plan and profile of proposed state highway · profile sheet - ramp e plan sheet - ramp e sta....

TIER 2 PROJECT

AND BRIDGE STANDARDS, 2009 MUTCD, 2011 VIRGINIA SUPPLEMENT TO

THE MUTCD, 2011 VIRGINIA WORK AREA PROTECTION MANUAL AND AS

AMENDED BY CONTRACT PROVISIONS AND THE COMPLETE ELECTRONIC

PDF VERSION OF THE PLAN ASSEMBLY.

DEPARTMENT'S 2020 ROAD AND BRIDGE SPECIFICATIONS, 2016 ROAD

Accu

mark, In

c. (7

03) 635-3

060 (0

2/15/2019)

Ru

mmel, Kle

pper, &

Kahl LLP, (703) 246-0

028

ADT (2020)

ADT (2040)

DHV

V (MPH)

REVISED

STATE LINECOUNTY LINECITY,TOWN OR VILLAGERIGHT OF WAY LINEFENCE LINEUNFENCED PROPERTY LINEFENCED PROPERTY LINEWATER LINESANITARY SEWER LINEGAS LINEELECTRIC UNDERGROUND CABLETRAVELED WAYGUARD RAILRETAINING WALLRAILROADSBASE OR SURVEY LINE

LEVEE OR EMBANKMENTBRIDGESCULVERTSDROP INLETPOWER POLESTELEPHONE OR TELEGRAPH POLESTELEPHONE OR TELEGRAPH LINESHEDGETREESHEAVY WOODSGROUND ELEVATIONGRADE ELEVATION

CONVENTIONAL SIGNS

30

30

+50

DATUM LINE

DATUM LINE

173

175

T/Tg

E

6" W

8" S

4" G

PLPL

DEPARTMENT OF TRANSPORTATION

PLAN AND PROFILE OF PROPOSED

STATE HIGHWAY

Fr:

To:

0' 250' 500'

SCALE

FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA

D (%) (design hour)

T (%) (design hour)

1

WHERE OTHERWISE NOTED.

THE ORIGINAL APPROVED TITLE SHEET(S), INCLUDING ORIGINAL

SIGNATURES, ARE FILED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY.

ANY MISUSE OF ELECTRONIC FILES, INCLUDING SCANNED SIGNATURES,

IS ILLEGAL AND ENFORCED TO THE FULL EXTENT OF THE LAW.

ALL CURVES ARE TO BE SUPERELEVATED, TRANSITIONED AND

WIDENED IN ACCORDANCE WITH STANDARD TC 5.11U, EXCEPT

DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION

AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT.

THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE

FOR SECTION NUMBERS)

(SEE TABULATION BELOW

Chris Barksdale P.E., (703) 259-2

768 (N

OV

A)

Bria

n P. Fletc

her L.S., (703) 259-2

355 (12/04/2018) (N

OV

A)

GEOPAK Computer Identification No. 116394

DESIGN PACKAGE (GEOPAK).

THIS PROJECT WAS DEVELOPED UTILIZING THE DEPARTMENT'S ENGINEERING

6587-000-R896587

6587-000-R89

STATE

PROJECT

NO.

SECTIONEQUALITIES

FEET

LENGTH INCLUDINGFEDERAL AID

PROJECT NO.FEET FEETMILES MILES

LENGTH EXCLUDINGTYPE

PROJECTDESCRIPTIONBRIDGE(S) BRIDGE(S)TYPE

CODE

UPC

NO.

BRIDGE

PROJECT

NO.

Population 207,672 (2010 Census)

Project Lengths are based on Boundary Channel Drive and Long Bridge Drive Baselines.

Cell Revised 6/10/16

STATE LOCATION AND DESIGN ENGINEER

SU

RV

EY

ED

BY,

DA

TE

DE

SIG

N

BY

SU

BS

UR

FA

CE

UTILIT

Y

BY,

DA

TE

CHIEF OF POLICY

STATEFEDERAL AID STATE

PROJECT PROJECTROUTE

VA.

APPROVED FOR RIGHT OF WAY ACQUISITION

RECOMMENDED FOR APPROVAL FOR CONSTRUCTION

APPROVED FOR CONSTRUCTION

APPROVED

PROJECT SHEET NO.

DIVISION ADMINISTRATOR

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

RECOMMENDED FOR APPROVAL

FOR RIGHT OF WAY ACQUISITION

VIRGINIA

SIC SEMPER TYRANNIS

SHEET

NO.

COMMONWEALTH OF VIRGINIA

8/7/2020

Copyright 2020, Commonwealth of Virginia

STATE LOCATION AND DESIGN ENGINEER

FOR INDEX OF SHEETS SEE SHEET 1B

d116394_01.dgn

Plotted By: RK&K - PDP

4:29:59 PM

8/7/2020

1

CHIEF ENGINEER

CHIEF ENGINEER

PR

OJE

CT

MA

NA

GE

R

STATE STRUCTURE AND BRIDGE ENGINEER

CHIEF FINANCIAL OFFICER

CHIEF FINANCIAL OFFICER

INFRASTRUCTURE INVESTMENT DIRECTOR

INFRASTRUCTURE INVESTMENT DIRECTOR

SIGNATURES AND THE OFFICIAL PLAN ASSEMBLY IN ELECTRONIC

AS AWARDED, HAS BEEN SEALED AND SIGNED USING DIGITAL

FORMAT IS STORED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY,

INCLUDING ALL SUBSEQUENT REVISIONS, WILL BE THE OFFICIAL

CONSTRUCTION PLANS. FOR INFORMATION RELATIVE TO ELECTRONIC

FILES AND LAYERED PLANS, SEE THE GENERAL NOTES.

THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN ASSEMBLY

NHPP-5B01(120)

EXCEPTION TO VERTICAL CLEARANCE

LOCATION

13'-8" 14'-5" 14'-6"UNDER I-395

CHANNEL DR.

BOUNDARY

CLEARANCE

EXISTING

CLEARANCE

PROPOSED

VERTICAL CLEARANCE

AASHTO MINIMUM

E

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

10' Metal Fence

6'

Chainlink Constr

uction Fence

6' Chainlink Constr

uction Fence

6' Chainlink Construction Fence

4' Chainlink Fence

D

D

D

D

D

D

D

D

D

D

D

D

Gate

10' Ir

on Fence

10' Ir

on Fence

ACQUISITION OF RIGHT OF WAY.

OF CONSTRUCTION OR THE

TO BE USED FOR ANY TYPE

AND UNAPPROVED AND ARE NOT

THESE PLANS ARE UNFINISHED

6587-000-

R89

C501

P101

R201

PENTAGON ACCESS ROAD

LONG BRIDGE DRIVE

30 MPH

N/A

N/A

N/A

N/A N/A N/A N/A

N/A

N/A

N/A

R.O.W.

CONSTR.

PREL. ENGR.PENG

ROWA

1000

116394

116394

116394

2257.51

2257.51

2257.51

2257.51

0.43

0.43

0.43

0.43

5900

8650

850

6%

64%

By Resolution of Highway Commission

dated LIMITED ACCESS HIGHWAY

TO: LONG BRIDGE DRIVE

FROM: BOUNDARY CHANNEL 0.06 MI. WEST OF PENTAGON ACCESS RD.

I-395 INTERCHANGE IMPROVEMENTS

BOUNDARY CHANNEL DRIVE (ROUTE 6587) &

COUNTY OF ARLINGTON

FHWA-DATA-45104

NHPP-5B01(120)

NHPP-5B01(120)

NHPP-5B01(120)

OnlyFor Information

RFP PLANS

DATE: 8/6/2020

BOUNDARY CHANNEL DRIVE - URBAN MINOR COLLECTOR

3 4

5

6

7

8


SUPRAMP AB

RAMP E

LONG BRIDGE DRIVE

RAMP F1

RAMP F2

ROUTE 6587

BOUNDARY CHANNEL DRIVE

INT

ER

ST

AT

E 395

PROJ. 6587-000-R89, P101, R201, C501

ST

A. 10

0+0

0.0

0

BO

UN

DA

RY C

HA

NN

EL

DRIV

E

ST

A. 504+0

1.78

LO

NG

BRID

GE

DRIV

E

D.C.

TO

WAS

HIN

GT

ON

CIT

Y

TO

CR

YS

TA

L

NATION

AL CEMETERY

TO AR

LINGT

ON

9

PUMP ACCESS ROAD

RA_WEST

RA_EAST

CENTER

AQUATICS

I-395 SB

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE

ROUTE PROJECTSHEET NO.

8/7/2020

d116394_1B.dgn

Plotted By: RK&K - PDP4:30:04 PM

8/7/2020

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

SURVEYED BY, DATE

DESIGN BY

SUBSURFACE UTILITY BY, DATE

PROJECT MANAGER






6587

Chris Barksdale P.E., (703) 259-2768 (NOVA)

Brian P. Fletcher L.S., (703) 259-2355 (12/04/2018) (NOVA)

Rummel, Klepper, & Kahl LLP, (703) 246-0028

Accumark, Inc. (703) 635-3060 (02/15/2019)

P101, R201, C5016587-000-R89,

P101, R201, C5016587-000-R89,

P.H. PLANS

INDEX OF SHEETS

SHEET NO. DESCRIPTION

*- NOT INCLUDED IN THIS PLAN SET 1B

*

1B

ROUTE

CLASSIFICATION

FUNCTIONAL

From:

To:

TC STD.

GEOMETRIC STD.

MIN. DESIGN SPEED

V (MPH)

D (%) (design hour)

T (%) (design hour)

ROUTEROUTE

FUNCTIONAL CLASSIFICATION AND TRAFFIC DATABOUNDARY CHANNEL DRIVE & I-395 INTERCHANGE IMPROVEMENTS -

BOUNDARY CHANNEL DR.

550' WEST OF PENTAGON ACCESS RD.

LONG BRIDGE DRIVE

LONG BRIDGE DR.


AQUATIC CENTER

850

GS-7

PENTAGON ACCESS RD.

850

GS-7

375

3.0%

GS-8

COLLECTORURBAN MINOR

COLLECTORURBAN MAJOR

STREETURBAN LOCAL

30 MPH 25 MPH

ADT (2020)

ADT (2040)

5,900

8,650

5,700 2,000

2,250


PENTAGON POWER PLANT

8,200

DHV (2040)

64.0%64.0%

6% 3%

30 MPH 25 MPH 25 MPH

ROUTE

CLASSIFICATION

FUNCTIONAL

From:

To:

TC STD.

GEOMETRIC STD.

MIN. DESIGN SPEED

V (MPH)

D (%) (design hour)

T (%) (design hour)

ROUTEROUTE

FUNCTIONAL CLASSIFICATION AND TRAFFIC DATABOUNDARY CHANNEL DRIVE & I-395 INTERCHANGE IMPROVEMENTS -

RAMP A (MODIFIED) RAMP B (MODIFIED) RAMP E RAMP F

530

GS-R

280

GS-R

150

GS-R

770

GS-R

RAMPINTERSTATE

RAMPINTERSTATE

RAMPINTERSTATE

RAMPINTERSTATE

30 MPH 20 MPH 20 MPH 25 MPH

ADT (2020)

ADT (2040)

2,600

3,350 2,550

1,600

2,550

3,800

4,100

BOUNDARY CHANNEL DR. LONG BRIDGE DR.BOUNDARY CHANNEL DR.

I-395 SOUTHBOUND

I-395 SOUTHBOUND

BOUNDARY CHANNEL DR. I-395 NORTHBOUND I-395 NORTHBOUND

DHV (2040)

100.0% 100.0%100.0%100.0%

3% 5% 6%

30 MPH 20 MPH 25 MPH20 MPH

9

8A

8

7A

7

6A

6

5A(4)

5A(3)

5A(2)

5A(1)

5A

5

4A(2)

4A(1)

4A

4

3A(1)

3A

3

2A(1)-2A(3)

1C

1B

1A

1

25

60.0%

TC-5.11ULS (emax 4%) TC-5.11ULS (emax 2%) TC-5.11ULS (emax 4%)

TC-5.11R (emax 8%) TC-5.11R (emax 8%) TC-5.11R (emax 8%) TC-5.11R (emax 8%)

3%

1,900


JEFFERSON DAVIS HWY

I-395 SB

8.0%

88,200

93,500

55 MPH

INTERSTATE

7,075

1.0%

GS-INT

60 MPH

TC-5.11 (emax 4%)

- I-395 SBPLAN SHEET

PROFILE SHEET - SUP STA. 16+25 TO STA. 19+34.23

- SUP STA. 16+25 TO STA. 19+34.23PLAN SHEET

PROFILE SHEET - RAMP E

- RAMP E STA. 400+00 TO STA. 402+50PLAN SHEET

PROFILE SHEET - SUP STA. 11+50 TO STA. 16+75

- RAMP AB STA. 102+00 TO STA. 105+49.17PLAN SHEET

PROFILE SHEET - EAST ROUNDABOUT

PROFILE SHEET - RAMP F2

PROFILE SHEET - RAMP F1

PROFILE SHEET - LONG BRIDGE DRIVE

PROFILE SHEET - BOUNDARY CHANNEL DRIVE STA. 114+00 TO STA. 118+55.73

- EAST ROUNDABOUT

- RAMP F2

- RAMP F1

- RAMP E STA. 402+50 TO STA. 402+78.26

- LONG BRIDGE DRIVE

- BOUNDARY CHANNEL DRIVE STA. 114+00 TO STA. 118+55.73PLAN SHEET

- SUP STA. 10+00 TO STA. 11+50.00

PROFILE SHEET - WEST ROUNDABOUT

PROFILE SHEET - RAMPB AB

PROFILE SHEET - BOUNDARY CHANNEL DRIVE STA. 107+00 TO STA. 114+00

- SUP STA. 10+00 TO STA. 11+50

- ROUNDABOUT WEST

- RAMP AB STA. 100+00 TO STA. 102+00

- BOUNDARY CHANNEL DRIVE STA. 107+00 TO STA. 114+00PLAN SHEET

- PUMP ACCESS ROAD

PROFILE SHEET - PENTAGON ACCESS ROAD

PROFILE SHEET - BOUNDARY CHANNEL DRIVE STA. 100+00 TO STA. 107+00

-PUMP ACCESS ROAD

- PENTAGON ACCESS ROAD

- BOUNDARY CHANNEL DRIVE STA. 100+00 TO STA. 107+00PLAN SHEET

TYPICAL SECTIONS

UTILITY INFORMATION

INDEX OF SHEETS

LOCATION MAP

TITLE SHEET

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


8/7/2020

d116394_1C.dgn


8/7/2020

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER






6587




Accumark, Inc. (703) 635-3060 (02/15/2019)

