ARLINGTON COUNTY DEPARTMENT OF COMMUNITY PLANNING HOUSING AND DEVELOPMENT

NEIGHBORHOOD CONSERVATION PROGRAM

1

FINAL DESIGN PRESENTATION4TH St. S Project (from S Illinois St. to S Kensington St.)

Glencarlyn Citizens’ Association

3

1. WELCOME AND PROJECT OVERVIEWLaura Simpson, NC Planner

2. PRESENTATION OF THE FINAL DESIGN• Gino Squarciafico, DES Engineering Team Supervisor• Jill Yutan, NC Landscape Architect

3. TEMPORARY EASEMENT INFORMATION AND NEXT STEPSLaura Simpson

4. QUESTIONS/COMMENTS

Agenda

Project Timeline:

4

2014 – Glencarlyn Citizens’ Association submitted their 1st Priority NC Project: New sidewalk, curb and gutter, plus stormwater drainage improvements along 4th St. S, extending 2 blocks from Kensington St. to Illinois St.

(Project Location) (4th St. S – Existing Conditions)

Project Timeline:Summer, 2017 – NC General Interest Survey: Passed(Project is scoped, researched, and designed)Spring, 2018 – Concept Design PresentationSpring, 2018 – Final Petition: Passed

(89.7% approval & support)

Spring, 2019 – Project recommended forfunding by the NCAC

Fall, 2019 – Project funding approved by theCounty Board

(Project Construction Drawings are advancedto 90%-100%)

Summer, 2020 – Final Design Presentation5

(4th St. S – Existing Conditions)

6

• STREET & SIDEWALK DESIGNGino Squarciafico, DES Engineering Team Supervisor

• LANDSCAPE DESIGNJill Yutan, NC Landscape Architect

Presentation of the Final Design Plans:

PLAN SYMBOL IDENTIFICATION

TREE CURB EXTENTION

UTILITY STRIP

INTERSECTION

28'

28'

26'

4'

22'36'

31'12'

16'

13'

10'

10'

10'

3'

3'

3'

3'

3'

3'

3'

10'

10'

3' WIDE

18'

4'

14'

17'

asphalt

asphalt

asphalt

asphalt

asphalt

hcr

concrete

asphalt curb

asphalt curb

lsa

porch

stop

stop

stop

24"

8"

6"

6"

10"

10"

12"

gravel

gravel

6"

12"

6"

6"

6"

4"

4"

4"

stp

ram

p

asphalt

asphalt

10"

18"

24"

18"

12"

15"

15"

15"

bushes

pond

12"

6"

15"6"

4"

4"

10"

8"

10"

concrete

concrete

concrete

concrete

concrete

porch

10"

4"

4"

6"

10"

10"

6"

8"

15"

12"

36"

18"

24"

6"

6"

3"

8"

4"

4"

6"

6"

12"

6"

bushes

bushes

bushes

bushes

12"

6"

6"

15"

brick

b

r

i

c

k

rail fence

reserved

parking

concrete

concrete

concrete

concrete

concrete

concrete

stone

concrete

concrete

concrete

concrete

concrete

concrete

concrete

no

parking

no

parking

no

parking

asphalt

10"

no

parking

no

parking

gravel

asphalt curb

stp

stp

stp

stp

stp

stp

stp stp

asphalt

gravel

gravel

gravel

concrete

porch

concrete

porch

asphalt curb

asphalt curb

vepco

1041a

2 story

alum

inum

siding

#400

2 story

brick &

vinyl

#401

1 story

brick

#5624

2 story

brick & vinyl

#5620

1 story

#5616

9

RPC 21024012

CLARK/NEUN

10

RPC 21024011

STEHM

13

RPC 21024009

LONG

14

RPC 21024008

COHRSSEN

15

RPC 21024007

KRUG

16

RPC 21024006

MARTINEAU

1

RPC 21030001

CELIA/O'CONNELL

2

RPC 21030002

CHRISTENSEN/MICHAUD

3

RPC 21030003

SIDDLE

4

RPC 21030004

SOUTHARD

5

RPC 21030018

WALKER

6

RPC 21030019

WANNER

7

RPC 21030007

WAGNER, TRS.

8

RPC 21030008

JONSON

10

RPC 21025014

LEROY, ET AL

1

RPC 21029001

DICKERSON

JOHN BALL CEMETERY

RPC 21023010

OWNER UNKNOWN

10

RPC 21032009

BLOOM/DIAMOND

RPC 21032008

2 story

aluminum

#5612

2 story

aluminum

#5608

1 story

stucco

#5604

1 story

brick

#5600

1 story

fram

e

#401

13

4

story

frame

#5533

11

2

story

vinyl

#5601

2 story

vinyl

#5605

11

2

story

vinyl

#5609

11

2

story

vinyl

#5613

2 story

aluminum

#5623

2 story

aluminum

#5627

D

D

D

D

BLOCK 16

CURTIS & BURDETT'S SUBDIVISION OF

CARLIN SPRINGS

LIBER J-4, PG. 63

BLOCK 21

CURTIS & BURDETT'S SUBDIVISION OF

CARLIN SPRINGS

LIBER J-4, PG. 63

UGE

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS8" W

8" W8" W

8" W8" W

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

GAS GAS GAS

GAS

GAS

GAS GAS GAS

8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

GAS

GAS

GAS

GAS

GAS

8" W8" W

8" WU

NK

GAS

GAS

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WMWM

WM

WM

EOI

EOI

EOI

WV

WV

WV

WV

WV

WV

WV

vepco

1031g

vepco

1031b

vepco

1040a

vepco

1030h

vepco

1030i

vepco

1030c

vepco

1029k

vepco

1030b

c&p

1030a ag47

vepco

1041a

vepco

1041h

D

15595

15625

25449

25448

ex. 24" storm

ex. 18" storm

e

x

.

