lee highway 110+00 210+00 200+00 100+00n. glebe road · 2019-02-22 · tr catv catv catv catv catv...
TRANSCRIPT
210+64.04
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BEGIN PROJECT
STA. 202+31.50
END PROJECT
STA. 208+90.00
BEGIN PROJECT
STA. 100+85.00
END PROJECT
STA. 110+00.00
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Designed:Drawn:Checked:
Plotted by:
Filename: D03S-01-Cover.dwgPath:
Engineering & Capital Projects DivisionEngineering Bureau
2100 Clarendon Boulevard, Suite 813Arlington, VA 22201
Phone: 703.228.3629Fax: 703.228.3606
DEPARTMENT OFENVIRONMENTAL SERVICES
Copyright © 2014 Arlington County Virginia - All Rights Reserved
Plotted: October 25, 2018mangellondono
Miss Utility Transmittal #:
Copyright © 2011 Arlington County Virginia - All Rights Reserved
Revised: 06/06/2011
DESIGN TEAM SUPERVISOR
CONSTRUCTION MANAGEMENT SUPERVISOR
WATER, SEWER STREETS BUREAU CHIEF
TRANSPORTATION DIRECTOR
PROJECT MANAGER
APPROVALS DATE
REVISIONS DATE
SEALSEAL
SHEET
SCALE:
Lee H
ighw
ay at N
. G
lebe Rd
Intersection Im
provem
ents
D03S
Lee Highway at N. Glebe Rd
PRO
JECT M
AN
AG
ER: JO
N LAW
LER, PE (703-228-3724)
SU
RVEYED
BY: ARLIN
GTO
N CO
UN
TY G
OV., D
ES D
ATE: D
ECEM
BER 22, 2008 TO
JU
NE 24, 2014
DESIG
NED
BY: RU
MM
EL, KLEPPER, &
KAH
L, LLP (703-246-0028)
SU
BSU
RFACE U
TILITY BY: ARLIN
GTO
N CO
UN
TY G
OV., D
ES D
ATE: D
ECEM
BER 22, 2008 TO
JU
NE 24, 2014
CO
VER SH
EET
1 of 46
ENGINEER
DEPARTMENT OF
ENVIRONMENTAL SERVICES
OWNER
DEPARTMENT OF
ENVIRONMENTAL SERVICES
Engineering and Capital Projects DivisionEngineering Bureau2100 Clarendon Boulevard, Suite 813, Arlington, VA 22201Phone: 703.228.3629 Fax: 703.228.3606 www.arlingtonva.usCopyright © 2011 Arlington County Virginia - All Rights Reserved
Transportation & Development DivisionTransportation Bureau2100 Clarendon Boulevard, Suite 900, Arlington, VA 22201Phone: 703.228.3629 Fax: 703.228.3606 www.arlingtonva.usCopyright © 2011 Arlington County Virginia - All Rights Reserved
Construction Drawings For:
Project Number:
RTE. 29 (LEE HIGHWAY)
At Rte. 120 (N. Glebe Road)
Project Type: INTERSECTION IMPROVEMENTS
D03S
SITE
0
GRAPHIC SCALE
500' 1000'
Location Map
Scale: 1" = 500'
Vicinity
As Noted
IJCIJCMJK
DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL
OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VIRGINIA
DEPARTMENT OF TRANSPORTATION.
THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE DEPARTMENT'S:
· ROAD AND BRIDGE SPECIFICATIONS, DATED 2016.
· ROAD AND BRIDGE STANDARDS, DATED 2016.
· VIRGINIA WORK AREA PROTECTION MANUAL, DATED 2011,
AND AS AMENDED BY CONTRACT PROVISIONS AND THE COMPLETE
ELECTRONIC PDF VERSION OF THE PLAN ASSEMBLY.
· MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), DATED 2009.
· VIRGINIA SUPPLEMENT TO THE 2009 MUTCD, DATED 2011.
ALL CURVES ARE TO BE SUPERELEVATED. TRANSITIONED AND WIDENED IN
ACCORDANCE WITH STANDARD TC-5.11ULS EXCEPT WHERE OTHERWISE NOTED.
MAINTENANCE RESPONSIBILITY WITHIN RIGHT OF WAY
LEE HIGHWAY: ALL PAVEMENT, SIDEWALK, DRAINAGE FACILITIES, CURB &
GUTTER, AND ADA RAMPS WITHIN THE RIGHT-OF-WAY ARE TO BE OWNED
AND MAINTAINED BY VDOT. ALL DRIVEWAYS ARE TO MAINTAINED BY THE
ABUTTING PROPERTY OWNER.
N. GLEBE ROAD: ALL PAVEMENT, SIDEWALK, DRAINAGE FACILITIES, CURB &
GUTTER, DRIVEWAYS, AND ADA RAMPS WITHIN THE RIGHT-OF-WAY ARE TO
BE OWNED AND MAINTAINED BY VDOT.
LANDSCAPED AREAS WILL BE MAINTAINED BY THE ADJOINING PROPERTY
OWNER.
NEW TRAFFIC SIGNAL AND STREET LIGHTS WILL BE MAINTAINED BY
ARLINGTON COUNTY.
STATE
FEDERAL AID
PROJECT ROUTE
STATE
PROJECT
SHEET
NO.
VA
0029-000-R08
1
FHWA 534 DATA 43103
29
AND
120
ADT
ADT
DHV
D (%)
T (%)
V (MPH) *
* See Plan and Profile Sheets for horizontal and vertical design speed data
URBAN PRINCIPAL ARTERIALS
35 MPH (FROM SR 309 TO LEE HWY)
30 MPH (FROM LEE HWY T0 1-66)
Lee Hwy (US 29)
Segment (From
SR 237 To N Glebe Rd)
22,000
N Glebe Rd Segment
(From SR 309 To Lee Hwy)
15,000
N Glebe Rd (VA 120)
Segment (From Lee Hwy
To I-66)
18,000
16,500
20,000
24,000
Lee Hwy Segment
(From N Glebe Rd
To SR 309)
URBAN PRINCIPAL ARTERIAL - 30 MPH
(2016)
(2026)
17,000
18,750
1,010
63.7%
1,230
51.7%
1%
700
50.1%
820
51.8%
* * *
FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA
1%2% 2%
ALL CONSTRUCTION TO BE
PERFORMED WITHIN EXISTING
RIGHT OF WAY.
STATE
PROJECT
NO.
SECTION
TYPE
CODE
FEDERAL AID
PROJECT NO.
UPC
NO.
