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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
PENTAGON ACCESS ROAD
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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
TO BE USED FOR ANY TYPE
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.
BOUNDARY CHANNEL 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
BOUNDARY CHANNEL DR.
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
BOUNDARY CHANNEL DR.
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
ROUTE PROJECTSHEET NO.
8/7/2020
d116394_1C.dgn
Plotted By: RK&K - PDP4:30:08 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
TO BE USED FOR ANY TYPE
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
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
-2.0% TO -1.9%VARIES
VARIES -1.3% TO -5.9%
-1.9% TO -1.6%VARIES
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
-1.4% TO -2.0%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
ROUTE PROJECTSHEET NO.
8/7/2020
d116394_02a1.dgn
Plotted By: RK&K - PDP4:30:12 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
TO BE USED FOR ANY TYPE
Roadway Engineer
Fairfax, Virginia
Rummel, Klepper & Kahl, LLP
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
CONSTR.
BOUNDARY CHANNEL DR.
CONSTR.
BOUNDARY CHANNEL DR.
CONSTR.
BOUNDARY CHANNEL DR.
CONSTR.
BOUNDARY CHANNEL DR.
(SEE WEST ROUNDABOUT)BOUNDARY CHANNEL DR.
CONSTR.
BOUNDARY CHANNEL DR.
CONSTR.
BOUNDARY CHANNEL DR.
CONSTR.
BOUNDARY CHANNEL DR.
(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
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'
SEE CROSS SECTIONS SEE CROSS SECTIONS
SEE CROSS SECTIONS SEE CROSS SECTIONS
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%
Materials/Geotechnical Engineer
(Location), Virginia
VDOT (Division) or Co. Name
-0.5% TO -1.3%VARIES
0.5% TO -2.0%
VARIES
-1.3% TO -1.7%VARIES
-2.3% TO -2.0%
VARIES
-1.7% TO -1.6%VARIES
-2.0% TO -1.9%
VARIES
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
8/7/2020
d116394_02a2.dgn
Plotted By: RK&K - PDP4:30:15 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
TO BE USED FOR ANY TYPE
Roadway Engineer
Fairfax, Virginia
Rummel, Klepper & Kahl, LLP
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
CONSTR.
CONSTR.
RAMP AB
CONSTR.
RAMP AB
PENTAGON ACCESS ROAD
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'
Materials/Geotechnical Engineer
(Location), Virginia
VDOT (Division) or Co. Name
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
ROUTE PROJECTSHEET NO.
8/7/2020
d116394_02a3.dgn
Plotted By: RK&K - PDP4:30:19 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
TO BE USED FOR ANY TYPE
Roadway Engineer
Fairfax, Virginia
Rummel, Klepper & Kahl, LLP
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
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
ROUTE PROJECTSHEET NO.
8/7/2020
d116394_03.dgn
Plotted By: RK&K - PDP7:17:42 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
Roadway Engineer
Fairfax, Virginia
Rummel, Klepper & Kahl, LLP
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,
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
per VDOT project 0095-000-101
Limited Access Line
per VDOT project 0095-000-101
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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
TO BE USED FOR ANY TYPE
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.
10' Concrete Sidewalk
C-2 Req'd
Modified Arlington Co.
Sidewalk
10' Conc.
ADA Curb Ramp
ADA Curb Ramp
VA.
8/7/2020
d116394_03a.dgn
Plotted By: RK&K - PDP4:30:34 PM
8/7/2020
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
PROJECT SHEET NO.
SURVEYED BY, DATE
DESIGN BY
SUBSURFACE UTILITY BY, DATE
Cell Revised 12/11/12
PROJECT MANAGER
5'
0'
0' 25'
Roadway Engineer
Fairfax, Virginia
Rummel, Klepper & Kahl, LLP
6587
P101, R201, C5016587-000-R89,
P101, R201, C5016587-000-R89,
Rummel, Klepper, & Kahl LLP, (703) 246-0028
Chris Barksdale P.E., (703) 259-2768 (NOVA)
Accumark, Inc. (703) 635-3060 (02/15/2019)
Brian P. Fletcher L.S., (703) 259-2355 (12/04/2018) (NOVA)
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
TO BE USED FOR ANY TYPE
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
Plotted By: RK&K - PDP4:30:37 PM
8/7/2020
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
PROJECT SHEET NO.