1

5

"

s

t

o

r

m

ex. 15" storm

ex. 15" storm

S

S

3858

3859

8" S

8" S

8" S

56

7

10

11

12

8" W4TH STREET S

S JEFFERSO

N ST

S KEN

SIN

GTO

N ST

2 story

frame

#5619

WM

12

RPC 21024016

NARECHANIA

11

RPC 21024015

CONNAIR

concrete

lsa lsa

4"

WM

WM

4"4"

gravel

asphalt

concrete

concrete

stoop

brick

stoop

conc.conc.

4' w

ood

2 story

frame

#5617

40'

50'

40'

40'

50'

40'

2" gas abandoned

2" gas abandoned

2" gas abandoned

4" gas abandoned

S

S

01 2 3

4 5

LIMIT OF WORK

LIMIT OF WORK

2

6

4

2

6

5

2

6

3

2

6

3

2

6

4

2

6

3

262

2

6

2

2

6

2

2

6

1

2

6

0

2

6

0

2

6

0

2

6

0

2

6

1

261

2

6

1

262

263

2

6

3

2

6

6

2

6

5

2

6

7

2

6

8

2

6

6

2

6

7

2

6

6

2

6

6

2

6

5

2

6

4

2

6

5

2

6

4

2

6

3

265

259

2

6

2

2

6

4

2

6

1

2

6

0

2

5

9

2

6

0

2

6

1

2

6

2

2

6

6

266

2

6

4

2

6

5

2C

3A

1

1

3A 3A

3A 3A 3A

3A

3A

3A10

10

103A 2 8

2C

9W10B

2C

10D

10D10 10

10

10C

67E

7F2

11F

1F

1F

1A 1A1A

8

9D10E10E10E10E10E10E

2W 2Z 7X

LIMIT OF WORK

LIMIT OF WORK

20 2020

2W 20

6B

1

1F

7F7F

CR7

CR4

CR2

CR5

CR1

CR3

4TH STREET S - CONSTRUCTION BASELINE

6B

10F

1313

1322 22

BEGIN CONSTRUCTION4TH STREET S CONSTRUCTION BASELINESTA 0+50 9D

14A 14A 14A 14A1

1A

7C20A

20A20A20A20A

9D

21

1F1F

20A

CONSTRUCTION NOTES

PROP CURB AND GUTTER (C-2) ARL STD (R-2.0)

PROP HEADER CURB (C-3) ARL STD (R-2.0)

MATCH AND MEET EXISTING CURB & GUTTER

FLUSH AND ON GRADE.

PROP 4' WIDE CONCRETE SIDEWALK ARL STD (R-2.0)

PROP PEDESTRIAN RAMP

SEE CURB RAMP DETAIL SHEET C042.1

PROP 5' X 5' PEDESTRIAN TURN AROUND

EXTEND PROPOSED SIDEWALK WIDTH

TO PROP BACK OF CURB

PROP 4.5' WIDE CONCRETE SIDEWALK ARL STD (R-2.0)

PROP 5' WIDE CONCRETE SIDEWALK ARL STD (R-2.0)

PROP RESIDENTIAL CONCRETE DRIVEWAY ENTRANCE (STANDARD)

ARL STD (R-2.4A)

REPLACE EXISTING ROADWAY WITH :

2" SM-9.5A

5" BM-25.0A

6" 21-A

SEE TYPICAL SECTION ON SHEET C004.1

MILL AND OVERLAY 2" THICK VDOT SM-9.5 ASPHALT SURFACE

CONNECT PROPOSED PIPE TO EXISTING STRUCTURE PER

ARL CONSTR SPEC 02505-3.5

REMOVE EXISTING STRUCTURE PER

ARL CONSTR SPEC 02500-3.5

ADJUST EXISTING MANHOLE TO PROPOSED GRADE

PROPOSED STORM MANHOLE,

CUT EXISTING PIPE AND CONNECT BOTH PIPE ENDS TO

PROPOSED STORM MANHOLE

EXTEND EXISTING 15" PIPE WITH PROPOSED 15" PIPE TO

PROPOSED STORM STRUCTURE

PROP STANDARD CATCH BASIN, CB-2 PER ARL STD (D-1.2)

PROP STANDARD CURB DROP INLET DI-2B,VDOT ROAD & BRIDGE STD (104.03)PROP STANDARD CURB DROP INLET (WITH UTILITY SPACE)DI-4F VDOT ROAD & BRIDGE STD (104.18)RELOCATE EXISTING WATER METER AND INSTALL FRAME ANDCOVER PROVIDED BY COUNTY ARL STD (W-8.0 AND W-9.0)

REMOVE EXISTING FIRE HYDRANT

PROP FIRE HYDRANT ARL STD (W-7.0)

ADJUST WATER VALVE TO PROP GRADE

ADJUST WATER METER TO PROP GRADE

CONNECT PROP 6" WM TO EXIST 8" WM

RELOCATE EXISTING WATER SPRINKLE BY OTHERS

REMOVE AND RESET EXISTING FENCE

EXISTING POLE TO REMAIN

PROP LEADWALK & STEPS PER ARL STD (R-3.0)

PROP CONCRETE LEADWALK MEET & MATCH EXIST LEADWALK

GRADE FROM TOP OF PROP LEADWALK TO EXISTING YARD WITH

TOPSOIL AND SOD • MAX SLOPE OF 6:1

REFER TO LIMITS OF DISTURBANCE FOR HORIZONTAL LIMITS

REMOVE EXISTING BRICKS

PROTECT EXISTING HEDGE DURING CONSTRUCTION

PROP SURFACE ASPHALT TOPPING ONLY - INSTALL TO LIMIT SHOW

DESIGN INTENT TO SAVE 36" TREE

PROP GRAVEL TOPPING ONLY - INSTALL TO LIMIT SHOW

DESIGN INTENT TO SAVE 36" TREE

1

1A

1F

2

2C

2W

2X

2Z

3A

6

6B

7C

7E

7F

7G

7X

8

9D

9W

10

10B

10C

10D

10E

10F

10X

13

14A

20

20A

20B

21

22

23

24

REPLACE & MATCH EXISTING DRIVEWAY OR

LEADWALK WITH LIKE MATERIAL.