LENGTH INCLUDING
BRIDGE(S)
FEET MILES
TYPE
PROJECT
DESCRIPTION
POPULATION 207,627 (2010 CENSUS)
NOTE: PROJECT LENGTH BASED ON CONSTRUCTION BASELINE
LENGTH EXCLUDING
BRIDGE(S)
FEET MILES
87157
Intersection ImprovementsP101
M501
0029-000 -
R08
PENG
87157
SFTY
1573.50
1573.50
0.298
0.298
Preliminary Engineering
Safety Related Work
TABLE OF CONTENTS
1 COVER SHEET
1A GENERAL NOTES
2-2A LEGEND AND DETAILS
3-3A EXISTING CONDITIONS
4 GEOMETRIC CONTROL PLAN
5-5B EROSION AND SEDIMENT CONTROL NOTES & DETAILS
6-6B EROSION AND SEDIMENT CONTROL PLAN - PHASE 1
6C-6E EROSION AND SEDIMENT CONTROL PLAN - PHASE 2
7A-7C DEMOLITION PLAN
8 PLAN SHEET (Glebe Rd Sta. 100+00 to Sta. 104+50)
8A UTILITY PLAN SHEET
9 PLAN SHEET (Glebe Rd Sta. 104+50 to Sta. 108+00)
9A UTILITY PLAN SHEET
10 PLAN SHEET (Glebe Rd Sta. 108+00 to Sta. 110+51.70)
10A-10B UTILITY PLAN SHEET & UNDERGROUND UTILITY TEST HOLE INFORMATION
11-11A PROFILE SHEET
12-12A TYPICAL SECTIONS
13 CURB RAMP DETAILS
14-14A DRIVEWAY DETAILS
15-15A TOP OF CURB PROFILES
16-16E EXISTING & PROPOSED DRAINAGE DIVIDES
17-17D EXISTING & PROPOSED STORM SEWER COMPUTATIONS
18-18A PROPOSED DRAINAGE DESCRIPTIONS
19-19B STORM SEWER PROFILES
20-20B STORMWATER MANAGEMENT NARRATIVE
20C-20E STORMWATER POLLUTION PREVENTION PLAN
21-21B SIGNAL PLANS AND DETAILS
22-22A STREETLIGHT PHOTOMETRIC PLANS
23-26 CROSS SECTIONS (LEE HIGHWAY)
27-33 CROSS SECTIONS (GLEBE ROAD)
34A-34C SIGNING AND PAVEMENT MARKING PLANS AND NOTES
35-41 MOT PLANS
42 NOT USED
43-43D LANDSCAPING PLANS
44 RETAINING WALL DETAILS
45 BUS SHELTER DETAILS
46A-46D WATER MAIN REPLACEMENT SHEETS
1573.50
1573.50
0.298
0.298
LOCALLY ADMINISTERED PROJECTS
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
NAME OF LOCALITY
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
NAME OF RESPONSIBLE LOCAL GOVERNMENT OFFICAL (TYPE)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
RECOMMENDED FOR APPROVAL FOR RIGHT OF WAY ACQUISITION
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
DATE TITLE OF POSITION
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
NAME OF RESPONSIBLE LOCAL GOVERNMENT OFFICAL (TYPE)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
RECOMMENDED FOR APPROVAL FOR CONSTRUCTION
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
DATE TITLE OF POSITION
TIER 1 PROJECT
ARLINGTON COUNTY
SWM Number: SWM18-0009
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BEGIN PROJECT
STA. 100+85.00
N
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NO
RTH
NO
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ALBEM
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7
EXISTING TEMPORARY
CONSTRUCTION EASEMENT
10
EXISTING TEMPORARY
CONSTRUCTION EASEMENT
EXISTING TEMPORARY
CONSTRUCTION EASEMENT
2A
EXIST. R/W
EXIST. R/W
EXIST. R/W
1
0
.0
'
10
EXISTING
TEMPORARY
CONSTRUCTION
EASEMENT
CONTRACTOR TO PROVIDE 5'
CONCRETE PAD ADJACENT
TO BUS STOP
STA. 202+31.50
END PROPOSED CURB.
TIE TO EXIST. CURB
AND SIDEWALK
EXIST. R/W
EXIST. R/W
6B
6B
6D
1
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1
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1A
1A
1A
DRIVEWAY
DETAIL 1
DRIVEWAY
DETAIL 9
DRIVEWAY
DETAIL 8
DRIVEWAY
DETAIL 7
DRIVEWAY
DETAIL 6
DRIVEWAY
DETAIL 5
DRIVEWAY
DETAIL 4
DRIVEWAY
DETAIL 3
1B
2
3
.5
'
3
4
.5
'
3
4
.5
'
2
3
.5
'
3
9
.5
'
EXISTING TEMPORARY
CONSTRUCTION EASEMENT
EXISTING TEMPORARY
CONSTRUCTION EASEMENT
6
6
8
.5
'
6E
5A
6B
6F
6A
6F
CURB RAMP
DETAIL 2-1
6B
6D
5A
BEGIN PROPOSED CURB.
TIE TO EXIST. CURB AND SIDEWALK
STA. 101+32.95
6G
9
6G
6G
6G
1B
1B
5
SEE DRIVEWAY DETAIL 1A
(SHEET 14)
CONSTRUCTION NOTES
1
1A
6
6C
4A
4B
NEW CURB AND GUTTER (C-2)
ARLINGTON COUNTY STANDARD (R-2.0)
NEW 6" HEADER CURB (C-3)
ARLINGTON COUNTY STANDARD (R-2.0)
INSTALL STD DROP INLET, DI-3C
VDOT ROAD & BRIDGE STANDARDS (104.09-104.10)
ASPHALT - MILL AND OVERLAY
ARLINGTON COUNTY STANDARD (R-1.3)
ASPHALT - FULL DEPTH REPLACEMENT
MATCH EXIST. BUILD UP - REUSE EXIST. SUBBASE
VDOT ROAD & BRIDGE STANDARDS (301.07)
2B
NEW HANDICAP RAMP (CG-12B MOD.)
VDOT ROAD & BRIDGE STANDARDS (203.07)
6B
REMOVE EXISTING STORM SEWER STRUCTURE
8
REMOVE EXISTING SIGNAL POLE.
SEE SHEET 18 FOR SIGNAL POLE INFORMATION.
2A
NEW HANDICAP RAMP (CG-12B)
VDOT ROAD & BRIDGE STANDARDS (203.07)
3
NEW COMMERCIAL DRIVEWAY ENTRANCE (STANDARD)
ARLINGTON COUNTY STANDARD (R-2.4A)
INSTALL STD DROP INLET, DI-3B
VDOT ROAD & BRIDGE STANDARDS (104.09-104.10)
6D
1B
NEW CURB AND GUTTER (CG-6)
VDOT ROAD & BRIDGE STANDARDS (201.03)
9
NEW 4" CONCRETE SIDEWALK
ARLINGTON COUNTY STANDARD (R-2.0)
INSTALL STD MANHOLE, MH-1 OR 2
VDOT ROAD & BRIDGE STANDARDS (106.03-106.07)
5
REPLACE EXISTING CONCRETE STEPS
ARLINGTON COUNTY STANDARD (R-3.0)
7
TRANSITION FROM 1.5' GUTTER TO 2' GUTTER
OVER 10-FT TRANSITION
10
NEW BUS STOP WITH BUS SHELTER
SEE DETAIL ON SHEET 45
NOTES:
1. CLEAN OUT ALL EXISTING STORM SEWER PIPES
WITHIN PROJECT LIMITS DURING CONSTRUCTION.
2. DIMENSIONS ARE TO FACE OF CURB UNLESS
OTHERWISE NOTED.
1C
NEW CONCRETE RAISED MEDIAN (MS-1)
VDOT ROAD & BRIDGE STANDARDS (202.02)
6E
REMOVE AND REPLACE EXISTING STRUCTURE TOP AT
PROPOSED GRADE
6F
INSTALL TRENCH DRAIN (SEE SHEET 18B FOR DETAILS)
5A
NEW ORNAMENTAL HANDRAIL
ARLINGTON COUNTY STANDARD (R-3.2)
6A
REMOVE OR PLUG AND ABANDON EXISTING STORM
SEWER PIPE
6G
INSTALL ST'D UNDERDRAIN, UD-4 VDOT ROAD &
BRIDGE STANDARD (108.06)
FULL DEPTH/ MILL & OVERLAY PAVEMENT LIMITS
STA 102+91.42
STA 102+75.88
STA 101+32.94
STA 104+10.65
STA 102+91.34
STA 103+22.83
STA 103+71.22
STA 102+81.00
STA 102+70.00
A
B
C
D
I
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G
F
E
12" W
12" W
6" W
6" W
6" W
concrete
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ex. 15" storm
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m
100+
00
N. G
LEBE RO
AD
(RO
UTE 120)
DESIG
N SPEED
= 30 M
PH
Designed:Drawn:Checked:
Plotted by:
Filename: D03S-08-10-Plan.dwgPath:
Engineering & Capital Projects DivisionEngineering Bureau
2100 Clarendon Boulevard, Suite 813Arlington, VA 22201
Phone: 703.228.3629Fax: 703.228.3606
DEPARTMENT OFENVIRONMENTAL SERVICES
Copyright © 2014 Arlington County Virginia - All Rights Reserved
Plotted: October 26, 2018marnone
Miss Utility Transmittal #:
Copyright © 2011 Arlington County Virginia - All Rights Reserved
Revised: 06/06/2011
DESIGN TEAM SUPERVISOR
CONSTRUCTION MANAGEMENT SUPERVISOR
WATER, SEWER STREETS BUREAU CHIEF
TRANSPORTATION DIRECTOR
PROJECT MANAGER
APPROVALS DATE
REVISIONS DATE
SEALSEAL
SHEET
SCALE:
Lee H
ighw
ay at N
. G
lebe Rd
Intersection Im
provem
ents
D03S
25' 50'0'
GRAPHIC SCALE
Lee Highway at N. Glebe Rd
PRO
JECT M
AN
AG
ER: JO
N LAW
LER, PE (703-228-3724)
SU
RVEYED
BY: ARLIN
GTO
N CO
UN
TY G
OV., D
ES D
ATE: D
ECEM
BER 22, 2008 TO
JU
NE 24, 2014
DESIG
NED
BY: RU
MM
EL, KLEPPER, &
KAH
L, LLP (703-246-0028)
SU
BSU
RFACE U
TILITY BY: ARLIN
GTO
N CO
UN
TY G
OV., D
ES D
ATE: D
ECEM
BER 22, 2008 TO
JU
NE 24, 2014
PLAN
SH
EET
8 of 46
1" = 25'
IJCIJCMJK
Asphalt - Mill & Overlay
Asphalt - Full Depth
Concrete
M
A
T
C
H
L
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N
E
S
T
A
. 1
0
4
+
5
0
-
S
E
E
S
H
E
E
T
9
REFERENCESGeometric Control Plan 4
Utility Relocation Plan 8A-10A
Roadway Profiles 11-11A
Typical Sections 12-12A
Curb Ramp Details 13
Driveway Details 14-14A
Drainage Descriptions 18-18A
Signal Plan 21
Signage and Pavement Marking Plan 33A-C
Bus Shelter Details 45
Water Main Relocation Plan 46A-46D
Brick
INSET A
SEE SHEETS 46A-46D FOR
INSERT VALVE DETAILS
SEE INSET A COORDINATE WITH DES - TRANSIT BUREAU AT 703-228-3049AT LEAST 4 WEEKS PRIOR TO COMMENCEMENT OF WORK IFTHERE ARE ANY IMPACTS TO TRANSIT STOPS OR ROUTES.IN THE CASE OF ANY SHELTER REMOVAL, PARTS SHOULDBE TRANSFERRED TO THE 1425 N. QUINCY ST. LOT.