SURVEYED BY, DATE
DESIGN BY
SUBSURFACE UTILITY BY, DATE
Cell Revised 12/11/12
PROJECT MANAGER
5'
0'
0' 25'
Roadway Engineer
Fairfax, Virginia
Rummel, Klepper & Kahl, LLP
6587
P101, R201, C5016587-000-R89,
P101, R201, C5016587-000-R89,
Rummel, Klepper, & Kahl LLP, (703) 246-0028
Chris Barksdale P.E., (703) 259-2768 (NOVA)
Accumark, Inc. (703) 635-3060 (02/15/2019)
Brian P. Fletcher L.S., (703) 259-2355 (12/04/2018) (NOVA)
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
TO BE USED FOR ANY TYPE
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
ROUTE PROJECTSHEET NO.
8/7/2020
d116394_04.dgn
Plotted By: RK&K - PDP7:17:50 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
TO BE USED FOR ANY TYPE
Roadway Engineer
Fairfax, Virginia
Rummel, Klepper & Kahl, LLP
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
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
per VDOT project 0095-000-101
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
( PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC. )
4A(1)
4A(2)
Ramp AB Profile
ProfileBoundary Channel Drive
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
DENOTES CONSTRUCTION LIMITS IN CUTS
PLAN LEGEND
Curve RA_WEST_1
RPC #34-017-001
92.028 AC.
UNITED
STATES
OF AMERI
CA
UNITED STATES OF AMERICA
UNITED STATES OF AMERICA
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
6' Concrete Sidewalk
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
6' Concrete Sidewalk
CG-3 Req'd
Modified VDOT
12'
12'
18'62'R
50'R12'
Island
Grass Center
13.5'
13.5'
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
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
10' Concrete Sidewalk
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
POT Sta. 110+24.80 Boundary Channel Drive B =B
AL
L = 90°00'00" (LT)
POT Sta. 2+04.35 RA_West B
POT Sta. 109+62.80 Boundary Channel Drive B =
DL
L = 90°00'00" (LT)
POT Sta. 3+99.19 RA_West B
POT Sta. 110+86.80 Boundary Channel Drive B =
10' Concrete Sidewalk
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
Plotted By: RK&K - PDP4:30:48 PM
8/7/2020
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
PROJECT SHEET NO.
SURVEYED BY, DATE
DESIGN BY
SUBSURFACE UTILITY BY, DATE
Cell Revised 12/11/12
PROJECT MANAGER
5'
0'
0' 25'
Roadway Engineer
Fairfax, Virginia
Rummel, Klepper & Kahl, LLP
6587
P101, R201, C5016587-000-R89,
P101, R201, C5016587-000-R89,
Rummel, Klepper, & Kahl LLP, (703) 246-0028
Chris Barksdale P.E., (703) 259-2768 (NOVA)
Accumark, Inc. (703) 635-3060 (02/15/2019)
Brian P. Fletcher L.S., (703) 259-2355 (12/04/2018) (NOVA)
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
TO BE USED FOR ANY TYPE
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
BOUNDARY CHANNEL DR. PROFILE
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
Plotted By: RK&K - PDP4:30:51 PM
8/7/2020
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
PROJECT SHEET NO.