PROTECT EXISTING TREE DURING CONSTRUCTION WORK,

ROOT PRUNE & HAND DIG AROUND TREE ( VERIFY WITH

COUNTY FORESTER , 703-228-6657).

4'

22'

27'

4'

10'

28'

4'

10'11'

10'

10'

11'10'

10'

4'

10'

10'

10'

3'

28'

10'

3' WIDE3' WIDE

4' 3'

10'

12'

9'

asphalt

asphalt curb

lsa

porch

lsa

lsa

lsa

porch

bushes

brick

stop/street

stop

36"

18"

30"

12"

12"

18"

15"

4"

36"

48"

10"

24"

24"

12"

12"

gate

c

o

n

c

r

e

t

e

bushes

ivy

lsa

brick

brick

15"

36"

4"

4"

36"

30"

6"

4"

6"

24"

18"

6"

10"

c

o

n

c

r

e

t

e

6"

8"

8"

15"

8"

15"

15"

6"

6"

12"

6"

15"

20"

10"

4"

12"

12"

concrete

concrete

concrete

6"

6"

3"

10"

8"

4"

4"

6"

6"

bushes

bushes

6"

6"

brick

concrete

concrete

concrete

concrete

concrete

concrete

concrete

concrete

concrete

concrete

concrete

concrete

concrete

runners

stp

stp

stp stp

stp stp

stpstp

gravel

asphalt

gravel

concrete

asphalt curb

asphalt

asphalt

asphalt

c

o

n

c

r

e

t

e

porch

brick

stones

gravel

gravel

gravel

stp

6"

concrete

porch

brick

10

RPC 21025014

LEROY, ET AL

11

RPC 21025013

FLECK

12

RPC 21025012

FREEMEYER

13

RPC 21025011

DOWNIE/BROMMS

14

RPC 21025010

RUGGIERO

15

RPC 21025009

DUDLEY

16

RPC 21025008

SHEPPARD

17

RPC 21025007

SHAPARD/DILGER

18

RPC 21025006

GELLANA

1

RPC 21029001

DICKERSON

2

RPC 21029002

REEDER/LESUEUR

3

RPC 21029003

DAVIS

4

RPC 21029004

FEDAK

5 & 6

RPC 21029005

KING

7

RPC 21029006

JOHNSON, TRS.

10

RPC 21026017

CARLSON

11

RPC 21026016

RICE

1

RPC 21027001

HILL FAMILY

COMPANY NO. 1, LLC

2

RPC 21027002

GIUSEPPE

1 story

fram

e

#401

2 story

vinyl

#5528

2 story

aluminum

#5524

2 story

frame

#5520

2 story

#5516

2 story

frame

#5508

1 story

stucco

#5432

1 story

stucco

#5428

1 story

brick

#5429

1 story

brick

#311

1

1

2

story

brick

#310

1 story

#5505

1 story

brick

#5509

1 story

vinyl

#5513

11

2

story

brick

#5517

1 story

aluminum

#5521

11

2

story

vinyl

#5525

11

2

story

cement fiber

#5529

13

4

story

frame

#5533

lsa lsa

D

D

D

D

D

D

BLOCK 17

CURTIS & BURDETT'S SUBDIVISION OF

CARLIN SPRINGS

LIBER J-4, PG. 63

BLOCK 22

CURTIS & BURDETT'S SUBDIVISION OF

CARLIN SPRINGS

LIBER J-4, PG. 63

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGAS

GAS

GAS

GAS

GAS

GAS

8" W

8" W

8" W

8" W

8" W

8" W

GAS

GAS

GAS

GAS GAS GAS GAS

GAS

GAS

GAS

GAS

GAS

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WV

WV

WV

UG

E

vepco

1029k

vepco

1029j

vepco

1029i

vepco

1029a

vepco

1029g

vepco

1042a

vepco

1043h

D

D

D

D

25448

15544

15568

15570

15570A

15709

ex. 15" storm

e

x

.

1

5

"

s

t

o

r

m

e

x

. 1

5

"

s

to

r

m

ex. 15" storm

e

x

.

1

5

"

s

t

o

r

m

S

S

S

3860

10702

3895

8" S

8" S

8" S

34

5

4TH STREET S

4TH STREET S

S ILLIN

OIS ST

9A

RPC 21029018

QUATTLEBAUM

2 story

fram

e

#404

vepco

1042a

8A

RPC 21029017

NOLAN

lsa

stone

lsa

8"

6"

4"

4"

4"

4"

4"

a/c

a/c

brick

concrete

concrete

stone

concrete

lsa

brick

lsa

conc.