NOTE: ALL TEMPORARY AND FINAL BUS TRAVEL LANESMUST BE MINIMUM 11' WIDE.
202+00
203+00
204+00
205+00
206+00
207+00
208+00
209+00
pavers
lsa
s
tp
ls
a
lsa
lsa
lsa
lsa
lsa
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VEPCO 626A
VEPCO 626B
VEPCO AB90
asphalt
asphalt
a
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asphalt
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GASGAS
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12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W12" W
12" W12" W
12"
W
12"
W
12" W
12" W
12" W
12" W12" W
1
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1
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1
2
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1
2
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W
W
8" S
8" S
8" S
8" S
8" S
8" S
8" S
8" S 8" S 8" S8" S
8" S
8" S
10" S10" S
10" S10" S
10" S10" S
3
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1734
1735
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4027
3961
4085
4088
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EX. 2008
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3902
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3878
3849
3842
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135.16'
164.66'
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6" W 6" W6" W
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vepco bb444
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4"
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OF A RESUBDIVISION OF LOTS 11-A THRU 22-A
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PART OF THE ORIGINAL
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D.B. 590, PG. 432
G
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concrete
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13
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10
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8
7
1
2
3
4
6
5
18
17
19
2
3
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1
4
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rm
15" storm
1
5
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s
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m
1
5
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s
t
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m
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3
0
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s
to
r
m
15" s
torm
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21
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24
1
8
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to
rm
L
O
W
L
O
W
LO
W
LO
W
LO
WLO
W
LOW
LOW
L
O
W
L
O
W
L
O
W
L
O
W
L
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L
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L
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L
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L
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L
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L
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L
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L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
LOW
LO
W
LOW
LOWLOW
LOWLOW
LOW
LOW
LOWLOW
LOWLOW
LOWLOW
LOW LO
W
LOWLOW
LO
WLO
WLO
WLO
WLO
W
LOW
LOW
LOW
LOW
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
LOW
L
O
W
LOWLOW
LOWLOW
LOWLOW
LOW
L
O
W
LOW
LOW
LO
W
LOW
L
O
W
L
O
W
L
O
W
LOW
LO
W
LOWLOW
LO
W
LOWLOW
L
O
W
LO
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
LOWLOW
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
LEE HIGHWAY (ROUTE 29)
DESIGN SPEED = 30 MPH
LEE HIGHWAY B
L
PI =
203+
63.08
202+00
203+00
204+00
205+00
206+00
207+00
208+00
209+00
P
I
=
1
0
6
+
4
5
.8
7
1
0
4
+
0
0
1
0
5
+
0
0
1
0
6
+
0
0
1
0
7
+
0
0
1
0
8
+
0
0
N. GLEBE ROAD B
L
1B
3
3
3
3
3
3
3
3
3
3
3
BEGIN PROJECT
STA. 202+31.50
LEE HIGHWAY B STA. 204+04.01 =
N. GLEBE RD B STA. 106+15.63
L
L
END PROPOSED CURB.
TIE TO EXIST. CURB AND SIDEWALK
STA. 205+79.05
END PROJECT
STA. 208+90.00
1
1
1
8
.5
'
5
.5
'
6
.5
'
1A
1A
1A
1A
1A
6.5'
9.5'
6.5'
8.5'
1A
9
.0
'
3
.0
'
6
.0
'
6
.5
'
5
7
7
7
7
N
.
G
L
E
B
E
R
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A
D
(
R
O
U
T
E
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2
0
)
D
E
S
I
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S
P
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D
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3
5
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P
H
N
.
G
L
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R
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A
D
(
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T
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2
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S
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S
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4A
4A
4A
4A
4B
4B
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4A
4A
4B
9
9
9
9
2A
2A
2B
2B
9
9
9
9
9
4A
4A
NO
RTH
ALBEM
ARLE STREET
EXISTING TEMPORARY
CONSTRUCTION EASEMENT
10
EXISTING TEMPORARY
CONSTRUCTION EASEMENT
EXISTING TEMPORARY
CONSTRUCTION EASEMENT
2A
EXIST. R/W
9
9
9
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
10
EXIST. R/W
8.5'
1
0
.0
'
10
BEGIN PROPOSED CURB.
TIE TO EXIST. CURB
AND SIDEWALK
STA. 202+31.50
END PROPOSED CURB.
TIE TO EXIST. CURB
AND SIDEWALK
EXIST. R/W
6C
6C
6B
6B
6B
6B
6D
6D
6B
6D
NO
RTH
ALBEM
ARLE
STREET
L
M
F
G
H
I
J
N
A
B
C
D
E
BEGIN PROPOSED CURB.
TIE TO EXIST. CURB AND SIDEWALK
STA. 203+00.00
1
1B
1B
1B
G
DRIVEWAY
DETAIL 1
DRIVEWAY
DETAIL 18
DRIVEWAY
DETAIL 17
DRIVEWAY
DETAIL 13
DRIVEWAY
DETAIL 12
DRIVEWAY
DETAIL 11
DRIVEWAY
DETAIL 10
DRIVEWAY
DETAIL 9
DRIVEWAY
DETAIL 4
DRIVEWAY
DETAIL 3
DRIVEWAY
DETAIL 2
REPLACE EXIST. SIDEWALK
TO BUILDING FACE
2
3
.5
'
3
4
.5
'
2
4
.0
'
3
4
.0
'
2
4
.0
'
Station=107+54.64
Offset=-34.00'
23.3'
38.8'
23.8'
11.5'
38.3'
EXISTING TEMPORARY
CONSTRUCTION EASEMENT
EXISTING TEMPORARY
CONSTRUCTION EASEMENT
EXISTING TEMPORARY
CONSTRUCTION EASEMENT
CONSTRUCTION EASEMENT
EXISTING TEMPORARY
CONSTRUCTION EASEMENT
6
1C
1A
1A
1A
6E
5.9'
6E
6E
6F
6A
6F
6
6D
6
6A
6
6A
6
6
N
O
R
T
H
A
L
B
E
M
A
R
L
E
S
T
R
E
E
T
CURB RAMP
DETAIL 1-3
CURB RAMP
DETAIL 1-2
CURB RAMP
DETAIL 1-1
CURB RAMP
DETAIL 1-4
CURB RAMP
DETAIL 3-1
6B
6D
6B
6D
5A
6A
6G
6G
1
1
6G
9
6G
6G
6G
INSTALL ST'D
DROP INLET DI-2B
6G
6G
1
O
5
SEE DRIVEWAY DETAIL 1A
(SHEET 14)
K
CONSTRUCTION NOTES
1
1A
6
6C
4A
4B
NEW CURB AND GUTTER (C-2)
ARLINGTON COUNTY STANDARD (R-2.0)
NEW 6" HEADER CURB (C-3)
ARLINGTON COUNTY STANDARD (R-2.0)
INSTALL STD DROP INLET, DI-3C
VDOT ROAD & BRIDGE STANDARDS (104.09-104.10)
ASPHALT - MILL AND OVERLAY
ARLINGTON COUNTY STANDARD (R-1.3)
ASPHALT - FULL DEPTH REPLACEMENT
MATCH EXIST. BUILD UP - REUSE EXIST. SUBBASE
VDOT ROAD & BRIDGE STANDARDS (301.07)
2B
NEW HANDICAP RAMP (CG-12B MOD.)