P101, R201, C5016587-000-R89,

P101, R201, C5016587-000-R89,

P.H. PLANS

Utility Field Location Reference Notes:

Underground Telephone Cable

Underground Television Cable

Unknown Utility Line

Underground Fiber Optic

Underground Traffic Control

Gas Line Duct

Underground Power Cable

Underground Power Cable Duct

Underground Traffic Control Duct

Underground Telephone Cable Duct

Underground Television Cable Duct

Water Line Duct

Fiber Optic Cable Television

Underground Fiber Optic Duct

Traffic Control Fiber Optic

Telephone Fiber Optic

Chemical Line (above or below ground)

Vacuum Sewer

Fuel Line (above or below ground)

Water Valve

Water Meter

Water Manhole

Fire Hydrant

Television Pedestal

Television Hand Hole

Telephone Pedestal

Telephone Manhole

Telephone Pole

Fiber Optic Marker

Telephone Hand Hole

Traffic Control Hand Hole

Traffic Control Manhole

Traffic Signal Pole

Electric Manhole

Electric Meter

Electric Hand Hole

Gas Valve

Gas Manhole

Gas Meter

Gas Well

Sanitary Force Main Valve

Sanitary Manhole

Sewer Clean Out

Television Manhole

Electric Pedestal

Electric Guy Wire

Electric Marker Post

Electric Stub

Gas Marker Post

Gas Stub

Electric Luminaire

Unknown Manhole

Telephone Booth

Telephone Guy Pole

Telephone Guy Wire

Telephone Marker Post

Telephone Stub

Television Stub

Water Well

Sanitary Stub

Gas Monitoring Well

Electric Box

Electric Guy Pole

UTILITY LEGEND

S

MW

TB

WM

EB

E

E

G

UK

S

E

TC

TC

T

T

T

TV

TV

TV

W

Gas Line *

Gravity Sewer *

Sanitary Force Main *

Water Line *

Depicted According To Utility Records **

Abandoned According To Utility Records **

** Designate type ( Unknown line is shown )

* Designate size ( Variable from 0. 75" to 54" )

According To Miss Utility Information **

Water Stub

Water Siamese Connection

Water Spigot

Water Marker Post

Unknown Hand Hole

Unknown Clean Out

Water Blow Off

Television Marker Post

Traffic Signal Pole w/Luminaire

Telephone Riser Pole

Traffic Signal Guy Pole

Test Holes (All Utilities)

Sewer Vent Pipe

Sanitary Marker Post

Sanitary Flow Arrow

Gas Test Station

Electric Ground Light

End of Information (All Utilities)

Fiber Optic Hand Hole

Gas Vent

F

G

ST

ST

S

F

U

Telephone Cell Tower

Traffic Camera Pole

Tower Anchor

Electric Power Pole

Electric Power Riser Pole

Electric Light Pole

Water Irrigation Valve

Water Post Inspection Valve

Water Steam Manhole

Water Steam Vent Pipe

Television Satellite Dish

Traffic Control Guy Wire

Traffic Control PedestalTC

Fiber Optic Manhole

Fiber Optic Pedestal

Sanitary Air Release Valve

FO

FO

Utility Notes:

W1 16" x 12" Reducer In Area Per Records.

W2 Fire Hydrant Shown On Records Not Found In Field.

U1 Area Under Construction, Crews Unable To Designate.

U2 Designator Notes Other Conduits Were Found In This Area But Unable To Designate.

(703) 402-1513

Mike Edwards

Springfield, VA

6800 VERSAR Center, Ste. 430

Washington Gas (WGL)

Gas:

(702) 624-4956

Linard Miller

(301) 874-1180

Gary Wigfield

Frederick, MD

4800 Winchester Blvd.

AT&T Corp. (ATT)

(720) 888-4686

Pat Provost

Broomfield, CO

1025 El Dorado Blvd.

Century Link, Inc. / Level 3 Communications (LTC)

(410) 979-0384

Karl Strootman

Herndon, VA

950 Herndon Parkway, Ste. 250

FiberLight, LLC (FBL)

(571) 220-4813

Kris Kobylski

Herndon, VA

13861 Sunrise Valley Drive, Ste. 450

Zayo Communications (ZAY)

(800) 624-9675

Richardson, TX

2400 N. Glenville Drive

Verizon Business (MCI)

(703) 283-4064

Robert C. Jones

Jones Communication (JUC)

(804) 422-4258

Jerry Richardson

Windstream KDL (WXN)

(703) 369-9571

William (Bill) Lacy

Manassass, VA

9401 Peabody Street

Verizon (VZN)

Telecom:

(703) 228-0648

Allison C. Smith

Arlington, VA

2100 Clarendon Blvd., Ste. 813

Department Of Environmental Services

Arlington County (APW)

Water & Sewer:

(202) 388-2222

Stephen J. Park, PE

Washington, DC

3400 Benning Road NE

PEPCO

(804) 771-3655

Andrew J. Brooks

Richmond, VA

701 E. Cary Street

Dominion Virginia Power (DOM)

Electric:

Utility Owners:

Email From VDOT On 11/28/2018.

Mapping. The Base Mapping Files Utilized Are Entitled "s99580.dgn" Received Via

Mapping Provided Have Been Utilized By Accumark, Inc's Internal QA/QC Of The Utility

Any Duplicate Utility Structures Survey Located But Also Found Within The Base

Entitled "BW_PDF0046-01.pdf" Provided By VDOT Via Email On 11/28/2018.

Are Referenced To Traverse Stations / Control Points As Shown In A PDF File

All Horizontal And Vertical Survey Data Contained In Utility Mapping File "su99580.dgn"

W3 Water Lines Not Shown On Records Provided By Utility Owners.

FO1Locate. Records Indicate Possibility Of Being Located Within WMATA Metro Tunnel.

Multiple Fiber Optic Owners Shown Per Records. Designator Unable To Electronically

Centerline.

Centerline Of The Utility. Test Holes Will Be Necessary To Identify The Exact

Surveyed Locations Of Designated Utilities May Not Represent The Exact

Or Right-Of-Way Information.

This Survey Is Not A Current Boundary Survey And Does Not Depict Boundary

Observed Visual Evidence.

Utility Company's Owner, By Written Records, By Verbal Information Or By

The Utility Sizes Shown Herein Are Based On Information Provided By The

Richardson, II, L.S. - Accumark, Inc.

Quality Control / Quality Assurance Review Performed By Frank R.

Features.

According To Utility Records), Parole Information (Verbal) And By Surface

Otherwise Noted Hereon As Quality Levels C Or D, Datur (Location Shown

(Location Depicted Per Electronic Information Obtained) Standards, Or Unless

The Utility Designation Was Performed In Accordance With Quality Level B

January/February 2019 Within The Project Limits Specified By The Client.

Accumark, Inc. Performed An Underground Utility Investigation Effort In

Date of Updated Submittal: 09/10/19 (Add TH 1, TH 1A TH 1B)

Date Of Final Submittal: 02/15/2019

Date Of Preliminary Submittal: N/A

General Notes:

1C

1C

UTILITY INFORMATION

CUT 3:1 MAX.

FILL 3:1 M

AX.

REQ'D.

ST'D. CG-6

2%

2.5'1'

SIDEWALK

4" CONC.

6' 1' 11'1' 11'

CUT 3:1

MAX.

FILL 3:1 MAX.

REQ'D.

ST'D. CG-6

2.5'VARIES 12' TO 16'

MEDIAN

STA. TO STA.

102+14 105+02

CUT 3:1 MAX.

FILL 3:1 M

AX.2%

11'4'1'

SIDEWALK

4" CONC.

6' 1'1'11'

MEDIAN

STA. TO STA.

105+95 108+96

4' TO 15.77'

VARIES

VARIES 11' TO 0'

TURN LANE

2A(1)

2A(1)

CUT 3:1 MAX.

FILL 3:1 M

AX.2%

4'1'

SIDEWALK

4" CONC.

6' 1'1'

MEDIAN

STA. TO STA.

108+96 109+43

REQ'D.

ST'D. CG-2REQ'D.

ST'D. CG-2

TURN LANE

TYPICAL SECTIONS

BL

THRU LANE THRU LANE

THRU LANE THRU LANE

THRU LANE THRU LANE

PGL

PGL

PGL

BL

BL

BL

STA. TO STA.

100+00 102+14

2.5'

TURN LANETHRU LANE

0' TO 11'

VARIES

11'

MEDIAN

PAINTED

REQ'D.

ST'D. CG-6

STA. TO STA.

109+43 111+06

CUT 3:1 MAX.

FILL 3:1 M

AX.2%

1' 1'1'

CUT 3:1

MAX.

FILL 3:1 MAX.

2%

1'

SIDEWALK

4" CONC. MEDIAN

STA. TO STA.

THRU LANE THRU LANE

PGL

BL

VARIES 11' TO 22' VARIES 11' TO 16'

VARIES 13' TO 11'VARIES 11' TO 18'10'

BL

STA. TO STA.

11'

THRU LANE

11'

THRU LANE

1' 10'

CUT 3:1 MAX.

FILL 3:1 M

AX.2%

CUT 3:1

MAX.

FILL 3:1 MAX.

2%

1'

SIDEWALK

4" CONC.

BL

STA. TO STA.

113+66 116+50

-1.2%-2.0%

11'

THRU LANE

11'

THRU LANE

2% 2%

4" CONC. SIDEWALK

STA. TO STA.

117+80 118+55.73

I-3952' 2'

2' 2'

2' 2'

2' 2'

2'22' 2' 17'

REQ'D.

ST'D. MS-2

REQ'D.

ST'D. MS-2

REQ'D.

ST'D. MS-2

REQ'D.

ST'D. UD-2

REQ'D.

ST'D. UD-2

REQ'D.

ST'D. UD-2

REQ'D.

ST'D. UD-2

11'

REQ'D.

ST'D. UD-4REQ'D.

ST'D. UD-4

REQ'D.

ST'D. UD-4REQ'D.

ST'D. UD-4

REQ'D.

ST'D. UD-4

REQ'D.

ST'D. UD-4

REQ'D.

ST'D. UD-4

REQ'D.

ST'D. UD-4

REQ'D.

ST'D. UD-4

REQ'D.

ST'D. UD-4

REQ'D.

ST'D. UD-4

REQ'D.

ST'D. UD-4

REQ'D.

ST'D. UD-4

REQ'D. (See Sheet 3 & 4)

ST'D. MS-1 or MS-2

ST'D C-2 REQ'D

ARLINGTON CO.

ST'D C-2 REQ'D

ARLINGTON CO.

ST'D C-2 REQ'D

ARLINGTON CO.

ST'D C-2 REQ'D

ARLINGTON CO.

ST'D C-2 REQ'D

ARLINGTON CO.

ST'D C-2 REQ'D

ARLINGTON CO.

ST'D C-2 REQ'D

ARLINGTON CO.

ST'D C-2 REQ'D

ARLINGTON CO.

ST'D C-2 REQ'D

ARLINGTON CO.

ST'D C-2 REQ'D

ARLINGTON CO.

CUT 3:1

MAX.

FILL 3:1 MAX.

2%

*

*

6' 1'

SIDEWALK

4" CONC.

8'

8'

TO 4'

9.5'

VARIES

PGL

PGL

ST'D C-3 REQ'D

ARLINGTON CO.

ST'D C-3 REQ'D

ARLINGTON CO.

ST'D C-3 REQ'D

ARLINGTON CO.ST'D C-3 REQ'D

ARLINGTON CO.

ST'D C-3 REQ'D

ARLINGTON CO.

ST'D C-3 REQ'D

ARLINGTON CO.

PATH

SHARED USE

ASPHALT

PATH

SHARED USE

ASPHALT

SHARED USE PATH

ASPHALT

10'

10'

10'

6'

6'

117+29 117+80

111+06 111+58

111+58 117+29

CUT 3:1

MAX.

FILL 3:1 MAX.

*

*

2%

6' 1'

SIDEWALK

4" CONC.

10'

Materials/Geotechnical Engineer

(Location), Virginia

VDOT (Division) or Co. Name

-0.5% TO 4.0%

VARIES

-3.1% TO -2.0%VARIES

4.0% TO 1.6%VARIES


VARIES -1.3% TO -5.9%


VARIES -1.3% TO 0.2%

-2.0% TO -0.5%-1.3% TO -1.4%

VARIES

-1.6% TO -0.3%

0.7% TO -1.1%

VARIES


-1.1% TO -1.2%

VARIES

0' TO 14'

VARIES

VARIES 14' TO 34'

VARIES 0' TO 36'

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


8/7/2020

d116394_02a1.dgn


8/7/2020

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER






Roadway Engineer

Fairfax, Virginia

Rummel, Klepper & Kahl, LLP

6587




Accumark, Inc. (703) 635-3060 (02/15/2019)

P101, R201, C5016587-000-R89,

P101, R201, C5016587-000-R89,

P.H. PLANS

CONSTR.


