

LP-12

15+76, 19’ Rt.

LP-11

17+24, 20’ Rt.

LP-09

18+02, 24’ Lt.

LP-08

18+78, 20’ Rt.

LP-07

19+57, 24’ Lt.

LP-06

Construction Centerline

(Stucture mount at underside of bridge deck)

Circuit A - 2 #8, W/#8 Gnd., 2" rigid galvanized steel conduit

(Stucture mount at underside of bridge deck)

Circuit B - 2 #8, W/#8 Gnd., 2" rigid galvanized steel conduit

X X

X X

X X

X X

X X

X X

0 2

P R

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C T

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P r o j

D e v C

A D

D F

1- F

-N

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A (1 u p p .d g n

:3

1:

-J u n -2

:3

A

M

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

113950

SCALE IN FEET

0 20 40

PARKWAY DRIVE

UTILITY PLAN

POTOMAC RIVER

O H I

O D

R I

3 3

PB-04

PB-05

(See Note 3 - typ.)

PB-03

PB-01

PB-02

F07

N

20+00 TO 25+90.24

PARKWAY DRIVE

M a t c h L in e

(See Note 2 - typ.)

20+34, 21’ Rt.

LP-05

21+14, 23’ Lt.

LP-04

21+92, 27’ Rt.

LP-03

22+88, 31’ Rt.

LP-02

23+68, 36’ Rt.

PB-14

PRA-NAMA 17(1)

End Project

25+90.24

Plaza Bridge

End Watergate

23+77.55

22+88, 28’ Lt.

LP-01

Begin Watergate Plaza Bridge

End NPS Storage Area Bridge

22+16.41

Construction

3.

2.

1.

Notes:

locations at underside of bridge structure.

for mounting detail). Install hot dipped galvanized conduit expansion fittings at all expansion joint

Mount conduit and pull boxes to the underside of the bridge deck as approved by the CO (see sheet F10 the same manner and orientation as it was prior to removal.

or damaged ground rods and wire. Reinstall each streetlight standard on its existing foundation in refurbished streetlights. Clean the anchor bolts of all loose dirt, rust, and debris. Replace corroded and "button" type integral photocells. Inspect the streetlight foundations prior to resetting the

Refurbish streetlight poles according to Subsection 636.06 and install 120 volt LED retrofit kits

See PEPCO Service Wiring Diagram.

from the power sources to the street light circuitry, and for energizing the 120 volt power service.

voltage service to the streetlight standards. PEPCO is also responsible for make the final connections

PEPCO manholes to the streetlight poles. PEPCO is responsible for de-energizing the existing high all components of the new electrical distribution system from the power sources at the designated

Coordinate the construction of the new 120 volt electrical service with PEPCO. Furnish and install pull box to LED retrofit luminaire

Install #10 AWG W/#10 Gnd. pole wire in conduit from

LEGEND

(Stucture mount at underside of bridge deck)

Circuit A - 2 #8, W/#8 Gnd., 2" rigid galvanized steel conduit

(Stucture mount at underside of bridge deck)

Circuit B - 2 #8, W/#8 Gnd., 2" rigid galvanized steel conduit

23+74, 39’ Lt.

PB-24

and service wiring diagram) for PEPCO manhole data

(See sheets F09 and F10

Low voltage service feed

24+08, 52’ Lt.

MH-01

(1-way electrical duct bank)

Circuits A and B - 4 #8, W/#8 Gnd., 2" Schedule 40 PVC conduit

P R

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P r o j

D e v C

A D

D F

1- F

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1:

-S e p -2

:5

A

M

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

113950

UTILITY PLAN

LP-01LP-04LP-06LP-08LP-10LP-12

PB-01PB-04PB-06PB-08PB-10PB-12

LP-02LP-03LP-05LP-07LP-09LP-11LP-13

PB-02PB-03PB-05PB-07PB-09PB-11PB-13

G

A1

N

G

B1

N

CIRCUIT WIRING DIAGRAM

F08

CIRCUIT A

3.

2.

1.

Notes:

CIRCUIT B

with 55 Watt LED retrofit kit

Existing Acorn style post top luminaire

LEGEND

NOT TO SCALE

LP-17

LP-16

LP-15

LP-14

Existing manhole to remain

CIRCUIT C

(typ.)See Note 1

See Note 3 (typ.)

Existing pullbox to remain

Proposed pullbox

Proposed manhole

(See Note 2) service from PEPCO MH-1

120 volt, 1 phase, 2 wire

(See Note 2) service from PEPCO MH-1

120 volt, 1 phase, 2 wire

MH-03

MH-04

MH-05

MH-06

#8 AWG W/#8 Gnd.W/#8 Gnd.