VDOT ROAD & BRIDGE STANDARDS (203.07)
6B
REMOVE EXISTING STORM SEWER STRUCTURE
8
REMOVE EXISTING SIGNAL POLE.
SEE SHEET 18 FOR SIGNAL POLE INFORMATION.
2A
NEW HANDICAP RAMP (CG-12B)
VDOT ROAD & BRIDGE STANDARDS (203.07)
3
NEW COMMERCIAL DRIVEWAY ENTRANCE (STANDARD)
ARLINGTON COUNTY STANDARD (R-2.4A)
INSTALL STD DROP INLET, DI-3B
VDOT ROAD & BRIDGE STANDARDS (104.09-104.10)
6D
1B
NEW CURB AND GUTTER (CG-6)
VDOT ROAD & BRIDGE STANDARDS (201.03)
9
NEW 4" CONCRETE SIDEWALK
ARLINGTON COUNTY STANDARD (R-2.0)
INSTALL STD MANHOLE, MH-1 OR 2
VDOT ROAD & BRIDGE STANDARDS (106.03-106.07)
5
REPLACE EXISTING CONCRETE STEPS
ARLINGTON COUNTY STANDARD (R-3.0)
7
TRANSITION FROM 1.5' GUTTER TO 2' GUTTER
OVER 10-FT TRANSITION
10
NEW BUS STOP WITH BUS SHELTER
SEE DETAIL ON SHEET 45
NOTES:
1. CLEAN OUT ALL EXISTING STORM SEWER PIPES
WITHIN PROJECT LIMITS DURING CONSTRUCTION.
2. DIMENSIONS ARE TO FACE OF CURB UNLESS
OTHERWISE NOTED.
1C
NEW CONCRETE RAISED MEDIAN (MS-1)
VDOT ROAD & BRIDGE STANDARDS (202.02)
6E
REMOVE AND REPLACE EXISTING STRUCTURE TOP AT
PROPOSED GRADE
6F
INSTALL TRENCH DRAIN (SEE SHEET 18B FOR DETAILS)
5A
NEW ORNAMENTAL HANDRAIL
ARLINGTON COUNTY STANDARD (R-3.2)
6A
REMOVE OR PLUG AND ABANDON EXISTING STORM
SEWER PIPE
6G
INSTALL ST'D UNDERDRAIN, UD-4 VDOT ROAD &
BRIDGE STANDARD (108.06)
FULL DEPTH/ MILL & OVERLAY PAVEMENT LIMITS
STA 105+70.58
STA 203+67.17
STA 105+70.58
STA 105+86.44
A
B
C
D
STA 204+46.06
STA 204+35.99
STA 106+73.99
STA 106+55.61
E
F
G
H
STA 203+59.94
STA 106+70.58
STA 208+57.44
STA 203+44.48
I
J
K
L
STA 208+74.42
STA 202+67.00
M
N
STA 204+38.45O
210+00
210+64.04
W
W
W
210+00
210+64.04
LEE HIGHWAY (ROUTE 29)
DESIGN SPEED = 30 MPH
201+00
GAS
12" W12" W
8" S
8" S
8" S
1736
4112
4097
D
D
6" W
6" W
GAS
UGT
UGTUGT
8
"
S
8
"
S
#4775,#4767,#4765,#4763,#4757
concrete
8" S8" S
8" S8" S
8" S
e
x
.
1
5
"
s
t
o
r
m
UGT
UGT
201+00
LEE HIGHWAY (ROUTE 29)
DESIGN SPEED = 30 MPH
N
.
B
U
C
H
A
N
A
N
S
T
.
Designed:Drawn:Checked:
Plotted by:
Filename: D03S-08-10-Plan.dwgPath:
Engineering & Capital Projects DivisionEngineering Bureau
2100 Clarendon Boulevard, Suite 813Arlington, VA 22201
Phone: 703.228.3629Fax: 703.228.3606
DEPARTMENT OFENVIRONMENTAL SERVICES
Copyright © 2014 Arlington County Virginia - All Rights Reserved
Plotted: October 26, 2018marnone
Miss Utility Transmittal #:
Copyright © 2011 Arlington County Virginia - All Rights Reserved
Revised: 06/06/2011
DESIGN TEAM SUPERVISOR
CONSTRUCTION MANAGEMENT SUPERVISOR
WATER, SEWER STREETS BUREAU CHIEF
TRANSPORTATION DIRECTOR
PROJECT MANAGER
APPROVALS DATE
REVISIONS DATE
SEALSEAL
SHEET
SCALE:
Lee H
ighw
ay at N
. G
lebe Rd
Intersection Im
provem
ents
D03S
25' 50'0'
GRAPHIC SCALE
Lee Highway at N. Glebe Rd
PRO
JECT M
AN
AG
ER: JO
N LAW
LER, PE (703-228-3724)
SU
RVEYED
BY: ARLIN
GTO
N CO
UN
TY G
OV., D
ES D
ATE: D
ECEM
BER 22, 2008 TO
JU
NE 24, 2014
DESIG
NED
BY: RU
MM
EL, KLEPPER, &
KAH
L, LLP (703-246-0028)
SU
BSU
RFACE U
TILITY BY: ARLIN
GTO
N CO
UN
TY G
OV., D
ES D
ATE: D
ECEM
BER 22, 2008 TO
JU
NE 24, 2014
PLAN
SH
EET
9 of 46
1" = 25'
IJCIJCMJK
Asphalt - Mill & Overlay
Asphalt - Full Depth
Concrete
M
A
T
C
H
L
I
N
E
S
T
A
. 1
0
4
+
5
0
-
S
E
E
S
H
E
E
T
8
M
A
T
C
H
L
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S
T
A
. 1
0
8
+
0
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-
S
E
E
S
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E
E
T
1
0
REFERENCESGeometric Control Plan 4
Utility Relocation Plan 8A-10A
Roadway Profiles 11-11A
Typical Sections 12-12A
Curb Ramp Details 13
Driveway Details 14-14A
Drainage Descriptions 18-18A
Signal Plan 21
Signage and Pavement Marking Plan 33A-C
Bus Shelter Details 45
Water Main Relocation Plan 46A-46D
SE
E IN
SE
T C
SE
E IN
SE
T B
INSET B
SEE SHEETS 46A-46D FOR
INSERT VALVE DETAILS
INSET C
SEE SHEETS 46A-46B FOR
INSERT VALVE DETAILS
COORDINATE WITH DES - TRANSIT BUREAU AT 703-228-3049AT LEAST 4 WEEKS PRIOR TO COMMENCEMENT OF WORK IFTHERE ARE ANY IMPACTS TO TRANSIT STOPS OR ROUTES.IN THE CASE OF ANY SHELTER REMOVAL, PARTS SHOULDBE TRANSFERRED TO THE 1425 N. QUINCY ST. LOT.
NOTE: ALL TEMPORARY AND FINAL BUS TRAVEL LANESMUST BE MINIMUM 11' WIDE.
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L
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110+51.70
1
0
8
+
0
0
1
0
9
+
0
0
1
1
0
+
0
0
N. GLEBE ROAD B
L
3
3
3
3
3
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R
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A
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S
I
G
N
S
P
E
E
D
=
3
5
M
P
H
3
.0
'
6
.0
'
6.5'
END PROPOSED CURB.
TIE TO EXIST. CURB, SIDEWALK,
AND STORM DRAIN INLET
STA. 108+76.52
END PROJECT
STA. 110+00.00
N
.
G
L
E
B
E
R
O
A
D
(
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T
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2
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4A
7
7
9
9
9
9
4A
4A
4B
EXIST. R/W
EXIST. R/W
EXIST. R/W
EXIST. R/W
A
DRIVEWAY
DETAIL 18
DRIVEWAY
DETAIL 17
DRIVEWAY
DETAIL 16
DRIVEWAY
DETAIL 15
DRIVEWAY
DETAIL 14
3
.0
'
6
.0
'
END PROPOSED CURB.
TIE TO EXIST. CURB
STA. 110+00.00
2
4
.0
'
2
8
.2
'
Station=107+54.64
Offset=-34.00'
Station=108+67.83
Offset=-27.70'
EXISTING TEMPORARY
CONSTRUCTION EASEMENT
END DEMO. OF EXISTING MEDIAN.
