sediment trap design

SF

POINT "B"

BE HIGHER THAN

POINTS "A" SHOULD

"A"

FLOW

(PERSPECTIVE VIEW)

"B"

(FRONT ELEVATION)

"A"

DRAINAGEWAY INSTALLATION

GENERAL NOTES - SILT FENCE

SHEET FLOW INSTALLATION

A 6" OVERLAP.

OVER THE FILTER FABRIC.

BEEN PERMANENTLY STABLIZED.

3) THE EXCAVATED TRENCH SHALL BE 4 INCHES WIDE AND 4 INCHES

6) SILT FENCES SHALL BE REMOVED WHEN THE UPSLOPE AREA HAS

5) THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED

4) SUPPORT POSTS SHALL BE A MAXIMUM OF 6 FEET APART.

2) FILTER FABRIC SHALL BE A CONTINUOS ROLL. WHEN JOINTS ARE

DEEP ON THE UPSLOPE SIDE OF THE PROPOSED LOCATION.

AND A MAXIMUM OF 34 INCHES ABOVE GROUND ELEVATION.

UNAVOIDABLE, A SPLICE MAY BE MADE AT A SUPPORT POST WITH

1) THE HEIGHT OF A SILT FENCE WILL BE A MINIMUM OF 16 INCHES

4"

STAKES

6’ MAX

FLOW

THE EXCAVATED SOIL

UPSLOPE ALONG THE LINE OF

4. BACKFILL AND COMPACT

2. EXCAVATE A 4"x4" TRENCH

FLOW

IT INTO THE TRENCH

1. SET THE STAKES

TO STAKES AND EXTEND

3. STAPLE FILTER MATERIAL

3.05

3’ MAX

(WITHOUT WIRE SUPPORT)

CONSTRUCTION OF A SILT FENCE

SAFETY FENCE

PERSPECTIVE VIEW

PERSPECTIVE VIEW

PLASTIC FENCE

PERSPECTIVE VIEW

METAL FENCE

5’ MIN.

6’ MAX.

POLYETHYLENE

FABRIC

(ATTACH TO

POSTS WITH

METAL TIE WIRES.)

CONVENTIONAL

METAL (T) OR

(U) POSTS

BRACING

CONCRETE

FOOTING

WIRE

FABRIC

LINE POST

10’ MAX.

GROUND LINE

SOURCE: CONWED PLASTICS

VDOT ROAD AND BRIDGE STANDARDS

VA. DSWC

PLATE. 3.1-1

DD

18" MIN.

4.5’ MIN.

COMPACTED SOIL

FLOW

3.09

TEMPORARY DIVERSION DIKE

CROSS SECTION NOT TO SCALE

PERFORATED RISER DETAIL NOT TO SCALE

STORAGE VOLUME REQUIRED NOT TO SCALE

MIN. 1.0% SLOPE

15" CORRUGATED METAL BARREL

BASE(AS SHOWN)

OR 1/4" STEEL

18" CONC. BASE

2 TIMES THE RISER DIAMETER

HORIZONTALLY, (9) HOLES TOTAL.

VERTICALLY, AND 12 INCHES

SPACED 6 INCHES APART

THREE ROWS OF 1-INCH HOLES

A GRAVEL CONE OF VDOT #1

CRUSHED AGGREGATE SHALL BE

PLACED AROUND THE RISER TO

PREVENT CLOGGING OF THE

PERFORATIONS.

12"’

6"’

3"’

1’-5" MIN.

6"

18" PERFORATED

CORRUGATED

METAL RISER

30"’

134 CY./AC.

3.5’

MIN.

3.0’

PIPE OUTLET SEDIMENT TRAP(1 TO 3 ACRES OF DRAINAGE AREA)

67 C.Y./ AC.

67 C.Y./ AC.

"DRY" STORAGE

ST 3.13

"WET" STORAGE

2:1

3:1

3:1

(Not to scale)

W

1:1

min

L

EXCAVATED

HoH

SEDIMENT TRAP DETAIL

SEDIMENT TRAP DESIGN

WEIR DRAINAGE REQUIRED PROVIDED STORAGE HEIGHT WEIR TOP WEIR @ TOP OF TOP OF

ELEVATIONAREALWHoHWETSTORAGESTORAGE

No. AREA

(acres) (cu ft)

WET

(cu ft)

DRY

(cu ft)

DIMENSIONS

DEPTH

(ft)

L =

(ft)

W =

(ft)

OF

BERM

(ft)

OUTLET

HEIGHT

(ft)

WIDTH

(ft)

LENGTH

(ft)

WEIR DRY

STORAGE

(sq ft)

WEIR

ST #3

ST #1

ST #2 0.50 1,809 3.0 2.0

ST #4*

1242

0.22 688 604 704

3.0 2.0 1,886

ST #5

ST #6

796

0.53 1,918

2.0 -1.93 6,983

4.0 3.0 1,8550.88

3.0 2.0 1,4720.78

3,184

2,822

2,198

3,362

8,737

1,878

1,594

1,242

1,886

3,567

1,616

2,368

2

3

2

2.5

2

2.5

20 10

11 30

70 11

73 27

94 5.5

28 14

2.5

2.5

3

3

3

2

3

3.2

-

6

5

-

383.00

381.00

-

357.00

364.00

366.001.02.0 2

NOTE: PIPE OUTLET SEDIMENT TRAP TO BE EMPLOYED UPON DRAINAGE AREA

GREATER THAN ONE ACRE. (SEE DETAIL THIS SHEET)*

1P(2)

ER

OSIO

N & SIL

TA

TIO

N C

ON

TR

OL D

ET

AIL

S

Rin

ker

Desig

n Associates, P.C.

Engineering * S

urv

eyin

g * L

and Pla

nnin

g * Tra

nsportation * E

nviron

mental Services

To

wn of Leesburg

Loudoun C

ounty,

Virginia

ww

w.r

dacivil.c

om

AS

SO

CIA

TE

D

PL

AN

TO

WN

NU

MB

ER:

EN

GIN

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R:

PR

OJE

CT

NA

ME:

SU

BMIS

SIO

N

DA

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PR

OJE

CT

MA

NA

GE

R:

C.I.P.

NU

MB

ER:

Sheet

VD

OT

PR

OJ.

NO.U000-2

53-3

12

PROJECT MANAGER

DESIGN SUPERVISED BY

DESIGNED BY

SURVEYED BY

Mark A. Gunn, P.E., (703) 368-7373

Tele

phone: (703) 368-7

373 , F

ax: (703) 257-5

443

9385 Discovery Blvd. Suite 2

00, M

anassas Virginia 2

0109 on the w

eb @ w

ww.rdacivil.c

om

to M

ake Y

our

Visio

n R

eality"

"We W

elco

me the O

pportunity

of 20

Sohaib Qadir, P.E., (703) 368-7373

M

AR

K

A.

GU

NN,

P.E.

SY

CO

LIN R

OA

D W

IDE

NIN

G P

HA

SE I

V

Anne Geiger, (703) 771-2742 (Town of Leesburg)

Sidney Thomas, L.S., (703) 368-7373 (2015)

SUBSURFACE UTILITY BY Accumark, (800) 542-2990 (2015)

AI

NIG

RI

V FO HTLAE

WN

OM

MO

C

RE

ENI

GNE LANOI

SSE

FO

RP

DESHPANDE

NIKHIL V.

Lic. No. 045430

Rin

ker

Fax: (703) 257-5

443

Phone: (703) 368-7

373

Manassas,

VA 20109

Suite 2

00

9385 Discovery B

oule

vard

Fax: (703) 612-0

668

Phone: (703) 612-0

665

Gle

n Allen,

VA 23060

Suite 1

00

4301 D

ominio

n B

oule

vard

Fax: (540) 548-4

471

Phone: (540) 548-4

470

Frederic

ksburg,

VA 22407

Suite 1

05

927 M

aple G

rove D

riv

e

Desig

n A

ssociates, P.C.

Office L

ocations

Land Pla

nnin

g

Rig

ht of

Way S

ervices

Envir

on

mental

Civil E

ngin

eerin

gSurveyin

g

Transportation

---

www.RDAcivil.com

TB

D

FR

OM C

LA

UDIA D

RIV

E T

O T

OL

BE

RT L

AN

E S.E.

02/

21/

2018

TL

CI-2016-0

002

100% PLANS

Nikhil V Deshpande

2018.02.22 09:29:06 -05'00'

PP

MS# :

Scale : 1" = 2

5’

Date : 12

-13

-14Operator : . .

Survey By : . .

Vertic

al D

atu

m

Based

On

NA

VD 19

88

Horiz

ontal D

atu

m

Based

On

Vir

ginia State Pla

ne Coordin

ate Syste

m, N

orth Zone, N

AD 19

83.

To :

Fro

m :

County :

District :

Project : - - - -

Route : S

ycolin Road - P

hase 4

COPY OF PLAT)(DO NOT HAVE READABLE

PAGE 1788PER DEED BOOK 993, EXISTING EASEMENTS

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

DD

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

To RemainExist. Structure

Rin

ker

Desig

n Associates, P.C.

Engineering * S

urv

eyin

g * L

and Pla

nnin

g * Tra

nsportation * E

nviron

mental Services

To

wn of Leesburg

Loudoun C

ounty,

Virginia

ww

w.r

dacivil.c

om

AS

SO

CIA

TE

D

PL

AN

TO

WN

NU

MB

ER:

EN

GIN

EE

R:

PR

OJE

CT

NA

ME:

SU

BMIS

SIO

N

DA

TE:

PR

OJE

CT

MA

NA

GE

R:

C.I.P.

