Attachment_02_DS_Plans.pdf

PDF 39 MB Posted Feb 2, 2023

Attached to: Pavement Marking from Slaters Ln to Roaches Run (N Federal contract opportunity
Solicitation number: 140D0423B0001
Issued by: Department of the Interior Departmental Offices Interior Business Center

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract solicitation to provide pavement marking services. The solicitation number is 140D0423B0001 issued by the Department of the Interior Departmental Offices Interior Business Center. The work requires removing existing pavement markings and reapplying new markings according to the contract plans between Slaters Ln and Roaches Run. Bidders should provide the labor, equipment, and materials needed to complete the pavement marking work as specified. No further information is included regarding response dates, pricing terms, or other contractual requirements.

View the file

Other files for this federal contract opportunity

Other files attached to Pavement Marking from Slaters Ln to Roaches Run (N, newest first.
File	Type	Posted
B08_SOL_GWMP_Paving_IFB_solicitation_pgs_4-41.pdf	PDF	Feb 2, 2023
Attachment_04_Wage_Determination.txt	TXT text file	Feb 2, 2023
Attachment_03_Schedule_of_Values.pdf	PDF	Feb 2, 2023
Attachment_01_SOW.pdf	PDF	Feb 2, 2023
Sol_140D0423B0001.pdf	PDF	Feb 2, 2023

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

317362PLAN DATE 10-21-2022

BMJ

PAVEMENT MARKING FROM SLATERS LN TO

ROACHES RUN (NORTH AND SOUTH BOUNDS)

ARLINGTON

ALEXANDRIA TO ROACHES RUN

100% SET

READY FOR CONSTRUCTION

INDEX TO DRAWINGS

G-101 GENERAL SITE PLAN

FP-14 (THE STANDARD SPECIFICATIONS FOR THE

CONSTRUCTION OF ROADS AND BRIDGES ON

FEDERAL HIGHWAY PROJECTS)

C-101 - C-106 SITE PLAN

PROJECT LIMIT

PROJECT DESCRIPTION:

STRIPING AND PAVEMENT MARKING OF 2.32 MILES OF

GEORGE WASHINGTON MEMORIAL PARKWAY FROM

SLATERS LANE TO EXIST RAMP TO DCA AIRPORT

(NORTHBOUND & SOUTHBOUND).

PROJECT LENGTH:

PROJECT CONSTRUCTION SPECIFICATIONS:

2.32 MILES

ROAD ID: GWMP-0218, GWMP-0002, GWMP-0001

BRIDGES: FOUR MILE RUN

G-001

PROJECT TITLE:

PAVEMENT MARKING FROM SLATERS LN TO ROACHES RUN

(NORTH AND SOUTH BOUNDS)

NOT TO SCALE

E634-03A DETAIL - PAVEMENT MARKINGS WITH AND WITHOUT

RAISED PAVEMENT MARKERS

E634-04 DETAIL - PAVEMENT MARKINGS IN NEUTRAL ARES

E634-A DETAIL - CROSSWALK

E634-01 DETAIL - PAVEMENT MARKINGS SYMBOLS AND

WORDS

E635-01 DETAIL - CONSTRUCTION TRAFFIC CONTROL SIGN

MOUNTING

ET 635-6 TEMPORARY TRAFFIC CONTROL SINGLE LANE

CLOSURE LAYOUT (WITH FLAGGERS)

E635-05 CONSTRUCTION TRAFFIC CONTROL SINGLE LANE

CLOSURE LAYOUT

AutoCAD SHX Text

SILVER

AutoCAD SHX Text

SPRING

AutoCAD SHX Text

BETHESDA

AutoCAD SHX Text

SUITLAND

AutoCAD SHX Text

ANNADALE

AutoCAD SHX Text

MCLEAN

AutoCAD SHX Text

CHEVY

AutoCAD SHX Text

CHASE

AutoCAD SHX Text

GREENBELT

AutoCAD SHX Text

NEW

AutoCAD SHX Text

CAROLLTON

AutoCAD SHX Text

MARYLAND

AutoCAD SHX Text

VIRGINIA

AutoCAD SHX Text

DISTRICT OF COLUMBIA

AutoCAD SHX Text

MARYLAND

AutoCAD SHX Text

DISTRICT OF COLUMBIA

AutoCAD SHX Text

MARYLAND

AutoCAD SHX Text

POTOMAC R.

AutoCAD SHX Text

ANACOSTIA

AutoCAD SHX Text R.

AutoCAD SHX Text

WASHINGTON D.C.

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

VISITOR CENTER

AutoCAD SHX Text

PARK HEADQUARTERS

AutoCAD SHX Text

PICNIC AREA

AutoCAD SHX Text V.C.

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

COUNTY LINE

AutoCAD SHX Text

STATE LINE

AutoCAD SHX Text

HQ.