SURVEYED BY, DATE
DESIGN BY
SUBSURFACE UTILITY BY, DATE
Cell Revised 12/11/12
PROJECT MANAGER
5'
0'
0' 25'
Roadway Engineer
Fairfax, Virginia
Rummel, Klepper & Kahl, LLP
6587
P101, R201, C5016587-000-R89,
P101, R201, C5016587-000-R89,
Rummel, Klepper, & Kahl LLP, (703) 246-0028
Chris Barksdale P.E., (703) 259-2768 (NOVA)
Accumark, Inc. (703) 635-3060 (02/15/2019)
Brian P. Fletcher L.S., (703) 259-2355 (12/04/2018) (NOVA)
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
TO BE USED FOR ANY TYPE
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
Plotted By: RK&K - PDP4:30:54 PM
8/7/2020
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
PROJECT SHEET NO.
SURVEYED BY, DATE
DESIGN BY
SUBSURFACE UTILITY BY, DATE
Cell Revised 12/11/12
PROJECT MANAGER
5'
0'
0' 25'
Roadway Engineer
Fairfax, Virginia
Rummel, Klepper & Kahl, LLP
6587
P101, R201, C5016587-000-R89,
P101, R201, C5016587-000-R89,
Rummel, Klepper, & Kahl LLP, (703) 246-0028
Chris Barksdale P.E., (703) 259-2768 (NOVA)
Accumark, Inc. (703) 635-3060 (02/15/2019)
Brian P. Fletcher L.S., (703) 259-2355 (12/04/2018) (NOVA)
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
TO BE USED FOR ANY TYPE
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
ROUTE PROJECTSHEET NO.
8/7/2020
d116394_05.dgn
Plotted By: RK&K - PDP7:18:01 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
Roadway Engineer
Fairfax, Virginia
Rummel, Klepper & Kahl, LLP
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,
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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
TO BE USED FOR ANY TYPE
REFERENCES
( PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC. )
5A(1)
7A
5A(2)
5A(3)
5A(4)
Ramp E Profile
Ramp F1 Profile
Ramp F2 Profile
ProfileBoundary Channel Drive
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
ARLINGTON COUNTY, VIRGINIA
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
Matchline See Sheet 07
Matchline See Sheet 07
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
Prop. Limited Access
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
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
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
POT Sta. 118+55.73 Boundary Channel Drive B =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
POT Sta. 117+36.70 Boundary Channel Drive 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
10' Concrete Sidewalk
10' Concrete Sidewalk
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
Plotted By: RK&K - PDP4:31:10 PM
8/7/2020
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
PROJECT SHEET NO.
SURVEYED BY, DATE
DESIGN BY
SUBSURFACE UTILITY BY, DATE
Cell Revised 12/11/12
PROJECT MANAGER
5'
0'
0' 25'
Roadway Engineer
Fairfax, Virginia
Rummel, Klepper & Kahl, LLP
6587
P101, R201, C5016587-000-R89,
P101, R201, C5016587-000-R89,
Rummel, Klepper, & Kahl LLP, (703) 246-0028
Chris Barksdale P.E., (703) 259-2768 (NOVA)
Accumark, Inc. (703) 635-3060 (02/15/2019)
Brian P. Fletcher L.S., (703) 259-2355 (12/04/2018) (NOVA)
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
TO BE USED FOR ANY TYPE
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
BOUNDARY CHANNEL DR. PROFILE
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
Plotted By: RK&K - PDP4:31:13 PM
8/7/2020
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
PROJECT SHEET NO.
SURVEYED BY, DATE
DESIGN BY
SUBSURFACE UTILITY BY, DATE
Cell Revised 12/11/12
PROJECT MANAGER
5'
0'
0' 25'
Roadway Engineer
Fairfax, Virginia
Rummel, Klepper & Kahl, LLP
6587
P101, R201, C5016587-000-R89,
P101, R201, C5016587-000-R89,
Rummel, Klepper, & Kahl LLP, (703) 246-0028
Chris Barksdale P.E., (703) 259-2768 (NOVA)
Accumark, Inc. (703) 635-3060 (02/15/2019)
Brian P. Fletcher L.S., (703) 259-2355 (12/04/2018) (NOVA)
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
TO BE USED FOR ANY TYPE
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
Plotted By: RK&K - PDP4:31:16 PM
8/7/2020
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
PROJECT SHEET NO.