NU

MB

ER:

Sheet

VD

OT

PR

OJ.

NO.U000-2

53-3

12

PROJECT MANAGER


DESIGNED BY

SURVEYED BY

Mark A. Gunn, P.E., (703) 368-7373

Tele

phone: (703) 368-7

373 , F

ax: (703) 257-5

443


00, M

anassas Virginia 2

0109 on the w

eb @ w

ww.rdacivil.c

om

to M

ake Y

our

Visio

n R

eality"

"We W

elco

me the O

pportunity

of 20

Sohaib Qadir, P.E., (703) 368-7373

M

AR

K

A.

GU

NN,

P.E.

SY

CO

LIN R

OA

D W

IDE

NIN

G P

HA

SE I

V


Sidney Thomas, L.S., (703) 368-7373 (2015)


AI

NIG

RI

V FO HTLAE

WN

OM

MO

C

RE

ENI

GNE LANOI

SSE

FO

RP

DESHPANDE

NIKHIL V.

Lic. No. 045430

Rin

ker

Fax: (703) 257-5

443

Phone: (703) 368-7

373

Manassas,

VA 20109

Suite 2

00

9385 Discovery B

oule

vard

Fax: (703) 612-0

668

Phone: (703) 612-0

665

Gle

n Allen,

VA 23060

Suite 1

00

4301 D

ominio

n B

oule

vard

Fax: (540) 548-4

471

Phone: (540) 548-4

470

Frederic

ksburg,

VA 22407

Suite 1

05

927 M

aple G

rove D

riv

e

Desig

n A

ssociates, P.C.

Office L

ocations

Land Pla

nnin

g

Rig

ht of

Way S

ervices

Envir

on

mental

Civil E

ngin

eerin

gSurveyin

g

Transportation

---

www.RDAcivil.com

TB

D

FR

OM C

LA

UDIA D

RIV

E T

O T

OL

BE

RT L

AN

E S.E.

02/

21/

2018

TL

CI-2016-0

002

100% PLANS

62B

79A

63A

63A

62B

60C

60C

79A

79A79A

62B60C

63A

62B

60C

69A

60C

60C

60C

69A

69A

62B

62B

63A

79A

73B

62B

79A

62B

63A

SOIL

S M

AP A

ND T

AB

LE

SOILS MAP AND TABLE

(Rte. 625)

Sycolin Roa

d

(Rte. 625)

Sycolin Roa

d

Miller Drive S.E.

Tavistock Drive S.E.

(Rte. 6

54)

Tolbert Lane S

.E.

0 200’ 400’

SCALE

1P(3)

Nikhil V Deshpande

2018.02.22 09:29:35 -05'00'

385

385

385

385

385

385385

385

385

385

385

390

390 390

390

390

390

390

390

390

390

390

390

390

390

395

390

395

395

395

395

395

395

395

390

385

395

394

400

400

395

400

400

400

404

403

398

398

403

399

395

404

402403

398

Z

Z

Z

Z

Z

UK

UK

UK

UK

UK

UK

UK

UK

DIST-B

DIST-B

DIST-B

DIST-B

DIST-B

DIST-B

DIST-B

97

98

99

100

101

102

103

104

105

106

107

108

11

12

(Rte. 625)Sycolin Road


(54.5

0’

Wid

e)

Cla

udia

Drive

DIST-B Denotes Drop Inlet Silt Trap Type B

Legend

DIST-B

DIST-B

1Q

EROSION AND SEDIMENT CONTROL PHASE 1

ST

ATIO

N 97+00 T

O 1

08+50

ER

OSIO

N A

ND S

EDIM

EN

T C

ON

TR

OL P

HA

SE I

0

SCALE

50’ 100’

Matc

h Lin

e Sta. 10

8+5

0 (C.B.L.) - S

ee Sheet 1Q(1)

Rin

ker

Desig

n Associates, P.C.

Engineering * S

urv

eyin

g * L

and Pla

nnin

g * Tra

nsportation * E

nviron

mental Services

To

wn of Leesburg

Loudoun C

ounty,

Virginia

ww

w.r

dacivil.c

om

AS

SO

CIA

TE

D

PL

AN

TO

WN

NU

MB

ER:

EN

GIN

EE

R:

PR

OJE

CT

NA

ME:

SU

BMIS

SIO

N

DA

TE:

PR

OJE

CT

MA

NA

GE

R:

C.I.P.

NU

MB

ER:

Sheet

VD

OT

PR

OJ.

NO.U000-2

53-3

12

PROJECT MANAGER


DESIGNED BY

SURVEYED BY

Mark A. Gunn, P.E., (703) 368-7373

Tele

phone: (703) 368-7

373 , F

ax: (703) 257-5

443


00, M

anassas Virginia 2

0109 on the w

eb @ w

ww.rdacivil.c

om

to M

ake Y

our

Visio

n R

eality"

"We W

elco

me the O

pportunity

of 20

Sohaib Qadir, P.E., (703) 368-7373

M

AR

K

A.

GU

NN,

P.E.

SY

CO

LIN R

OA

D W

IDE

NIN

G P

HA

SE I

V


Sidney Thomas, L.S., (703) 368-7373 (2015)


AI

NIG

RI

V FO HTLAE

WN

OM

MO

C

RE

ENI

GNE LANOI

SSE

FO

RP

DESHPANDE

NIKHIL V.

Lic. No. 045430

Rin

ker

Fax: (703) 257-5

443

Phone: (703) 368-7

373

Manassas,

VA 20109

Suite 2

00

9385 Discovery B

oule

vard

Fax: (703) 612-0

668

Phone: (703) 612-0

665

Gle

n Allen,

VA 23060

Suite 1

00

4301 D

ominio

n B

oule

vard

Fax: (540) 548-4

471

Phone: (540) 548-4

470

Frederic

ksburg,

VA 22407

Suite 1

05

927 M

aple G

rove D

riv

e

Desig

n A

ssociates, P.C.

Office L

ocations

Land Pla

nnin

g

Rig

ht of

Way S

ervices

Envir

on

mental

Civil E

ngin

eerin

gSurveyin

g

Transportation

---

www.RDAcivil.com

TB

D

FR

OM C

LA

UDIA D

RIV

E T

O T

OL

BE

RT L

AN

E S.E.

02/

21/

2018

TL

CI-2016-0

002

100% PLANS

Nikhil V Deshpande

2018.02.22 09:30:04 -05'00'

360

360

365

365

365

365

365

365

370

370

370

370

370

370

370

370

375

380

385

370

372

365

365

365

375

375

375

375

375

375

375

380

380

380

380

380

380

380

380

380

380

380

375

370

380

370

375

380

385

385

385

385

385

385

385

385

380

385

390

390

390

390

390

390

390

395

395

395

395

395

395

S

S

S

Z

PL

Z

Z

Z

Z

Z

Z

Z

PL

Z

Z

Z

Z

Z

UK

UK

UK

UK

UK

UK

UK

UKUK

UK

UK

UK

UK

UK

DIST-B

DIST-B

DIST-B

DIST-B

DIST-A

TSF

TSF

TSF

TSF

TSF

TSF

TSF

109

110

111

112

113

114

115

116

117

118

119

120

121

122

11

12


(Rte. 643)

Sycolin Road S.E.

(Private Str

eet)

Loudoun Center Pla

ce

1111

12

13

10

DIST-A Denotes Drop Inlet Silt Trap Type A


TSF Denotes Temporary Silt Fence, St’d EC-5

Denotes Temporary Sediment TrapST

Legend

Disturbance

Limits of

Disturbance

Limits of

SSF

SSF Denotes Super Silt Fence, Detail Sht. 1P(2)

Denotes Sediment Trap Divides


0

SCALE

50’ 100’

ST

ATIO

N 108+50 T

O 1

22+50

ER

OSIO

N A

ND S

EDIM

EN

T C

ON

TR

OL P

HA

SE I

1Q(1)

Matc

h Lin

e Sta. 12

2+0

0 (C.B.L.) - S

ee Sheet 1Q(2)

Matc

h Lin

e Sta. 10

8+5

0 (C.B.L.) - S

ee Sheet 1Q

Rin

ker

Desig

n Associates, P.C.

Engineering * S

urv

eyin

g * L

and Pla

nnin

g * Tra

nsportation * E

nviron

mental Services

To

wn of Leesburg

Loudoun C

ounty,

Virginia

ww

w.r

dacivil.c

om

AS

SO

CIA

TE

D

PL

AN

TO

WN

NU

MB

ER:

EN

GIN

EE

R:

PR

OJE

CT

NA

ME:

SU

BMIS

SIO

N

DA

TE:

PR

OJE

CT

MA

NA

GE

R:

C.I.P.

NU

MB

ER:

Sheet

VD

OT

PR

OJ.

NO.U000-2

53-3

12

PROJECT MANAGER


DESIGNED BY

SURVEYED BY

Mark A. Gunn, P.E., (703) 368-7373

Tele

phone: (703) 368-7

373 , F

ax: (703) 257-5

443


00, M

anassas Virginia 2

0109 on the w

eb @ w

ww.rdacivil.c

om

to M

ake Y

our

Visio

n R

eality"

"We W

elco

me the O

pportunity

of 20

Sohaib Qadir, P.E., (703) 368-7373

M

AR

K

A.

GU

NN,

P.E.