CONSTRUCT MEDIAN NOSE TO
MATCH EXISTING.
1A
1A
1A
1A
CONNECT PROP. HEADER CURB
TO EXISTING ISLAND CURB
6E
6G
1
1
6G
6G
1
1
CONSTRUCTION NOTES
1
1A
6
6C
4A
4B
NEW CURB AND GUTTER (C-2)
ARLINGTON COUNTY STANDARD (R-2.0)
NEW 6" HEADER CURB (C-3)
ARLINGTON COUNTY STANDARD (R-2.0)
INSTALL STD DROP INLET, DI-3C
VDOT ROAD & BRIDGE STANDARDS (104.09-104.10)
ASPHALT - MILL AND OVERLAY
ARLINGTON COUNTY STANDARD (R-1.3)
ASPHALT - FULL DEPTH REPLACEMENT
MATCH EXIST. BUILD UP - REUSE EXIST. SUBBASE
VDOT ROAD & BRIDGE STANDARDS (301.07)
2B
NEW HANDICAP RAMP (CG-12B MOD.)
VDOT ROAD & BRIDGE STANDARDS (203.07)
6B
REMOVE EXISTING STORM SEWER STRUCTURE
8
REMOVE EXISTING SIGNAL POLE.
SEE SHEET 18 FOR SIGNAL POLE INFORMATION.
2A
NEW HANDICAP RAMP (CG-12B)
VDOT ROAD & BRIDGE STANDARDS (203.07)
3
NEW COMMERCIAL DRIVEWAY ENTRANCE (STANDARD)
ARLINGTON COUNTY STANDARD (R-2.4A)
INSTALL STD DROP INLET, DI-3B
VDOT ROAD & BRIDGE STANDARDS (104.09-104.10)
6D
1B
NEW CURB AND GUTTER (CG-6)
VDOT ROAD & BRIDGE STANDARDS (201.03)
9
NEW 4" CONCRETE SIDEWALK
ARLINGTON COUNTY STANDARD (R-2.0)
INSTALL STD MANHOLE, MH-1 OR 2
VDOT ROAD & BRIDGE STANDARDS (106.03-106.07)
5
REPLACE EXISTING CONCRETE STEPS
ARLINGTON COUNTY STANDARD (R-3.0)
7
TRANSITION FROM 1.5' GUTTER TO 2' GUTTER
OVER 10-FT TRANSITION
10
NEW BUS STOP WITH BUS SHELTER
SEE DETAIL ON SHEET 45
NOTES:
1. CLEAN OUT ALL EXISTING STORM SEWER PIPES
WITHIN PROJECT LIMITS DURING CONSTRUCTION.
2. DIMENSIONS ARE TO FACE OF CURB UNLESS
OTHERWISE NOTED.
1C
NEW CONCRETE RAISED MEDIAN (MS-1)
VDOT ROAD & BRIDGE STANDARDS (202.02)
6E
REMOVE AND REPLACE EXISTING STRUCTURE TOP AT
PROPOSED GRADE
6F
INSTALL TRENCH DRAIN (SEE SHEET 18B FOR DETAILS)
5A
NEW ORNAMENTAL HANDRAIL
ARLINGTON COUNTY STANDARD (R-3.2)
6A
REMOVE OR PLUG AND ABANDON EXISTING STORM
SEWER PIPE
6G
INSTALL ST'D UNDERDRAIN, UD-4 VDOT ROAD &
BRIDGE STANDARD (108.06)
FULL DEPTH/ MILL & OVERLAY PAVEMENT LIMITS
STA 108+71.66A
Designed:Drawn:Checked:
Plotted by:
Filename: D03S-08-10-Plan.dwgPath:
Engineering & Capital Projects DivisionEngineering Bureau
2100 Clarendon Boulevard, Suite 813Arlington, VA 22201
Phone: 703.228.3629Fax: 703.228.3606
DEPARTMENT OFENVIRONMENTAL SERVICES
Copyright © 2014 Arlington County Virginia - All Rights Reserved
Plotted: October 26, 2018marnone
Miss Utility Transmittal #:
Copyright © 2011 Arlington County Virginia - All Rights Reserved
Revised: 06/06/2011
DESIGN TEAM SUPERVISOR
CONSTRUCTION MANAGEMENT SUPERVISOR
WATER, SEWER STREETS BUREAU CHIEF
TRANSPORTATION DIRECTOR
PROJECT MANAGER
APPROVALS DATE
REVISIONS DATE
SEALSEAL
SHEET
SCALE:
Lee H
ighw
ay at N
. G
lebe Rd
Intersection Im
provem
ents
D03S
25' 50'0'
GRAPHIC SCALE
Lee Highway at N. Glebe Rd
PRO
JECT M
AN
AG
ER: JO
N LAW
LER, PE (703-228-3724)
SU
RVEYED
BY: ARLIN
GTO
N CO
UN
TY G
OV., D
ES D
ATE: D
ECEM
BER 22, 2008 TO
JU
NE 24, 2014
DESIG
NED
BY: RU
MM
EL, KLEPPER, &
KAH
L, LLP (703-246-0028)
SU
BSU
RFACE U
TILITY BY: ARLIN
GTO
N CO
UN
TY G
OV., D
ES D
ATE: D
ECEM
BER 22, 2008 TO
JU
NE 24, 2014
PLAN
SH
EET
10 of 46
1" = 25'
IJCIJCMJK
Asphalt - Mill & Overlay
Asphalt - Full Depth
Concrete
M
A
T
C
H
L
I
N
E
S
T
A
. 1
0
8
+
0
0
-
S
E
E
S
H
E
E
T
9
REFERENCESGeometric Control Plan 4
Utility Relocation Plan 8A-10A
Roadway Profiles 11-11A
Typical Sections 12-12A
Curb Ramp Details 13
Driveway Details 14-14A
Drainage Descriptions 18-18A
Signal Plan 21
Signage and Pavement Marking Plan 33A-C
Bus Shelter Details 45
Water Main Relocation Plan 46A-46D
COORDINATE WITH DES - TRANSIT BUREAU AT 703-228-3049AT LEAST 4 WEEKS PRIOR TO COMMENCEMENT OF WORK IFTHERE ARE ANY IMPACTS TO TRANSIT STOPS OR ROUTES.IN THE CASE OF ANY SHELTER REMOVAL, PARTS SHOULDBE TRANSFERRED TO THE 1425 N. QUINCY ST. LOT.
NOTE: ALL TEMPORARY AND FINAL BUS TRAVEL LANESMUST BE MINIMUM 11' WIDE.