SURVEYED BY, DATE
DESIGN BY
SUBSURFACE UTILITY BY, DATE
Cell Revised 12/11/12
PROJECT MANAGER
5'
0'
0' 25'
Roadway Engineer
Fairfax, Virginia
Rummel, Klepper & Kahl, LLP
6587
P101, R201, C5016587-000-R89,
P101, R201, C5016587-000-R89,
Rummel, Klepper, & Kahl LLP, (703) 246-0028
Chris Barksdale P.E., (703) 259-2768 (NOVA)
Accumark, Inc. (703) 635-3060 (02/15/2019)
Brian P. Fletcher L.S., (703) 259-2355 (12/04/2018) (NOVA)
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
TO BE USED FOR ANY TYPE
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
Plotted By: RK&K - PDP4:31:20 PM
8/7/2020
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
PROJECT SHEET NO.
SURVEYED BY, DATE
DESIGN BY
SUBSURFACE UTILITY BY, DATE
Cell Revised 12/11/12
PROJECT MANAGER
5'
0'
0' 25'
Roadway Engineer
Fairfax, Virginia
Rummel, Klepper & Kahl, LLP
6587
P101, R201, C5016587-000-R89,
P101, R201, C5016587-000-R89,
Rummel, Klepper, & Kahl LLP, (703) 246-0028
Chris Barksdale P.E., (703) 259-2768 (NOVA)
Accumark, Inc. (703) 635-3060 (02/15/2019)
Brian P. Fletcher L.S., (703) 259-2355 (12/04/2018) (NOVA)
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
TO BE USED FOR ANY TYPE
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
Plotted By: RK&K - PDP4:31:24 PM
8/7/2020
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
PROJECT SHEET NO.
SURVEYED BY, DATE
DESIGN BY
SUBSURFACE UTILITY BY, DATE
Cell Revised 12/11/12
PROJECT MANAGER
5'
0'
0' 25'
Roadway Engineer
Fairfax, Virginia
Rummel, Klepper & Kahl, LLP
6587
P101, R201, C5016587-000-R89,
P101, R201, C5016587-000-R89,
Rummel, Klepper, & Kahl LLP, (703) 246-0028
Chris Barksdale P.E., (703) 259-2768 (NOVA)
Accumark, Inc. (703) 635-3060 (02/15/2019)
Brian P. Fletcher L.S., (703) 259-2355 (12/04/2018) (NOVA)
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
TO BE USED FOR ANY TYPE
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
ROUTE PROJECTSHEET NO.
8/7/2020
d116394_06.dgn
Plotted By: RK&K - PDP7:18:13 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
TO BE USED FOR ANY TYPE
Roadway Engineer
Fairfax, Virginia
Rummel, Klepper & Kahl, LLP
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
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
per VDOT project 0095-000-101
Limited Access Line
per VDOT project 0095-000-101
Limited Access Line
CF
FC
CF
FC
FC
C
FC
CF
CF
F
6
6
REFERENCES
( PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC. )
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)
UNITED STATES OF AMERICA
UNITED STATES OF AMERICA
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.
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
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
Plotted By: RK&K - PDP4:31:38 PM
8/7/2020
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
PROJECT SHEET NO.
SURVEYED BY, DATE
DESIGN BY
SUBSURFACE UTILITY BY, DATE
Cell Revised 12/11/12
PROJECT MANAGER
5'
0'
0' 25'
Roadway Engineer
Fairfax, Virginia
Rummel, Klepper & Kahl, LLP
6587
P101, R201, C5016587-000-R89,
P101, R201, C5016587-000-R89,
Rummel, Klepper, & Kahl LLP, (703) 246-0028
Chris Barksdale P.E., (703) 259-2768 (NOVA)
Accumark, Inc. (703) 635-3060 (02/15/2019)
Brian P. Fletcher L.S., (703) 259-2355 (12/04/2018) (NOVA)
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
TO BE USED FOR ANY TYPE
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
ROUTE PROJECTSHEET NO.