SY

CO

LIN R

OA

D W

IDE

NIN

G P

HA

SE I

V


Sidney Thomas, L.S., (703) 368-7373 (2015)


AI

NIG

RI

V FO HTLAE

WN

OM

MO

C

RE

ENI

GNE LANOI

SSE

FO

RP

DESHPANDE

NIKHIL V.

Lic. No. 045430

Rin

ker

Fax: (703) 257-5

443

Phone: (703) 368-7

373

Manassas,

VA 20109

Suite 2

00

9385 Discovery B

oule

vard

Fax: (703) 612-0

668

Phone: (703) 612-0

665

Gle

n Allen,

VA 23060

Suite 1

00

4301 D

ominio

n B

oule

vard

Fax: (540) 548-4

471

Phone: (540) 548-4

470

Frederic

ksburg,

VA 22407

Suite 1

05

927 M

aple G

rove D

riv

e

Desig

n A

ssociates, P.C.

Office L

ocations

Land Pla

nnin

g

Rig

ht of

Way S

ervices

Envir

on

mental

Civil E

ngin

eerin

gSurveyin

g

Transportation

---

www.RDAcivil.com

TB

D

FR

OM C

LA

UDIA D

RIV

E T

O T

OL

BE

RT L

AN

E S.E.

02/

21/

2018

TL

CI-2016-0

002

100% PLANS

Nikhil V Deshpande

2018.02.22 09:30:36 -05'00'

350

355

355

355

355

355

355

355

360

355

360

365

370

375

350

360

360

360

360

360

360

360360

355

360

365

365

365

365

365

365

365

365

365

365

365366

370

370

370

370

370

370

370

370

370

370

370

372

365

360

365

360

365

365 365

360

360

365

360

361

370

375

375

375

375

375

380

380

380

380

380

384

380

385

6’ Ir

on Fence

6’ Iron Fence

Mailb

ox

7372.73

PL

Z

Z

Z

PL

PL

PL

PL

PL

UK

UK

UK

UK

UK

UK

UK

UK

UK

UK

UK

C&

G

C&

G

C&G

C&G

C&GE.P.

E.P.

E.P. E.P.

E.P.

C&G

C&G

C&G

C&

G

W.S.E. = 353.2

W.S.E. = 362.8

Town of Leesburg GIS)

(Approximate Location

Exist. Gravel Service Road

Town of

Leesburg GIS)

(Approxim

ate Locati

on

Exist. Asp

halt

Service R

oad

DIST-B

ST

#1

ST#3

#4

ST

DD

DD

TSF

TSF

TSF

TSF

TSF

TSF

122

123

124 12

5 126 127

128

129

130

131

132

133

134

11

12

(Rte. 643)

Sycolin Road S.E.

(Rte. 643)Sycolin R

oad S.E.

(Width Varies)

Miller Drive S.E.

DIST-B

DIST-B




Legend

DD Denotes Temporary Diversion Dike, St’d EC-9

7-9

DD

Disturbance

Limits of

Disturbance

Limits of

DA = 0.22 Ac.

DA = 0.59 Ac.

TSF

15"

DDST

#2

DA = 0.50 Ac.


DA = 1.74 Ac.

Inv. Out = 352.75Inv. In = 353.5080’ - 15" CMP Req’d.Top of Riser = 356.50Top of Dam = 358.00(Detail Sht. 1P(2))Pipe Outlet ST

358.0

353.5

358.0

354.0

363.0 367.0

360.0

365.0

354.0

Disturbance

Limits of

Disturbance

Limits of

TSF

TSF

TSF


0

SCALE

50’ 100’

ST

ATIO

N 122+50 T

O 1

34+50

ER

OSIO

N A

ND S

EDIM

EN

T C

ON

TR

OL P

HA

SE I

1Q(2)

Matc

h Lin

e Sta. 12

2+0

0 (C.B.L.) - S

ee Sheet 1Q(1)

Matc

h Lin

e Sta. 13

4+5

0 (C.B.L.) - S

ee Sheet 1Q(3)

Rin

ker

Desig

n Associates, P.C.

Engineering * S

urv

eyin

g * L

and Pla

nnin

g * Tra

nsportation * E

nviron

mental Services

To

wn of Leesburg

Loudoun C

ounty,

Virginia

ww

w.r

dacivil.c

om

AS

SO

CIA

TE

D

PL

AN

TO

WN

NU

MB

ER:

EN

GIN

EE

R:

PR

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CT

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BMIS

SIO

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CT

MA

NA

GE

R:

C.I.P.

NU

MB

ER:

Sheet

VD

OT

PR

OJ.

NO.U000-2

53-3

12

PROJECT MANAGER


DESIGNED BY

SURVEYED BY

Mark A. Gunn, P.E., (703) 368-7373

Tele

phone: (703) 368-7

373 , F

ax: (703) 257-5

443


00, M

anassas Virginia 2

0109 on the w

eb @ w

ww.rdacivil.c

om

to M

ake Y

our

Visio

n R

eality"

"We W

elco

me the O

pportunity

of 20

Sohaib Qadir, P.E., (703) 368-7373

M

AR

K

A.

GU

NN,

P.E.

SY

CO

LIN R

OA

D W

IDE

NIN

G P

HA

SE I

V


Sidney Thomas, L.S., (703) 368-7373 (2015)


AI

NIG

RI

V FO HTLAE

WN

OM

MO

C

RE

ENI

GNE LANOI

SSE

FO

RP

DESHPANDE

NIKHIL V.

Lic. No. 045430

Rin

ker

Fax: (703) 257-5

443

Phone: (703) 368-7

373

Manassas,

VA 20109

Suite 2

00

9385 Discovery B

oule

vard

Fax: (703) 612-0

668

Phone: (703) 612-0

665

Gle

n Allen,

VA 23060

Suite 1

00

4301 D

ominio

n B

oule

vard

Fax: (540) 548-4

471

Phone: (540) 548-4

470

Frederic

ksburg,

VA 22407

Suite 1

05

927 M

aple G

rove D

riv

e

Desig

n A

ssociates, P.C.

Office L

ocations

Land Pla

nnin

g

Rig

ht of

Way S

ervices

Envir

on

mental

Civil E

ngin

eerin

gSurveyin

g

Transportation

---

www.RDAcivil.com

TB

D

FR

OM C

LA

UDIA D

RIV

E T

O T

OL

BE

RT L

AN

E S.E.

02/

21/

2018

TL

CI-2016-0

002

100% PLANS

Nikhil V Deshpande

2018.02.22 09:31:10 -05'00'

365

370

375

375380

380

380

380

380

380

380

380

380

375

384

380

385

385

385

385

385

385

385

385

385 385

385

385

385

385

385

385

390

390

390

390

390

390

390

390

390

385

395

394

395

395

395

395

395

395

395

395

395

395

390

385

390

395

395

400

400

395

390

390

385

390

395

400

400

400

400

COPY OF PLAT)(DO NOT HAVE READABLE

PAGE 1788PER DEED BOOK 993, EXISTING EASEMENTS

PL

PL

PL

PL

Z

UK

UKUK

UK

UK

UK

UK

UK UK

UK UK

ST#6

ST#5

DD

DD

DDTSF

TSF

TSF

TSF

135

136

137

138

139

140

141

142 14

3

144

145

146

147

10

11

12

(Rte. 643)

Sycolin Road

(Width Varies)


11

10

11

12

DIST-B

DIST-B

DIST-B




Legend

DD Denotes Temporary Diversion Dike, St’d EC-9

Disturbance

Limits of

Disturbance

Limits of

DA = 0.78 Ac.

DA = 0.88 Ac.


384.0

380.0

376.5382.0


0

SCALE

50’ 100’

ST

ATIO

N 134+50 T

O 1

47+00

ER

OSIO

N A

ND S

EDIM

EN

T C

ON

TR

OL P

HA

SE I

1Q(3)

Matc

h Lin

e Sta. 13

4+5

0 (C.B.L.) - S

ee Sheet 1Q(2)

Matc

h Lin

e Sta. 14

7+0

0 (C.B.L.) - S

ee Sheet 1Q(4)

Rin

ker

Desig

n Associates, P.C.

Engineering * S

urv

eyin

g * L

and Pla

nnin

g * Tra

nsportation * E

nviron

mental Services

To

wn of Leesburg

Loudoun C

ounty,

Virginia

ww

w.r

dacivil.c

om

AS

SO

CIA

TE

D

PL

AN

TO

WN

NU

MB

ER:

EN

GIN

EE

R:

PR

OJE

CT

NA

ME:

SU

BMIS

SIO

N

DA

TE:

PR

OJE

CT

MA

NA

GE

R:

C.I.P.

NU

MB

ER:

Sheet

VD

OT

PR

OJ.

NO.U000-2

53-3

12

PROJECT MANAGER


DESIGNED BY

SURVEYED BY

Mark A. Gunn, P.E., (703) 368-7373

Tele

phone: (703) 368-7

373 , F

ax: (703) 257-5

443


00, M

anassas Virginia 2

0109 on the w

eb @ w

ww.rdacivil.c

om

to M

ake Y

our

Visio

n R

eality"

"We W

elco

me the O

pportunity

of 20

Sohaib Qadir, P.E., (703) 368-7373

M

AR

K

A.

GU

NN,

P.E.

SY

CO

LIN R

OA

D W

IDE

NIN

G P

HA

SE I

V


Sidney Thomas, L.S., (703) 368-7373 (2015)


AI

NIG

RI

V FO HTLAE

WN

OM

MO

C

RE

ENI

GNE LANOI

SSE

FO

RP

DESHPANDE

NIKHIL V.