WM

WM

2 story

fram

e

#408

40'

40'

40'

40'

2" gas abandoned

2" gas abandoned

2" gas abandoned

S

S

S

10+25

67 8 9 10

LIMIT OF WORK 261

2

6

1

2

6

0

2

6

1

2

6

2

261

2

6

1

2

6

0

2

6

0

259

2

5

8

2

5

8

2

5

7

2

5

7

2

5

6

256

2

5

7

2

5

8

2

5

5

2

5

6

2

5

6

2

5

7

2

5

8

2

5

9

2

5

9

2

5

9

2

5

9

2

5

8

2

5

7

2

5

5

2

5

5

2

5

5

2

5

4

2

5

3

252

255

2

5

9

2

5

8

2

5

9

259

3A 3A3A 3A

3A

3A

3A

3A3A3A3A3A9W

202

10E 9D1

28

2C1

10D

10 10 10 10 10 10

10B10C67E

7E

1

2C

1F

1A1A

10E10E10E

22W 2W 2W7X

LIMIT OF WORK

LIMIT OF WORK

2W 20

7G

20

7F 7F

7F

CR6

CR7CR8

CR5

214TH STREET S - CONSTRUCTION BASELINE

END OF CONSTRUCTION4TH STREET S CONSTRUCTION BASELINE

6B

10F

3A

22

STA 9+96

14A 14A 14A14A

221 2X

1A1A 1A

7G

23 24

20B

20B

20

20A20A 20A

20

9D

10X

25

13 1313

1F20A 20A 20A

20A

MA

TC

H LIN

E - S

EE

B

ELO

W

SCALE:

SEAL

FACILITIES & ENGINEERING DIVISION

ENGINEERING BUREAU

2100 CLARENDON BOULEVARD, SUITE 813

ARLINGTON, VA 22201

PHONE: 703.228.3629

FAX: 703.228.3606

DEPARTMENT OF

ENVIRONMENTAL SERVICES

COPYRIGHT © 2018 ARLINGTON COUNTY

VIRGINIA - ALL RIGHTS RESERVED

REVISIONS DATE

PLOTTED:

REVISED

O

N 05/23/2018

DESIGNED:

DRAWN:

CHECKED:

JULY 23 2020

FILEN

AM

E: Z280-230-PLAN

_PRO

FILE-PRESEN

TATIO

N.D

WG

PATH

: Q

:\D

ATA\Z280\D

ESIG

N\CAD

\ACTIVE PLO

TTED

BY: G

SQ

UARCIAFICO

APPROVALS DATEAPPROVALS DATE

WATER, SEWER, STREETS BUREAU CHIEF

CONSTRUCTION MANAGEMENT SUPERVISOR

TRANSPORTATION DIRECTOR

QUALITY CONTROL ENGINEER

PROJECT MANAGER

05 / 28 / 2020

0

VERT. SCALE

5 10

0

HORIZ. SCALE

25 50

G SQUARCIAFICO

V ROLLAMAS

V ROLLAMAS

PLAN

AN

D PRO

FILE - STA 0+

00 TO

STA

5+

00

S KEN

SIN

GTO

N ST TO

S ILLIN

OIS ST

4TH

STREET S

4TH STREET S Z280

Z280

C041.1

stop

stop

4' m

eta

l fence

stop

rail fence

reserved

parking

no

parking

no

parking

no

parking

no

parking

no

parking

2 story

alum

inum

siding

#400

2 story

brick &

vinyl

#401

1 story

brick

#5624

2 story

brick & vinyl

#5620

1 story

#5616

9

RPC 21024012

CLARK/NEUN

10

RPC 21024011

STEHM

13

RPC 21024009

LONG

14

RPC 21024008

COHRSSEN

15

RPC 21024007

KRUG

16

RPC 21024006

MARTINEAU

BLOCK 21

1

RPC 21030001

CELIA/O'CONNELL

2

RPC 21030002

CHRISTENSEN/MICHAUD

3

RPC 21030003

SIDDLE

4

RPC 21030004

SOUTHARD

5

RPC 21030018

WALKER

6

RPC 21030019

WANNER

7

RPC 21030007

WAGNER, TRS.

8

RPC 21030008

JONSON

10

RPC 21025014

LEROY, ET AL

1

RPC 21029001

DICKERSON

JOHN BALL CEMETERY

RPC 21023010

OWNER UNKNOWN

10

RPC 21032009

BLOOM/DIAMOND

RPC 21032008

AMAZEEN

2 story

aluminum

#5612

2 story

aluminum

#5608

1 story

stucco

#5604

1 story

brick

#5600

1 story

fram

e

#401

13

4

story

frame

#5533

11

2

story

vinyl

#5601

2 story

vinyl

#5605

11

2

story

vinyl

#5609

11

2

story

vinyl

#5613

2 story

aluminum

#5623

2 story

aluminum

#5627

D

D

D

D

BLOCK 16

CURTIS & BURDETT'S SUBDIVISION OF

CARLIN SPRINGS

LIBER J-4, PG. 63

BLOCK 21

CURTIS & BURDETT'S SUBDIVISION OF

CARLIN SPRINGS

LIBER J-4, PG. 63

UGE

56

7

10

11

12

4TH STREET S

S JEFFERSO

N ST

S KEN

SIN

GTO

N ST

2 story

frame

#5619

12

RPC 21024016

NARECHANIA

11

RPC 21024015

CONNAIR

4' w

ood

2 story

frame

#5617

R7-2(R)12" x 18"

R7-2(L)12" x 18"

R7-2(R)12" x 18"

R7-2(R)12" x 18"

R7-2(L)12" x 18"

01 2 3

4 5

12

D

D

EXISTING

12

12.5'

12.5'

EXISTINGEXISTING

EXISTING R7-2(L)12" x 18"

12

stop

bushes

stop/street

stop

gate

rail fence

16

RPC 21024006

MARTINEAU

8

RPC 21030008

JONSON

10

RPC 21025014

LEROY, ET AL

11

RPC 21025013

FLECK

12

RPC 21025012

FREEMEYER

13

RPC 21025011

DOWNIE/BROMMS

14

RPC 21025010

RUGGIERO

15

RPC 21025009

DUDLEY

16

RPC 21025008

SHEPPARD

17

RPC 21025007

SHAPARD/DILGER

18

RPC 21025006

GELLANA

1

RPC 21029001

DICKERSON

2

RPC 21029002

REEDER/LESUEUR

3

RPC 21029003

DAVIS

4

RPC 21029004

FEDAK

5 & 6

RPC 21029005

KING

7

RPC 21029006

JOHNSON, TRS.