AutoCAD SHX Text

MT. VERNON

AutoCAD SHX Text

FORT HUNT

AutoCAD SHX Text

BELLE

AutoCAD SHX Text

HAVEN

AutoCAD SHX Text

DYKE

AutoCAD SHX Text

MARSH

AutoCAD SHX Text

WAYNEWOOD BLVD.

AutoCAD SHX Text

ALEXANDRIA

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

KING ST.

AutoCAD SHX Text

DUKE ST.

AutoCAD SHX Text

GREEN ST.

AutoCAD SHX Text

DISTRICT OF COLUMBIA

AutoCAD SHX Text

MARYLAND

AutoCAD SHX Text

MARYLAND

AutoCAD SHX Text

VIRGINIA

AutoCAD SHX Text

MARYLAND

AutoCAD SHX Text

DISTRICT OF

AutoCAD SHX Text

COLUMBIA

AutoCAD SHX Text

NAVY AND MARINE

AutoCAD SHX Text

MEMORIAL

AutoCAD SHX Text

GREAT

AutoCAD SHX Text

FALLS

AutoCAD SHX Text

PARK

AutoCAD SHX Text

JONES

AutoCAD SHX Text

POINT

AutoCAD SHX Text

LIGHTHOUSE

AutoCAD SHX Text

WASHINGTON

AutoCAD SHX Text

NATIONAL

AutoCAD SHX Text

AIRPORT

AutoCAD SHX Text

GEORGETOWN

AutoCAD SHX Text

OLD

AutoCAD SHX Text

PIKE

AutoCAD SHX Text

POTOMAC RIVER

AutoCAD SHX Text

FORT

AutoCAD SHX Text

WASHINGTON

AutoCAD SHX Text

FORT MARCY

AutoCAD SHX Text

MARYLAND

AutoCAD SHX Text

VIRGINIA

AutoCAD SHX Text

PRINCE

AutoCAD SHX Text

GEORGES CO.

AutoCAD SHX Text

FAIRFAX CO.

AutoCAD SHX Text

FAIRFAX CO. VIRGINIA

AutoCAD SHX Text

ARLINGTON CO. VIRGINIA

AutoCAD SHX Text

CITY OF ALEXANDRIA

AutoCAD SHX Text

FAIRFAX CO.

AutoCAD SHX Text

MONTGOMERY CO.

AutoCAD SHX Text MacARTHUR

AutoCAD SHX Text

BLVD.

AutoCAD SHX Text MacARTHUR

AutoCAD SHX Text

BLVD.

AutoCAD SHX Text V.C.

AutoCAD SHX Text

HQ.

AutoCAD SHX Text

GEORGETOWN

AutoCAD SHX Text

WASHINGTON D.C.

AutoCAD SHX Text

ALEXANDRIA

AutoCAD SHX Text

GEORGE WASHINGTON

AutoCAD SHX Text

MEMORIAL PARKWAY

AutoCAD SHX Text

TO ROCKVILLE,

AutoCAD SHX Text

MARYLAND

AutoCAD SHX Text

FALLS CHURCH,

AutoCAD SHX Text

VIRGINIA &

AutoCAD SHX Text

AutoCAD SHX Text TO McLEAN, AutoCAD SHX Text

VIRGINIA &

AutoCAD SHX Text

HILLCREST

AutoCAD SHX Text

HEIGHTS,

AutoCAD SHX Text

MARYLAND

AutoCAD SHX Text

CLARA BARTON

AutoCAD SHX Text

PARKWAY

AutoCAD SHX Text

RIVERSIDE

AutoCAD SHX Text

PARK

AutoCAD SHX Text

VIRGINIA

AutoCAD SHX Text

DAINGERFIELD

AutoCAD SHX Text

ISLAND

AutoCAD SHX Text

PARKWAY

AutoCAD SHX Text

MAINTENANCE

AutoCAD SHX Text

FACILITY

AutoCAD SHX Text

ARLINGTON CO.