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E
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D
(
R
O
U
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E
1
2
0
)
TIE TO
EXISTING
MARKINGS
TIE TO EXISTING
MARKINGS
N. GLEBE ROAD B
L
N
. G
L
E
B
E
R
O
A
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ARLE STREET
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A
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A
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A
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AY
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R
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DS
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T
R
D
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N
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B
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R
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BU
S
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1
5
R
E
T
A
IN
R
E
T
A
IN
R
E
T
A
IN
R
E
T
A
IN
RELOCATE
R
E
L
O
C
A
T
E
R
E
L
O
C
A
T
E
R
E
L
O
C
A
T
E
R
E
L
O
C
A
T
E
(
B
Y
O
T
H
E
R
S
)
R
E
L
O
C
A
T
E
RETAIN
R
E
T
A
IN
R
E
T
A
IN
R
E
T
A
IN
FALLS CHURCH
ALEXANDRIA
CHAIN B
RIDGE
RELOCATE
(BY OTH
ERS)
A
I
B
A
B
C
B
I
I
B
K
K
H
RELO
CATE
29
120
29
SO
UT
H
NO
RT
H
NO
RT
H
R
E
L
O
C
A
T
E
TO
WIN
G E
NF
OR
CE
D
DU
RIN
G E
ME
RG
EN
CY
NO
PA
RK
ING
OR
IMP
ED
ING
TR
AF
FIC
FLO
W
SN
OW
EM
ER
GE
NC
Y
RO
UT
E
If Towed Call
Al's Towing & Storage
703-790-1156
ONLY
RETAIN &
RESET
If T
ow
ed C
all
CU
ST
O
M
ER
P
AR
KIN
G
O
NLY
Non-E
m
ergency P
olice
703-588-2222
Al's T
ow
ing &
S
torage
703-790-1156
NO
O
VE
RN
IG
HT
O
R C
O
M
M
UT
ER
P
AR
KIN
G
VIO
LA
TO
RS
T
OW
ED
A
T
OW
NE
R'S
R
IS
K &
E
XP
EN
SE
24 H
O
UR
S
7 D
AY
S
A W
EE
K
R
E
T
A
IN
&
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E
S
E
T
(
C
A
R
S
T
O
W
E
D
S
IG
N
)
B
C
A
C
A
2
2
.0
'
2
2
.0
'
1
8
.0
'
2
2
.0
'
A
A
A
(typ)
(typ)
(typ)
STALL MARKING LOCATION
8
.5
'
1
8
.0
'
A
N. ALBEM
ARLE
STREET
K
REM
OVE
REM
OVE
R
E
M
O
V
E
1
1
.0
'
1
2
0
' S
O
L
I
D
1
0
0
' S
O
L
I
D
1
2
0
' D
A
S
H
E
D
1
1
.0
'
1
1
.0
'
1
2
0
.0
'
1
2
0
.0
'
C
Designed:Drawn:Checked:
Plotted by:
Filename: D03S-34-Signage_and_Striping.dwgPath:
Engineering & Capital Projects DivisionEngineering Bureau
2100 Clarendon Boulevard, Suite 813Arlington, VA 22201
Phone: 703.228.3629Fax: 703.228.3606
DEPARTMENT OFENVIRONMENTAL SERVICES
Copyright © 2014 Arlington County Virginia - All Rights Reserved
Plotted: October 26, 2018marnone
Miss Utility Transmittal #:
Copyright © 2011 Arlington County Virginia - All Rights Reserved
Revised: 06/06/2011
DESIGN TEAM SUPERVISOR
CONSTRUCTION MANAGEMENT SUPERVISOR
WATER, SEWER STREETS BUREAU CHIEF
TRANSPORTATION DIRECTOR
PROJECT MANAGER
APPROVALS DATE
REVISIONS DATE
SEALSEAL
SHEET
SCALE:
Lee H
ighw
ay at N
. G
lebe Rd
Intersection Im
provem
ents
D03S
25' 50'0'
GRAPHIC SCALE
Lee Highway at N. Glebe Rd
PRO
JECT M
AN
AG
ER: JO
N LAW
LER, PE (703-228-3724)
SU
RVEYED
BY: ARLIN
GTO
N CO
UN
TY G
OV., D
ES D
ATE: D
ECEM
BER 22, 2008 TO
JU
NE 24, 2014
DESIG
NED
BY: RU
MM
EL, KLEPPER, &
KAH
L, LLP (703-246-0028)
SU
BSU
RFACE U
TILITY BY: ARLIN
GTO
N CO
UN
TY G
OV., D
ES D
ATE: D
ECEM
BER 22, 2008 TO
JU
NE 24, 2014
SIG
NIN
G AN
D PAVEM
EN
T M
ARKIN
G
PLAN
S AN
D N
OTES
34A of 46
1" = 25'
IJCIJCMJK
M
A
T
C
H
L
I
N
E
S
T
A
. 1
0
4
+
5
0
-
S
E
E
S
H
E
E
T
3
4
B
HIGH VISIBILITY CROSSWALK
10'
2.0' 2.0'
SIGNING LEGEND
EXISTING SIGN TO
REMAIN
EXISTING SIGN TO BE
REMOVED
PROPOSED SIGN
TYPE B CLASS 1......, WHITE 4" WIDTH
STANDARD PAVEMENT MARKING LEGEND:
TYPE B CLASS 1......, WHITE 4" WIDTH, 10' LONG, 30' SPACING
TYPE B CLASS 1......, WHITE 4" WIDTH, 2' LONG, 4' SPACING
TYPE B CLASS 1......, WHITE 18" WIDTH
TYPE B CLASS 1......, YELLOW 4" WIDTH
TYPE B CLASS 1......, YELLOW 4" WIDTH, DOUBLE LINE, 4" SPACING
TYPE B CLASS 1......, WHITE 24" WIDTH
H
A B C
D
E
I
L
M
TYPE B CLASS 1......, WHITE 12" WIDTH, 20' SPACING @ 45 DEGREE
TYPE B CLASS 1......, WHITE 24" WIDTH, YIELD
N TYPE B CLASS 1......, WHITE 24" WIDTH, YIELD RAISED CROSSWALK
TYPE B CLASS 1......, WHITE SINGLE ARROWK
TYPE B CLASS 1......, WHITE SHARED LANE BICYCLE SYMBOLOP TYPE B CLASS 1......, YELLOW 12" WIDTH, 20' SPACING @ 45 DEGREE
TYPE B CLASS 1......, WHITE 6" WIDTH FTYPE B CLASS 1......, WHITE 6" WIDTH, 2' LONG, 10' SPACING G
BUS STOP
LEGENDEXISTING PROPOSED
FIRE HYDRANT
PARKING METER
SIGN
SIGN AND PAVEMENT MARKING NOTES:1. STREET WIDTH MEASUREMENTS ARE FROM FACE OF CURB TO FACE OF CURB. LANES ARE
MEASURED FROM CENTER OF MARKING TO CENTER OF MARKING.
2. CONTACT DENNIS HOWELL OR HIS DESIGNEE AT 703-226-6598 OR 571-437-1077 TO
APPROVE MARKING LAYOUT 48 HRS PRIOR TO INSTALLATION OF MARKINGS.
3. PAVEMENT MARKINGS TO BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES AND ANY REVISIONS HERE TO.
4. ALL MARKINGS SHALL BE THERMOPLASTIC.
5. STOP BARS SHALL BE A MINIMUM OF 4' IN ADVANCE OF A MARKED CROSSWALK. IF THERE
IS NO MARKED CROSSWALK, STOP BAR SHALL BE NO MORE THAN 30' FROM THE NEAREST
EDGE OF THE INTERSECTED TRAVELED WAY.
6. CROSSWALKS SHALL BE 10' WIDE UNLESS OTHERWISE NOTED.
7. LEFT TURN ARROWS SHALL BE LOCATED 50' BACK FROM STOP BAR.
8. ON-STREET PARKING LANE IS 7' WIDE (UNLESS OTHERWISE NOTED) AND MARKED WITH 4"
WIDE WHITE LINES. BEGINNING AND END OF PARKING SHALL BE MARKED WITH AN END
LINE PERPENDICULAR TO CURB EXCEPT AT NUBS OR WHERE OTHERWISE INDICATED.
9. SHARED LANE MARKINGS SHALL BE PLACED IN CENTER OF LANE. 250' APART UNLESS
OTHERWISE SPECIFIED.
10. BIKE LANE SYMBOLS TO BE PLACED 330' APART UNLESS OTHERWISE SPECIFIED.
11. CROSSWALK STRIPES SHALL BE SITUATED OUTSIDE OF THE EXPECTED VEHICULAR
WHEELPATHS FOR THROUGH LANES.
COORDINATE WITH DES - TRANSIT BUREAU AT 703-228-3049AT LEAST 4 WEEKS PRIOR TO COMMENCEMENT OF WORK IFTHERE ARE ANY IMPACTS TO TRANSIT STOPS OR ROUTES.IN THE CASE OF ANY SHELTER REMOVAL, PARTS SHOULDBE TRANSFERRED TO THE 1425 N. QUINCY ST. LOT.
NOTE:1. ALL TEMPORARY AND FINAL BUS TRAVEL LANES
MUST BE MINIMUM 11' WIDE.2. CONTRACTOR TO AVOID PLACING HIGH DENSITY
CROSSWALK STRIPING WITHIN VEHICLE WHEELPATHS.
bus stop
Metro 29 Diner
exxon
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Easement for
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Inst. #20140100000160
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LEE HIGHWAY (ROUTE 29)
LEE HIGHWAY B
L
PI =
203+
63.08
202+00
203+00
204+00
205+00
206+00
207+00
208+00
209+00
P
I
=
1
0
6
+
4
5
.8
7
104+00
1
0
5
+
0
0
1
0
6
+
0
0
1
0
7
+
0
0
1
0
8
+
0
0
N. GLEBE ROAD B
L
1
0
.5
'
1
1
.5
'
1
1
.0
'
1
1
.0
'
1
1
.0
'
1
1
.0
'
1
1
.0
'
1
0
.5
'
1
1
.5
'
1
1
.0
'
1
1
.0
'
1
1
.0
'
1
0
.5
'
1
1
.5
'
1
1
.0
'
N. GLEBE ROAD B
L
N
.