10

RPC 21026017

CARLSON

1

RPC 21027001

HILL FAMILY

COMPANY NO. 1, LLC

1 story

brick

#5600

1 story

fram

e

#401

2 story

vinyl

#5528

2 story

aluminum

#5524

2 story

frame

#5520

2 story

#5516

2 story

frame

#5508

1 story

stucco

#5432

1 story

1

1

2

story

brick

#310

1 story

#5505

1 story

brick

#5509

1 story

vinyl

#5513

11

2

story

brick

#5517

1 story

aluminum

#5521

11

2

story

vinyl

#5525

11

2

story

cement fiber

#5529

13

4

story

frame

#5533

11

2

story

vinyl

#5601

D

D

D

D

D

D

D

BLOCK 17

CURTIS & BURDETT'S SUBDIVISION OF

CARLIN SPRINGS

LIBER J-4, PG. 63

BLOCK 22

CURTIS & BURDETT'S SUBDIVISION OF

CARLIN SPRINGS

LIBER J-4, PG. 63

UG

E

34

5

56

7

4TH STREET S

4TH STREET S

S ILLIN

OIS ST

S JEFFERSO

N ST

9A

RPC 21029018

QUATTLEBAUM

2 story

fram

e

#404

8A

RPC 21029017

NOLAN

a/c

a/c

2 story

fram

e

#408

EXISTING

EXISTINGR7-2(L)

12" x 18"R7-2(R)

12" x 18"R7-2(L)

12" x 18"R7-2(L)

12" x 18" R7-2(R)12" x 18"

R7-2(R)12" x 18"

R7-2(L)12" x 18" R7-2(R)

12" x 18"

5 67 8 9 10

12

12

D

D

D

D

EXISTING

12

12.5'

12.5'

14.0'

11'

EXISTING

0

HORIZ. SCALE

25 50

G SQUARCIAFICO

V ROLLAMAS

V ROLLAMAS

SIG

N AN

D M

ARKIN

G PLAN

- 1

S KEN

SIN

GTO

N ST TO

S ILLIN

OIS ST

4TH

STREET S

4TH STREET S Z280

Z280

C101.1

SCALE:

SEAL

FACILITIES & ENGINEERING DIVISION

ENGINEERING BUREAU

2100 CLARENDON BOULEVARD, SUITE 813

ARLINGTON, VA 22201

PHONE: 703.228.3629

FAX: 703.228.3606

DEPARTMENT OF

ENVIRONMENTAL SERVICES

COPYRIGHT © 2018 ARLINGTON COUNTY

VIRGINIA - ALL RIGHTS RESERVED

REVISIONS DATE

PLOTTED:

REVISED

O

N 05/23/2018

DESIGNED:

DRAWN:

CHECKED:

JULY 23 2020

FILEN

AM

E: Z280-280-SIG

NAG

E_AN

D_STRIPIN

G-PRESEN

TATIO

N-2020-07-22.D

WG

PATH

: Q

:\D

ATA\Z280\D

ESIG

N\CAD

\ACTIVE PLO

TTED

BY: G

SQ

UARCIAFICO

APPROVALS DATEAPPROVALS DATE

WATER, SEWER, STREETS BUREAU CHIEF

CONSTRUCTION MANAGEMENT SUPERVISOR

TRANSPORTATION DIRECTOR

QUALITY CONTROL ENGINEER

PROJECT MANAGER

05 / 28 / 2020

CONSTRUCTION NOTES

RELOCATE EXISTING SIGN

12

NAME TYPE SIZE NUMBER

NO PARKING (LEFT ARROW) R7 - 2 (L) 12" x 18"

PROPOSED SIGNS

5

4

NO PARKING (RIGHT ARROW) R7 - 2 (R) 12" x 18"

BUS STOP

FIRE HYDRANT

LEGEND

PARKING METER

SIGN

EXISTING PROPOSED

A ASTRIPING

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 DES-TRANSPORTATION ENGINEERING & OPERATIONS CONSTRUCTION

MANAGEMENT SPECIALIST OR HIS DESIGNEE AT 703-228-6598 OR 571-437-1077 TO

APPROVE MARKING LAYOUT 48 HOURS PRIOR TO INSTALLATION OF MARKINGS.

3. PAVEMENT MARKINGS TO BE IN ACCORDANCE WITH THE FOLLOWING AND ANY

REVISIONS HERE TO:

A. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

B. ARLINGTON COUNTY MARKING STANDARDS.

4. ALL MARKINGS SHALL BE THERMOPLASTIC PER ARLINGTON COUNTY MARKING

STANDARDS.

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 25' BACK FROM STOP BAR. FOR ADDITIONAL

ARROWS FOLLOW COUNTY MARKING STANDARDS.

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. EDGE LINES ARE ONLY REQUIRED WHERE SHOWN ON THE PLANS.

12. FOR DETAILS SEE ARLINGTON COUNTY PAVEMENT MARKING SPECIFICATION, DETAILS

MK-1 TO MK-12

SIGN NOTES:

1. FOR ALL SIGN POSTS PLACED IN CONCRETE USE 7 GAUGE HEAVY DUTY ANCHOR

(30"X2.50") WITH HARDWARE FOR 2" POST. USE

5

16

" CORNER BOLT WITH FLANGED NUT

AND

3

8

" DRIVER RIVET WITH WASHER.

2. CONTACT TE&O CONSTRUCTION MANAGER OR HIS DESIGNEE AT 703-228-6598 OR

571-437-1077 48 HRS PRIOR TO POURING CONCRETE. ALTERNATIVE CONTACT AT

703-228-3788 OR 571-414-7497.