AutoCAD SHX Text

VIRGINIA

AutoCAD SHX Text

CITY

AutoCAD SHX Text

ALEXANDRIA

AutoCAD SHX Text

GRAVELLY

AutoCAD SHX Text

POINT

AutoCAD SHX Text

LBJ

AutoCAD SHX Text

GROVE

AutoCAD SHX Text

THEODORE ROOSEVELT ISLAND

AutoCAD SHX Text

NETHERLANDS

AutoCAD SHX Text

CARILLON AND

AutoCAD SHX Text

U.S. MARINE

AutoCAD SHX Text

CORPS WAR

AutoCAD SHX Text

MEMORIAL

AutoCAD SHX Text

TURKEY

AutoCAD SHX Text

RUN

AutoCAD SHX Text

PARK

AutoCAD SHX Text

CLARA

AutoCAD SHX Text

BARTON

AutoCAD SHX Text

HOUSE

AutoCAD SHX Text

GLEN

AutoCAD SHX Text

ECHO

AutoCAD SHX Text

PARK

AutoCAD SHX Text

CLAUDE MOORE

AutoCAD SHX Text

COLONIAL

AutoCAD SHX Text

FARM

AutoCAD SHX Text

LIMITS OF THE PROJECT

AutoCAD SHX Text

ARLINGTON

AutoCAD SHX Text

MEMORIAL

AutoCAD SHX Text

BRIDGE

AutoCAD SHX Text

GEORGE WASHINGTON

AutoCAD SHX Text

MEMORIAL PARKWAY

AutoCAD SHX Text

CLARA BARTON

AutoCAD SHX Text

PARKWAY

AutoCAD SHX Text

ARLINGTON

AutoCAD SHX Text

HOUSE

AutoCAD SHX Text

MARINA

AutoCAD SHX Text

WASHINGTON

AutoCAD SHX Text

SAILING MARINA

AutoCAD SHX Text

BOAT LAUNCH

AutoCAD SHX Text

STATE

AutoCAD SHX Text

NATIONAL PARK SERVICE

AutoCAD SHX Text

GEORGE WASHINGTON MEMORIAL PARKWAY DIVISION

AutoCAD SHX Text

REGION

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

UNITED STATES

AutoCAD SHX Text

LOCATION WITHIN PARK

AutoCAD SHX Text

NAME OF PARK

AutoCAD SHX Text

TITLE OF DRAWING

AutoCAD SHX Text

INITIALS

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PMIS

AutoCAD SHX Text

STATUS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REV

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text

GEORGE WASHINGTON MEMORIAL PARKWAY

AutoCAD SHX Text

NAT'L CAPITAL

DCA AIRPORT

FOUR MILE RUN

POTOMAC YARD

DAINGERFIELD ISLAND

C-106

C-105

C104

C-104

C-103

C-102

C-101

317362PLAN DATE 10-21-2022

BMJ

PAVEMENT MARKING FROM SLATERS LN TO

ROACHES RUN (NORTH AND SOUTH BOUNDS)

ARLINGTON

ALEXANDRIA TO ROACHES RUN

100% SET

READY FOR CONSTRUCTION

SCALE 1" = 400'

GENERAL PLAN

ABBREVIATIONS:

GENERAL NOTES:

1. THE COORDINATES ARE REFERENCED RELATIVE TO DATUM WGS84.

2. SCALES ARE BASED ON ANSI D (34 X 22) SHEET SIZE.

3. DO NOT APPLY PAVEMENT MARKING OVER METAL DRAINAGE FEATURES

SUCH AS INLET GRATES, MANHOLE COVERS, ETC.

4. REMOVE EXISTING PAVEMENT MARKING BEFORE APPLYING NEW

PAVEMENT MARKING.

5. CONTRACTOR'S PERSONNEL AND CONSTRUCTION VEHICLES ARE NOT

PERMITTED TO PARK ALONG ROADWAY SHOULDERS OR GRASSY AREAS.

ALL VEHICLES SHALL BE PARKED WITHIN THE STAGING AREA OR LANE

CLOSURE.

G-101

CHEV. ------------------------

COR --------------------------

DEG --------------------------

DSY ---------------------------

EXIST ------------------------

FP-14 ------------------------

MARK. -----------------------

MUTCD ---------------------

NB ----------------------------

OC. ---------------------------

PAVE. ------------------------

SB ----------------------------

SBW -------------------------

SBY ---------------------------

SDW -------------------------

SSW --------------------------

SSY ---------------------------

TL -----------------------------

TYP. --------------------------

CHEVRONS (PAVEMENT MARKING SYMBOL)

CONTRACTING OFFICER'S REPRESENTATIVE

DEGREES;

DOUBLE SOLID YELLOW;

EXISTING;

THE STANDARD SPECIFICATIONS FOR THE CONSTRUCTION

OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS

MARKING;

MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES

NORTH BOUND;

ON CENTER;

PAVEMENT;

SOUTH BOUND;

SINGLE BROKEN WHITE;

SINGLE BROKEN YELLOW;

SINGLE DOTTED WHITE;

SINGLE SOLID WHITE;

SINGLE SOLID YELLOW;

TRAVEL LANE;

TYPICAL;

HOURS OF OPERATION:

1. DO NOT SETUP LANE CLOSURES DURING RUSH HOURS. THE RUSH HOURS

ARE:

1.1. NORTHBOUND 05:30 AM TO 09:30 AM

1.2. SOUTHBOUND 02:30 PM TO 06:30 PM

2. DO NOT WORK ON WEEKENDS OR FEDERAL HOLIDAYS UNLESS APPROVED

BY THE COR.

3. NIGH WORK MAY BE ALLOWED. SUBMIT A REQUEST TO THE COR FOR THE

NIGHT WORK APPROVAL.

4. FOLLOW FAIRFAX COUNTY NOISE ORDINANCES.AND AVOID NOISY

OPERATIONS SUCH AS PAVEMENT MARKING REMOVAL DURING NIGHT SHIFT.