CONSTR.


CONSTR.


CONSTR.


(SEE WEST ROUNDABOUT)BOUNDARY CHANNEL DR.

CONSTR.


CONSTR.


CONSTR.


(SEE WEST ROUNDABOUT)BOUNDARY CHANNEL DR.

2A(2)

2A(2)

12' 12' 12'

TURN LANE

1'1'

STA. TO STA.

100+82 102+66

8' TO 21.71'

VARIES

STA. TO STA.

100+82 102+55

0.5'1'1'

STA. TO STA.

8' TO 21.71'

VARIES

REQ'D.

ST'D. CG-2

REQ'D.

ST'D. CG-2

STA. TO STA.

REQ'D.

ST'D. CG-2REQ'D.

ST'D. CG-2

TYPICAL SECTIONS

BL

BL

BL

PGL

THRU LANE THRU LANE

PGL

PGL

LANE LANE

LANE LANE

STA. TO STA.

100+25 101+61.85

102+66 103+97.46 102+55 103+97.46

STA. TO STA.

PGL

BL

REQ'D.

ST'D. CG-3

STA. TO STA.

PGL

BL

REQ'D.

ST'D. CG-3

12'

TRUCK APRON

18'

LANE

TRUCK APRON

12'

LANE

(VARIES AT ON AND OFF LANES)

18'

SEE CROSS SECTIONS SEE CROSS SECTIONS


STA. TO STA.

PGL

BL

REQ'D.

ST'D. CG-3

STA. TO STA.

PGL

BL

REQ'D.

ST'D. CG-3

15'

TRUCK APRON

18'

LANE

TRUCK APRON

15'

LANE

(VARIES AT ON AND OFF LANES)

18'



4+48 4+572+24 2+491+00 1+12

2+49 4+481+12 2+24

2%2%

2%2%

3.3%

3.3%

REQ'D.

ST'D. UD-2

REQ'D.

ST'D. UD-2

REQ'D.

ST'D. MS-2

REQ'D.

ST'D. MS-2

REQ'D.

ST'D. UD-4

REQ'D.

ST'D. UD-4

REQ'D.

ST'D. UD-4

REQ'D.

ST'D. UD-4

REQ'D.

ST'D. UD-4

REQ'D.

ST'D. UD-4

REQ'D.

ST'D. UD-4

REQ'D.

ST'D. UD-4

1.5' TO 3'

VARIES

1.5' TO 3'

VARIES

2'

ST'D C-2 REQ'D.

ARLINGTON CO.

4+11 4+762+18 3+811+07 1+93

4+76 4+883+81 4+111+93 2+181+00 1+07

ST'D C-2 REQ'D.

ARLINGTON CO.

ST'D C-2 REQ'D.

ARLINGTON CO.ST'D C-2 REQ'D.

ARLINGTON CO.

ST'D C-2 REQ'D.

ARLINGTON CO.ST'D C-2 REQ'D.

ARLINGTON CO.

2'

2'

2' 2'

2'

EXPANSION JOINT

EXPANSION JOINT

EXPANSION JOINT

EXPANSION JOINT

VARIES 11' TO 16' VARIES 16' TO 18'

VARIES 17.5' TO 22.3' VARIES 20' TO 23.7'

ST'D C-3 REQ'D.

ARLINGTON CO.

ST'D C-3 REQ'D.

ARLINGTON CO.

ST'D C-3 REQ'D.

ARLINGTON CO.

ST'D C-3 REQ'D.

ARLINGTON CO.

ST'D C-3 REQ'D.

ARLINGTON CO.

ST'D C-3 REQ'D.

ARLINGTON CO.

ST'D C-3 REQ'D.

ARLINGTON CO.

ST'D C-3 REQ'D.

ARLINGTON CO.

2%

2%





0.5% TO -2.0%

VARIES


-2.3% TO -2.0%

VARIES


-2.0% TO -1.9%

VARIES

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


8/7/2020

d116394_02a2.dgn


8/7/2020

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER






Roadway Engineer

Fairfax, Virginia


6587




Accumark, Inc. (703) 635-3060 (02/15/2019)

P101, R201, C5016587-000-R89,

P101, R201, C5016587-000-R89,

P.H. PLANS

CONSTR.

CONSTR.

RAMP AB

CONSTR.

RAMP AB


CONSTR.

WEST ROUNDABOUT

CONSTR.

WEST ROUNDABOUT

CONSTR.

EAST ROUNDABOUT

CONSTR.

EAST ROUNDABOUT

2A(3)

2A(3)

TYPICAL SECTIONS

BL

PGL REQ'D.

ST'D. CG-2REQ'D.

ST'D. CG-2

STA. TO STA.

400+00 401+80

21'

BL

PGL

STA. TO STA.

401+80 402+76.60

VARIES 17' TO 14'

BL

PGL

STA. TO STA.

20'

LANE

LANE

LANE

600+64 601+65

CUT 3:1

MAX.

FILL 3:1 MAX.

2%

1'

SIDEWALK

4" CONC.

6' 6'

BL

PGL

STA. TO STA.

16'

LANE

700+00 701+00

BL

PGL

STA. TO STA.

LANE

CUT 3:1 MAX.

FILL 3:1 M

AX.

CUT

3:1 MAX.

FILL 3:1 MAX.

701+00 704+05.38

VARIES 12' TO 0' 8' PAVED

SHOULDER

GRADED SHOULDER

VARIES 2' TO 5'

LANE

14'

SHOULDER

5' GRADED

SHOULDER

4' PAVED

BL

PGL

STA. TO STA.

CUT 3:1 MAX.

FILL 3:1 M

AX.2%

1'1'

MEDIAN

4' TO 41'

VARIESVARIES 15' TO 11'1' 8' MIN.

2%CUT

3:1 MAX.

FILL 3:1 MAX.

1'

SIDEWALK

4" CONC.

6'11' VARIES 12' TO 0'

TURN LANETHRU LANETHRU LANEBIKE LANE

6' TO 0'

VARIES

0.5'

BL

PGLCUT 3:1 MAX.

FILL 3:1 M

AX.2%

1' 8' MIN.

THRU LANEBIKE LANE0.5'

STA. TO STA.

6' 11'

TURN LANE

11'

THRU LANE

11'

BIKE LANE

6'

0.5'

502+25 503+50

500+75 502+25

STA. TO STA.

BIKE LANE

6'

0.5'

LB

MATCH EXISTING

2%FILL 3:1 MAX.

1'

SIDEWALK

4" CONC.

6'

CUT 3:1

MAX.

10'

2'

2'

2'

2'

PGL

VARIES 0' TO 11'

TRUCK APRON

VARIES

TO 4.5'

2.75'

LB

STA. TO STA.

PGL

10+00 19+34.23

FILL 3:1 M

AX.

CUT 3:1 MAX.

CUT 3:1

MAX.

FILL 3:1 MAX.

6:1 6:1

2' 2'

REQ'D.

ST'D. MS-2

REQ'D.

ST'D. UD-2

0.5' 0.5'

REQ'D.

ST'D. UD-4

REQ'D.

ST'D. UD-4

REQ'D.

ST'D. UD-4

REQ'D.

ST'D. UD-4

REQ'D.

ST'D. UD-4

REQ'D.

ST'D. UD-4

REQ'D.

ST'D. UD-4

REQ'D.

ST'D. UD-4

REQ'D.

ST'D. UD-4

REQ'D.

ST'D. UD-4

ST'D C-2 REQ'D

ARLINGTON CO.

ST'D C-2 REQ'D

ARLINGTON CO.

ST'D C-2 REQ'D

ARLINGTON CO.

ST'D C-2 REQ'D

ARLINGTON CO.

ST'D C-2 REQ'D

ARLINGTON CO.

2' TO 1.5'

VARIES

ST'D C-2 REQ'D

ARLINGTON CO.

ST'D C-2 REQ'D

ARLINGTON CO.

2'

ST'D C-2 REQ'D

ARLINGTON CO.

ST'D C-2 REQ'D

ARLINGTON CO.

ST'D C-2 REQ'D

ARLINGTON CO.

ST'D C-2 REQ'D

ARLINGTON CO.

2'

2'

503+50 504+01.75

ST'D C-3 REQ'D

ARLINGTON CO.

LB

STA. TO STA.

PGL

FILL 3:1 M

AX.

CUT

3:1 MAX.

-2% TO EXIST.

VARIES

6:1

2'.5 2.5'

10+43.44 10+61.36

10+61.36 10+74.12

CUT

3:1 MAX.

2'

STA. TO STA.

ST'D C-3 REQ'D.

ARLINGTON CO.

ST'D C-3 REQ'D.

ARLINGTON CO.

PATH

SHARED USE

ASPHALT

PATH

SHARED USE

ASPHALT

PATH

SHARED USE

ASPHALT

10'

10'

10'

10'




MATCH EXISTING

VARIES 20' TO 14'

-2%

-2%

-2%

-2%

-2%

2% TO 1%

VARIES

-2% TO 2%

VARIES-0.5% TO -2%

VARIES

2% TO -1%

VARIES

-2% TO 7%

VARIES

-2% TO 7%

VARIES

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


8/7/2020

d116394_02a3.dgn


8/7/2020

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER






Roadway Engineer

Fairfax, Virginia


6587




Accumark, Inc. (703) 635-3060 (02/15/2019)

P101, R201, C5016587-000-R89,

P101, R201, C5016587-000-R89,

P.H. PLANS

CONSTR.

RAMP E

CONSTR.

RAMP E

CONSTR.

RAMP F2

CONSTR.

RAMP F1

CONSTR.

RAMP F1

CONSTR.

LONG BRIDGE DRIVE

CONSTR.

LONG BRIDGE DRIVE

CONSTR.

LONG BRIDGE DRIVE

CONSTR.

SUPCONSTR.

PUMP ACCESS ROAD

0

SCALE

25' 50'

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


8/7/2020

d116394_03.dgn


8/7/2020

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER

Roadway Engineer

Fairfax, Virginia


6587




Accumark, Inc. (703) 635-3060 (02/15/2019)

P101, R201, C5016587-000-R89,

P101, R201, C5016587-000-R89,

D

D

D

D

D

0.5' Conc. Cu

rb

0.5' Conc. Curb

Concrete Island

2.5' Conc. C&G

Edge of Pavement

2.5' Conc. C&G

Conc. Sid

ewalk

WCR

Metal Sign

2.5' Conc. C&G

Metal G

uardrail

2.5' Conc. C

&G

2.5' Conc. C

&G

2.5' Con

c. C

&G

Driveway

Concrete

0.5' Con

c. Curb

2.5' Co

nc. C&G

Conc. Sidewalk

Sig

n

Metal

Sig

n

Metal

Sig

nMetal

Sig

nMetal

Sig

nWood

069

068

067

075

076

080

079

078

Sig

nMetal

Edge of P

aveme

nt

Wood Po

sts

Wood Po

sts

Str

uctu

e Connection Found

Pip

e Direction

No

Structue Connection Found

Pipe D

irection No

Pipe D

irection

6" Tree6

" Tree

6" Tree

6" Tree

6" Tree

Woode

n Sign

8" Mag

nolia

8" Pin Oak

Metal Sign

Metal Sign

Metal Sign

Metal Sign

Metal Sig

n

D

D

Metal Sig

n

Metal Sig

n

Metal Sign

Metal Sign

Metal Sign

Metal Sign

Metal Grate

Bus

Shelter

2.5' Conc.

Curb

Conc. Sidew

alk

In Pl. 12" Concrete Pipe

INV. I

N= 19.3

5IN

V. O

UT= 18.77

Conc. Sidewalk2.5' Conc. Curb

2.5' Con

c. C

urb

Conc. Sidew

alk

Conc. Sidew

alk

Jersey

Barrier

Gate

Woode

n Sign

Con

c. Sidew

alk

Ramp

StairsTunnel

Pedestrian OverpassPedestrian Overpass

Overpass

Pedestrian

TOP = 20.3

0'

In Pl. Conc. DI

6" Tree

6" Tree

6" Tree

2" Tree

6" Tree

2" Tree

3" Tree

2" Tree

2" Tree

3" Tree

2" Tree

6" Tree

2" Tree

6" Tree

BMP Structure

(2)

Metal Sig

ns

Metal Sign

Metal Sign

Metal Sign

Sidewalk

Conc.

Conc. Ret. W

all

Conc. R

et. Wall

Conc. Ret. Wall

10' Iron Fence

Grate

Metal

8" Tree

Sig

n

Metal6" Tree

Metal Sign

TOP = 22.51'

In Pl. SS

MH

2.5' Con

c. C

urb

Con

nector

Rd

Rte. 110 NBL

N13°47'5

5"E 118.66'

39.28'

N75°2

7'5

0"E

N61°41'0

8"W 72.3

6'

S61°41'0

8"E 72.3

6'

S65°58'15"

E 117.

52'

S57°34'58"

E 130.93'

S44°58'51"E 130.80'

S35°35'11"E 105.92'

C23

Mon. F

nd.