Lic. No. 045430

Rin

ker

Fax: (703) 257-5

443

Phone: (703) 368-7

373

Manassas,

VA 20109

Suite 2

00

9385 Discovery B

oule

vard

Fax: (703) 612-0

668

Phone: (703) 612-0

665

Gle

n Allen,

VA 23060

Suite 1

00

4301 D

ominio

n B

oule

vard

Fax: (540) 548-4

471

Phone: (540) 548-4

470

Frederic

ksburg,

VA 22407

Suite 1

05

927 M

aple G

rove D

riv

e

Desig

n A

ssociates, P.C.

Office L

ocations

Land Pla

nnin

g

Rig

ht of

Way S

ervices

Envir

on

mental

Civil E

ngin

eerin

gSurveyin

g

Transportation

---

www.RDAcivil.com

TB

D

FR

OM C

LA

UDIA D

RIV

E T

O T

OL

BE

RT L

AN

E S.E.

02/

21/

2018

TL

CI-2016-0

002

100% PLANS

Nikhil V Deshpande

2018.02.22 09:31:36 -05'00'

365

365

370

370

370

375375

375

375

375

375

380

380

380

380

380

380

380

380

375

385

385

385

385

385

390

390

390

390

390

395

385

380

380

39039

0395

395

395

395

395

395

395390

390

385

400

400

400

400

400

400

PL

PL

PL

PL

PL

PL

PL

PL

UK

UKUK

UK

UK

UKUK

UK

UK

UK

UK

UK

UK

UK

UK

UK

UK

DIST-B

DIST-B

DIST-A DIST-B

DIST-B

DIST-B

TSF

147

148

149

150

151

152

153

11

12

13

14

15


(Rte. 643)

Sycolin Road

(70’

Wid

e)

(Rte. 654)

Tolbert

Lane S.E.

(Width Varies)

(Rte. 654)

Tolbert

Lane S.E.




Legend

Disturbance

Limits of


0

SCALE

50’ 100’

ST

ATIO

N 147+00 T

O 1

53+25

ER

OSIO

N A

ND S

EDIM

EN

T C

ON

TR

OL P

HA

SE I

1Q(4)

Matc

h Lin

e Sta. 14

7+0

0 (C.B.L.) - S

ee Sheet 1Q(3)

Rin

ker

Desig

n Associates, P.C.

Engineering * S

urv

eyin

g * L

and Pla

nnin

g * Tra

nsportation * E

nviron

mental Services

To

wn of Leesburg

Loudoun C

ounty,

Virginia

ww

w.r

dacivil.c

om

AS

SO

CIA

TE

D

PL

AN

TO

WN

NU

MB

ER:

EN

GIN

EE

R:

PR

OJE

CT

NA

ME:

SU

BMIS

SIO

N

DA

TE:

PR

OJE

CT

MA

NA

GE

R:

C.I.P.

NU

MB

ER:

Sheet

VD

OT

PR

OJ.

NO.U000-2

53-3

12

PROJECT MANAGER


DESIGNED BY

SURVEYED BY

Mark A. Gunn, P.E., (703) 368-7373

Tele

phone: (703) 368-7

373 , F

ax: (703) 257-5

443


00, M

anassas Virginia 2

0109 on the w

eb @ w

ww.rdacivil.c

om

to M

ake Y

our

Visio

n R

eality"

"We W

elco

me the O

pportunity

of 20

Sohaib Qadir, P.E., (703) 368-7373

M

AR

K

A.

GU

NN,

P.E.

SY

CO

LIN R

OA

D W

IDE

NIN

G P

HA

SE I

V


Sidney Thomas, L.S., (703) 368-7373 (2015)


AI

NIG

RI

V FO HTLAE

WN

OM

MO

C

RE

ENI

GNE LANOI

SSE

FO

RP

DESHPANDE

NIKHIL V.

Lic. No. 045430

Rin

ker

Fax: (703) 257-5

443

Phone: (703) 368-7

373

Manassas,

VA 20109

Suite 2

00

9385 Discovery B

oule

vard

Fax: (703) 612-0

668

Phone: (703) 612-0

665

Gle

n Allen,

VA 23060

Suite 1

00

4301 D

ominio

n B

oule

vard

Fax: (540) 548-4

471

Phone: (540) 548-4

470

Frederic

ksburg,

VA 22407

Suite 1

05

927 M

aple G

rove D

riv

e

Desig

n A

ssociates, P.C.

Office L

ocations

Land Pla

nnin

g

Rig

ht of

Way S

ervices

Envir

on

mental

Civil E

ngin

eerin

gSurveyin

g

Transportation

---

www.RDAcivil.com

TB

D

FR

OM C

LA

UDIA D

RIV

E T

O T

OL

BE

RT L

AN

E S.E.

02/

21/

2018

TL

CI-2016-0

002

100% PLANS

Nikhil V Deshpande

2018.02.22 09:31:59 -05'00'

385

385

385

385

385

385385

385

385

385

385

390

390 390

390

390

390

390

390

390

390

390

390

390

390

395

390

395

395

395

395

395

395

395

390

385

395

394

400

400

395

400

400

400

404

403

398

398

403

399

395

404

402403

398

Z

Z

Z

Z

Z

UK

UK

UK

UK

UK

UK

UK

UK

DIST-B DIST-B

DIST-B

DIST-B

DIST-B

DIST-B

DIST-B

97

98

99

100

101

102

103

104

105

106

107

108

11

12


(54.5

0’

Wid

e)

Cla

udia

Drive


Legend

DIST-B

DIST-B

Denotes Inlet Divides

C: 0.81

D.A.: 0.17 ac.

Str# Ex. 13

C: 0.81

D.A.: 0.10 ac.

Str# Ex. 16

C: 0.83

D.A.: 0.11 ac.

Str# Ex. 15

C: 0.72

D.A.: 0.19 ac.

Str# Ex. 11

C: 0.64

D.A.: 0.41 ac.

Str# Ex. 10

C: 0.86

D.A.: 0.21 ac.

Str# Ex. 8

C: 0.55

D.A.: 0.92 ac.

Str# Ex. 7

C: 0.86

D.A.: 0.10 ac.

Str# Ex. 14

C: 0.71

D.A.: 0.28 ac.

Str# Ex. 12

1R0

SCALE

50’ 100’

Matc

h Lin

e Sta. 10

8+5

0 (C.B.L.) - S

ee Sheet 1R(1)

ST

ATIO

N 97+00 T

O 1

08+50

ER

OSIO

N A

ND S

EDIM

EN

T C

ON

TR

OL P

HA

SE II

EROSION AND SEDIMENT CONTROL PHASE II

Rin

ker

Desig

n Associates, P.C.

Engineering * S

urv

eyin

g * L

and Pla

nnin

g * Tra

nsportation * E

nviron

mental Services

To

wn of Leesburg

Loudoun C

ounty,

Virginia

ww

w.r

dacivil.c

om

AS

SO

CIA

TE

D

PL

AN

TO

WN

NU

MB

ER:

EN

GIN

EE

R:

PR

OJE

CT

NA

ME:

SU

BMIS

SIO

N

DA

TE:

PR

OJE

CT

MA

NA

GE

R:

C.I.P.

NU

MB

ER:

Sheet

VD

OT

PR

OJ.

NO.U000-2

53-3

12

PROJECT MANAGER


DESIGNED BY

SURVEYED BY

Mark A. Gunn, P.E., (703) 368-7373

Tele

phone: (703) 368-7

373 , F

ax: (703) 257-5

443


00, M

anassas Virginia 2

0109 on the w

eb @ w

ww.rdacivil.c

om

to M

ake Y

our

Visio

n R

eality"

"We W

elco

me the O

pportunity

of 20

Sohaib Qadir, P.E., (703) 368-7373

M

AR

K

A.

GU

NN,

P.E.

SY

CO

LIN R

OA

D W

IDE

NIN

G P

HA

SE I

V


Sidney Thomas, L.S., (703) 368-7373 (2015)


AI

NIG

RI

V FO HTLAE

WN

OM

MO

C

RE

ENI

GNE LANOI

SSE

FO

RP

DESHPANDE

NIKHIL V.

Lic. No. 045430

Rin

ker

Fax: (703) 257-5

443

Phone: (703) 368-7

373

Manassas,

VA 20109

Suite 2

00

9385 Discovery B

oule

vard

Fax: (703) 612-0

668

Phone: (703) 612-0

665

Gle

n Allen,

VA 23060

Suite 1

00

4301 D

ominio

n B

oule

vard

Fax: (540) 548-4

471

Phone: (540) 548-4

470

Frederic

ksburg,

VA 22407

Suite 1

05

927 M

aple G

rove D

riv

e

Desig

n A

ssociates, P.C.

Office L

ocations

Land Pla

nnin

g

Rig

ht of

Way S

ervices

Envir

on

mental

Civil E

ngin

eerin

gSurveyin

g

Transportation

---

www.RDAcivil.com

TB

D

FR

OM C

LA

UDIA D

RIV

E T

O T

OL

BE

RT L

AN

E S.E.