TEMPORARY TRAFFIC CONTROL:

1. PROVIDE AND MAINTAIN TEMPORARY TRAFFIC CONTROL DEVICES FOR

THE DURATION OF THE PROJECT IN ACCORDANCE WITH THE LATEST

EDITION OF MUTCD AND FP-14 SECTION 635.

2. A MINIMUM OF 3 PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) ARE

REQUIRED, WITH ONE PLACED AT EACH END OF THE PROJECT LIMIT.

3. OBTAIN APPROVAL FROM THE COR FOR LOCATION AND SPACING OF

TEMPORARY TRAFFIC CONTROL DEVICES.

4. CONTRACTOR MUST MAINTAIN AT LEAST ONE 10-FT TRAVEL LANE

NORTHBOUND AND ONE 10-FT TRAVEL LANE SOUTHBOUND AT ALL TIMES.

CONTRACTOR IS PROHIBITED FROM CREATING A LANE CLOSURE

LONGER THAN 1-MILE. REFER TO SECTION 156.07 FOR OTHER

LIMITATIONS ON CONSTRUCTION OPERATIONS.

5. DO NOT STOP TRAFFIC FOR MORE THAN 15 MINUTES AT EACH SINGLE

LANE CLOSURE.

00 200' 400'

C-102

C-103

RONALD REAGAN WASHINGTON

NATIONAL AIRPORT

STORAGE AND

STAGING AREA

450 SQFT

DAINGERFIELD

ISLAND

AutoCAD SHX Text

STATE

AutoCAD SHX Text

NATIONAL PARK SERVICE

AutoCAD SHX Text

GEORGE WASHINGTON MEMORIAL PARKWAY DIVISION

AutoCAD SHX Text

REGION

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

UNITED STATES

AutoCAD SHX Text

LOCATION WITHIN PARK

AutoCAD SHX Text

NAME OF PARK

AutoCAD SHX Text

TITLE OF DRAWING

AutoCAD SHX Text

INITIALS

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PMIS

AutoCAD SHX Text

STATUS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REV

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text

GEORGE WASHINGTON MEMORIAL PARKWAY

W ABINGDON DR

SIGN 2

SIGN 1

GWMP NB

S L A

T E

R S

L N

TRAFFIC

SIGNAL

CURB FACE

6" SSW

17.5'

FOR ALL NEUTRAL AREA

REFER TO DETAIL E634-04

SEE NOTE 1

(SIGN 1)

116.00'

SEE NOTE 2

(SIGN 2)

CURB FACE

172.00'

6" SSY

APPLY 6" SSW TYP.

APPLY 6" SSY TYP.

Y P

SOUTHERN PROJECT LIMIT

LAT 38.821783

LON -77.043879

BEGIN

6" SSW

8" SSW TYP.

APPLY 6" SSW TYP.

Y P

APPLY 24" STOP BAR TYP.

122.00'

APPLY 6" SDW TYP.

APPLY 6"

SSY TYP.

APPLY 6" SBW TYP.

APPLY 6" SSW TYP.

SHOULDER

OPEN TO

TRAFFIC

6AM-9:30AM

MON-FRI

EXCEPT

6AM-9:30AM

MON-FRI

MP S

GWMP SB

GWMP NB

E ABINGDON DR

REMOVE EXISTING SHOULDER

PAVEMENT MARKING

317362PLAN DATE 10-21-2022

BMJ

PAVEMENT MARKING FROM SLATERS LN TO

ROACHES RUN (NORTH AND SOUTH BOUNDS)

ARLINGTON

ALEXANDRIA TO ROACHES RUN

100% SET

READY FOR CONSTRUCTION

SCALE 1" = 40

SITE PLAN

SCALE 1" = 40

SITE PLAN

C-101

00 20' 40'

M A

T C

L I N

S I T

L A

M A

T C

L I N

S I T

L A

I T

NOTES:

1. SIGN 1: REMOVE EXISTING SIGN / POST AND REPLACE

WITHE NEW W4-2 AND W11-12P. THE SUPPLEMENTAL

WARNING PLAQUE BELOW THE WARNING SIGN MUST BE

BLACK ON YELLOW.

2. SIGN 2: INSTALL NEW SIGN / WOODEN POST. THE

SHOULDER SIGN MUST BE BLACK ON WHITE.

3. SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND DESIGNED IN

ACCORDANCE WITH THE SIZES, SHAPES, COLORS, AND LEGENDS

CONTAINED IN THE "STANDARD HIGHWAY SIGNS AND MARKINGS" BOOK.

FOR CUSTOM SIGNS, THE CONTRACTOR SHALL SUBMIT A MOCKUP OF

THE SIGN INCLUDING DIMENSIONS AND COLORS FOR APPROVAL PRIOR

TO ORDER.