DB 2004

Pg

607

Perpetual Easem

ent

U.S.C.G.S. Datum

Elev. -4

2' to

+42'

DB 1946 P

g 1822

Per

manent Easem

ent

U.S.C.G.S. Datum

Elev. -4

2' to

+18'

DB 1946 P

g 1822

Per

manent Easem

ent

U.S.C.G.S. Datum

Elev. -4

2' to

+42'

DB 1946 P

g 1822

Per

manent Easem

ent

See N

ote 1

UEPUE = 10.0'

See N

ote 1

UEPUE = 16.5'

See Note 1

Perman

ent Sur

face E

asement

(39. 2

8')

(S75°2

7'5

0"W)

Approx. Loc. Limite

d Access per VDOT Plan

0095-000-101, C5

04

Approx. Loc. Limited Access per VDOT Plan 0095-000-101, C

504

72" Intake

S

S

F

(Unk. O

wner)

(Unk. Owner)

E

E

FO

FO

(JUC)

(JUC)

Possible

WM

ATA Va

ults

FO

(JUC)

(JUC)

E

E

#184 0

18 0

0087

5

#184 019 000876

F

#RT 05

.....

E

E

T

E

E

S

F

Elec. B

ox

RIM = 13.57'

In Pl. S

MH

72" Intake

S

S

F

(Unk. O

wner)

(Unk. Owner)

E

E

FO

FO

(JUC)

(JUC)

Possible

WM

ATA Va

ults

FO

(JUC)

(JUC)

E

E

#184 0

18 0

0087

5

#184 019 000876

per VDOT project 0095-000-101

Limited Access Line


Limited Access Line


Limited Access Line

F

F

F C

CF

CF

C

C

F

F

CF

C

F

FC

C

C

CF

FC

CF

3

3

REFERENCES

( PROFILES, DETAIL & DRAINAGE

DESCRIPTION SHEETS, ETC. )

ProfileBoundary Channel Drive

3A(1)ProfilePentagon Access Road

3A

92.028 AC.

RPC #34-017-001

RPC #34-017

-001DB 2

726, PG 116

7

2.450 AC.

3A(1)Pump Access Profile

DENOTES TEMPORARY EASEMENT

DENOTES PERMANENT EASEMENT

DENOTES CONSTRUCTION LIMITS IN FILLS

C

F

DENOTES EXISTING RIGHT-OF-WAY

DENOTES CONCRETE SIDEWALK

DENOTES SHARED USE PATH

DENOTES DEMOLITION OF PAVEMENT

DENOTES PROPOSED FULL DEPTH PAVEMENT

DENOTES MILL & OVERLAY PAVEMENT

DENOTES CONSTRUCTION LIMITS IN CUTS

PLAN LEGEND

P.H. PLANS






10+7

3.8

9

= 85°38'29" (RT)

STA 10+00.00 Pump Access B

STA 101+85.45 Boundary Channel Drive B =

UNITED STATES OF AMERICA

UNITED STATES OF

AMERICA

PC100+94.

20

101

PT101+61.8

5

102

POT

102+35.24

POT10

0+0

0.0

0

100

101

PC10

1+25.9

6

103

PC

C10

3+4

9.0

5

104

PT10

4+9

4.15

105

106

PC10

6+0

6.3

7

107

Curve CHANNEL_3

PI = 102+38.61

T = 112.65'

L = 223.09'

R = 650.00'

101+25.96PC =

PCC =103+49.05

Curve CHANNEL_4

PI = 104+21.75

T = 72.70'

L = 145.10'

R = 911.00'

103+49.05PCC =

PT = 104+94.15

Curve CONN_RD_3

PI = 101+28.45

T = 34.26'

L = 67.66'

R = 175.00'

100+94.20PC =

PT = 101+61.85

Curve CHANNEL_7

PI = 107+40.70

T = 134.32'

L = 264.41'

R = 609.00'

106+06.37PC =

PRC =108+70.79

107

Curve PUMP_ACCESS_3PI = 10+64.55

T = 21.12'

L = 38.00'

R = 35.00'

10+43.44PC =

PT = 10+81.44

Curve PUMP_ACCESS_6PI = 11+58.14

T = 50.94'

L = 101.36'

R = 410.00'

11+07.20PC =

PT = 12+08.56

PC10+43.44

PT10+81.44

11P

C11+0

7.2

0 12P

T12

+08.5

6 POT12

+70.5

9

00" E

Boundary Channel Drive

Penta

gon Access Road

Matc

hlin

e S

TA. 10

7+0

0.0

0 See Sheet 0

4

25'

12'

19.5'

20'

13.5'

24.5'

Sidewalk

Connect to Exist.

MS-1, Req'd.

VDOT St'd.

CG-2, Req'd.

VDOT St'd.

Grass Median

6' Concrete Sidewalk

CG-2, Req'd.

VDOT St'd.

Exist. R/W

Easement

Exist. Perpetual

Easement

Exist. Perpetual

Rd. B

Pentagon Access

L

8'R

6'R

LBoundary Channel B

Easement

Exist. Perpetual

WMATA Easement

Exist. Permanent

WMATA Easement

Exist. Permanent

LBoundary Channel Drive B

STA. 100+00.00

Begin Project 6587-000-R89, P101, R201, C501

Begin Constuction

LPump Access B

M2 Req'd.

VDOT St'd.

TaperTurn Lane 140'

Exist. Property line

Sawcut

Full Depth

St'd C-2 Req'd

Arlington Co.

St'd C-2 Req'd

Arlington Co.

CG-6, Req'd.

VDOT St'd.

25'R

CG-6, Req'd.

VDOT St'd.

2'R

20.6'

St'd C-3 Req'd

Arlington Co.

Easement

Temp. Costruciton

Easement

Temp. Costruciton

Easement

Temp. Costruciton

Easement

Temp. Construction

Easement

Temp. Costruciton

Easement

Temp. Costruciton

45'R 45'R

B

L

LA

L

L = 94°58'47" (RT)

POT Sta. 100+00 Pentagon Access Road B

POT Sta. 105+38.45 Boundary Channel Drive B =B

A

St'd C-2 Req'd

Arlington Co.

Req'd

St'd C-2

Arlington Co.


C-2 Req'd

Modified Arlington Co.

Sidewalk

10' Conc.

ADA Curb Ramp

ADA Curb Ramp

VA.

8/7/2020

d116394_03a.dgn


8/7/2020

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

SURVEYED BY, DATE

DESIGN BY



PROJECT MANAGER

5'

0'

0' 25'

Roadway Engineer

Fairfax, Virginia


6587

P101, R201, C5016587-000-R89,

P101, R201, C5016587-000-R89,



Accumark, Inc. (703) 635-3060 (02/15/2019)







P.H. PLANS

16.8

1

+0.58%

STA = 107+24.00

EL = 20.49

L = 150.00

K = 69

ex = -0.41'

SSD = 570'

V = 30 MPH

101+00.00 102+00.00 103+00.00 104+00.00 105+00.00 106+00.00 107+00.00

0_ 16.4

1

16.5

6

16.7

2

16.8

7

17.0

4

17.16

17.2

3

17.3

9

17.7

9

18.0

3

18.3

1

18.2

0

18.18

18.12

18.2

6

18.2

5

18.3

9

18.6

5

18.8

2

18.4

0

18.5

4

18.8

1

19.13

19.4

6

19.6

7

19.7

0

19.8

1

19.8

6

101+00.00 102+00.00 103+00.00 104+00.00 105+00.00 106+00.00 107+00.00

0_ 16.8

7

17.0

1

17.16

17.3

0

17.4

5

17.5

9

17.7

4

17.8

8

18.0

3

18.17

18.3

2

18.4

6

18.6

1

18.7

5

18.9

0

19.0

4

19.19

19.3

3

19.4

8

19.6

3

19.7

7

19.9

2

20.0

6

20.16

20.16

3A

Matc

hline S

TA. 107+0

0.0

0 See Sheet 4

A

3A

Proposed Grade

BE

GIN

WO

RK

BO

UN

DA

RY C

HA

NN

EL

DR.

BOUNDARY CHANNEL DR. PROFILE

ST

A =

100+0

0.0

0

EL =

16.8

1

Existing Ground

40_

5_

10_

15_

5_

10_

15_

35_

30_

25_

20_

BOUNDARY CHANNEL DR. CONSTR. B STA. 100+00.00

BEGIN PROJ.: 6587-000-R89

L

L

L

ST

A =

100+0

0.0

0

PE

NT

AG

ON

AC

CE

SS

CO

NS

TR.

B

ST

A =

105+3

8.4

5

BO

UN

DA

RY C

HA

NN

EL

DR. C

ONS

TR.

B

40_

35_

30_

25_

20_

15_

10_

5_

LL

ST

A =

10+0

0.0

0

PU

MP

ST

ATIO

N

AC

CE

SS

CO

NS

TR.

B

ST

A =

101+85.4

5

BO

UN

DA

RY C

HA

NN

EL

DR. C

ONS

TR.

B

VA.

8/7/2020

d116394_03a(1).dgn


8/7/2020

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

SURVEYED BY, DATE

DESIGN BY



PROJECT MANAGER

5'

0'

0' 25'

Roadway Engineer

Fairfax, Virginia


6587

P101, R201, C5016587-000-R89,

P101, R201, C5016587-000-R89,



Accumark, Inc. (703) 635-3060 (02/15/2019)







P.H. PLANS

5_

10_

15_

20_

25_

V = 30 MPH

19.2

4

STA = 100+56.74

EL = 19.07

-0.61%

+1.90%

L = 50.00

K = 20

ex = 0.16'

21.07

100+00.00 101+00.00

18.6

7

19.5

3

19.8

8

19.9

7

20.11

20.4

0

20.8

2

21.33

101+00.00

19.19

19.4

3

19.8

9

20.3

7

20.8

4

10+00.00

0_

10+00.00

0_ 17.3

0

16.5

5

16.9

8

17.7

5

5_

10_

15_

20_

STA = 10+41.99

EL = 16.45

-3.10%

-12.17%

L = 11.34

K = 1

ex = -0.13'

SSD = 125'

12.6

4

5_

10_

15_

20_ V = 10 MPH

3A(1)

3A(1)

Existing Ground

Proposed Grade

20_

25_

10_

15_

5_

L

L

20_

15_

10_

5_

25_ 25_

PENTAGON ACCESS ROAD PROFILE PUMP ACCESS PROFILE

EL =

17.7

5

ST

A =

101+85.4

5

BO

UN

DA

RY C

HA

NN

EL

DR. C

ONS

TR.

B

ST

A =

10+0

0.0

0 =

BE

GIN P

UM

P

AC

CE

SS

CO

NS

TR.

B L

L

Proposed Grade

Existing Ground

20_

15_

10_

5_

EL =

21.07

EN

D

PE

NT

AG

ON

AC

CE

SS

ST

A =

101+61.85

ST

A =

105+3

8.4

5

BO

UN

DA

RY C

HA

NN

EL

DR. C

ONS

TR.

B

ST

A =

100+0

0.0

0 =

BE

GIN P

EN

TA

GO

N

AC

CE

SS

CO

NS

TR.

B

0

SCALE

25' 50'

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


8/7/2020

d116394_04.dgn


8/7/2020

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER






Roadway Engineer

Fairfax, Virginia


6587




Accumark, Inc. (703) 635-3060 (02/15/2019)

P101, R201, C5016587-000-R89,

P101, R201, C5016587-000-R89,

P.H. PLANS

D

D

D

D

D

D

D

D

D

D

D

D

D

D

Wood Sig

n

0.5' C

onc. Curb

2.5' Conc. C&G

Metal G

uardrail

VentSub

way

Metal Guardrail

Conc. Sidewalk0.5' Conc. Curb

0.5' Conc. Curb0.5' Conc. Curb

Concrete Island

Concrete Island

0.5' Conc. Curb0.5' Conc. Curb

0.5' C

onc. Curb

Metal Guardrail

0.5' C

onc. Curb

0.5'

Conc.

Curb

0.5' Conc. Curb

Concrete and Sto

ne Abutm

ent

Sig

n

Wood

SignMetal

SignWood

0.5' Conc. Curb (CG-7)

0.5' Conc.

Curb (C

G-7)

SignMetal

056

023

024

025

052

057

058

059060

062

063

064

065

066

071

072

073074

Staging

Area for Roa

d Const

ruction

Structue Connection Found

Pipe Direction No

N33°57'0

9"W 98.04'

N13

°47'5

5"E 118.6

6'

39.28'

N75°27'50"

E

N40°2

5'4

8"E 12

3.00'

N49°34'12"W 77.53'

25.4

7'

N13

°47'5

5"E

C5

C6

Existing R

W Per D

B 1641 P

G 366

Existin

g RW

Per

DB 1641 P

G 36

6

Mon. Fnd.

Mon. Fnd.

Mon. Fnd.

U.S.C.G.S

. Datum

Elev. -42' to

+42'DB 19

46 Pg

1822Perm

anent Ea

sement

U.S.C.G.S

. Datum

Elev. -22' to

+10'DB 19

46 Pg

1822Perm

anent Ea

sement

U.S.C.G.S

. Datum

Elev. -22' to

+10'DB 19

46 Pg

1822Perm

anent Ea

sement

See Note 1

Permanen

t Surfac

e Easem

ent

Ex. R/W

per

DB 27

26, P

G 116

7

(R=49

7. 10')

(A=162. 2

8')

(39. 28')

(S75°27'5

0"W)

Approx. Loc. Limited Access per VDOT Plan 0095-000-101, C504

72" Int

ake

96" Inta

ke

TT

FO

E

E

E

(DO

D)

(JUC)

MW

E

E

E

E#184 029 000879

#000889

#000878

#184 027 001197

#184 0

22 001167

#184 021 001166

#184 017 00

0874

F

(VD

OT)

(VD

OT)

F

E

EE

W3

Possible

WMATA Vault

s

WM

(DO

D)

72" Int

ake

96" Inta

ke

TT

FO

E

E

E

(DO

D)

(JUC)

MW

E

E

E

E#184 029 000879

#000889

#000878

#184 027 001197

#184 0

22 001167

#184 021 001166

#184 017 00

0874

F

(VD

OT)

(VD

OT)

F

E

EE

W3

Possible

WMATA Vault

s

WM

(DO

D)

TH #1A

TH #1B

TH #1


Limited Access Line

0095-000-101

per VDOT project

Limited Access Line

FC

CF

FC

F C

FC

CF

FC FCCF

CF

4

4

REFERENCES



4A(1)

4A(2)

Ramp AB Profile


West Roundabout Profile

4A

4A(2)SUP Profile

RPC #3

4-017-00

1

0.230 A

C.