02/

21/

2018

TL

CI-2016-0

002

100% PLANS

Nikhil V Deshpande

2018.02.22 09:33:19 -05'00'

355

360

360

365

365

365

365

365

365

365

370

370

370

370

370

370

370

370

370

375

380

385

370

372

365

365

360

365

360

375

375

375

375

375

375

375

380

380

380

380

380

380

380

380

380

380

380

375

370

380

370

375

380

385

385

385

385

385

385

385

385

380

385

390

390

390

390

390

390

390

395

395

395

395

395

395

3

2

1

5

30

29

27

26

28

2524

23

20

19

18" C

onc. Pip

e

24" Conc. Pip

e

42" Conc. Pipe

18" Conc. Pipe

24" Conc. Pipe

15"

Conc. Pip

e

15" Conc. Pipe

24"

Conc. Pip

e

24" C

onc. Pipe

12" Conc. P

ipe

6

4

12" C

onc. Pipe

Z

PL

Z

Z

Z

Z

Z

Z

Z

Z

PL

Z

Z

Z

Z

24" Conc. Pipe

Z

Pipe

24" Co

nc.

Pipe

15" Conc.

Pipe

24" Conc.UK

UK

UK

UK

UK

UK

UK

UKUK

UK

UK

UK

UK

UK

21" Conc. Pipe

Pipe

48" Conc.

DIST-B DIST-B

DIST-B

TSF

TSF

TSF

TSF

TSF

TSF

TSF

DIST-B

DIST-B

DIST-B

DIST-B

DIST-B

DIST-B

DIST-B

DIST-B

DIST-B

DIST-B

DIST-B

DIST-B

109

110

111

112

113

114

115

116

117

118

119

120

121

122

11

12


(Rte. 643)

Sycolin Road S.E.

(Private Str

eet)

Loudoun Center Pla

ce

1111

12

13

10



Legend

TSF

PS Denotes Permanent Seeding

PS

PSPS

PSPSPS

Disturbance

Limits of

Disturbance

Limits of


DIST-B

DIST-B

DIST-B

DIST-B

C: 0.68

D.A.: 0.42 ac.

Str# 6-2

C: 0.80

D.A.: 0.24 ac.

Str# 7-3

C: 0.79

D.A.: 0.27 ac.

Str# 7-1

C: 0.70

D.A.: 0.02 ac.

Str# 7-2

C: 0.90

D.A.: 0.19 ac.

Str# 7-6

C: 0.85

D.A.: 0.37 ac.

Str# 6-1

C: 0.86

D.A.: 0.16 ac.

Str# 7-5

C: 0.90

D.A.: 0.04 ac.

Str# 7-10

C: 0.62

D.A.: 0.02 ac.

Str# 7-11

C: 0.66

D.A.: 0.80 ac.

Str# Ex. 6

C: 0.87

D.A.: 0.74 ac.

Str# Ex. 5

C: 0.75

D.A.: 0.43 ac.

Str# Ex. 4

C: 0.80

D.A.: 0.23 ac.

Str# Ex. Str.

C: 0.80

D.A.: 0.52 ac.

Str# Ex. 30

C: 0.80

D.A.: 0.45 ac.

Str# Ex. 29

C: 0.80

D.A.: 0.21 ac.

Str# Ex. 27

C: 0.72

D.A.: 0.18 ac.

Str# 6-3

C: 0.68

D.A.: 0.16 ac.

Str# 6-4

C: 0.37

D.A.: 0.10 ac.

Str# Ex. 25

C: 0.80

D.A.: 0.42 ac.

Str# Ex. Bldg

C: 0.49

D.A.: 0.19 ac.

Str# 7-12

C: 0.76

D.A.: 0.22 ac.

Str# Ex. 24

C: 0.89

D.A.: 0.18 ac.

Str# 7-14

C: 0.81

D.A.: 0.04 ac.

Str# 7-4

C: 0.72

D.A.: 0.19 ac.

Str# 7-7

0

SCALE

50’ 100’1R(1)

Matc

h Lin

e Sta. 12

2+5

0 (C.B.L.) - S

ee Sheet 1R(2)

Matc

h Lin

e Sta. 10

8+5

0 (C.B.L.) - S

ee Sheet 1R

ST

ATIO

N 108+50 T

O 1

22+50

ER

OSIO

N A

ND S

EDIM

EN

T C

ON

TR

OL P

HA

SE II


Rin

ker

Desig

n Associates, P.C.

Engineering * S

urv

eyin

g * L

and Pla

nnin

g * Tra

nsportation * E

nviron

mental Services

To

wn of Leesburg

Loudoun C

ounty,

Virginia

ww

w.r

dacivil.c

om

AS

SO

CIA

TE

D

PL

AN

TO

WN

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Sheet

VD

OT

PR

OJ.

NO.U000-2

53-3

12

PROJECT MANAGER


DESIGNED BY

SURVEYED BY

Mark A. Gunn, P.E., (703) 368-7373

Tele

phone: (703) 368-7

373 , F

ax: (703) 257-5

443


00, M

anassas Virginia 2

0109 on the w

eb @ w

ww.rdacivil.c

om

to M

ake Y

our

Visio

n R

eality"

"We W

elco

me the O

pportunity

of 20

Sohaib Qadir, P.E., (703) 368-7373

M

AR

K

A.

GU

NN,

P.E.

SY

CO

LIN R

OA

D W

IDE

NIN

G P

HA

SE I

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Sidney Thomas, L.S., (703) 368-7373 (2015)


AI

NIG

RI

V FO HTLAE

WN

OM

MO

C

RE

ENI

GNE LANOI

SSE

FO

RP

DESHPANDE

NIKHIL V.

Lic. No. 045430

Rin

ker

Fax: (703) 257-5

443

Phone: (703) 368-7

373

Manassas,

VA 20109

Suite 2

00

9385 Discovery B

oule

vard

Fax: (703) 612-0

668

Phone: (703) 612-0

665

Gle

n Allen,

VA 23060

Suite 1

00

4301 D

ominio

n B

oule

vard

Fax: (540) 548-4

471

Phone: (540) 548-4

470

Frederic

ksburg,

VA 22407

Suite 1

05

927 M

aple G

rove D

riv

e

Desig

n A

ssociates, P.C.

Office L

ocations

Land Pla

nnin

g

Rig

ht of

Way S

ervices

Envir

on

mental

Civil E

ngin

eerin

gSurveyin

g

Transportation

---

www.RDAcivil.com

TB

D

FR

OM C

LA

UDIA D

RIV

E T

O T

OL

BE

RT L

AN

E S.E.

02/

21/

2018

TL

CI-2016-0

002

100% PLANS

Nikhil V Deshpande

2018.02.22 09:33:41 -05'00'

350

355

355

355

355

355

355

355

360

355

360

365

370

375

350

360

360

360

360

360

360

360360

355

360

365

365

365

365

365

365

365

365

365

365

365366

370

370

370

370

370

370

370

370

370

370

370

372

365

360

365

360

365365

360

360

365

360

361

370

375

375

375

375

375

380

380

380

380

380

384

380

385

PL

Z

Z

PL

PL

PL

PL

UK

UK

UK

UK

UK

UK

UK

UK

UK

UK

S

S

S

S

S

S

S

S

S

59.75

355

355

TSF

TSF

TSF

TSF

TSF

TSF

DIST-B

DIST-B

DIST-B

DIST-BDIST-B

DIST-B

DIST-B

DIST-B

DIST-B

DIST-B

DIST-B

123

124 12

5 126 127

128

129

130

131

132

133

134

11

12

(Rte. 643)

Sycolin Road S.E.

(Rte. 643)Sycolin Road S.E.

(Width Varies)

Miller Drive S.E.



Legend

DIST-B DIST-B


PS

PS

PS

PS

PS

PS

PS

Disturbance

Limits of

Disturbance

Limits of


TSF

Disturbance

Limits of

Disturbance

Limits of

TSF

TSF

C: 0.68

D.A.: 0.58 ac.

Str# 9-1

C: 0.75

D.A.: 0.03 ac.

Str# 9-2

C: 0.90

D.A.: 0.11 ac.

Str# 8-5

C: 0.81

D.A.: 0.17 ac.

Str# 8-18

C: 0.53

D.A.: 0.14 ac.

Str# 8-21C: 0.40

D.A.: 0.30 ac.

Str# Ex. 73

C: 0.53

D.A.: 0.41 ac.

Str# 8-2

C: 0.73

D.A.: 0.24 ac.

Str# 8-16

C: 0.90

D.A.: 0.24 ac.

Str# 8-17

C: 0.90

D.A.: 0.04 ac.

Str# 9-5

C: 0.88

D.A.: 0.39 ac.

Str# 8-24

C: 0.81

D.A.: 0.43 ac.

Str# 8-9

C: 0.76

D.A.: 0.21 ac.

Str# 8-8

C: 0.68

D.A.: 0.40 ac.

Str# 8-7

C: 0.90

D.A.: 0.25 ac.

Str# 8-4

C: 0.89

D.A.: 0.20 ac.

Str# 8-6

C: 0.61

D.A.: 0.04 ac.

Str# 9-3

C: 0.66

D.A.: 0.20 ac.

Str# 9-4

0

SCALE

50’ 100’1R(2)

Matc

h Lin

e Sta. 12

2+5

0 (C.B.L.) - S

ee Sheet 1R(1)

Matc

h Lin

e Sta. 13

4+5

0 (C.B.L.) - S

ee Sheet 1R(3)

ST

ATIO

N 122+50 T

O 1

34+50

ER

OSIO

N A

ND S

EDIM

EN

T C

ON

TR

OL P

HA

SE II


Rin

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Engineering * S

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and Pla

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Sheet

VD

OT

PR

OJ.

NO.U000-2

53-3

12

PROJECT MANAGER


DESIGNED BY

SURVEYED BY

Mark A. Gunn, P.E., (703) 368-7373

Tele

phone: (703) 368-7

373 , F

ax: (703) 257-5

443


00, M

anassas Virginia 2

0109 on the w

eb @ w

ww.rdacivil.c

om

to M

ake Y

our

Visio

n R

eality"

"We W

elco

me the O

pportunity

of 20

Sohaib Qadir, P.E., (703) 368-7373

M

AR

K

A.