AutoCAD SHX Text

STATE

AutoCAD SHX Text

NATIONAL PARK SERVICE

AutoCAD SHX Text

GEORGE WASHINGTON MEMORIAL PARKWAY DIVISION

AutoCAD SHX Text

REGION

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

UNITED STATES

AutoCAD SHX Text

LOCATION WITHIN PARK

AutoCAD SHX Text

NAME OF PARK

AutoCAD SHX Text

TITLE OF DRAWING

AutoCAD SHX Text

INITIALS

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PMIS

AutoCAD SHX Text

STATUS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REV

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text

GEORGE WASHINGTON MEMORIAL PARKWAY

Y P

4" DSY WITH 4" GAP (TYP.)

REMOVE EXISTING AND PLACE NEW 24" STOP BAR (TYP.)

30' FROM TRAVEL LANE

100.00'

APPLY 6" SSW TYP.

APPLY 6" SBW TYP.

APPLY 6" SSY TYP.

APPLY 6" SDW TYP.

APPLY 6" SSW TYP.

SEE NOTE 1

24" CROSSWALK

(MATCH TRAIL WIDTH)

APPLY 6" SSW TYP.

' T

Y P

M A

R I A

I L

I S

APPLY 6" SDW (TYP.)

363.00'

(TO

THE BREAK IN CURB)

317362PLAN DATE 10-21-2022

BMJ

PAVEMENT MARKING FROM SLATERS LN TO

ROACHES RUN (NORTH AND SOUTH BOUNDS)

ARLINGTON

ALEXANDRIA TO ROACHES RUN

100% SET

READY FOR CONSTRUCTION

M A

T C

L I N

S I T

L A

SCALE 1" = 40'

SITE PLAN

SCALE 1" = 40'

SITE PLAN

C-102

00 20' 40'

M A

T C

L I N

S I T

L A

NOTES:

1. MOVE EXISTING STOP SIGN / POST NEXT TO THE STOP

BAR LOCATION WHERE NEW STOP BAR IS PLACED.

AutoCAD SHX Text

STATE

AutoCAD SHX Text

NATIONAL PARK SERVICE

AutoCAD SHX Text

GEORGE WASHINGTON MEMORIAL PARKWAY DIVISION

AutoCAD SHX Text

REGION

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

UNITED STATES

AutoCAD SHX Text

LOCATION WITHIN PARK

AutoCAD SHX Text

NAME OF PARK

AutoCAD SHX Text

TITLE OF DRAWING

AutoCAD SHX Text

INITIALS

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PMIS

AutoCAD SHX Text

STATUS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REV

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text

GEORGE WASHINGTON MEMORIAL PARKWAY

APPLY 6" SSW TYP.

APPLY 6" SBW TYP.

APPLY 6" SSY TYP.

317362PLAN DATE 10-21-2022

BMJ

PAVEMENT MARKING FROM SLATERS LN TO

ROACHES RUN (NORTH AND SOUTH BOUNDS)

ARLINGTON

ALEXANDRIA TO ROACHES RUN

100% SET

READY FOR CONSTRUCTION

M A

T C

L I N

I T

L A

M A

T C

L I N

S I T

L A

SCALE 1" = 40'

SITE PLAN

SCALE 1" = 40'

SITE PLAN

C-103

00 20' 40'

M A

T C

L I N

I T

L A

AutoCAD SHX Text

STATE

AutoCAD SHX Text

NATIONAL PARK SERVICE

AutoCAD SHX Text

GEORGE WASHINGTON MEMORIAL PARKWAY DIVISION

AutoCAD SHX Text

REGION

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

UNITED STATES

AutoCAD SHX Text

LOCATION WITHIN PARK

AutoCAD SHX Text

NAME OF PARK

AutoCAD SHX Text

TITLE OF DRAWING

AutoCAD SHX Text

INITIALS

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PMIS

AutoCAD SHX Text

STATUS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REV

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text

GEORGE WASHINGTON MEMORIAL PARKWAY

E R

BRIDGE JOINT (TYP.)

R M

B R

135.00'

APPLY 6" SSW TYP.

APPLY 6" SBW TYP.

APPLY 6" SSY TYP.

80.0 0'

317362PLAN DATE 10-21-2022

BMJ

PAVEMENT MARKING FROM SLATERS LN TO

ROACHES RUN (NORTH AND SOUTH BOUNDS)

ARLINGTON

ALEXANDRIA TO ROACHES RUN

100% SET

READY FOR CONSTRUCTION

M A

T C

L I N

S I T

L A

SCALE 1" = 40'

SITE PLAN

SCALE 1" = 40'

SITE PLAN

N N

C-104

00 20' 40'

M A

T C

L I N

S I T

L A

AutoCAD SHX Text

STATE

AutoCAD SHX Text

NATIONAL PARK SERVICE

AutoCAD SHX Text

GEORGE WASHINGTON MEMORIAL PARKWAY DIVISION

AutoCAD SHX Text

REGION

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

UNITED STATES

AutoCAD SHX Text

LOCATION WITHIN PARK

AutoCAD SHX Text

NAME OF PARK

AutoCAD SHX Text

TITLE OF DRAWING

AutoCAD SHX Text

INITIALS

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PMIS

AutoCAD SHX Text

STATUS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REV

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text

GEORGE WASHINGTON MEMORIAL PARKWAY

REMOVE THREE EXISTING LINES

Y P

APPLY 6" SSY

(AND SIDES OF ISLAND)

APPLY 6" SSW

APPLY 6" SDW (TYP.)