STANDARD PAVEMENT MARKING LEGEND

A TYPE B CLASS 1 WHITE 4" WIDTH PARKING LANES, EDGE LINES, LANE LINES

B TYPE B CLASS 1 WHITE 4" WIDTH, 10' LONG, 30' SPACINGDASHED LANE LINES

C TYPE B CLASS 1 WHITE 4" WIDTH, 2' LONG 10' SPACING LANE TRANSITIONS, TURN LANE SKIPS

D TYPE B CLASS 1 WHITE 18" WIDTH STOP BARS

E TYPE B CLASS 1 WHITE 24" WIDTH CONTINENTAL CROSS WALKS

F TYPE B CLASS 1 WHITE 6" WIDTH TURN LANES, TRANSVERSE CROSS WALKS, BIKE LANES

G TYPE B CLASS 1 YELLOW 4" WIDTH, 10' LONG, 30' SPACINGDIVIDED TRAFFIC, TWO WAY TURN LANES

H TYPE B CLASS 1 YELLOW 4" WIDTH EDGE LINES

I TYPE B CLASS 1 YELLOW 4" WIDTH, DOUBLE LINE, 4" SPACINGCENTERLINES

J TYPE B CLASS 1 WHITE 6" WIDTH, 10' SPACING @45 DEGREEHATCH LINES, SAFETY ZONES

K TYPE B CLASS 1 WHITE SINGLE ARROW TURN LANES

L TYPE B CLASS 1 WHITE COMBINATION ARROW TURN LANES

M TYPE B CLASS 1 WHITE 8' LETTERS PAVEMENT LETTERS (STOP, YIELD, BUS, ONLY, etc.)

N TYPE B CLASS 1 WHITE 6" WIDTH, 2' LONG, 10' SPACING LANE TRANSITIONS, TURN LANE SKIPS

O TYPE B CLASS 1 WHITE 12" WIDTH, 20' SPACING @45 DEGREEGORE MARKINGS

P TYPE B CLASS 1 YELLOW 8" WIDTH @45 DEGREE GORE MARKINGS

Q TYPE B CLASS 1 WHITE 6" WIDTH, 2' LONG, 4' SPACING LANE TRANSITIONS

R TYPE B CLASS 1 WHITE 4" WIDTH, DOUBLE LINE, 4' SPACINGCURB EXTENSIONS

S TYPE B CLASS 1 WHITE 24" WIDTH VDOT - STOP BARS

T TYPE B CLASS 1 YELLOW 6" WIDTH, 2' LONG, 4' SPACING LANE TRANSITIONS

01 2 3

4 5

LIMIT OF WORK

LIMIT OF WORKLIMIT OF WORK

LIMIT OF WORK

7CC

16'15'15'

4' 3' 2' 9' 6'

asphalt

asphalt

asphalt

asphalt

asphalt

hcr

asphalt curb

asphalt curb

lsa

porch

stop

stop

stop

8"

6"

6"

10"

10"

12"

gravel

gravel

6"

12"

6"

6"

6"

4"

4"

4"

stp

ram

p

asphalt

asphalt

10"

18"

24"

18"

12"

15"

15"

15"

bushes

pond

12"

6"

15"6"

4"

4"

10"

8"

10"

concrete

concrete

concrete

concrete

porch

10"

4"

4"

6"

10"

10"

6"

8"

15"

12"

36"

18"

24"

6"

6"

3"

8"

4"

4"

6"

6"

12"

6"

bushes

bushes

bushes

bushes

12"

6"

6"

15"

brick

b

r

i

c

k

rail fence

reserved

parking

concrete

concrete

concrete

concrete

concrete

concrete

stone

concrete

concrete

concrete

concrete

concrete

concrete

no

parking

no

parking

no

parking

asphalt

10"

no

parking

no

parking

gravel

asphalt curb

stp

stpstp

stp

stp

stp

stp stp

asphalt

gravel

gravel

gravel

concrete

porch

concrete

porch

asphalt curb

asphalt curb

vepco

1041a

2 story

alum

inum

siding

#400

2 story

brick &

vinyl

#401

1 story

brick

#5624

2 story

brick & vinyl

#5620

1 story

#5616

50.00'

50.00'

120.00'

50.00'

9

RPC 21024012

CLARK/NEUN

10

RPC 21024011

STEHM

13

RPC 21024009

LONG

14

RPC 21024008

COHRSSEN

15

RPC 21024007

KRUG

16

RPC 21024006

MARTINEAU

1

RPC 21030001

CELIA/O'CONNELL

2

RPC 21030002

CHRISTENSEN/MICHAUD

3

RPC 21030003

SIDDLE

4

RPC 21030004

SOUTHARD

5

RPC 21030018

WALKER

6

RPC 21030019

WANNER

7

RPC 21030007

WAGNER, TRS.

8

RPC 21030008

JONSON

10

RPC 21025014

LEROY, ET AL

1

RPC 21029001

DICKERSON

10

RPC 21032009

BLOOM/DIAMOND

2 story

aluminum

#5612

2 story

aluminum

#5608

1 story

stucco

#5604

1 story

brick

#5600

1 story

fram

e

#401

13

4

story

frame

#5533

11

2

story

vinyl

#5601

2 story

vinyl

#5605

11

2

story

vinyl

#5609

11

2

story

vinyl

#5613

2 story

aluminum

#5623

2 story

aluminum

#5627

TRV #302

PK NAIL/CAP SET

14+46.75 OFF 10.84' LT.