GU

NN,

P.E.

SY

CO

LIN R

OA

D W

IDE

NIN

G P

HA

SE I

V


Sidney Thomas, L.S., (703) 368-7373 (2015)


AI

NIG

RI

V FO HTLAE

WN

OM

MO

C

RE

ENI

GNE LANOI

SSE

FO

RP

DESHPANDE

NIKHIL V.

Lic. No. 045430

Rin

ker

Fax: (703) 257-5

443

Phone: (703) 368-7

373

Manassas,

VA 20109

Suite 2

00

9385 Discovery B

oule

vard

Fax: (703) 612-0

668

Phone: (703) 612-0

665

Gle

n Allen,

VA 23060

Suite 1

00

4301 D

ominio

n B

oule

vard

Fax: (540) 548-4

471

Phone: (540) 548-4

470

Frederic

ksburg,

VA 22407

Suite 1

05

927 M

aple G

rove D

riv

e

Desig

n A

ssociates, P.C.

Office L

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Land Pla

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g

Rig

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Envir

on

mental

Civil E

ngin

eerin

gSurveyin

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Transportation

---

www.RDAcivil.com

TB

D

FR

OM C

LA

UDIA D

RIV

E T

O T

OL

BE

RT L

AN

E S.E.

02/

21/

2018

TL

CI-2016-0

002

100% PLANS

Nikhil V Deshpande

2018.02.22 09:34:03 -05'00'

365

370

375

375380

380

380

380

380

380

380

380

380

375

384

380

385

385

385

385

385

385

385

385

385 385

385

385

385

385

385

385

390

390

390

390

390

390

390

390

390

385

395

394

395

395

395

395

395

395

395

395

395

395

390

385

390

395

395

400

400

395

390

390

385

390

395

400

400

400

400

S

PL

PL

PL

PL

PL

Z

UK

UKUK

UK

UK

UK

UK

UK UK

UK UK

TSF

TSF

TSF

TSF

TSF

DIST-BDIST-B

DIST-B

DIST-B

DIST-B

DIST-B

DIST-B

DIST-B

DIST-B

135

136

137

138

139

140

141

142 14

3

144

145

146

147

10

11

12

(Rte. 643)

Sycolin Road

(Width Varies)


11

10

11

12



Legend

Denotes Permanent SeedingPS

PS

PS

PS

PS

PS

PS

PS

Disturbance

Limits of

Disturbance

Limits of

DIST-B

DIST-A


DIST-B

C: 0.72

D.A.: 0.18 ac.

Str# 10-5C: 0.64

D.A.: 0.43 ac.

Str# 10-4

C: 0.90

D.A.: 0.28 ac.

Str# 10-2

C: 0.55

D.A.: 0.24 ac.

Str# 10-3

C: 0.72

D.A.: 0.29 ac.

Str# 10-6

C: 0.90

D.A.: 0.12 ac.

Str# 11-4

C: 0.63

D.A.: 0.76 ac.

Str# 10-1C: 0.86

D.A.: 0.37 ac.

Str# 9-6

C: 0.81

D.A.: 0.33 ac.

Str# 9-7

C: 0.78

D.A.: 0.18 ac.

Str# 9-10

C: 0.90

D.A.: 0.15 ac.

Str# 9-8

C: 0.68

D.A.: 0.22 ac.

Str# 9-13

C: 0.59

D.A.: 0.14 ac.

Str# 9-14

C: 0.78

D.A.: 0.94 ac.

Str# Ex. 77

C: 0.79

D.A.: 0.17 ac.

Str# Ex. 78

C: 0.90

D.A.: 0.15 ac.

Str# 9-9

C: 0.76

D.A.: 0.29 ac.

Str# 11-1

C: 0.68

D.A.: 0.10 ac.

Str# 9-15

0

SCALE

50’ 100’1R(3)

Matc

h Lin

e Sta. 13

4+5

0 (C.B.L.) - S

ee Sheet 1R(2)

Matc

h Lin

e Sta. 14

7+0

0 (C.B.L.) - S

ee Sheet 1R(4)

ST

ATIO

N 134+50 T

O 1

47+00

ER

OSIO

N A

ND S

EDIM

EN

T C

ON

TR

OL P

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SE II


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ker

Desig

n Associates, P.C.

Engineering * S

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eyin

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and Pla

nnin

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nsportation * E

nviron

mental Services

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wn of Leesburg

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Virginia

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C.I.P.

NU

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ER:

Sheet

VD

OT

PR

OJ.

NO.U000-2

53-3

12

PROJECT MANAGER


DESIGNED BY

SURVEYED BY

Mark A. Gunn, P.E., (703) 368-7373

Tele

phone: (703) 368-7

373 , F

ax: (703) 257-5

443


00, M

anassas Virginia 2

0109 on the w

eb @ w

ww.rdacivil.c

om

to M

ake Y

our

Visio

n R

eality"

"We W

elco

me the O

pportunity

of 20

Sohaib Qadir, P.E., (703) 368-7373

M

AR

K

A.

GU

NN,

P.E.

SY

CO

LIN R

OA

D W

IDE

NIN

G P

HA

SE I

V


Sidney Thomas, L.S., (703) 368-7373 (2015)


AI

NIG

RI

V FO HTLAE

WN

OM

MO

C

RE

ENI

GNE LANOI

SSE

FO

RP

DESHPANDE

NIKHIL V.

Lic. No. 045430

Rin

ker

Fax: (703) 257-5

443

Phone: (703) 368-7

373

Manassas,

VA 20109

Suite 2

00

9385 Discovery B

oule

vard

Fax: (703) 612-0

668

Phone: (703) 612-0

665

Gle

n Allen,

VA 23060

Suite 1

00

4301 D

ominio

n B

oule

vard

Fax: (540) 548-4

471

Phone: (540) 548-4

470

Frederic

ksburg,

VA 22407

Suite 1

05

927 M

aple G

rove D

riv

e

Desig

n A

ssociates, P.C.

Office L

ocations

Land Pla

nnin

g

Rig

ht of

Way S

ervices

Envir

on

mental

Civil E

ngin

eerin

gSurveyin

g

Transportation

---

www.RDAcivil.com

TB

D

FR

OM C

LA

UDIA D

RIV

E T

O T

OL

BE

RT L

AN

E S.E.

02/

21/

2018

TL

CI-2016-0

002

100% PLANS

Nikhil V Deshpande

2018.02.22 09:34:25 -05'00'

365

365

370

370

370

375375

375

375

375

375

380

380

380

380

380

380

380

380

375

385

385

385

385

385

390

390

390

390

390

395

385

380

380

39039

0395

395

395

395

395

395

395390

390

385

400

400

400

400

400

400

S

S

S

S

SS

PL

PL

PL

PL

PL

PL

PL

PL

UK

UKUK

UK

UK

UKUK

UK

UK

UK

UK

UK

UK

UK

UK

UK

UK

E.P.

TSF

DIST-B

DIST-B DIST-B

DIST-B

147

148

149

150

151

152

153

11

12

13

14

15


(Rte. 643)

Sycolin Road

(70’

Wid

e)

(Rte. 654)

Tolbert

Lane S.E.

(Width Varies)

(Rte. 654)

Tolbert

Lane S.E.




Legend

DIST-B


PS

PS

Disturbance

Limits of


C: 0.47

D.A.: 0.44 ac.

Str# 11-3

C: 0.70

D.A.: 0.26 ac.

Str# Ex. 57

C: 0.36

D.A.: 0.00 ac.

Str# Ex. 56

C: 0.75

D.A.: 0.18 ac.

Str# Ex. 59

C: 0.86

D.A.: 0.12 ac.

Str# Ex. 58

C: 0.79

D.A.: 0.22 ac.

Str# Ex. 52C: 0.58

D.A.: 0.00 ac.

Str# Ex. 53

C: 0.54

D.A.: 0.90 ac.

Str# Ex. 54

0

SCALE

50’ 100’1R(4)

Matc

h Lin

e Sta. 14

7+0

0 (C.B.L.) - S

ee Sheet 1R(3)

ST

ATIO

N 147+00 T

O 1

53+25

ER

OSIO

N A

ND S

EDIM

EN

T C

ON

TR

OL P

HA

SE II


Rin

ker

Desig

n Associates, P.C.

Engineering * S

urv

eyin

g * L

and Pla

nnin

g * Tra

nsportation * E

nviron

mental Services

To

wn of Leesburg

Loudoun C

ounty,

Virginia

ww

w.r

dacivil.c

om

AS

SO

CIA

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D

PL

AN

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BMIS

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MA

NA

GE

R:

C.I.P.

NU

MB

ER:

Sheet

VD

OT

PR

OJ.

NO.U000-2

53-3

12

PROJECT MANAGER


DESIGNED BY

SURVEYED BY

Mark A. Gunn, P.E., (703) 368-7373

Tele

phone: (703) 368-7

373 , F

ax: (703) 257-5

443


00, M

anassas Virginia 2

0109 on the w

eb @ w

ww.rdacivil.c

om

to M

ake Y

our

Visio

n R

eality"

"We W

elco

me the O

pportunity

of 20

Sohaib Qadir, P.E., (703) 368-7373

M

AR

K

A.

GU

NN,

P.E.