8" SSW TYP.

12" SSW TYP.

APPLY 6" SSW TYP.

APPLY 6" SBW TYP.

APPLY 6" SSY TYP.

GWMP

MAINTENANCE YARD

167.00'

60.00'

201.00'

166.00'

128.00' SSW

317362PLAN DATE 10-21-2022

BMJ

PAVEMENT MARKING FROM SLATERS LN TO

ROACHES RUN (NORTH AND SOUTH BOUNDS)

ARLINGTON

ALEXANDRIA TO ROACHES RUN

100% SET

READY FOR CONSTRUCTION

M A

T C

L I N

S I T

L A

M A

T C

L I N

S I T

L A

SCALE 1" = 40'

SITE PLAN

SCALE 1" = 40'

SITE PLAN

C-105

00 20' 40'

M A

T C

L I N

S I T

L A

M A

T C

L I N

S I T

L A

AutoCAD SHX Text

STATE

AutoCAD SHX Text

NATIONAL PARK SERVICE

AutoCAD SHX Text

GEORGE WASHINGTON MEMORIAL PARKWAY DIVISION

AutoCAD SHX Text

REGION

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

UNITED STATES

AutoCAD SHX Text

LOCATION WITHIN PARK

AutoCAD SHX Text

NAME OF PARK

AutoCAD SHX Text

TITLE OF DRAWING

AutoCAD SHX Text

INITIALS

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PMIS

AutoCAD SHX Text

STATUS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REV

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text

GEORGE WASHINGTON MEMORIAL PARKWAY

NORTHERN PROJECT LIMIT

LAT 38.855582

LON -77.046882

(EXIT RAMP TO DCA AIRPORT)

212.00'

317362PLAN DATE 10-21-2022

BMJ

PAVEMENT MARKING FROM SLATERS LN TO

ROACHES RUN (NORTH AND SOUTH BOUNDS)

ARLINGTON

ALEXANDRIA TO ROACHES RUN

100% SET

READY FOR CONSTRUCTION

SCALE 1" = 40'

SITE PLAN

C-106

00 20' 40'

AutoCAD SHX Text

STATE

AutoCAD SHX Text

NATIONAL PARK SERVICE

AutoCAD SHX Text

GEORGE WASHINGTON MEMORIAL PARKWAY DIVISION

AutoCAD SHX Text

REGION

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

UNITED STATES

AutoCAD SHX Text

LOCATION WITHIN PARK

AutoCAD SHX Text

NAME OF PARK

AutoCAD SHX Text

TITLE OF DRAWING

AutoCAD SHX Text

INITIALS

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PMIS

AutoCAD SHX Text

STATUS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REV

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text

GEORGE WASHINGTON MEMORIAL PARKWAY

<Jl

Solid or

Broken Striping

1 • Black Contrast(Typ.) ~ ~

CONTRAST TAPE FOR LANE LINES

Solid Striping

1 " Black Contrast (Typ.) Travelway

CONTRAST TAPE FOR EDGE LINES

Single Solid White Striping (edge striping)~

10' 30'

4" wide ~ broken white striping

Double Solid Yellow Striping (centerline)~

BROKEN SINGLE WHITE AND

DOUBLE SOLID YELLOW STRIPING

WITH CONTRAST TAPE

/ Edge of pavement (typ.)

i.)

C ,_, 10' I 30' I 4" wide f-. -----+-~-------,~ broken yellow striping ~

BROKEN SINGLE YELLOW AND

DOTTED WHITE STRIPING

WITH CONTRAST TAPE

L Single Solid White Striping (edge striping)

~ S:ngle Solid Yellow Striping

SINGLE SOLID YELLOW STRIPING

WITH RAISED PAVEMENT MARKERS

/ Raised Pavement / Markers (typ.)

/ Single Solid White Striping (edge striping)

PMIS No. 244916 NPS Drw . No. 850-173916

STATE PRDJECT

VA NP GWMP 3(2)

NOTES:

1. Install striping in accordance with the

Manual on Uniform Traffic Control Devices (MUTCD), Latest Edition.

SHEET

NUMBER

2. When raised pavement markers are required, space and install in accordance with the MUTCD and as shown in this Detail or as directed by the CO.

3. When raised pavement markers are required, see Detail E634-02.

I I 4" wide 1 10' 1,__ __ 3_o_'--~~ broken white striping~ j 2Norless ~ N • L Raised Pavement Marl<e.s (typ.}

~Double Solid Yellow Striping (centerline)

BROKEN SINGLE WHITE AND

DOUBLE SOLID YELLOW STRIPING

WITH RAISED PAVEMENT MARKERS

L Edge of pavement (typ.)