#8 AWG

W/#8 Gnd.

#8 AWG

PB-24

PB-24

PB-14

to LED power supply assembly. See sheet F10 for detail.

Provide 2-#10, W/#10 ground (pole wire) from pullbox

See PEPCO Service Wiring Diagrams.

make all service connections to street lighting system.

power service at manholes MH-1 and MH-2. PEPCO will

Coordinate streetlighting service connections to PEPCO connection in pullbox located at each light pole location.

Provide a 5 amp fuse in phase conductor of luminaire

GB

N NB

G

(See Note 2) service from PEPCO MH-2

120 volt, 1 phase, 2 wire

P R

O J E

C T

S n a m a (1

P r o j

D e v C

A D

D F

1- F

-N

A M

A (1 u p p .d g n

:3

-J u n -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NPS

NO.NO.

PMIS

NC DC202979

NATIONAL MALL AND MEMORIAL PARKS

PRA-NAMA 17(1)802

113950

UTILITY PLAN

Schedule

Conduit Run

From Sta. To Sta.

Quantity

(ft.)

2" RMC

Totals:

Schedule

From Sta. To Sta.

Quantity

Cable Run

(ft.)

#8 Gnd.

(ft.)

*#10 AWG.

(ft.)

#8 AWG

PEPCO MH No. Location Service Voltage

LP-15 Washington #16 - Steel C

LP-14 Washington #16 - Steel LED

LP-13 Washington #16 - Steel LED 55 W B

LP-12 Washington #16 - Steel LED 55 W A

LP-11 Washington #16 - Steel LED 55 W B

LP-10 Washington #16 - Steel LED 55 W A

LP-09 Washington #16 - Steel LED 55 W B

LP-08 Washington #16 - Steel LED 55 W A

LP-07 Washington #16 - Steel LED 55 W B

LP-06 Washington #16 - Steel LED 55 W A

LP-05 Washington #16 - Steel LED 55 W B

LP-04 Washington #16 - Steel LED 55 W A

LP-03 Washington #16 - Steel LED 55 W B

LP-02 Washington #16 - Steel LED 55 W B

LP-01 Washington #16 - Steel LED 55 W A

LED RETROFIT INSTALLATION AND QUANTITIES

(ft.)

*#10 Gnd.

CABLE SUMMARY

PEPCO MANHOLE INFORMATION

LED

C

CONDUIT SUMMARY (RMC)

Schedule

Conduit Run

From Sta. To Sta.

Quantity

(ft.)

4" PVC

Totals:

CONDUIT SUMMARY (PVC)

and integral photocell installation at existing streetlight location.

*See lighting standard detail on sheet F11 for LED luminaire retrofit

*Remove Existing Luminaire, Install D6 Area Light LED Retrofit Kit and Photocell

*Remove Existing Luminaire, Install D6 Area Light LED Retrofit Kit and Photocell

*Remove Existing Luminaire, Install D6 Area Light LED Retrofit Kit and Photocell

*Remove Existing Luminaire, Install D6 Area Light LED Retrofit Kit and Photocell

*Remove Existing Luminaire, Install D6 Area Light LED Retrofit Kit and Photocell

*Remove Existing Luminaire, Install D6 Area Light LED Retrofit Kit and Photocell

*Remove Existing Luminaire, Install D6 Area Light LED Retrofit Kit and Photocell

*Remove Existing Luminaire, Install D6 Area Light LED Retrofit Kit and Photocell

*Remove Existing Luminaire, Install D6 Area Light LED Retrofit Kit and Photocell

*Remove Existing Luminaire, Install D6 Area Light LED Retrofit Kit and Photocell

*Remove Existing Luminaire, Install D6 Area Light LED Retrofit Kit and Photocell

*Remove Existing Luminaire, Install D6 Area Light LED Retrofit Kit and Photocell

*Remove Existing Luminaire, Install D6 Area Light LED Retrofit Kit and Photocell

55 W

55 W

(PB-13) 14+30, Rt. (PB-11) 15+76, Rt.

(PB-11) 15+76, Rt. (PB-09) 17+24, Rt.

(PB-09) 17+24, Rt. (PB-07) 18+78, Rt.

(PB-07) 18+78, Rt. (PB-05) 20+34, Rt.

(PB-05) 20+34, Rt. (PB-03) 21+92, Rt.

(PB-03) 21+92, Rt. (PB-02) 22+88, Rt.

(PB-02) 22+88, Rt. (PB-14) 23+68, Rt.

(PB-14) 23+68, Rt.

(PB-12) 15+00, Lt. (PB-10) 16+50, Lt.