SY

CO

LIN R

OA

D W

IDE

NIN

G P

HA

SE I

V


Sidney Thomas, L.S., (703) 368-7373 (2015)


AI

NIG

RI

V FO HTLAE

WN

OM

MO

C

RE

ENI

GNE LANOI

SSE

FO

RP

DESHPANDE

NIKHIL V.

Lic. No. 045430

Rin

ker

Fax: (703) 257-5

443

Phone: (703) 368-7

373

Manassas,

VA 20109

Suite 2

00

9385 Discovery B

oule

vard

Fax: (703) 612-0

668

Phone: (703) 612-0

665

Gle

n Allen,

VA 23060

Suite 1

00

4301 D

ominio

n B

oule

vard

Fax: (540) 548-4

471

Phone: (540) 548-4

470

Frederic

ksburg,

VA 22407

Suite 1

05

927 M

aple G

rove D

riv

e

Desig

n A

ssociates, P.C.

Office L

ocations

Land Pla

nnin

g

Rig

ht of

Way S

ervices

Envir

on

mental

Civil E

ngin

eerin

gSurveyin

g

Transportation

---

www.RDAcivil.com

TB

D

FR

OM C

LA

UDIA D

RIV

E T

O T

OL

BE

RT L

AN

E S.E.

02/

21/

2018

TL

CI-2016-0

002

100% PLANS

Nikhil V Deshpande

2018.02.22 09:34:47 -05'00'

•

PROJECT MANAGER Anne Ge/qer.1703! 771-2742 ITMn of Leesburg! SURVEYED BY Sidney Thomas.LS. 17031 368-7373 120151 SUBSURFACE UTILITY BY kcumork.1800! 542-2990 120151 DESIGN SUPERVISED BY Mork A Gunn. P £. 17031368-7373 DESIGNED BY Mom We/schenboch, 1703! 368-7373

Temporary Traffic Control Plan

General Notes:

I TMP/SOC Type B Project Information:

o Identify the projecrs TMP Type: Tlis projecrs TMP/SOC has been designed In conformance with a Type B TMP/SOC.

b Identify the work zone Jocatlon,length.and widths: The project locotlon Is as shawn on Sheet IA.The work zone areas have been delineated as shawn on the TJIP/SOC f)fon sheets IS series ttr01Jgh lW series. The work zone lengths and widths vary fJJ location as shawn on the TMP/SOC pion sheets on the IT series tlr()IJ(}h lW series.

c Note the tcurs the Construction Area wilt be active: Construction Area shall be considered active when Of1/ Impact to traffic occurs ast Cone In RoadJ. Construction Area tcurs have the fofl<Nllng llm!tatlons:

All tone and stculder closures shall be In accordance with the requ!rements of the T<Nln's perm!t and VlXJT's Lone Closures Tn Novo District memorandum. doted September 29, 2016. Deviation from the olf<Nlobte tone and stcutder closure tcurs must be submltted to the T<Nln of Leesburg for review o minimum of ten (!OJ days In odVonce of work. Requests for deviation from oll<N1oble lone and stcutder closure tcurs must also be submitted to VlXJT for review o minimum of ten (f0J days In adVance of work for activities wit/in VlXJT Rlglt of Way and under VlXJT Perm!!.

Lone closures or stculder work shall not beg!n If heavy traffic or slgnlf!cont queu!ng and backups ore already present. The Contractor shall contlnuolly mon!tor tone closures and make spot adjustments, as needed. lo ease undue backups, delays, or queuing. If excessive volume or s!gn!flcont queulng rOIJflnety develop as o result of tone and/or stculder closure operation, the opera/Ton shall be adjusted to nlgtt time work dur!ng the alf<Nloble lane closure tcurs at no additional cost to the T<Nln of Leesburg or VlXJT.

One-lane closures will be restricted to the tcurs of 9:30om to 3:00pm on Monday ttrough Ttursday and 9:30om to 2:00pm on Friday.One-tone closures shall also be restr!cted to IO:OOpm ttrough 5:00am Monday nlgtt ttr()IJ(}h Ttursday nlgtt,IO:OOpm Friday even!ng ttrough 9:00am Saturday marnlng,IO:OOpm Saturday even!ng to 8:00am Sunday morn!ng, and tO:OOpm Sunday evening to 5:00am Monday morning.

No lane closures will be alf<Nled from noon on the day before a hallday until noon on the workday foll<Nlfng the tcllday.Hol!days Tnclude oil Stole and Federal tcl!days.

Designation of N!gtt T!me Hours and Peak Hour Times: Nlgtt t!me tcurs shall be des!gnated as tcurs between 9:30pm flrOIJgh 5:00om. Peak tours ore 6:00am flr01Jgh 9:30om & 3:00pm ttr01Jgh 7:00pm.

tnstollat!on/removol of Concrete Traffic Barrier Service shall only occur during nlgft time tcurs or non-peak tcurs using VWAPM TTC-24J,or as directed fJJ the Engineer.

d The TMP/SOC pion.during construction.shall be In accordance with Sections 512,701,703, & 704 of the Virginia Department of Transportation Road and Bridge Specifications.doted 2016: the Virginia Work Area Protection Manual.dated 201/:fhe Manual on Uniform Traffic Control Devices <MUTCDJ,2009 Edition: and the Virginia Department of Tronsportotlon Road and Bridge Stondords,dated 2016.

e Note af1/ existing entrances.existing Intersections.or existing pedestrian access pa!nts that wlll be affected fJ/ the Construction Area or /:Jj the traffic control devices:

Existing Entrances: All existing commercial or pr/vote entrol'lces shall remain open for the duration of construction unless otherwise Indicated on tlis /)Ion.For all loop entrances.at least one entrance to loop Is to remain accessible of oil times during construction.

Existing Intersections:

There ore two signalized Intersections wit/in the project limits. They ore the Intersections of: Sycolln Road <Route 643Jot Tavistock Drive <ROIJfe BOOJ Sycolln Road <ROIJfe 643J at Loudoun Center Place <Private)

There ore two unslgnallted Intersections wit/in the limits of tlis project. They are the Intersections of: Sycolln Road <Route 643J of Central Waretcuse Entrance <PrlvoteJ and Leesburg Airport Entrance <PrlvateJ Sycolln Road <ROIJfe 643J of Miller Drive S£.(RO/Jfe 665J

Alt Intersections ore to remain open during construction unless otherwise Indicated on tlis f)fon.lntersectlons may be reduced to one lane when the construction zone Is active.using VWAPM TTC-28J or as af)f)roved /:Jj the Engineer.When the construction zone Is not octlve.oll Intersections shall be open.

Existing Pedestrian Access Points: Wit/in the project llmfts,pedestrlon access pa!nts ore very limited.Most pedestrian access points occur at the Intersections. The Contractor Is to maintain safe passage for pedestrians and bicyclists wit/in the project limits for the duration of construction.

Existing Bus Stops: There ore no bus stops wit/in the project limits.

f Identify the major types of travelers: The roadway carries large diverse types of travelers.In the peak tcurs hawever,commuters ore the prevailing traveler type for tlis roadway.

g The Contractor.at no additional cost to the pro]ect,wlich shall be considered /ncldentot to the cost of the pro feet, shall:

Designate a person assigned to the project wtc wlll have the primary responsibility, with sufficient oultorlty,for lmf)fementlng the TMP/SOC and other safety and mobility aspects of the permit work. TNs person shall be designated the ·Project Safety Officer:

Ensure that personnel assigned to the project ore trained In traffic control to a level commensurate with their responsibilities In accordance with VlXJT's work zone traffic control training guidelines.

Inform the Engineer of Of1/ work requiring tone sh/fts,tone closures.and/or phase changes o minimum of two working days prior lo lmf)fementlng tlis activity.

TMP/SOC TEMPORARY TRAFFIC CON7-ROL PLAN GENERAL NOTES

Perform reviews of the Construction Area to ensure compliance with contract documents of regularly scheduled Intervals of the direction of the Engineer. Contractor shall maintain a CO/JI of the temporary traffic control f)fon at the work site at oil times.

Notify and coordinate with Loudoun C01Jnty Police Department, T<Nln of Leesburg Police Department, Loudoun County Fire/Rescue Department, Virginia State Po/Ice, and Of1/ other loco/ emergency services for Of1/ tone closures and af1/ detours of Of1/ nature at least seven working days prior to lfflf)lementlng o lone closure.

Notify and coordinate with Of1/ near/:Jj sctcols <depending on time of yearJ for Of1/ lane closures and af1j detours of Of1/ nature of least seven working days prior to lmf)fementlng a lone closure.

Schedule oil phases of construction In such o manner that water.son!tory sewer.coble.fiber coble/optic cobfe,of1/ overhanglng utll!tles,ond Of1/ underground utility services will not be Interrupted.

h During working tcurs,oll construction equipment Is to stay O/Jfslde of the construction area clear zone as designated In the VWAPM,Appendlx A.Construction equipment Is not to block or obstruct slgtt distance at Of1/ Intersection or private entrance along the project when the construction work zone Is active.

2 Tlis TMP/SOC f)fon Is Intended as o guide.If ls not to enumerate every detail which must be considered In the construction of each phase.but only to shaw the general handling of existing traffic.If shall be the responsibility of the Contractor to present o format TMP/SOC f)fon with construction slgnage to the Engineer for approval prior to af1/ construction activity that may affect the existing traffic.