ELEV=259.57

301

302

310

50.00'

50.00'

50.00'

50.00'

50.00'

50.00'50.00'

50.00'50.00'50.00'50.00'

50.00'

50.00'50.00'

50.00'

50.00'45.22'

120.00'

120.00'

120.00'

120.00'

120.00'

120.00'

120.00'

TRV #301

PK NAIL/CAP SET

11+63.64 OFF 16.08' RT.

ELEV=261.52

D

D

D

D

BLOCK 16

CURTIS & BURDETT'S SUBDIVISION OF

CARLIN SPRINGS

LIBER J-4, PG. 63

BLOCK 21

CURTIS & BURDETT'S SUBDIVISION OF

CARLIN SPRINGS

LIBER J-4, PG. 63

UGE

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS8" W

8" W8" W

8" W8" W

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

GAS GAS

GAS

GAS GAS

8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

GAS

GAS

GAS

GAS

GAS

8" W8" W

8" WU

NK

GAS

GAS

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WMWM

WM

WM

EOI

EOI

EOI

WV

WV

WV

WV

WV

WV

WV

vepco

1031g

vepco

1031b

vepco

vepco

1030h

vepco

1030i

vepco

1030c

vepco

1029k

vepco

1030b

c&p

1030a ag47

vepco

1041a

vepco

1041h

D

15595

15625

25449

25448

ex. 24" storm

ex. 18" storm

e

x

.

1

5

"

s

t

o

r

m

ex. 15" storm

ex. 15" storm

S

S

3858

3859

8" S

8" S

8" S

1011 12 13

14

56

7

10

11

12

8" W4TH STREET S

S JEFFERSO

N ST

S KEN

SIN

GTO

N ST

2 story

frame

#5619

WM

12

RPC 21024016

NARECHANIA

11

RPC 21024015

CONNAIR

concrete

lsa lsa

4"

WM

WM

4"4"

gravel

asphalt

concrete

concrete

stoop

brick

stoop

conc.conc.

4' w

ood

2 story

frame

#5617

40'

50'

40'

40'

50'

40'

2" gas abandoned

2" gas abandoned

2" gas abandoned

4" gas abandoned

10+25

67 8 9 10

2

5

9

2

6

2

2

5

9

2

5

8

2

5

7

2

5

6

256

2

5

7

2

5

7

2

5

4

255 2

5

3

2

5

8

2

5

8

2

6

0

260

2

6

1

261

2

5

9

2

6

1

2

5

7

256

2

5

8

2

5

8

2

5

8

2

5

7

252

LIMIT OF WORK

LIMIT OF WORK

6CC

6'

3'

18'

lsa

porch

lsa

lsa

lsa

porch

bushes

brick

stop/street

stop

36"

18"

30"

12"

12"

18"

15"

4"

36"

48"

10"

24"

24"

12"

12"

gate

c

o

n

c

r

e

t

e

bushes

ivy

lsa

brick

brick

15"

36"

4"

4"

36"

30"

6"

4"

6"

24"

18"

6"

10"

c

o

n

c

r

e

t

e

6"

8"

8"

15"

8"

15"

15"

6"

6"

12"

6"

15"

20"

10"

4"

12"

12"

10"

concrete

concrete

concrete

concrete

concrete

concrete

concrete

concrete

concrete

concrete

concrete

concrete

concrete

runners

stp

stp stp

stp stp

stpstp

gravel

asphalt

gravel

concrete

asphalt curb

asphalt

asphalt

asphalt

c

o

n

c

r

e

t

e

porch

brick

stones

gravel

gravel

gravel

stp

6"

concrete

porch

brick

RPC 21025014

LEROY, ET AL

11

RPC 21025013

FLECK

12

RPC 21025012

FREEMEYER

13

RPC 21025011

DOWNIE/BROMMS

14

RPC 21025010

RUGGIERO

15

RPC 21025009

DUDLEY

16

RPC 21025008

SHEPPARD

17

RPC 21025007

SHAPARD/DILGER

18

RPC 21025006

GELLANA

RPC 21029001

2

RPC 21029002

REEDER/LESUEUR

3

RPC 21029003

DAVIS

4

RPC 21029004

FEDAK

5 & 6

RPC 21029005

KING

7

RPC 21029006

JOHNSON, TRS.

LIBER J-4, PG. 63

10

RPC 21026017

CARLSON

11

RPC 21026016

RICE

1

RPC 21027001

HILL FAMILY

COMPANY NO. 1, LLC

2

RPC 21027002

GIUSEPPE

2 story

vinyl

#5528

2 story

aluminum

#5524

2 story

frame

#5520

2 story

#5516

2 story

frame

#5508

1 story

stucco

#5432

1 story

stucco

#5428

1 story

brick

#5429

1 story

brick

#311

1

1

2

story

brick

#310

1 story

#5505

1 story

brick

#5509

1 story

vinyl

#5513

11

2

story

brick

#5517

1 story

aluminum

#5521

11

2

story

vinyl

#5525

11

2

story

cement fiber

#5529

14+46.75 OFF 10.84' LT.

303

TRV #303

PK NAIL/CAP SET

16+41.83 OFF 12.27 RT.

ELEV=259.23

304

TRV #304

PK NAIL/CAP SET

19+35.33 OFF 15.28' LT.

ELEV=255.20

50.00' 50.00' 50.00'

50.00'

50.00'50.00'

50.00'50.00'50.00'

50.00'

50.00'

50.00'

50.00'

50.00'

50.00' 50.00'

50.00'

120.00'

120.00'

120.00'

120.00'

lsa lsa

D

D

D

D

D

BLOCK 17

CURTIS & BURDETT'S SUBDIVISION OF

CARLIN SPRINGS

LIBER J-4, PG. 63

BLOCK 22

CURTIS & BURDETT'S SUBDIVISION OF

CARLIN SPRINGS

LIBER J-4, PG. 63

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGAS

GAS

GAS

GAS

GAS

8" W

8" W

8" W

8" W

8" W

8" W

GAS

GAS

GAS

GAS GAS GAS GAS

GAS

GAS

GAS

GAS

GAS

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WM

WV

WV

WV

UG

E

vepco

1029j

vepco

1029i

vepco

1029a

vepco

1029g

vepco

1042a

vepco

1043h

D

D

D

15544

15568

15570

15570A

15709

e

x

.