G
L
E
B
E
R
O
A
D
(
R
O
U
T
E
1
2
0
)
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.
G
L
E
B
E
R
O
A
D
(
R
O
U
T
E
1
2
0
)
LEE HIGHWAY
(ROUTE 29)
10.5'
11.0'
10.8'
LEE HIGHWAY B
L
TIE TO EXISTING
MARKINGS
N. ALBEM
ARLE STREET
O
N
E
W
A
Y
ONE WAY
BU
S
ST
OP
BUS
STOP
BU
S
ST
OP
BU
S
ST
O
P
S
T
O
P
RE
SE
RV
ED
PA
RK
IN
G
M
A
X
IM
U
M
S
A
F
E
S
P
E
E
D
1
5
FA
LLS
C
HU
RC
H
ALE
XA
ND
RIA
CH
AIN
B
RID
GE
RETAIN
RETAIN
RETAIN
R
E
T
A
I
N
RELOCATE
R
E
L
O
C
A
T
E
(
B
Y
O
T
H
E
R
S
)
RETAIN
RELOCATE
(BY OTHERS)
FALLS CHURCH
ALEXANDRIA
RELOCATE
(BY OTH
ERS)
N
.
A
L
B
E
M
A
R
L
E
S
T
R
E
E
T
R
E
LO
C
A
T
E
(B
Y
O
T
H
E
R
S
)
RELO
CATE
SEE S
HEET
33C
RELO
CATE
R
E
LO
C
A
T
E
S
IG
N
F
R
O
M
3
3
B
A
I
B
A
B
B
I
I
I
C
C
A
A
A
K
K
K
K
A
E
E
E
E
E
E
E
E
(typ)
(typ)
(typ)
(typ)
H
H
A
H
H
B
B
B
11.0'
10.9'
10.3'
S
P
E
E
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IT
35
29
120
NO
RT
HS
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120
SO
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H
RETAIN
R
E
L
O
C
A
T
E
RELOCATE
If Towed Call
McEnearney
Associates
REALTORS
RESERVED
PARKING
Al's Towing & Storage
703-790-1156
RETAIN &
RESET
COMPACT
CARS
ONLY
RETAIN &
RESET
F
A
C
10.5'
10.8'
B
B
H
H
K
A
C
C
TIE TO EXISTING
MARKINGS
A
8
.0
'
2
2
.0
'
2
2
.0
'
1
8
.0
'
2
2
.0
'
A
A
(typ)
(typ)
H
10.5'
18.0'
RESET WHEEL STOP;
MATCH EXISTING PARKING
STALL MARKING LOCATION
8
.
5
'
8
.
5
'
8
.
5
'
8
.
5
'
8
.
5
'
17.5'
45° (typ.)
WHEEL STOP (typ.)
A
A
A
A
2
2
.0
'
2
2
.0
'
8
.0
'
1
2
.0
'
8
.0
'
8
.0
'
1
8
.0
'
A
WHEEL STOP (typ.)
N. ALBEM
ARLE
STREET
REM
OVE
REMO
VE
R
E
M
O
V
E
1
2
0
' S
O
L
I
D
1
0
0
' S
O
L
I
D
1
2
0
' D
A
S
H
E
D
100' SOLID
144' SOLID
144' DASHED
A
B
8
0
' S
O
L
I
D
108' D
A
SH
ED
11.0'
10.3'
50.0'
50.0'
5
0
.0
'
5
0
.0
'
1
2
0
.0
'
1
2
0
.0
'
1
0
.6
'
V
A
R
.
11.0'
Designed:Drawn:Checked:
Plotted by:
Filename: D03S-34-Signage_and_Striping.dwgPath:
Engineering & Capital Projects DivisionEngineering Bureau
2100 Clarendon Boulevard, Suite 813Arlington, VA 22201
Phone: 703.228.3629Fax: 703.228.3606
DEPARTMENT OFENVIRONMENTAL SERVICES
Copyright © 2014 Arlington County Virginia - All Rights Reserved
Plotted: October 26, 2018marnone
Miss Utility Transmittal #:
Copyright © 2011 Arlington County Virginia - All Rights Reserved
Revised: 06/06/2011
DESIGN TEAM SUPERVISOR
CONSTRUCTION MANAGEMENT SUPERVISOR
WATER, SEWER STREETS BUREAU CHIEF
TRANSPORTATION DIRECTOR
PROJECT MANAGER
APPROVALS DATE
REVISIONS DATE
SEALSEAL
SHEET
SCALE:
Lee H
ighw
ay at N
. G
lebe Rd
Intersection Im
provem
ents
D03S
25' 50'0'
GRAPHIC SCALE
Lee Highway at N. Glebe Rd
PRO
JECT M
AN
AG
ER: JO
N LAW
LER, PE (703-228-3724)
SU
RVEYED
BY: ARLIN
GTO
N CO
UN
TY G
OV., D
ES D
ATE: D
ECEM
BER 22, 2008 TO
JU
NE 24, 2014
DESIG
NED
BY: RU
MM
EL, KLEPPER, &
KAH
L, LLP (703-246-0028)
SU
BSU
RFACE U
TILITY BY: ARLIN
GTO
N CO
UN
TY G
OV., D
ES D
ATE: D
ECEM
BER 22, 2008 TO
JU
NE 24, 2014
SIG
NIN
G AN
D PAVEM
EN
T M
ARKIN
G
PLAN
S AN
D N
OTES
34B of 46
1" = 25'
IJCIJCMJK
M
A
T
C
H
L
I
N
E
S
T
A
. 1
0
4
+
5
0
-
S
E
E
S
H
E
E
T
3
4
A
M
A
T
C
H
L
I
N
E
S
T
A
. 1
0
8
+
0
0
-
S
E
E
S
H
E
E
T
3
4
C
HIGH VISIBILITY CROSSWALK
10'
2.0' 2.0'
SIGNING LEGEND
EXISTING SIGN TO
REMAIN
EXISTING SIGN TO BE
REMOVED
PROPOSED SIGN
TYPE B CLASS 1......, WHITE 4" WIDTH
STANDARD PAVEMENT MARKING LEGEND:
TYPE B CLASS 1......, WHITE 4" WIDTH, 10' LONG, 30' SPACING
TYPE B CLASS 1......, WHITE 4" WIDTH, 2' LONG, 4' SPACING
TYPE B CLASS 1......, WHITE 18" WIDTH
TYPE B CLASS 1......, YELLOW 4" WIDTH
TYPE B CLASS 1......, YELLOW 4" WIDTH, DOUBLE LINE, 4" SPACING
TYPE B CLASS 1......, WHITE 24" WIDTH
H
A B C
D
E
I
L
M
TYPE B CLASS 1......, WHITE 12" WIDTH, 20' SPACING @ 45 DEGREE
TYPE B CLASS 1......, WHITE 24" WIDTH, YIELD
N TYPE B CLASS 1......, WHITE 24" WIDTH, YIELD RAISED CROSSWALK
TYPE B CLASS 1......, WHITE SINGLE ARROWK
TYPE B CLASS 1......, WHITE SHARED LANE BICYCLE SYMBOLOP TYPE B CLASS 1......, YELLOW 12" WIDTH, 20' SPACING @ 45 DEGREE
TYPE B CLASS 1......, WHITE 6" WIDTH FTYPE B CLASS 1......, WHITE 6" WIDTH, 2' LONG, 10' SPACING G
BUS STOP
LEGENDEXISTING PROPOSED
FIRE HYDRANT
PARKING METER
SIGN
SIGN AND PAVEMENT MARKING NOTES:1. STREET WIDTH MEASUREMENTS ARE FROM FACE OF CURB TO FACE OF CURB. LANES ARE
MEASURED FROM CENTER OF MARKING TO CENTER OF MARKING.
2. CONTACT DENNIS HOWELL OR HIS DESIGNEE AT 703-226-6598 OR 571-437-1077 TO
APPROVE MARKING LAYOUT 48 HRS PRIOR TO INSTALLATION OF MARKINGS.
3. PAVEMENT MARKINGS TO BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES AND ANY REVISIONS HERE TO.
4. ALL MARKINGS SHALL BE THERMOPLASTIC.
5. STOP BARS SHALL BE A MINIMUM OF 4' IN ADVANCE OF A MARKED CROSSWALK. IF THERE
IS NO MARKED CROSSWALK, STOP BAR SHALL BE NO MORE THAN 30' FROM THE NEAREST
EDGE OF THE INTERSECTED TRAVELED WAY.
