LEE HIGHWAY 110+00 210+00 200+00 100+00N. GLEBE ROAD · 2019-02-22 · tr catv catv catv catv catv catv catv catv catv catv catv ugt ugt ugt ugt 14 15 5 18 16 19 8" pvc 15" storm

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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 #:


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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RESUBDIVISION OF PARCEL 4

OF A RESUBDIVISION OF PARCEL 1-B

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WUNDORIA ESTATES

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STA. 100+85.00

N

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EXISTING TEMPORARY

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10

EXISTING TEMPORARY


EXISTING TEMPORARY


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EXIST. R/W

EXIST. R/W

EXIST. R/W

1

0

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10

EXISTING

TEMPORARY

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EASEMENT

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TO BUS STOP

STA. 202+31.50

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TIE TO EXIST. CURB

AND SIDEWALK

EXIST. R/W

EXIST. R/W

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6B

6D

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1

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B

C

D

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H

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1A

1A

1A

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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


EXISTING TEMPORARY


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)


INSTALL STD DROP INLET, DI-3C

VDOT ROAD & BRIDGE STANDARDS (104.09-104.10)

ASPHALT - MILL AND OVERLAY


ASPHALT - FULL DEPTH REPLACEMENT

MATCH EXIST. BUILD UP - REUSE EXIST. SUBBASE

VDOT ROAD & BRIDGE STANDARDS (301.07)

2B

NEW HANDICAP RAMP (CG-12B MOD.)


6B

REMOVE EXISTING STORM SEWER STRUCTURE

8

REMOVE EXISTING SIGNAL POLE.

SEE SHEET 18 FOR SIGNAL POLE INFORMATION.

2A

NEW HANDICAP RAMP (CG-12B)


3

NEW COMMERCIAL DRIVEWAY ENTRANCE (STANDARD)

ARLINGTON COUNTY STANDARD (R-2.4A)

INSTALL STD DROP INLET, DI-3B


6D

1B

NEW CURB AND GUTTER (CG-6)


9

NEW 4" CONCRETE SIDEWALK


INSTALL STD MANHOLE, MH-1 OR 2


5

REPLACE EXISTING CONCRETE STEPS


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)


6E

REMOVE AND REPLACE EXISTING STRUCTURE TOP AT

PROPOSED GRADE

6F

INSTALL TRENCH DRAIN (SEE SHEET 18B FOR DETAILS)

5A

NEW ORNAMENTAL HANDRAIL


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

H

G

F

E

12" W

12" W

6" W

6" W

6" W

concrete

UG

T

UG

T

UG

T

UG

T

GAS

GAS

GAS

D

ex. 15" storm

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x

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1

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s

t

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r

m

100+

00

N. G

LEBE RO

AD

(RO

UTE 120)

DESIG

N SPEED

= 30 M

PH


Plotted by:

Filename: D03S-08-10-Plan.dwgPath:



Phone: 703.228.3629Fax: 703.228.3606



Plotted: October 26, 2018marnone



Revised: 06/06/2011





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


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

I

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

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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

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7

1

0

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0

1

0

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0

1

0

6

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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.


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

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B

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R

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A

D

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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


10

EXISTING TEMPORARY


EXISTING TEMPORARY


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


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



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


EXISTING TEMPORARY


EXISTING TEMPORARY



EXISTING TEMPORARY


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












2B



6B


8



2A



3





6D

1B



9





5



7



10



NOTES:




OTHERWISE NOTED.

1C



6E


PROPOSED GRADE

6F


5A



6A


SEWER PIPE

6G




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



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



N

.

B

U

C

H

A

N

A

N

S

T

.


Plotted by:




Phone: 703.228.3629Fax: 703.228.3606






Revised: 06/06/2011





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


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



Concrete

M

A

T

C

H

L

I

N

E

S

T

A

. 1

0

4

+

5

0

-

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T

8

M

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S

T

A

. 1

0

8

+

0

0

-

S

E

E

S

H

E

E

T

1

0








Signal Plan 21




SE

E IN

SE

T C

SE

E IN

SE

T B

INSET B

SEE SHEETS 46A-46D FOR


INSET C

SEE SHEETS 46A-46B FOR


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.


C

&

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0

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s

to

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. 1

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Dominion

transformer

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U

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T

U

G

T

24

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

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

LO

W

L

O

W

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

N

.

G

L

E

B

E

R

O

A

D

(

R

O

U

T

E

1

2

0

)

D

E

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

(

R

O

U

T

E

1

2

0

)

D

E

S

I

G

N

S

P

E

E

D

=

3

5

M

P

H

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


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












2B



6B


8



2A



3





6D

1B



9





5



7



10



NOTES:




OTHERWISE NOTED.

1C



6E


PROPOSED GRADE

6F


5A



6A


SEWER PIPE

6G




STA 108+71.66A


Plotted by:




Phone: 703.228.3629Fax: 703.228.3606






Revised: 06/06/2011





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


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



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








Signal Plan 21






brick

ls

a

a

s

p

h

a

lt

a

s

p

h

a

lt

a

s

p

h

a

lt

a

s

p

h

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r

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EX. 2005

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il s

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asphalt

asphalt

hcr

hcr

hcr

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4"

4"

4"

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Plotted by:

Filename: D03S-34-Signage_and_Striping.dwgPath:



Phone: 703.228.3629Fax: 703.228.3606






Revised: 06/06/2011





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


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

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N

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S

T

A

. 1

0

4

+

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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......, YELLOW 4" WIDTH

TYPE B CLASS 1......, YELLOW 4" WIDTH, DOUBLE LINE, 4" SPACING


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.