1

5

"

s

t

o

r

m

e

x

. 1

5

"

s

to

r

m

ex. 15" storm

e

x

.

1

5

"

s

t

o

r

m

S

S

S

3860

10702

3895

8" S

8" S

8" S

15

16 17

18 19 20

34

5

4TH STREET S

4TH STREET S

S ILLIN

OIS ST

9A

RPC 21029018

QUATTLEBAUM

2 story

fram

e

#404

vepco

1042a

100.00'

60.00'

8A

RPC 21029017

NOLAN

lsa

stone

lsa

8"

6"

4"

4"

4"

4"

4"

a/c

a/c

brick

concrete

concrete

stone

concrete

lsa

brick

lsa

conc.

WM

WM

60.00'

2 story

fram

e

#408

40'

40'

40'

40'

2" gas abandoned

2" gas abandoned

2" gas abandoned

LANDSCAPE LEGEND

PROTECT EXISTING TREE DURING

CONSTRUCTION WORK, ROOT PRUNE &

HAND DIG AROUND TREE ( VERIFY WITH

COUNTY FORESTER , 703-228-6657).

PROPOSED TREE LOCATIONS ( BY OTHERS )

LOCATION MAY BE ADJUSTED BASED ON

FINAL GRADING AND UTILITIES.

SEE SHEET C091.2 FOR PLANT LIST.

4' X 15' X 30" DEEP - IMPORTED TOPSOIL

TREE PIT / PANEL.

THE LENGTH, WIDTH AND DEPTH OF EACH

INDIVIDUAL TREE PIT SHALL BE DOCUMENTED WITH A

CLEARLY LABELED PHOTOGRAPH USING A RIGID TAPE

MEASURE. THE PHOTOGRAPHS SHALL BE E-MAILED TO

THE COUNTY CONSTRUCTION MANAGER AND /OR

PROJECT OFFICER FOR APPROVAL PRIOR TO THE TREE

PITS BEING FILLED WITH APPROVED TOPSOIL.

SEE DETAIL SHEET C091.2

G SQUARCIAFICO

V ROLLAMAS

V ROLLAMAS

LAN

DSCAPE PLAN

S KEN

SIN

GTO

N ST TO

S ILLIN

OIS ST

4TH

STREET S

4TH STREET S Z280

Z280

C091.1

0

GRAPHIC SCALE

25 50

MA

TC

H LIN

E - S

TA

TIO

N: 5

+5

0 - P

RO

P. C

EN

TE

R LIN

E - 4

TH

S

TR

EE

T S

MA

TC

H LIN

E - S

TA

TIO

N: 5

+5

0 - P

RO

P. C

EN

TE

R LIN

E - 4

TH

S

TR

EE

T S

LOD

SCALE:

SEAL

FACILITIES & ENGINEERING DIVISION

ENGINEERING BUREAU

2100 CLARENDON BOULEVARD, SUITE 813

ARLINGTON, VA 22201

PHONE: 703.228.3629

FAX: 703.228.3606

DEPARTMENT OF

ENVIRONMENTAL SERVICES

COPYRIGHT © 2018 ARLINGTON COUNTY

VIRGINIA - ALL RIGHTS RESERVED

REVISIONS DATE

PLOTTED:

REVISED

O

N 05/23/2018

DESIGNED:

DRAWN:

CHECKED:

JULY 23 2020

FILEN

AM

E: Z280-260-LAN

DSCAPE_PLAN

-PRESEN

TATIO

N.D

WG

PATH

: Q

:\D

ATA\Z280\D

ESIG

N\CAD

\ACTIVE PLO

TTED

BY: G

SQ

UARCIAFICO

APPROVALS DATEAPPROVALS DATE

WATER, SEWER, STREETS BUREAU CHIEF

CONSTRUCTION MANAGEMENT SUPERVISOR

TRANSPORTATION DIRECTOR

QUALITY CONTROL ENGINEER

PROJECT MANAGER

05 / 28 / 2020

Redbud-Cercis canadensis

Temporary Easements:• Temporary Easement and Construction Agreements

(TECA) allow the County’s contractors to access private yards to perform construction-related work, including the relocation of fences, replacement of disturbed sod, and making grade adjustments.

• The County’s contractors restore the disturbed area within the Temporary Easement as nearly as practicable to match original conditions.

• Temporary Easements become null and void at the end of the project.

• A County Real Estate Specialist will contact property owners about their TECA, and can answer questions or assist with locating a notary public.

8

Next Steps:1. Meeting notes and final design plan mailed to all affected property owners

2. Temporary Easement and Construction Agreements are mailed to affected property owners

3. Construction Drawings and Specifications are finalized

4. Bid packages are prepared for procurement of a Construction Contractor

5. Contract award and preparation for construction

6. An on-site, Pre-Construction Meeting is held with residents 1 to 2 weeks prior to construction start

9

11

CONTACT FOR THIS NEIGHBORHOOD CONSERVATION PROJECT:Laura Simpson, NC Planner

Community Planning, Housing, & DevelopmentNeighborhood Services Division

lsimpson@arlingtonva.us(703) 228-3813

Additional feedback, comments or questions can be submitted through a Feedback Form link located on the County’s Neighborhood Conservation, 4th St. S project webpage: https://projects.arlingtonva.us/projects/4th-street-south/

Thank you for participating