6. CROSSWALKS SHALL BE 10' WIDE UNLESS OTHERWISE NOTED.
7. LEFT TURN ARROWS SHALL BE LOCATED 50' BACK FROM STOP BAR.
8. ON-STREET PARKING LANE IS 7' WIDE (UNLESS OTHERWISE NOTED) AND MARKED WITH 4"
WIDE WHITE LINES. BEGINNING AND END OF PARKING SHALL BE MARKED WITH AN END
LINE PERPENDICULAR TO CURB EXCEPT AT NUBS OR WHERE OTHERWISE INDICATED.
9. SHARED LANE MARKINGS SHALL BE PLACED IN CENTER OF LANE. 250' APART UNLESS
OTHERWISE SPECIFIED.
10. BIKE LANE SYMBOLS TO BE PLACED 330' APART UNLESS OTHERWISE SPECIFIED.
11. CROSSWALK STRIPES SHALL BE SITUATED OUTSIDE OF THE EXPECTED VEHICULAR
WHEELPATHS FOR THROUGH LANES.
COORDINATE WITH DES - TRANSIT BUREAU AT 703-228-3049AT LEAST 4 WEEKS PRIOR TO COMMENCEMENT OF WORK IFTHERE ARE ANY IMPACTS TO TRANSIT STOPS OR ROUTES.IN THE CASE OF ANY SHELTER REMOVAL, PARTS SHOULDBE TRANSFERRED TO THE 1425 N. QUINCY ST. LOT.
NOTE:1. ALL TEMPORARY AND FINAL BUS TRAVEL LANES
MUST BE MINIMUM 11' WIDE.2. CONTRACTOR TO AVOID PLACING HIGH DENSITY
CROSSWALK STRIPING WITHIN VEHICLE WHEELPATHS.
a
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1 story
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Designed:Drawn:Checked:
Plotted by:
Filename: D03S-34-Signage_and_Striping.dwgPath:
Engineering & Capital Projects DivisionEngineering Bureau
2100 Clarendon Boulevard, Suite 813Arlington, VA 22201
Phone: 703.228.3629Fax: 703.228.3606
DEPARTMENT OFENVIRONMENTAL SERVICES
Copyright © 2014 Arlington County Virginia - All Rights Reserved
Plotted: October 26, 2018marnone
Miss Utility Transmittal #:
Copyright © 2011 Arlington County Virginia - All Rights Reserved
Revised: 06/06/2011
DESIGN TEAM SUPERVISOR
CONSTRUCTION MANAGEMENT SUPERVISOR
WATER, SEWER STREETS BUREAU CHIEF
TRANSPORTATION DIRECTOR
PROJECT MANAGER
APPROVALS DATE
REVISIONS DATE
SEALSEAL
SHEET
SCALE:
Lee H
ighw
ay at N
. G
lebe Rd
Intersection Im
provem
ents
D03S
25' 50'0'
GRAPHIC SCALE
Lee Highway at N. Glebe Rd
PRO
JECT M
AN
AG
ER: JO
N LAW
LER, PE (703-228-3724)
SU
RVEYED
BY: ARLIN
GTO
N CO
UN
TY G
OV., D
ES D
ATE: D
ECEM
BER 22, 2008 TO
JU
NE 24, 2014
DESIG
NED
BY: RU
MM
EL, KLEPPER, &
KAH
L, LLP (703-246-0028)
SU
BSU
RFACE U
TILITY BY: ARLIN
GTO
N CO
UN
TY G
OV., D
ES D
ATE: D
ECEM
BER 22, 2008 TO
JU
NE 24, 2014
SIG
NIN
G AN
D PAVEM
EN
T M
ARKIN
G
PLAN
S AN
D N
OTES
34C of 46
1" = 25'
IJCIJCMJK
M
A
T
C
H
L
I
N
E
S
T
A
. 1
0
8
+
0
0
-
S
E
E
S
H
E
E
T
3
4
B
HIGH VISIBILITY CROSSWALK
10'
2.0' 2.0'
SIGNING LEGEND
EXISTING SIGN TO
REMAIN
EXISTING SIGN TO BE
REMOVED
PROPOSED SIGN
TYPE B CLASS 1......, WHITE 4" WIDTH
STANDARD PAVEMENT MARKING LEGEND:
TYPE B CLASS 1......, WHITE 4" WIDTH, 10' LONG, 30' SPACING
TYPE B CLASS 1......, WHITE 4" WIDTH, 2' LONG, 4' SPACING
TYPE B CLASS 1......, WHITE 18" WIDTH
TYPE B CLASS 1......, YELLOW 4" WIDTH
TYPE B CLASS 1......, YELLOW 4" WIDTH, DOUBLE LINE, 4" SPACING
TYPE B CLASS 1......, WHITE 24" WIDTH
H
A B C
D
E
I
L
M
TYPE B CLASS 1......, WHITE 12" WIDTH, 20' SPACING @ 45 DEGREE
TYPE B CLASS 1......, WHITE 24" WIDTH, YIELD
N TYPE B CLASS 1......, WHITE 24" WIDTH, YIELD RAISED CROSSWALK
TYPE B CLASS 1......, WHITE SINGLE ARROWK
TYPE B CLASS 1......, WHITE SHARED LANE BICYCLE SYMBOLOP TYPE B CLASS 1......, YELLOW 12" WIDTH, 20' SPACING @ 45 DEGREE
TYPE B CLASS 1......, WHITE 6" WIDTH FTYPE B CLASS 1......, WHITE 6" WIDTH, 2' LONG, 10' SPACING G
BUS STOP
LEGENDEXISTING PROPOSED
FIRE HYDRANT
PARKING METER
SIGN
COORDINATE WITH DES - TRANSIT BUREAU AT 703-228-3049AT LEAST 4 WEEKS PRIOR TO COMMENCEMENT OF WORK IFTHERE ARE ANY IMPACTS TO TRANSIT STOPS OR ROUTES.IN THE CASE OF ANY SHELTER REMOVAL, PARTS SHOULDBE TRANSFERRED TO THE 1425 N. QUINCY ST. LOT.
NOTE:1. ALL TEMPORARY AND FINAL BUS TRAVEL LANES
MUST BE MINIMUM 11' WIDE.2. CONTRACTOR TO AVOID PLACING HIGH DENSITY
CROSSWALK STRIPING WITHIN VEHICLE WHEELPATHS.
SIGN AND PAVEMENT MARKING NOTES:1. STREET WIDTH MEASUREMENTS ARE FROM FACE OF CURB TO FACE OF CURB. LANES ARE
MEASURED FROM CENTER OF MARKING TO CENTER OF MARKING.
2. CONTACT DENNIS HOWELL OR HIS DESIGNEE AT 703-226-6598 OR 571-437-1077 TO
APPROVE MARKING LAYOUT 48 HRS PRIOR TO INSTALLATION OF MARKINGS.
3. PAVEMENT MARKINGS TO BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES AND ANY REVISIONS HERE TO.
4. ALL MARKINGS SHALL BE THERMOPLASTIC.
5. STOP BARS SHALL BE A MINIMUM OF 4' IN ADVANCE OF A MARKED CROSSWALK. IF THERE
IS NO MARKED CROSSWALK, STOP BAR SHALL BE NO MORE THAN 30' FROM THE NEAREST
EDGE OF THE INTERSECTED TRAVELED WAY.
6. CROSSWALKS SHALL BE 10' WIDE UNLESS OTHERWISE NOTED.
7. LEFT TURN ARROWS SHALL BE LOCATED 50' BACK FROM STOP BAR.
8. ON-STREET PARKING LANE IS 7' WIDE (UNLESS OTHERWISE NOTED) AND MARKED WITH 4"
WIDE WHITE LINES. BEGINNING AND END OF PARKING SHALL BE MARKED WITH AN END
LINE PERPENDICULAR TO CURB EXCEPT AT NUBS OR WHERE OTHERWISE INDICATED.
9. SHARED LANE MARKINGS SHALL BE PLACED IN CENTER OF LANE. 250' APART UNLESS
OTHERWISE SPECIFIED.
10. BIKE LANE SYMBOLS TO BE PLACED 330' APART UNLESS OTHERWISE SPECIFIED.
11. CROSSWALK STRIPES SHALL BE SITUATED OUTSIDE OF THE EXPECTED VEHICULAR
WHEELPATHS FOR THROUGH LANES.