DB 27

26, P

G 116

7

RPC #34-017-001

92.028 AC.

0095-000-101

per VDOT project

Limited Access Line


PLAN LEGEND

Curve RA_WEST_1

RPC #34-017-001

92.028 AC.

UNITED

STATES

OF AMERI

CA



PC100+87.76

101

PT101+43.25

102

1

2

3

4

107

108

PR

C10

8+7

0.7

9

109

PT10

9+3

6.7

6

110

111

PC111+29.3

0

PR

C111+86.0

2

112

113

PT113

+59.6

0

114

Curve CHANNEL_7

PI = 107+40.70

T = 134.32'

L = 264.41'

R = 609.00'

106+06.37PC =

PRC =108+70.79

Curve CHANNEL_8

PI = 109+03.91

T = 33.12'

L = 65.97'

R = 300.00'

108+70.79PRC =

PT = 109+36.76

Curve CHANNEL_12

PI = 112+73.37

T = 87.34'

L = 173.58'

R = 630.00'

111+86.02PRC =

PT = 113+59.60PRC =

PC =

111+86.02

111+29.30

R = 150.00'

L = 56.72'

T = 28.70'

PI = 111+58.00

Curve CHANNEL_11

Curve RA_WEST_3

PI = 3+64.16

T = 69.38'

L = 104.35'

R = 62.00'

2+94.78PCC =

PCC =3+99.13

2+04.35PCC =

PC = 1+00.00

R = 62.00'

L = 104.35'

T = 69.38'

PI = 1+69.38

Curve RA_WEST_1

2+94.78PCC =

PCC =2+04.35

R = 62.00'

L = 90.43'

T = 55.40'

PI = 2+59.75

Curve RA_WEST_2

PT = 4+89.56

3+99.13PCC =

R = 62.00'

L = 90.43'

T = 55.40'

PI = 4+54.53

Curve RA_WEST_4

101+43.25

PC = 100+87.76

PT =

L = 55.49'

R = 200.00'

T = 27.92'

PI = 101+15.69

Curve RAMP_AB_3

107

114

102

PI = 10+77.91

T = 74.34'

L = 107.01'

R = 60.00'

10+03.57

PT = 11+10.58

10

PC10

+03.5

7

11

PT11+10.58

POT10

+00.00

PC =

Curve SUP_3

Boundary Channel Drive

Matc

hline S

TA. 107+0

0.0

0 See Sheet 03

Boundary Channe

l Drive

Matc

hlin

e S

TA. 114

+00.0

0 See Sheet 0

5See S

heet 06

Matchline S

TA. 11+50.00

See Sheet 06

Matchline STA. 102+00.00

UNITED STATES OF AMERICADB 2726, PG 1167

2.450 AC.

RPC #34-017-001

BRamp AB L

RA West BL

Boundary Channel BL

Boundary Channel BL

Grass Median

SUP BL

Exist. R/W

Exist. R/W


On Ra

mp

I-395 S

B

Off Ra

mp

I-395 S

B

BRamp AB L

19'

Median

Concrete

Median

Concrete

10' Shared Use Path

Easement

Exist. Permanent

Easement

Exist. Permanent

Median

Concrete

10' Shared Use Path


CG-3 Req'd

Modified VDOT

12'

12'

18'62'R

50'R12'

Island

Grass Center

13.5'

13.5'




C

F







RI1 Req'd.

VDOT St'd.

RI1 Req'd.

VDOT ST'd.

RI1 Req'd.

VDOT ST'd.

Matchline See Sheet 09

S

B

I-395

St'd C-2 Req'd

Arlington Co.

St'd C-2 Req'd

Arlington Co.

St'd C-2 Req'd

Arlington Co.

St'd C-2 Req'd

Arlington Co.

St'd C-2 Req'd

Arlington Co.

81.5'R

204'R

R 82.2'

R 82.2'

82.4'R

14'

81.5'R

48'R

89'R

See S

heet 0

9

Matchline

St'd C-3 Req'd

Arlington Co.

102'R

St'd C-3 Req'd

Arlington Co.

St'd C-3 Req'd

Arlington Co.

St'd C-3 Req'd

Arlington Co.

St'd C-3 Req'd

Arlington Co.

St'd C-3 Req'd

Arlington Co.

St'd C-3 Req'd

Arlington Co.

Easement

Temp. Costruciton


D

C

B

A

L

L = 90°00'00" (LT)

POT Sta. 1+00.00 RA_West B

POT Sta. 100+62.00 Ramp AB BC

L

L = 96°25'59" (LT)

POT Sta. 100+00 Ramp AB B


AL

L = 90°00'00" (LT)


POT Sta. 109+62.80 Boundary Channel Drive B =

DL

L = 90°00'00" (LT)




ADA Curb Ramp

Co. C-2 Req'd

Modified Arlington

118'R

ADA Curb Ramp

Curb Ramp

ADA

Curb Ramp

ADA

Curb Ramp

ADA

Curb Ramp

ADA

Truck Apron

Truck Apron

VA.

8/7/2020

d116394_04a.dgn


8/7/2020

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

SURVEYED BY, DATE

DESIGN BY



PROJECT MANAGER

5'

0'

0' 25'

Roadway Engineer

Fairfax, Virginia


6587

P101, R201, C5016587-000-R89,

P101, R201, C5016587-000-R89,



Accumark, Inc. (703) 635-3060 (02/15/2019)







P.H. PLANS

STA = 107+24.00

EL = 20.49

-1.60%

L = 150.00

K = 69

ex = -0.41'

SSD = 570'

STA = 108+94.00

EL = 17.77

L = 100.00

K = 28

ex = 0.45'

STA = 109+84.00

EL = 19.57

+2.00%

-2.00%

L = 0.01

K = 0

ex = -0.00'

SSD = 270'

STA = 112+84.00

EL = 13.57

+0.44%

L = 100.00

K = 41

ex = 0.31'

V = 30 MPH

V = 30 MPH

V = 30 MPH

V = 30 MPH

+0.58%

107+00.00 108+00.00 109+00.00 110+00.00 111+00.00 112+00.00 113+00.00 114+00.00

19.8

6

19.8

0

19.5

9

19.3

4

19.0

5

18.7

7

18.4

1

17.9

9

17.6

2

17.3

1

17.0

0

16.5

5

16.2

2

15.8

4

15.4

6

15.12

14.7

4

14.4

3

14.7

4

14.0

9

13.9

1

13.7

7

13.7

0

13.6

8

13.7

0

13.7

4

14.3

1

35.0

6

35.7

4

107+00.00 108+00.00 109+00.00 110+00.00 111+00.00 112+00.00 113+00.00 114+00.00

20.16

20.0

8

19.9

0

19.6

3

19.2

7

18.8

7

18.4

8

18.2

5

18.2

4

18.4

5

18.8

9

19.3

9

19.2

5

18.7

5

18.2

5

17.7

5

17.2

5

16.7

5

16.2

5

15.7

5

15.2

5

14.7

5

14.2

8

13.9

6

13.7

8

13.7

6

13.8

6

13.9

7

14.0

8

Matc

hline S

TA. 107+0

0.0

0 See Sheet 3

A

Matc

hline S

TA. 114

+00.0

0 See Sheet 5

A

4A

4A


Existing Ground

Proposed Grade

5_

10_

15_

20_

25_

30_

35_

40_

5_

10_

15_

20_

25_

5_

10_

15_

20_

25_

30_

35_

40_

5_

10_

15_

20_

25_

L

L

ST

A =

2+0

4.3

5

WE

ST

RO

UN

DA

BO

UT

CO

NS

TR.

B

ST

A =

109+6

2.8

0

BO

UN

DA

RY C

HA

NN

EL

DR. C

ONS

TR.

B

L

L

L

L

ST

A =

3+9

9.13

WE

ST

RO

UN

DA

BO

UT

CO

NS

TR.

B

ST

A =

110+8

6.8

0

BO

UN

DA

RY C

HA

NN

EL

DR. C

ONS

TR.

B

ST

A =

100+0

0.0

0

RA

MP

AB

CO

NS

TR.

B

ST

A =

110+2

4.8

0

BO

UN

DA

RY C

HA

NN

EL

DR. C

ONS

TR.

B

I-395 Overpass

at edge of S

UP

Vert. Clearance

12'-6"

Min.

at edge of Road

way

14.5'

Min. V

ert. Clearance

VA.

8/7/2020

d116394_04a(1).dgn


8/7/2020

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

SURVEYED BY, DATE

DESIGN BY



PROJECT MANAGER

5'

0'

0' 25'

Roadway Engineer

Fairfax, Virginia


6587

P101, R201, C5016587-000-R89,

P101, R201, C5016587-000-R89,



Accumark, Inc. (703) 635-3060 (02/15/2019)







P.H. PLANS

18.7

5

STA = 102+00.00

EL = 14.75

-2.00%

+3.97%

L = 250.00

K = 42

ex = 1.87'

22.7

0

5_

10_

15_

20_

25_

30_

V = 30 MPH

18.7

5

18.2

5

17.7

5

17.2

5

16.8

3

16.5

5

16.4

3

16.4

5

16.6

2

16.9

4

17.4

1

18.0

3

18.8

0

19.7

2

20.7

1

21.71

22.7

0

4A(1)

4A(1)

Proposed Grade

Existing Ground

RAMP AB PROFILE

5_

10_

15_

20_

25_

30_

L

EL =

18.7

5

ST

A =

100+0

0.0

0

RA

MP

AB

CO

NS

TR.

B

L

L

ST

A =

1+00.0

0

WE

ST

RO

UN

DA

BO

UT

CO

NS

TR.

B

ST

A =

100+6

2.0

0

RA

MP

AB

CO

NS

TR.

B

L

EL =

22.7

0

ST

A =

104+0

0.0

0

RA

MP

AB

CO

NS

TR.

B

VA.

8/7/2020

d116394_04a(2).dgn


8/7/2020

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

SURVEYED BY, DATE

DESIGN BY



PROJECT MANAGER

5'

0'

0' 25'

Roadway Engineer

Fairfax, Virginia


6587

P101, R201, C5016587-000-R89,

P101, R201, C5016587-000-R89,



Accumark, Inc. (703) 635-3060 (02/15/2019)







P.H. PLANS

1+00.00 2+00.00 3+00.00 4+00.00

15.4

8

16.0

8

16.0

6

16.6

4

16.8

2

16.4

9

15.9

7

15.3

8

16.9

2

17.4

6

17.3

2

16.3

7

14.9

7

16.0

5

15.2

3

15.14

1+00.00 2+00.00 3+00.00 4+00.00

0_ 17.5

1

17.9

1

18.3

0

18.6

9

19.0

8

19.4

0

19.5

0

19.3

5

19.0

0

18.6

3

18.2

5

17.8

8

17.5

0

17.2

0

17.13

17.3

1

17.5

1

STA = 2+46.44

EL = 19.80

+1.56%

L = 80.00

K = 26

ex = -0.31'

SSD = 392'

STA = 4+45.23

EL = 16.82

-1.50%

+1.56%

L = 80.00

K = 26

ex = 0.31'

17.5

1

5_

10_

15_

20_

V = 30 MPH

V = 30 MPH

5_

10_

15_

20_

25_

30_

16.8

5

+0.34%

10+00.00 11+00.00

13.7

9

14.8

1

15.3

6

16.0

7

16.10

16.6

8

16.2

7

16.8

5

16.9

4

17.0

2

17.11

17.19

17.2

8

4A(2)

4A(2)

Matc

hline S

TA. 11+50.0

0 See Sheet 6

A

20_

15_

10_

5_ 5_

10_

15_

20_

25_

30_

WEST ROUNDABOUT PROFILE SUP PROFILE

Existing Ground Existing Ground

Proposed Grade

Proposed Grade

L

L

ST

A =

100+6

2.0

0

RA

MP

AB

CO

NS

TR.

B

ST

A =

1+00.0

0

WE

ST

RO

UN

DA

BO

UT

CO

NS

TR.

B

L

L

L

L

ST

A =

109+6

2.8

0

BO

UN

DA

RY C

HA

NN

EL

DR. C

ONS

TR.

B

ST

A =

2+0

4.3

5

WE

ST

RO

UN

DA

BO

UT

CO

NS

TR.

B

ST

A =

110+8

6.8

0

BO

UN

DA

RY C

HA

NN

EL

DR. C

ONS

TR.

B

ST

A =

3+9

9.13

WE

ST

RO

UN

DA

BO

UT

CO

NS

TR.

B

ST

A =

10+0

0.0

0

EL =

16.8

5

BE

GIN S

UP

0

SCALE

25' 50'

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


8/7/2020

d116394_05.dgn


8/7/2020

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER

Roadway Engineer

Fairfax, Virginia


6587




Accumark, Inc. (703) 635-3060 (02/15/2019)

P101, R201, C5016587-000-R89,

P101, R201, C5016587-000-R89,

E

D

D

D

D

D 005

006

007

008

009

010

011

012

013

015

Concrete Jersey

Wall

Concrete Jersey

Wall

Concrete Jersey

Wall

0.5'

Conc.

Curb

Conc. Sidewalk

0.5'

Conc.