8/7/2020
d116394_07.dgn
Plotted By: RK&K - PDP7:18:25 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
TO BE USED FOR ANY TYPE
Roadway Engineer
Fairfax, Virginia
Rummel, Klepper & Kahl, LLP
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
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
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
7
7
REFERENCES
( PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC. )
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
Matchline See Sheet 05
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
ARLINGTON COUNTY, VIRGINIA
THE COUNTY BOARD OF
Truck Apron
Prop. Limited Access
Exist. R/W and
Prop. Limited Access
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
Plotted By: RK&K - PDP4:31:54 PM
8/7/2020
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
PROJECT SHEET NO.
SURVEYED BY, DATE
DESIGN BY
SUBSURFACE UTILITY BY, DATE
Cell Revised 12/11/12
PROJECT MANAGER
5'
0'
0' 25'
Roadway Engineer
Fairfax, Virginia
Rummel, Klepper & Kahl, LLP
6587
P101, R201, C5016587-000-R89,
P101, R201, C5016587-000-R89,
Rummel, Klepper, & Kahl LLP, (703) 246-0028
Chris Barksdale P.E., (703) 259-2768 (NOVA)
Accumark, Inc. (703) 635-3060 (02/15/2019)
Brian P. Fletcher L.S., (703) 259-2355 (12/04/2018) (NOVA)
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
TO BE USED FOR ANY TYPE
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
ROUTE PROJECTSHEET NO.
8/7/2020
d116394_08.dgn
Plotted By: RK&K - PDP4:32:04 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
TO BE USED FOR ANY TYPE
Roadway Engineer
Fairfax, Virginia
Rummel, Klepper & Kahl, LLP
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
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
per VDOT project 0095-000-101
Limited Access Line
CF
FC
CF
FC
C
FC
8
8
REFERENCES
( PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC. )
SUP Profile 8A
per VDOT project 0095-000-101
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
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
Easement
Temp. Construction
Easement
Temp. Costruciton
Use Path
10' Shared
I-395 S
B
VA.
8/7/2020
d116394_8a.dgn
Plotted By: RK&K - PDP4:32:08 PM
8/7/2020
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
PROJECT SHEET NO.
SURVEYED BY, DATE
DESIGN BY
SUBSURFACE UTILITY BY, DATE
Cell Revised 12/11/12
PROJECT MANAGER
5'
0'
0' 25'
Roadway Engineer
Fairfax, Virginia
Rummel, Klepper & Kahl, LLP
6587
P101, R201, C5016587-000-R89,
P101, R201, C5016587-000-R89,
Rummel, Klepper, & Kahl LLP, (703) 246-0028
Chris Barksdale P.E., (703) 259-2768 (NOVA)
Accumark, Inc. (703) 635-3060 (02/15/2019)
Brian P. Fletcher L.S., (703) 259-2355 (12/04/2018) (NOVA)
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
TO BE USED FOR ANY TYPE
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
ROUTE PROJECTSHEET NO.
8/7/2020
d116394_09.dgn
Plotted By: RK&K - PDP4:32:51 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
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
TO BE USED FOR ANY TYPE
Roadway Engineer
Fairfax, Virginia
Rummel, Klepper & Kahl, LLP
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
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
Concrete Jersey Wall
Concrete Jersey Wall
Sig
nMetal
Overhead
0.5' Conc. Curb
0.5' Conc. Curb
Metal Guardrail
Metal Guardrail
Concrete Jersey Wall
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
( PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC. )
DENOTES CONSTRUCTION LIMITS IN CUTS
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 =
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
Matc
hline See Sheet 04
Matc
hline See Sheet 05
Matchline S
ee Sheet 05
Matchline See Sheet 04
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
Matchline See Sheet 04
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