110' I 30' I 4" wide c--1 -----+-· ~-----~~ broken yellow striping ~

N • _ • / - ~sed Pavement Marl<e.s (typ.)

I ' & T -----u-.s-.-DE-P-AR_T_M-EN_T_O_F-TAA_N_SP_o_ITT_~-1-oN----~

M ~ -' FEDEAAL HIGHWAY ADMINISTAATION

4" wide dotted white striping OFFICE OF FEDEAAL LANDS HIGHWAY

BROKEN SINGLE YELLOW AND

DOTTED WHITE STRIPING

WITH RAISED PAVEMENT MARKERS

NO SCALE

PAVEMENT MARKINGS

WITH AND WITHOUT

RAISED PAVEMENT MARKERS

DETAIL

E634-03A

Edge of roadway

12" solid white striping

ONE-WAY TRAFFIC, LANE SHIFT

12" solid white striping

8" solid white striping

ONE-WAY TWO-LANE TRAFFIC, LANES SEPARATE

12" solid yellow striping

6" double solid yellow striping

TWO-WAY TWO-LANE TRAFFIC, LANES SEPARATE

NO SCALE

STATE PROJECT

NOTES:

1. Install striping in accordance with the MUTCD, latest edition.

SHEET

NUMBE

2. Typical pavement marking widths are shown. Use wider pavement markings when specified in the plans or as directed by the CO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

U.S. CUSTOMARY DETAIL

PAVEMENT MARKINGS

IN NEUTRAL AREAS

DETAIL APPROVED FOR USE

APPROVED: MAY 2011

REVlSED: MAY 2017

DETAIL

E634-04 u

STATE PROJECT

SHEET

NUMBER

�--- Edge of pavement Edge of pavement ---�

NOTE:

Install striping in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) latest edition.

NO SCALE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

CROSSWALK

(\J

DETAIL

E634-A

A p ri l

W Y

\C A

D D

\S td

-D e t\ s0 st

A d e ta il

.d g n

[S h e e t

~ a " ~ ~ ..:

_ i f ~ r r

6' to 12'

6'-0" (Min.)

t c:i_, LI)

WIS--___

Roadway 11 Cl

LJ L..,

2'-0" (Min.)

c:i_, Roadway

WIS--

11 11 • I> 4 •

11 11 Cl

11 I !Sidewalk

11 11

URBAN AREA

11 I I 11 I I 11 I I 11 I I 11 I I

LJ L..,

RURAL AREA

Roadway

4. ., .

Ill�

WIS--

c:i I -

'<:I'

Cl c:i_, w

I I

.s c:i_, '<:I'

PORTABLE SIGNS

(See Notes 3 and 4)

Sign panel

Traffic

Wood post (fixed)

Holes (See table)

Note: For signs requiring 6" x 6" posts and greater, signs are considered to be non-breakaway if multiple posts are required and the posts cannot be spaced a minimum of 7 feet apart.

BREAKAWAY SUPPORT DETAIL

(FIXED SIGNS 4" X 6" AND GREATER POSTS}

FIXED ROADWAY SIGNS

PMIS NPS

NO. NO.

STATE PROJECT

SHEET

NUMBE

NOTES:

1. Mount signs that are wider than 3 feet or larger than 10 square feet on double posts.

2. All lumber dimensions are nominal .

3. The Contractor may submit alternate details for portable signs. Ensure sign mounts hold the sign face in a vertical plane. Portable signs may be mounted lower than fixed signs when approved by the CO. Ensure all portable sign supports meet the requirements of NCHRP Report 350 for crashworthiness.

4. When parking is permitted within 200 feet of the sign, mount the sign a minimum of 7 feet above the pavement surface.

5. When approved by the CO and the Utility Company, utility poles may be used for sign mounting.

6. For posts 4-inch x 6-inch and greater, see the Breakaway Support Detail. If breakaway design cannot be used due to post spacing, place the sign outside the clearzone or shield with a barrier. Do not place holes in posts of non-breakaway signs.

POST SIZE D

4"x4" 4'

4"x6" 4'

6"x6" 5'

6"x8" 5'

POST SIZE TABLE

MAXIMUM SIGN AREA

HOLE (Sq. Ft.)

DIAMETER

1 Post 2 Post 3 Post 4 Post

None Required 10 20 ><. ><.

1.5" ><. 35 50 70

2" >< 50 75 100

3" >< 85 125 165

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

U.S. CUSTOMARY DETAIL

CONSTRUCTION TRAFFIC

CONTROL SIGN MOUNTING

DETAIL APPROVED FOR USE

APPROVED : MAY 2011

REVISED: JANUARY 2016

DETAIL

E635-01

LENGTH AND SPACING TABLE

APPROACH BUFFER SPACE CHANNELIZING DEVICE

SPEED* LENGTH TAPER BUFFER WORK

AREA SPACE SPACE

MPH FEET SPACING IN FEET

20 115 20 40 40 25 155 20 50 50 30 200 20 60 60 35 250 20 70 70 40 305 20 80 80 45 360 20 90 90 50 425 20 100 100 55 495 20 110 110 60 570 20 120 120 65 645 20 130 130 70 730 20 140 140

* Approach speed based on the regulatory posted speed, not the advisory speed.