Curb

0.5' Conc. Curb

0.5' Conc. Curb

0.5' Conc. Curb

0.5' Conc. Curb

Conc. Sidewalk

Concrete and Sto

ne Abutm

ent

0.5'

Conc.

Curb

Metal

Guardrail

Edge of Pavement

0.5'

Conc.

Curb

0.5' Conc. Curb

Edge of Pavement

Edge of P

avem

ent

Edge of P

avem

ent

Edge of Pave

ment

Edge of Pave

ment

Conc. Sidew

alk

0.5' Conc. Curb

Area

Under Constr

uction

Area

Under Constr

uction

6'

Chainlink Constr

uction Fence

6' Chainlink Constr

uction Fence

Edge of

Gravel

Conc. Sid

ewalk

Concrete Blocks

WC

R

WCR

WC

R

Conc. Sid

ewalk

2' C

onc. C

&G

2'

Conc.

C&

G

Edge of Pave

ment

0.5' Conc.

Curb

Conc. Sid

ewalk

2'

Conc.

C&

G

WCR

Edge of Pave

ment

WCR

WCR

Conc. Sid

ewalk

2' C

onc. C&G

Edge of G

ravel

Edge of Pavement

0.5' Conc

. Curb

Conc. Sid

ewalk

SignM

etal

Sign

Metal

Sig

nWood

D

D

D

D

022

026

027

028

029

030

031

032

034

D

WC

R

Stagin

g Area

for R

oad C

onstru

ction

SignWood

SignWood

SignMetal

082

C25

Existing

RW

Per D

B 16

41 P

G 366

S56°33'56"E 113.68'

A = 124.75'

N17°2

4'2

0"E 14

9.4

2'

Existing R

W

Per Instr

ument #2016

010

0013

314

C12

C13

C14

C15

Inst. #2016

010

0013

314

Ex. Public Sid

ewalk and

Utilities Es

mt.

Ex.

R/

W per V

DO

T

Pla

n 0095-0

00-103,

RW-2

01

W1

FO (JUC)

#0013

08

#000682

E

#0013

09

#0013

10

E

To Brid

geCo

nnecti

on

#000672

E

E

E

E

TC

E

#C98

(VDOT)

Loops

EF

(VD

OT)

#000

010A

TC

TC

E

Traffic P

edestal

T

EF (V

DOT)

W2

U1

U1

(JUC)

(MCI)

(VZ

N)

F

Empty Conduit

E

Empty Conduit

Empty Conduit

Empty Conduit

Empty C

onduit

E

E

E

E

AP

W #LB

D0305S

AP

W #LB

D0303S

E

AP

W #LB

D0310

S

AP

W #LB

D0310

SAP

W #LB

D0306S

AP

W #LB

D0304S

AP

W #LB

D0301S

E

AP

W #LB

D0307S

(VZ

N) (

MCI) (A

TT)

W3

W3

(JUC) (E

mpty

Con

duit)

S

W1

FO (JUC)

#0013

08

#000682

E

#0013

09

#0013

10

E

To Brid

geCo

nnecti

on

#000672

E

E

E

E

TC

E

#C98

(VDOT)

Loops

EF

(VD

OT)

#000

010A

TC

TC

E

Traffic P

edestal

T

EF (V

DOT)

W2

U1

U1

(JUC)

(MCI)

(VZ

N)

F

Empty Conduit

E

Empty Conduit

Empty Conduit

Empty Conduit

Empty C

onduit

E

E

E

E

AP

W #LB

D0305S

AP

W #LB

D0303S

E

AP

W #LB

D0310

S

AP

W #LB

D0310

SAP

W #LB

D0306S

AP

W #LB

D0304S

AP

W #LB

D0301S

E

AP

W #LB

D0307S

(VZ

N) (

MCI) (A

TT)

W3

W3

(JUC) (E

mpty

Con

duit)

S

SW

M 2

C

CF

FC

C

CF

F

F

CF

CF

FC

CF

C F

F C

5

5






REFERENCES



5A(1)

7A

5A(2)

5A(3)

5A(4)

Ramp E Profile

Ramp F1 Profile

Ramp F2 Profile


ProfileLong Bridge Drive

East Roundabout Profile

5A

DB 4497, PG 1553

0.218 AC.

RPC #34-023-002

DB 44

64, P

G 1845

2.98

1 AC.

RPC

#34-02

4-35

1

6.867 AC.

RPC #34-023-001

DB 4497, PG 1553

PH PLANS

ARLINGTON COUNTY, VIRGINIA

THE COUNTY BOARD OF

ARLI

NGTON

COUNTY, VIR

GINI

A

THE COUNTY

BOAR

D OF


THE COUNTY BOARD OF

POT500+00.00

Curve RA_EAST_1

PI = 1+54.41

T = 154.41'

L = 138.76'

R = 57.00'

PC =

PCC =1+38.76

0+00.00

Curve RA_EAST_3

PI = 3+41.73

L = 123.18'

R = 57.00'

T = 106.79'

2+34.94

3+58.12PT =

PCC =

Curve RA_EAST_2

PI = 2+02.83

T = 64.07'

L = 96.19'

R = 57.00'

PCC =

PCC =

1+38.76

2+34.94

PC700+0

0.0

0

700

701

702

PC

C702+4

1.50

703

704

PT704+05.38

114

115

116

117

PC117

+13.3

0

PT117

+75.3

6

118 P

OT118+5

5.7

3

Curve CHANNEL_15

PI = 117+44.42

T = 31.12'

L = 62.06'

R = 330.00'

117+13.30PC =

PT = 117+75.36

114

Curve RAMP_F1_2

PI = 703+31.44

T = 89.94'

L = 163.88'

R = 160.00'

702+41.50PCC =

PT = 704+05.38

Curve RAMP_F1_1

PI = 701+20.77

T = 120.77'

L = 241.50'

R = 4,983.00'

700+00.00PC =

PCC =702+41.50

1

2

3

4

Curve RAMP_F2_1

PI = 601+17.32

T = 117.32'

L = 170.71'

R = 97.00'

600+00.00PC =

PCC =601+70.71

Curve RAMP_F2_2

PI = 601+96.83

T = 26.12'

L = 51.33'

R = 112.00'

601+70.71PCC =

PT = 602+22.04

PC600+0

0.00

600

601

PCC601+70.71

602

PT602+2

2.0

4

Curve RAMP_E_3

PI = 402+39.08

T = 44.28'

L = 83.47'

R = 101.00'

401+94.79PC =

PT = 402+78.26

PT402+7

8.2

6

Curve LONG_BRIDGE_3

PI = 501+19.71

T = 44.71'

L = 86.07'

R = 129.00'

500+75.00PC =

PRC =501+61.07

Curve LONG_BRIDGE_4

PI = 502+41.24

T = 80.16'

L = 152.63'

R = 202.00'

501+61.07PRC =

PCC =503+13.70

Curve LONG_BRIDGE_5

PI = 503+91.28

T = 77.58'

L = 154.23'

R = 578.00'

503+13.70PCC =

PT = 504+67.93

PC500+7

5.00

501

PR

C501+61.0

7

502

503

PCC503+13.7

0

504

PT504+67.93

POT100+00.00

403

PT403+53.26

Boundary Chan

nel Drive

Matc

hlin

e S

TA. 114

+00.0

0 See Sheet 0

4

See S

heet 07

Matchlin

e ST

A. 4

02+5

0.00



Long

Brid

ge Drive

Aquatic

Center Ac

cess

12'

12'

Pave to Bridge Abutment

Shared Use Path

Place to Bridge Abutment

Concrete Sidewalk

10' Shared Use Path

14'

12'

8'

4'

21'

42'

Ramp F2 BL

Ramp F1 BL

Sidewalk Easement

Exist. Permanant

25.6'

14.5'

18'

Median

Concrete

Median

Concrete

CG-3 Req'd

Modified VDOT

Island

Grass Center

15'

Apron

Truck

15.5'

10' Shared Use Path

St'd. C-2 Req'd

Arlington Co.

St'd. C-2 Req'd

Arlington Co.

Prop. Limited Access

Exist. R/W and


Exist. R/W and

42'R

57'R

77'R 83'R

219'R

25'R

107'R

83'R

Req'd

St'd. C-3

Arlington Co. Grass Median

LLong Bridge Drive B

STA. 504+02.29

End Project 6587-000-R89, P101, R201, C501

End Construction

I-395

NB

I-395 S

B

RI1 Req'd.

VDOT ST'd.

RI1 Req'd.

VDOT ST'd.

RI1 Req'd.

VDOT ST'd.

PLAN LEGEND

Express

I-395 S

B

Exress

I-395

NB

Matchline Se

e Sheet 09

Matc

hline See Sheet 09




C

F








St'd. C-2 Req'd

Arlington Co.

St'd. C-2 Req'd

Arlington Co.

St'd. C-2 Req'd

Arlington Co.

313'R

76.5'R

33.5'R

119'R

76.5'R

St'd. C-2 Req'd

Arlington Co.

77.2'R

R 78.2'

C-2 Req'd

Co. St'd.

Arlington

Truck Apron

Co. C-2, Req'd.

Modified Arlington

St'd. C-3, Req'd.

Arlington Co.

St'd. C-3 Req'd

Arlington Co.

Sidewalk

10' Concrete

St'd. C-3 Req'd.

Arlington Co.

St'd. C-3 Req'd.

Arlington Co.

St'd. C-3 Req'd.

Arlington Co.

St'd. C-3 Req'd.

Arlington Co.

Boundary Channel BL

LRA_East B

LRamp E B

Sawcut

Full Depth

Sawcut

Full Depth

Easement

Temp. Construction

E

L

L

L = 117°02'56" (LT)

POT Sta. 403+53.26 Ramp E B

= 134°43'47" (RT)

POT Sta. 500+00 Long Bridge Drive B


= 98°40'14" (RT)

POT Sta. 700+05.58 Ramp F1 B

POT Sta. 500+56.99 Long Bridge Drive B =

L

LD

A

C

B

D

L

LA

= 90°00'00" (LT)

POT Sta. 1+00.00 RA_East B


= 90°00'00" (LT)

POT Sta. 3+35.50 RA_East B

POT Sta. 402+96.30 Ramp E B =C

L

L

= 90°00'00" (RT)

POT Sta. 2+51.25 RA_Eest B

POT Sta. 503+24.12 Long Bridge Drive B =

L

LE



ADA Curb Ramp

115.5'R

ADA Curb Ramp

ADA Curb Ramp

227.5R

St'd. C-2 Req'd

Arlington Co.

ADA Curb Ramp

St'd. C-2 Req'd

Arlington Co.

ADA Curb Ramp

Curb Ramp

ADA

Curb Ramp

ADA

25'R

Oriented for Bike Lane

ADA Curb Ramp

VA.

8/7/2020

d116394_05a.dgn


8/7/2020

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

SURVEYED BY, DATE

DESIGN BY



PROJECT MANAGER

5'

0'

0' 25'

Roadway Engineer

Fairfax, Virginia


6587

P101, R201, C5016587-000-R89,

P101, R201, C5016587-000-R89,



Accumark, Inc. (703) 635-3060 (02/15/2019)







P.H. PLANS

STA = 116+97.00

EL = 15.40

+0.44%

+2.00%

L = 100.00

K = 64

ex = 0.19'

18.5

7

V = 30 MPH

114+00.00 115+00.00 116+00.00 117+00.00 118+00.00

35.7

4

36.0

3

37.6

4

35.12

35.4

7

35.7

8

36.6

2

36.7

1

35.6

7

34.6

1

15.6

0

15.7

7

16.0

7

16.3

8

16.3

0

16.5

7

16.9

1

17.3

2

17.5

7

114+00.00 115+00.00 116+00.00 117+00.00 118+00.00

14.0

8

14.19

14.3

1

14.4

2

14.5

3

14.6

4

14.7

5

14.8

6

14.9

7

15.0

8

15.19

15.3

6

15.6

3

16.0

0

16.4

6

16.9

6

17.4

6

17.9

6

18.4

6

Matc

hline S

TA. 114

+00.0

0 See Sheet 4

A

5A

5A

Existing Ground

Proposed Grade


L

L

L

ST

A =

1+00.0

0

EAS

T

RO

UN

DA

BO

UT

CO

NS

TR. B

ST

A =

117+9

8.3

6

BO

UN

DA

RY C

HA

NN

EL

DR. C

ONS

TR. B

EL =

18.5

7

ST

A =

500+0

0.0

0

LO

NG

BRID

GE

DR. C

ONS

TR

B

ST

A =

403

+51.10

RA

MP

E

CO

NS

TR. B

ST

A =

118+5

5.7

3

BO

UN

DA

RY C

HA

NN

EL

DR. C

ONS

TR. B

L

L

5_

10_

15_

20_

25_

30_

35_

40_

5_

10_

15_

20_

25_

0_

5_

10_

15_

20_

25_

30_

35_

40_

5_

10_

15_

20_

25_

0_

Existing Ground

I-395 Overpass

at edge of S

UP

Vert. Clearance

12'-6"

Min.

at edge of Road

way

14.5'

Min. V

ert. Clearance

VA.