(PB-10) 16+50, Lt. (PB-08) 18+02, Lt.

(PB-08) 18+02, Lt. (PB-06) 19+57, Lt.

(PB-06) 19+57, Lt. (PB-04) 21+14, Lt.

(PB-04) 21+14, Lt. (PB-01) 22+88, Lt.

(PB-01) 22+88, Lt.

2,030

(PB-13) 14+30, Rt. 40 20(PB-11) 15+76, Rt.

(PB-11) 15+76, Rt. (PB-09) 17+24, Rt.

(PB-09) 17+24, Rt. (PB-07) 18+78, Rt.

(PB-07) 18+78, Rt. (PB-05) 20+34, Rt.

(PB-05) 20+34, Rt. (PB-03) 21+92, Rt.

(PB-03) 21+92, Rt. (PB-02) 22+88, Rt.

(PB-02) 22+88, Rt. (PB-14) 23+68, Rt.

(PB-14) 23+68, Rt.

(PB-12) 15+00, Lt. (PB-10) 16+50, Lt.

(PB-10) 16+50, Lt. (PB-08) 18+02, Lt.

(PB-08) 18+02, Lt. (PB-06) 19+57, Lt.

(PB-06) 19+57, Lt. (PB-04) 21+14, Lt.

(PB-04) 21+14, Lt. (PB-01) 22+88, Lt.

(PB-01) 22+88, Lt.

(RMC - Rigid Metal Conduit)

320 165

F09

(MH-05) 30+93, Rt.

(MH-04) 12+58, Rt.

(MH-04) 12+58, Rt. (MH-02) 12+70, Lt.

(MH-03) 13+59, Lt. (MH-02) 12+70, Lt.

(ft.)

2" PVC

120V, 1 Ph, 2W Ea. Circuit C

120V, 1 Ph, 2W Ea. Circuits A,B luminaire base (see LED Retrofit Wiring Diagram).

extending from the circuit splice point in the pullbox to the LED power supply connection in the

*Provide 40-feet of #10 AWG and 20-feet of #10 Gnd. wires (pole wire) at each streetlight location, Pole No. Pole Type Location Light Source Wattage Power Service Circuit ID

STREETLIGHT - LUMINAIRE RETROFIT INSTALLATIONS

Remarks

LP-16 LED 55 W C

LP-17 LED 55 W C

22+88, 28’ Lt., Parkway Drive

Twin 20 - Steel

Twin 20 - Steel 30+93, 7’ Rt., Flower Box Loop

30+39, 9’ Rt., Flower Box Loop

22+88, 31 Rt., Parkway Drive

21+92, 27’ Rt., Parkway Drive

21+14, 23’ Lt., Parkway Drive

20+34, 21’ Rt., Parkway Drive

19+57, 24’ Lt., Parkway Drive

18+78, 20’ Rt., Parkway Drive

18+02, 24’ Lt., Parkway Drive

17+24, 20’ Rt., Parkway Drive

16+50, 24’ Lt., Parkway Drive

15+76, 19’ Rt., Parkway Drive

15+00, 24’ Lt., Parkway Drive

14+30, 19’ Rt., Parkway Drive

13+57, 27’ Lt., Parkway Drive

12+60, 24’ Rt., Parkway Drive

(PB-24) 23+74, Lt.

(PB-24) 23+74, Lt.

(MH-06) 30+39, Rt.

(MH-05) 30+93, Rt.

(PB-24) 23+74, Lt.

(PB-24) 23+74, Lt.

(MH-01) 24+08, Lt.

(PB-24) 23+74, Lt.

24+08, 52’ Lt., Parkway Drive

12+70, 92’ Lt., Parkway Drive

(MH-03) 13+59, Lt.

(MH-04) 12+58, Rt.

(MH-05) 30+93, Rt.

(MH-06) 30+39, Rt. (MH-05) 30+93, Rt.

(MH-04) 12+58, Rt.

(MH-02) 12+70, Lt.

(MH-02) 12+70, Lt.

40 20

Totals: 5,050 2,535 760 380

(MH-01) 24+08, Lt.

(PB-24) 23+74, Lt.

MH-01

MH-02

PEPCO MH-01

PEPCO MH-01

PEPCO MH-01

PEPCO MH-01

PEPCO MH-01

PEPCO MH-01

PEPCO MH-01

PEPCO MH-01

PEPCO MH-01

PEPCO MH-01

PEPCO MH-01

PEPCO MH-01

PEPCO MH-01

PEPCO MH-02

PEPCO MH-02

PEPCO MH-02

PEPCO MH-02

110 40 20

*Remo…