Traffic flow ◄ECE---

Traffic flow --��-

C B

Flagger location _fl A

ADVANCE WARNING AREA (See Sign Spacing Table)

W13-1P (optional)

� W16-2P � (optional)

SIGN SPACING TABLE

ROAD TYPE

Urban and Rural 30 MPH and less Urban and Rural 35 MPH to 50 MPH Rural greater than 50 MPH Expressway/ Freeway

TAPER AREA BUFFER SPACE

50' - 100' (optional)

(See Length and Spacing Table)

DISTANCE BETWEEN

SIGNS IN FEET

A B 100 100 350 350 500 500

1000 1500

Device spacing (See Length and Spacing Table)

VARIABLE

WORK SPACE

NOTES:

PMIS NPS

NO. NO.

STATE PROJECT

1. Signs are shown for one direction of travel only. Place devices similar to those depicted for the opposite direction of travel.

2. Final location and spacing of signs and devices may be changed to fit field conditions as approved by the CO.

3. For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at a conspicuous location on the rear of vehicle. Prominently display the name of the contractor on the pilot car.

4. If closure is completely within the project limits, eliminate the "ROAD WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

5. For night time flagging operation, provide floodlighting at flagger stations.

6. For project specific minimum width, refer to the Special Contract Requirements, Section 156.

7. Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

Channelizing devices

BUFFER SPACE

(optional)

TAPER AREA

BUFFER SPACE

(optional)

Flagger location �

A 50' - 100' (optional)

TERMINATION AREA

END

ROAD WORK

G20-2 See Note 4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

SHEET

NUMBE

U.S. CUSTOMARY DETAIL

TEMPORARY TRAFFIC CONTROL

SINGLE LANE CLOSURE LAYOUT

(WITH FLAGGERS)

NO SCALE

STANDARD APPROVED FOR USE 6/2005

REVISED: 9/2014

DETAIL

ET 635-6

0-7

TYPICAL APPLICATION: ONE WAY, TWO LANE ROADWAY, CLOSING ONE LANE

ROAD

WORK

1 MILE

Traffic flow- ---

ROAD

WORK

1 MILE

W20-1 36" X 36"

2600'

RIGHT LANE

CLOSED

MILE W20-5

36" X 36" p

W13-1P 24" X 24"

1600'

(ADVANCE WARNING AREA)

RIGHT LANE

CLOSED

MILE W20-5

36" X 36"

W13-1P 24" X 24"

LENGTH AND SPACING TABLE

APPROACH MINIMUM TAPER LENGTH {FT) CHANNELIZING DEVICE

SPEED LANE WIDTH SPACING {FT)

(MPH) 10 ft. 11 ft. 12 ft. TAPER AREA WORK AREA

25 105 115 125 25 50 30 150 165 180 30 60 35 205 225 245 35 70 40 270 295 320 40 80 45 450 495 540 45 90 50 500 550 600 50 100 55 550 605 660 55 100

* Approach speed based on the regulatory posted speed, not the advisory speed.

36" X 36"

Remove conflicting pavement marking as required (See Note 4)

Temporary 4" solid edge stripe (See Note 4)

Channelizing Devices (See Note 2)

Advance warning--------.m arrow panel

I Ll Device Spacing (See Table)

1000' TAPER LENGTH

100'

(min.) VARIABLE

(See Table) BUFFER

SPACE

(WORK SPACE)

NOTES:

1. Final location and spacing of signs and devices may be changed to fit field conditions as approved by the CO.

2. For operations that require a lane closure for a day or less, drums may be substituted with cones, type A in the work area as approved by the CO.

3. Right lane closure is shown. For left lane closure, substitute W20-5 and W4-2 left lane closure signs.

4. For long-term operations (operations where the lane is continuously closed for more than three days) remove conflicting pavement markings and place edge stripe as shown.

5. Use minimum width shown unless otherwise specified in Section 156 of the Special Contract Requirements.

NO SCALE

PMIS NPS

NO. NO.

STATE PROJECT

SHEET

NUMBE

100'

G20-2 END

36" X 18"

G20-2 36" X 18"

ROAD WORK

500'

END

ROAD WORK

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

U.S. CUSTOMARY DETAIL

CONSTRUCTION TRAFFIC

CONTROL SINGLE LANE

CLOSURE LAYOUT

DETAIL APPROVED FOR USE DETAIL

APPROVED : MAY 2011

REVISED: APRIL 2015 E635-05

File details come from the government source that posted it. Updated Feb 2, 2023.