8/7/2020

d116394_05a(1).dgn


8/7/2020

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

SURVEYED BY, DATE

DESIGN BY



PROJECT MANAGER

5'

0'

0' 25'

Roadway Engineer

Fairfax, Virginia


6587

P101, R201, C5016587-000-R89,

P101, R201, C5016587-000-R89,



Accumark, Inc. (703) 635-3060 (02/15/2019)







P.H. PLANS

18.5

7

STA = 501+43.98

EL = 15.69

-2.00%

L = 150.00

K = 29

ex = 0.96'

STA = 502+80.00

EL = 19.92

+3.11%

-0.78%

L = 100.00

K = 26

ex = -0.49'

SSD = 328'STA = 503+70.00

EL = 19.22

-1.15%

18.9

9

5_

10_

15_

20_

V = 25 MPH

V = 25 MPH

18.8

4

500+00.00 501+00.00 502+00.00 503+00.00 504+00.00

17.7

4

18.17

18.5

5

18.0

0

18.2

3

18.5

2

19.14

19.2

0

19.14

18.9

3

19.16

19.3

2

19.5

8

19.4

3

19.2

7

19.16

18.8

7

18.4

3

18.13

500+00.00 501+00.00 502+00.00 503+00.00

0_ 18.5

7

18.0

7

17.5

7

17.0

8

16.7

3

16.6

0

16.6

9

16.9

8

17.4

9

18.2

1

18.9

1

19.3

7

19.5

9

19.5

7

19.3

8

19.17

5A(1)

5A(1)

LONG BRIDGE DRIVE PROFILE

Existing Ground

Proposed Grade

5_

10_

15_

20_

L

L

ST

A =

1+51.14

EAS

T

RO

UN

DA

BO

UT

CO

NS

TR.

B

ST

A =

500+0

0.0

0

LO

NG

BRID

GE

DRIV

E

CO

NS

TR.

B

L

L

ST

A =

600+0

0.0

0

RA

MP

F2

CO

NS

TR.

B

ST

A =

501.+5

9.0

7

LO

NG

BRID

GE

DRIV

E

CO

NS

TR.

B

L

L

ST

A =

700+0

0.0

0

RA

MP

F1 C

ONS

TR.

B

ST

A =

503

+.30.2

5

LO

NG

BRID

GE

DRIV

E

CO

NS

TR.

B

EL =

18.9

9

ST

A =

504+0

1.78

EL =

18.8

4

L

L

ST

A =

2+5

1.14

EAS

T

RO

UN

DA

BO

UT

CO

NS

TR.

B

ST

A =

500+5

7.0

0

LO

NG

BRID

GE

DRIV

E

CO

NS

TR.

B

VA.

8/7/2020

d116394_05a(2).dgn


8/7/2020

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

SURVEYED BY, DATE

DESIGN BY



PROJECT MANAGER

5'

0'

0' 25'

Roadway Engineer

Fairfax, Virginia


6587

P101, R201, C5016587-000-R89,

P101, R201, C5016587-000-R89,



Accumark, Inc. (703) 635-3060 (02/15/2019)







P.H. PLANS

19.5

3

STA = 701+19.95

EL = 18.33

-1.00%

+6.75%

L = 135.00

K = 17

ex = 1.31'

STA = 703+44.75

EL = 33.51

+3.29%

L = 100.00

K = 29

ex = -0.43'

SSD = 362'

35.5

0

5_

10_

15_

20_

25_

30_

35_

40_

V = 20 MPH

V = 25 MPH

700+00.00 701+00.00 702+00.00 703+00.00 704+00.00

19.4

5

19.4

6

18.9

3

18.8

8

21.69

24.6

8

26.8

2

27.3

0

27.8

8

28.6

9

29.7

3

30.7

8

31.77

32.7

6

33.7

1

34.5

5

35.3

7

700+00.00 701+00.00 702+00.00 703+00.00 704+00.00

19.5

3

19.2

8

19.0

3

18.9

3

19.18

19.7

9

20.7

6

22.0

9

23.7

4

25.4

2

27.11

28.8

0

30.4

8

32.0

1

33.3

3

34.4

3

35.3

2

5A(2)

5A(2)

RAMP F1 PROFILE

Existing Ground

Proposed Grade

L

L

EL =

35.5

0

EN

D

RA

MP

F1

ST

A =

704+0

5.3

8

ST

A =

602

+18.9

9

RA

MP

F2

CO

NS

TR.

B

ST

A =

701+45.0

5

RA

MP

F1 C

ONS

TR.

B

ST

A =

503

+30.2

5

LO

NG

BRID

GE

DRIV

E

CO

NS

TR.

B

ST

A =

700+0

0.0

0

RA

MP

F1 C

ONS

TR.

B L

L

VA.

8/7/2020

d116394_05a(3).dgn


8/7/2020

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

SURVEYED BY, DATE

DESIGN BY



PROJECT MANAGER

5'

0'

0' 25'

Roadway Engineer

Fairfax, Virginia


6587

P101, R201, C5016587-000-R89,

P101, R201, C5016587-000-R89,



Accumark, Inc. (703) 635-3060 (02/15/2019)







P.H. PLANS

5_

10_

15_

20_

25_

30_

16.2

9

STA = 600+27.38

EL = 16.55

+0.95%

+2.71%

L = 50.00

K = 28

ex = 0.11'

STA = 600+85.41

EL = 18.12

+2.71%

L = 50.00

K = 23

ex = -0.13'

SSD = 531'

STA = 601+72.00

EL = 18.62

+0.58%

+4.08%

L = 90.00

K = 26

ex = 0.39'

20.5

4

5_

10_

15_

20_

25_

V = 25 MPHV = 25 MPH

V = 25 MPH

600+00.00 601+00.00 602+00.00

0_ 20.2

1

19.8

2

19.7

5

19.6

3

19.4

3

18.6

5

19.0

5

22.4

0

24.9

5

600+00.00 601+00.00 602+00.00

0_ 16.2

9

16.6

1

17.16

17.7

9

18.18

18.3

5

18.6

0

19.0

9

19.8

2

5A(3)

5A(3)

RAMP F2 PROFILE

5_

10_

15_

5_

10_

15_

30_

25_

20_

Existing Ground

Proposed Grade

L

LS

TA =

501+59.0

7

LO

NG

BRID

GE

DR. C

ONS

TR.

B

ST

A =

600+0

0.0

0

RA

MP

F2

CO

NS

TR.

B

L

L

30_

25_

20_

5_

10_

15_

ST

A =

701+45.0

5

RA

MP

F1

CO

NS

TR.

B

ST

A =

602

+18.9

9

RA

MP

F2

CO

NS

TR.

B

VA.

8/7/2020

d116394_05a(4).dgn


8/7/2020

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

SURVEYED BY, DATE

DESIGN BY



PROJECT MANAGER

5'

0'

0' 25'

Roadway Engineer

Fairfax, Virginia


6587

P101, R201, C5016587-000-R89,

P101, R201, C5016587-000-R89,



Accumark, Inc. (703) 635-3060 (02/15/2019)







P.H. PLANS

17.4

3

17.4

3

5_

10_

15_

20_

3+00.00 4+00.00

16.8

8

16.5

1

16.9

6

18.2

5

17.17

17.9

3

18.4

3

17.6

6

17.3

1

17.3

9

17.7

6

17.5

0

17.4

5

16.8

0

16.8

7

1+00.00 2+00.00

0_ 17.4

3

17.4

3

17.4

3

17.4

3

17.4

3

17.4

3

17.4

3

17.4

3

17.4

3

17.4

3

17.4

3

17.4

3

17.4

3

17.4

3

17.4

3

5A(4)

5A(4)

EAST ROUNDABOUT PROFILE

Existing Ground Proposed Grade

L

L

L

L

ST

A =

402

+94.10

RA

MP

E

CO

NS

TR.

B

ST

A =

3+4

1.69

EAS

T

RO

UN

DA

BO

UT

CO

NS

TR.

B

ST

A =

500+5

7.0

0

LO

NG

BRID

GE

DRIV

E

CO

NS

TR.

B

ST

A =

2+5

1.14

EAS

T

RO

UN

DA

BO

UT

CO

NS

TR.

B

ST

A =

117+9

8.3

6

BO

UN

DA

RY C

HA

NN

EL

DR. C

ONS

TR.

B

ST

A =

1+00.0

0

EAS

T

RO

UN

DA

BO

UT

CO

NS

TR.

B L

L

0

SCALE

25' 50'

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


8/7/2020

d116394_06.dgn


8/7/2020

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER






Roadway Engineer

Fairfax, Virginia


6587




Accumark, Inc. (703) 635-3060 (02/15/2019)

P101, R201, C5016587-000-R89,

P101, R201, C5016587-000-R89,

P.H. PLANS

D

D

D

D

D

D

D

10' Metal Fence

0.5' Conc. Cur

b

0.5' Con

c. Curb

Metal Guardrail

Concrete Islan

d

0.5' Conc. Curb

0.5' C

onc. Cur

b

Metal Guardrail

Concrete

Stair

well

Conc. Sid

ewalk

Conc. Sidewalk

Conc. Sidewalk

0.5'

Conc.

Curb

Metal

Guardrail

Concrete Jersey

Wall

0.5'

Conc.

Curb

Metal

Guardrail

Concrete Jersey

Wall

Concrete Jersey

Wall

Concrete

and

Stone

Wall

047

016

019

042

043

044

045

046

048

049

050

051

070

Staging Area for

Road C

onstr

uctio

n

Sign

Wood

Under

Water

Outfall

Under

Water

Outfall

N73°49'46"E 46

6.69'

N75°27'50"E 70.01'

35.9

6'

N17°2

1'30"E

N75°27'50"E 69

6.68'

N66°23'56"E 82.34'

N74°11'51"E 109.35'

N75°15'54"

E 171.4

3'

N73°07'52"E 146.59'

C7

Mon. F

nd.

Mon. F

nd.

DB 20

04 P

g 60

7

Perpetu

al Ease

ment

See

Note

1

UEPUE = 1

8.0'

See

Note

1

UEPUE = 1

5.0'

Ex. R/

W per

DB 272

6, P

G 116

7

(S73°49'46"W 46

6. 69)

(R=3

90. 3

7')

(A=3

31. 4

9')

Approx. Loc. Li

mited Access

per

VDOT Plan

0095-000-101, C504

WM

WM

E

E

Unkn

own

Vaults

DOM #U

M41

E

#184 015 000872

#184 0

31 0

0088

0

#184 0

16 0

0087

3

E

E

#18

4 032 000881

#18

4 033 000882

E

#18

4 034 000883

F

(VDOT)

#97

E

TC

(VDOT)

F

E

EE

Unkn

own

Vaults

Unkn

own

Vaults

W3W3

WM

WM

E

E

Unkn

own

Vaults

DOM #U

M41

E

#184 015 000872

#184 0

31 0

0088

0

#184 0

16 0

0087

3

E

E

#18

4 032 000881

#18

4 033 000882

E

#18

4 034 000883

F

(VDOT)

#97

E

TC

(VDOT)

F

E

EE

Unkn

own

Vaults

Unkn

own

Vaults

W3W3


Limited Access Line


Limited Access Line

CF

FC

CF

FC

FC

C

FC

CF

CF

F

6

6

REFERENCES



Ramp AB Profile

SUP Profile

RPC #34-017-001

92.028 AC.

RPC #34-017-001

0.230 AC.

DB 2726, PG 1167

6A

4A(1)



102

PC102+61.12

103

PT103+89.63

104

105

POT105+49.17

Curve CHANNEL_15

Curve RAMP_AB_3

103+89.63

102+61.12

PT =

PC =

R = 238.00'

L = 128.51'

T = 65.87'

PI = 103+26.98

Curve RAMP_AB_6

102

54' 15" E

12

PC12+22.24

PT12

+76.86

13

14PC14

+21.3

2

15

16Curve SUP_6

PI = 12+49.86

L = 54.62'

T = 27.62'

R = 150.00'

PC =

PT =

12+22.24

12+76.86

PI = 15+92.07

T = 170.75'

L = 310.47'

R = 300.00'

14+21.32PC =

PRC =17+31.79

Curve SUP_9

See Sheet 04

Matchline STA. 102+00.00

On Ra

mp

I-395 S

B

Off Ra

mp

I-395 S

B

SUP BL

19'

17'

BRamp AB L

24.3'

26'

6'

8'

Easement

Exist. Permanent

Exist. R/W

Exist. R/W

WMATA Easement

Exist. Permanent

CG-2, Req'd.

VDOT St'd.




C

F








PLAN LEGEND

St'd. C-2 Req'd

Arlington Co.

St'd. C-2 Req'd

Arlington Co.

Exist. R/WCG-2, Req'd.

VDOT St'd.

Matchline STA. 16+75.00 See Sheet 06

See Sheet 04

Matchline STA. 11+50.00 St'd. C-3 Req'd

Arlington Co.

Easement

Temp. Construction

Easement

Temp. Costruciton

Use Path

10' Shared

I-395 S

B

VA.

8/7/2020

d116394_06a.dgn


8/7/2020

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

SURVEYED BY, DATE

DESIGN BY



PROJECT MANAGER

5'

0'

0' 25'

Roadway Engineer

Fairfax, Virginia


6587

P101, R201, C5016587-000-R89,

P101, R201, C5016587-000-R89,



Accumark, Inc. (703) 635-3060 (02/15/2019)







P.H. PLANS

STA = 12+50.00

EL = 17.70

+3.24%

L = 150.00

K = 52

ex = 0.54'

STA = 15+30.00

EL = 26.76

+3.24%-5.00%

L = 200.00

K = 24

ex = -2.06'

SSD = 231'

+0.34%

12+00.00 13+00.00 14+00.00 15+00.00 16+00.00

16.2

7

16.2

9

16.4

7

16.6

8

16.4

8

17.5

7

19.18

19.7

4

19.7

2

20.4

4

21.22

22.0

0

22.0

4

24.8

4

25.6

5

26.7

0

25.8

5

23.9

9

20.6

0

18.5

5

16.2

3

16.5

5

17.3

6

17.4

5

17.5

9

17.8

6

18.2

4

18.7

5

19.3

8

20.13

20.9

4

21.75

22.5

5

23.3

6

24.0

9

24.5

6

24.7

8

24.7

4

24.4

4

23.8

9

23.0

8

22.0

1

20.7

6

19.5

1

Matc

hline S

TA. 11+50.0

0 See Sheet 4

A(2)

Matc

hline S

TA. 16+7

5.0

0 See Sheet 8

A

6A

6A

SUP PROFILE

Existing Ground

Proposed Grade

10_

15_

20_

25_

30_

5_

0_

10_

15_

20_

25_

30_

5_

0_

0

SCALE

25' 50'

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


8/7/2020

d116394_07.dgn


8/7/2020

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER






Roadway Engineer

Fairfax, Virginia


6587




Accumark, Inc. (703) 635-3060 (02/15/2019)

P101, R201, C5016587-000-R89,

P101, R201, C5016587-000-R89,

P.H. PLANS

D

D

014

Concrete Jersey

Wall

0.5'

Conc.