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.

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A

I

N

F

I

L

L

E

D

W

/

D

E

B

R

I

S

c

o

n

c

r

e

t

e

p

a

t

io

Dominion

switch pad

S

S

M

H

T

O

P

=

3

8

9

.

9

9

Dominion

switch pad

Dominion

transformer

Wells Fargo

Dominion

transformer

a

i

r

a

i

r

v

a

c

v

a

c

v

a

c

p

h

o

n

e

n

o

n

-

o

p

e

r

a

t

i

o

n

a

l

ex. 15" storm

e

x

.

3

0

"

s

t

o

r

m

ex. 30" storm

ex. 30" storm

e

x

.

3

0

"

s

t

o

r

m

e

x

.

6

"

u

n

d

e

r

d

r

a

i

n

J

U

N

C

T

I

O

N

B

O

X

D

E

T

E

C

T

E

D

B

Y

T

E

S

T

H

O

L

E


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

)

N

.

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

D

LIM

IT

35

29

120

NO

RT

HS

OU

TH

120

SO

UT

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'


Plotted by:




Phone: 703.228.3629Fax: 703.228.3606






Revised: 06/06/2011





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


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


10'

2.0' 2.0'

SIGNING LEGEND

EXISTING SIGN TO

REMAIN

EXISTING SIGN TO BE

REMOVED

PROPOSED SIGN









H

A B C

D

E

I

L

M







BUS STOP


FIRE HYDRANT

PARKING METER

SIGN

























a

s

p

h

a

lt

a

s

p

h

a

lt

a

s

p

h

a

lt

4

' w

o

o

d

fe

n

c

e

4

' w

o

o

d

fe

n

c

e

3

7

9

1

3

7

5

0

3

6

3

5

3707

1 story

brick bank

P

O

S

T

g

ra

s

s

a

s

p

h

a

lt

E

a

s

e

m

e

n

t fo

r

P

u

b

lic

S

id

e

w

a

lk

, U

tilitie

s

,

D

ra

in

a

g

e

a

n

d

B

u

s

S

to

p

P

u

rp

o

s

e

s

D

.B

. 4

7

4

2

, P

g

. 7

6

E

a

s

e

m

e

n

t fo

r

P

u

b

lic

S

id

e

w

a

lk

, U

tilitie

s

a

n

d

D

ra

in

a

g

e

P

u

rp

o

s

e

s

D

.B

. 4

7

3

2

, P

g

. 1

2

2

3828

e

x

. 3

0

"

s

to

r

m

e

x

.

3

0

"

s

t

o

r

m

e

x

. 3

0

"

s

to

r

m

e

x

. 1

8

"

s

to

rm

Dominion

transformer

110+51.70

1

0

8

+

0

0

1

0

9

+

0

0

1

1

0

+

0

0

1

1

.5

'

1

1

.0

'

N

.

G

L

E

B

E

R

O

A

D

(

R

O

U

T

E

1

2

0

)

TIE TO EXISTING

MARKINGS

N. GLEBE ROAD B

L

N

.

G

L

E

B

E

R

O

A

D

(

R

O

U

T

E

1

2

0

)

TIE TO EXISTING

MARKINGS

O

N

E

W

A

Y

BU

S

ST

OP

A

L

E

X

A

N

D

R

IA

W

A

S

H

IN

G

T

O

N

F

A

L

L

S

C

H

U

R

C

H

R

E

T

A

I

N

R

E

T

A

IN

R

E

T

A

IN

RETAIN

ST

OP

R

E

LO

C

A

T

E

(B

Y

O

T

H

E

R

S

)

R

E

LO

C

A

T

E

S

IG

N

F

R

O

M

3

3

B

B

I

C

C

A

A

R

E

L

O

C

A

T

E

S

P

E

E

D

LIM

IT

35

120

NO

RT

H

R

E

L

O

C

A

T

E

AA

2

2

.0

'

2

2

.0

'

8

.0

'

1

2

.0

'

8

.0

'

8

.0

'

1

8

.0

'

A

WHEEL STOP (typ.)

108' D

A

SH

ED

1

0

.6

'

V

A

R

.

11.0'


Plotted by:




Phone: 703.228.3629Fax: 703.228.3606






Revised: 06/06/2011





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


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


10'

2.0' 2.0'

SIGNING LEGEND

EXISTING SIGN TO

REMAIN

EXISTING SIGN TO BE

REMOVED

PROPOSED SIGN









H

A B C

D

E

I

L

M







BUS STOP


FIRE HYDRANT

PARKING METER

SIGN

























Documents

LEE HIGHWAY 110+00 210+00 200+00 100+00N. GLEBE ROAD · 2019-02-22 · tr catv catv catv catv catv catv catv catv catv catv catv ugt ugt ugt ugt 14 15 5 18 16 19 8" pvc 15" storm