Curb

Metal

Guardrail

Metal

Guardrail

Sign

Metal Overhead

0.5' Conc. Curb

Area Under Construction

Area

Under Constr

uction

6' Chainlink Construction Fence

4' Chainlink Fence

Edge of Gra

vel

Asphalt

Edge

of Pave

ment

Edge of Pavement

0.5' Conc. Curb

0.5' Conc. Curb

0.5' Conc.

Curb

Metal

Guardrail

Sig

nMetal

SignMetal

037

038

D

039

040

041

035

036

Staging Area for

Road C

onstr

uctio

n

N17°2

4'2

0"E 55.4

5'

30.00'N72°35

'40"W

N47°0

6'10"E 219.49'

N32°3

0'19"E 263.4

9'

C16

Ex. R/

W per V

DOT Pla

n 0095-0

00-103, R

W-2

01

No E

asem

ent R

ecords F

ound

Approximate Centerline of F

acility

Washington M

etropolitan Area

Transit Auth

ority

UK

UKUK

UK

UK

UK

UK

E

T

T

#0013

11#0013

12

#000681

E

UK

Empty C

onduit

Empty Conduits

Empty Conduits

Conduits

Empty

E

#000680

E

#000674

#000675

E

#000673

E

U1

U1

U2

F

FOFO

FOFO

T

LP

Base

(VZ

N) (

MCI) (A

TT)

W3

W3

E

W3

S

S

UK

UKUK

UK

UK

UK

UK

E

T

T

#0013

11#0013

12

#000681

E

UK

Empty C

onduit

Empty Conduits

Empty Conduits

Conduits

Empty

E

#000680

E

#000674

#000675

E

#000673

E

U1

U1

U2

F

FOFO

FOFO

T

LP

Base

(VZ

N) (

MCI) (A

TT)

W3

W3

E

W3

S

S

SW

M 1

6

6.5

7

5.1

8

F C

FC

CF

C

FC

F

CF




C

F








PLAN LEGEND

7

7

REFERENCES



Ramp E Profile 7A

I-395

NB

I-395

NB

EX

PR

ES

S

Curve RAMP_E_3

PI = 402+39.08

Curve RAMP_E_3

PI = 402+39.08

T = 44.28'

L = 83.47'

R = 101.00'

401+94.79PC =

PT = 402+78.26

POT400+00.00400

401

PC401+94.79402


See S

heet 05

Matchline S

TA. 4

02+5

0.00

Matchline See Sheet

05

RPC #34-023-001

6.867 AC.

DB 4497, PG 1553


THE COUNTY BOARD OF

Truck Apron


Exist. R/W and


Exist. R/W and

CG-2, Req'd.

VDOT St'd.

10' Shared Use Path

Aquatic Center Sidewalk

Connect to Proposed

21'

WMATA Easement

Exist. Permanent

LRamp E B

St'd. C-2 Req'd

Arlington Co.

33.5'R

86'R

St'd C-3

Arlington Co.

Co. C-2 Req'd

Modified Arlington

Easement

Temp. Construction

ADA Curb Ramp

Use Path

10' Shared

ADA Curb Ramp

VA.

8/7/2020

d116394_07a.dgn


8/7/2020

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

SURVEYED BY, DATE

DESIGN BY



PROJECT MANAGER

5'

0'

0' 25'

Roadway Engineer

Fairfax, Virginia


6587

P101, R201, C5016587-000-R89,

P101, R201, C5016587-000-R89,



Accumark, Inc. (703) 635-3060 (02/15/2019)







P.H. PLANS

5_

10_

15_

20_

V = 25 MPH

18.19

STA = 402+26.87

EL = 16.05

-0.94%

+2.00%

L = 100.00

K = 34

ex = 0.37'

18.5

7

400+00.00 401+00.00 402+00.00 403+00.00

18.19

17.9

5

17.8

6

17.8

3

17.9

3

17.9

1

18.3

9

17.9

0

17.8

2

17.8

1

17.5

7

17.6

1

17.2

7

17.4

5

17.7

4

401+00.00 402+00.00 403+00.00

17.9

5

17.7

2

17.4

8

17.2

4

17.0

1

16.7

7

16.5

4

16.3

8

16.4

0

16.6

1

17.0

1

17.5

1

18.0

1

18.5

1

7A

7A

RAMP E PROFILE

Existing Ground

Proposed Grade

EL =

18.5

7

EN

D

RA

MP

E

ST

A =

403

+51.10

EL =

18.19

L

L

ST

A =

3+4

1.69

EAS

T

RO

UN

DA

BO

UT

CO

NS

TR.

B

ST

A =

402

+94.10

RA

MP

E

CO

NS

TR.

B

BE

GIN

RA

MP

E

5_

10_

15_

20_

ST

A =

400+0.0

0

0

SCALE

25' 50'

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


8/7/2020

d116394_08.dgn


8/7/2020

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER






Roadway Engineer

Fairfax, Virginia


6587




Accumark, Inc. (703) 635-3060 (02/15/2019)

P101, R201, C5016587-000-R89,

P101, R201, C5016587-000-R89,

P.H. PLANS

081

Asphalt P

ath

Con

crete H

eadwall

Tunnel E

ntra

nce

0.5'

Conc.

Curb

Metal

Guardrail

Sign

Metal Overhead

Metal Sign

Woods

Metal Guardrail

0.5' Conc. CurbAsphalt S

idewalk

Entrance Ramp to I-395 South

I-395 S

BL

N25°10'3

4"E 17

6.7

9'

N17°2

1'30"E 359.3

7'

N66°23'56"E 82.34'

N46°5

0'4

9"E 396.3

4' (T

otal)

293.79'

102.5

5'

C8

C9

Existing

RW

Per D

B 16

41 P

G 366

Ex.

R/

W per D

B 2726, P

G 1167

DB 2726, P

G 1167

Ex. R/

W per0095-0

00-101, R

W-2

01

Ex.

R/

W per V

DO

T

Pla

n

(R=3

90. 3

7')

(A=3

31. 4

9')

(S25°10'3

4"W 17

6. 7

9')

(R=16

2. 0

1')

(A=12

5. 14')

(VD

OT)

#18

4 013 000870

#18

4 012 000868

E

E

#18

4 014 000871

#010

Novec

(VD

OT)

#18

4 013 000870

#18

4 012 000868

E

E

#18

4 014 000871


Limited Access Line

CF

FC

CF

FC

C

FC

8

8

REFERENCES



SUP Profile 8A


Limited Access Line

DB 2726, PG 1167

0.550 AC.

RPC #34-017-001

OF AMERICA

UNITED STATES

PI = 17+61.75

T = 29.96'

L = 59.64'

R = 250.00'

17+31.79PRC =

PT = 17+91.43

PI = 18+87.92

T = 44.19'

L = 85.95'

R = 150.00'

18+43.73PC =

PT = 19+29.68

PI = 15+92.07

T = 170.75'

L = 310.47'

R = 300.00'

14+21.32PC =

PRC =17+31.79

17

PRC17+31.79

PT17+91.43

18

PC18+43.73

19PT1

9+29.68POT

19+34.2

3

Curve SUP_9

Curve SUP_10

Curve SUP_13

Matchline STA. 16+75.00 See Sheet 06

Exist. R/W

Exist. R/W

Easement

Exist. Perpetual

Exist. Trail

Connect to




C

F








PLAN LEGEND

Easement

Temp. Construction

Easement

Temp. Costruciton

Use Path

10' Shared

I-395 S

B

VA.

8/7/2020

d116394_8a.dgn


8/7/2020

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

SURVEYED BY, DATE

DESIGN BY



PROJECT MANAGER

5'

0'

0' 25'

Roadway Engineer

Fairfax, Virginia


6587

P101, R201, C5016587-000-R89,

P101, R201, C5016587-000-R89,



Accumark, Inc. (703) 635-3060 (02/15/2019)







P.H. PLANS

20.2

3

6.5

5

-5.00%

17+00.00 18+00.00 19+00.00

16.5

5

20.2

3

21.77

19.7

9

16.10

11.7

4

14.9

2

16.0

7

14.4

5

11.2

4

7.12

19.5

1

18.2

6

17.0

1

15.7

6

14.5

1

13.2

6

12.0

1

10.7

6

9.5

1

8.2

6

7.0

1

8A

8A

Matc

hline S

TA. 16+7

5.0

0 See Sheet 6

A

SUP PROFILE

Existing Ground

Proposed Grade

30_

25_

20_

15_

10_

5_

0_

30_

25_

20_

15_

10_

5_

0_

EN

D

SUP

ST

A =

19+3

4.2

3

0

SCALE

25' 50'

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


8/7/2020

d116394_09.dgn


8/7/2020

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER






Roadway Engineer

Fairfax, Virginia


6587




Accumark, Inc. (703) 635-3060 (02/15/2019)

P101, R201, C5016587-000-R89,

P101, R201, C5016587-000-R89,

P.H. PLANS

0.5'

Conc.

Curb

0.5' Conc.

Curb

0.5' Con

c. Curb

Metal

Guardrail

0.5' Conc.

Curb

0.5' Conc. Curb

Metal Guardrail

Sig

nMetal

Overhead

Concrete Jersey Wall



Sig

nMetal

Overhead

0.5' Conc. Curb

0.5' Conc. Curb

Metal Guardrail

Metal Guardrail


Concrete Isla

nd

Concrete Island

0.5' Conc. Curb

0.5' Conc. Curb

Concrete and Stone Abutment

D D

033

053

054

055

33

A

Metal Sign

Metal Sign

Metal Sign

0.5' Conc. Curb

0.5' Con

c. C

urb

Metal Guardrail

Woods

Jersey Barrier

Entrance Ra

mp to I-395 South

Asphalt Shoulder

Conc.

Brid

ge Deck

Conc.

Brid

ge Deck

Conc.

N50°17'2

7"W 62.13'

S45°0

4'5

9"E 61.72'

N89°54'5

8"E 43.74'

N44°55'0

1"E 139.0

7'

N45°0

4'5

9"W 340.0

0'

C2

C3

C4

Existing RW Per DB 1641 PG 366

Mon. F

nd.

Mon. F

nd.

Mon. F

nd.

Ex. R/

W per D

B 2726, P

G 116

7

(S44°48'3

9"W 76. 0

6')

(R=519. 47')

(A=126. 71')(R=95. 04')

(A=157. 11')

(S50°17'2

7"E 62. 13')

(R=5

94. 3

6')

(A=2

16. 9

7')

#18

4 023 001168

#000885

E

E

E

#000886

#000887

F

F

TC

#10

41A

(VD

OT)

(VDOT)(VDOT)

E

#184 038 001169

To Brid

ge

Connection

To Brid

ge

Connection

E

E

E

#184 108 000913

E

E

#184 114 001322

Loop

TC

Empty Conduits

#12

6 00 0056

UK

UK

E

#001308

E#000682

#001309

#18

4 023 001168

#000885

E

E

E

#000886

#000887

F

F

TC

#10

41A

(VD

OT)

(VDOT)(VDOT)

E

#184 038 001169

To Brid

ge

Connection

To Brid

ge

Connection

E

E

E

#184 108 000913

E

E

#184 114 001322

Loop

TC

Empty Conduits

#12

6 00 0056

UK

UK

E

#001308

E#000682

#001309

Curve SB3953

PI = 105+53.56

T = 81.80'

L = 163.28'

R = 1,080.00'

104+71.76

106+35.05PT =

PCC =

Curve SB3952

PI = 103+66.76

T = 105.12'

L = 210.13'

R = 2,643.00'

102+61.64

104+71.76PCC =

PCC =

PCC =102+28.24

100+80.99

R = 1,085.00'

L = 147.26'

T = 73.74'

PI = 101+54.73

Curve SB3951

9

9

REFERENCES




PLAN LEGEND

PO

T10

0+0

0.0

0

100

PC10

0+8

0.9

9

101

102 P

CC10

2+2

8.2

4

103

104

PC

C10

4+3

8.3

7

105

PT10

6+0

1.65

PC =




C

F







Matc

hline See Sheet 04

Matc

hline See Sheet 05

Matchline S

ee Sheet 05


CG-3, Req'd.

VDOT St'd.

MGS-1, Req'd.

VDOT St'd.

I-395 SB

I-395 SB Ex

press

I-395 NB Ex

press

9'

Edge of Pavement Stripe

Tie to Existing

Exist. R/W


2599'R

1041'R

of Pavement Stripe

Tie to Existing Edge

5'R

Tie to Existing

MGS-4, Req'd.

VDOT St'd. MGS-3, Req'd.

VDOT St'd.

From 14' to 12'122' Lane T

ransition

I-395 Southbound BL

Easement

Temp. Construction

plan and profile of proposed state highway · profile sheet - ramp e plan sheet - ramp e sta....

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