3

4

5

6

7

8

9

10

II

12

Contractor Is to maintain two tones of traffic <one In each dlrectlonJ on Sycolln Road and Is to maintain a minimum of one lone of traffic on all street connections when the construction zone Is active unless otherwise specified IN the Engineer.When the construction zone Is not active. the Contractor shall ensure oil street connections mafntoln o minimum of two tones of traffic <one In each dlrectlonJ.Durlng construction of this project.the trove/way shall have o minimum clear roadway width .-10 less than existing conditions unless otherwise approved by the Engineer.For commercial connections or pr/vote entrances.a minimum width no less than the existing conditions shall be molntolned ot oil times, unless owoved fJ/ the Engineer.

Concrete Traffic Barrier Service shall be Installed and removed so as to not present Of1f blunt end or hazard to the motoring puf)f/c. The f)focement and removal of Concrete Traffic Barrier Service ore to be coordinated fJ/ the Project Safety Officer.When Concrete Traffic Barrier Service Is lnstolled,lmpact Attenuators shall be /)faced at the beginning of the Concrete Traffic Barrier Service.Project Safety Officer shall ensure Concrete Traffic Barrier Service Is Installed In accordance with VlXJT's and manufacturer's specifications to prevent deflectlon.Addlflonatly,Project Safety Officer shall ensure Concrete Traffic Barrier Service, when lnstolled with flores,shall be In accordance with VlXJT's VWAPM.

Contractor shall fofl<NI the geotechnlcol recommendations for the project.Materials designated as unsuitable material as detailed In the geotectnlcol recommendations shall be disposed of off site and are not to be used for Of1/ port of construction.Existing surfoce.oggregote bose. and subbose material wlich wlll be demolished or obliterated during construction.and wtich are suitable for maintenance of trafflc.stcutd be utilized prior to the use of commercial material.

Each phase of construction shall be completed to the lnstallatlon of Intermediate course asphalt prior to the start of the next phase unless otherwise directed fJJ the Engineer.

Contractor shall ensure positive drainage for the duration of the project.Contractor shall odd af1/ additional temporary measures necessary to facilitate proper.positive drainage for the duration of construction.

The cost to remove the construction pavement markings and pre-of)f)roved black tape shall be Included In the cost to Install construction pavement markings and wilt not be paid for as o separate Item.

Where Group 2 Channelizing Devices are used to separate the Construction Area and traffic.a minimum clear zone area as defined In the VWAPM Is to be molntalned.Group 2 Channelizing Devices shawn on the f)fon ore schemotlc.Controctor shall foll<NI VWAPM guidelines for device spacing along transitions and parallel to the roadway.

The Contractor Is to coordinate with T<Nln of Leesburg for tocotlorlsJ of the construction of staging orea<sJ.Controctor Is responsible for obtaining easements and permits associated for these tocotlon<sJ.Controctor Is solely responsible for the cost to acquire easement for staging area<sJ and It shall not be paid for as o separate Item.Potent/of staging areas for construction ore at stormwoter management basins and storm water management ponds.

Srd ACOT-1 pavement tie-In shall be of)f)fled In oll tocotlons during construction where proposed permanent pavement or proposed temporary pavement ties Into existing pavement.

All areas excavated bef<NI the existing pavement surface and wit/in the clear zone at the conclusion of each workday shall be bockfllled to form an approximate 6:/wedge against the existing pavement or newly constructed pavement surface for the safety and protection of veliculor traffic.Protection shall also be provided at the end of the day for constructed Items wlich are above grade and present a hazard to motorists. Traffic shall be protected from these Items wlite construction work zone Is not active.All costs for ptoclng,malntolnlng,ond removing 6:1 wedge and other forms of protection shall be Included In the price bid for other Items In the contract and no oddltlonat compensation will be olf<Nled.

100:t. PLANS

13 PUBLIC COMMUNICATIONS PLAN

The T<Nln of Leesburg shall be responsible for:

o Notifying the Project Manager/Residency Administrator two weeks In odVonce of Of1/ scheduled work f)fons and traffic delays.

b Notifying the Project Manager/Residency Admfnlstrotor.Reglonat Operations Jlanoger,ond the Puf)flc Affairs staff of af1/ unscheduled traffic delays.

14 TRANSPORTATION OPERATIONS

The T<Nln of Leesburg <TOLJ and Contractor shall be responsible for lfflf)lementlng and providing the fofl<Nllng:

TOL: o Notify the VlXJT Northern Region Transportation Operations Center <TOCJ 48 tours In odVonce In order to f)foce lane closure Information on LCAMS and VATrafflc tlr01Jghaut the duration of the project In accordance with VlXJT llM·OD-16-03.doted December 16.2016.

Contractor: b Contact the VlXJT Northern Region Transportation Operations Center <TOCJ 15-45 mffXlfes prior to executing tone and/or stculder closures and contact TOC once work has been completed and lane and/or stcutder closures have been removed.

Contractor: c Posto list of loco! emergency response agencies Inside the profecrs construction office/trailer.

TOL: d lmmedlotety report Of1/ traffic Incidents that may occur In the work zone.

TOL: e Notify the pro]ecrs Maintenance of Traffic Coordinator. Project Monoger, Resident Admfnlstrator.Dlstrlct Work Zone Safety Coordinator. District Traffic Engineer. the Regional Operations Manoger and Puf)flc Affairs Manager of Of1/ Incidents and expected traffic delays.

TOL & Contractor: f Wlttin 24 tcurs of Of1/ Incidents wlttin the construction work zone.a review of the traffic contrats shall be comf)feted and necessary adjustments mode to reduce the frequency and Se(er/ty of af1/ future Incidents.

CONTACT NUMBERS

T<Nln of Leesburg Project Manager T<Nln of Leesburg Construction & Safety Manager T<Nln of Leesburg Public Information

Emergency Coll

Non-Emergency Numbers: Loudoun County Po/Ice L01Jdoun County Fire & Rescue T<Nln of Leesburg Police VlXJT Traffic Operation Center

Anne Gelger Walld Oliftolneh Betsy Arnett

Virginia Department of Transportation Review of Working Drawings

Working drawings have been reviewed 'in · accordance with Section 105.1 o of the

<703) 771-2742 <571) 233·4161 (703) 771-2734

911

<703> m·1021 <703J m-0333 (703) 771-4500 <703) 877·3449

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with comments as follows: ·

ｾｃｯｭｰｬ･ｴ･､＠0 Correct and Resubmit 0 Rejected - See Remarks

Reviewed bh 5:___ Date: '-//:J.j/e, ｾＮ＠

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\l FEB 2 8 2018 i J i

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TMP/SOC Designer

Commonwealth of Virginia

Virginia .Department of Transportation

VERIFICATION OF COMPLETION OF

DOT

ADVANCE WORK ZONE TRAFFIC CONTROL TRAINING AND FLAGGER CERTIFICATION

This is to verify that Adam Welschenbach has successfully completed training and an examination by the Department on the proper practices and methods for the installation, maintenance, removal of temporary traffic control devices and flagging operations.

Date: 4/3/2014

State ｾｦｲ｡ｦｦｩ｣＠ Eugineer

Verification No. : 040314773 Expiration Date: 4/30/2018

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PROJECT MANAGER


DESIGNED BY

SURVEYED BY

Mark A. Gunn, P.E., (703) 368-7373

Tele

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Sidney Thomas, L.S., (703) 368-7373 (2015)

SUBSURFACE UTILITY BY Accumark, (800) 542-2990 (2015)Rin

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Fax: (703) 257-5

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Phone: (703) 368-7

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VA 20109

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Adam Welschenbach, (703) 368-7373

Lic. No. 044359

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WELSCHENBACHADAM D.

SEQUENCE OF CONSTRUCTION

TMP/SOC

GENERAL PHASING NOTES

5.

1.

1.

2.

3.

4.

5.

6.

8.

9.

2.

7.

10.

PHASE 2:

3.

1.

8.

9.

4.

7.

10.

2.

5.

6.

11.

12.

13.

14.

VWAPM = VDOT’s current edition of the Virginia Work Area Protection Manual.

MUTCD = FHWA’s current edition of the Manual on Uniform Traffic Control Devices.

15.

approved by the Engineer.

ultimate placement of roadway, unless otherwise noted on this sheet or unless

The Contractor shall only pave up to intermediate course pavement in areas of

remain post construction of the Project.)

Removable Tape should be used for locations in which existing markings will

as shown on this sheet, shall be eradicated per VDOT standards. (Note: Type E

Any existing condition that does not reflect the Temporary Pavement Marking Plan

designated in the VWAPM or off-site.

Equipment is to be stored outside of the clear zone for construction areas as

and meet VDOT’s clear zone requirement in accordance with the VWAPM, Appendix A.

is not required if the construction area or impacted areas are beyond the travelway

areas and on appropriate 6:1 wedge is to be installed per the VWAPM. The 6:1 wedge

At the end of each work day VWAPM TTC-4.1 is to be implemented in all construction

this phase of construction.

during construction for drainage and that positive drainage is maintained throughout

unless otherwise shown. The Contractor is to ensure that adequate facilities are provided

The Contractor is to maintain access to all entrances at all times during construction

sign that is displaced or damaged during this phase of construction.

The Contractor is also solely responsible for resetting and replacing any roadway

equipment, and traffic control devices for the duration of construction.

The Contractor is solely responsible for relocating all construction signs,

Contractor shall maintain TTC-34.1 as shown for entrance closure at airport Station 120+00.

from southbound and northbound Sycolin Road throughout construction work zone as shown.

(Station 136+60). Contractor shall maintain a traversable area for thru traffic turning left

the intersections of Sycolin Road at Miller Drive and Sycolin Road at Sheriff Entrance

Contractor shall install all permanent curb and gutter, drainage, sidewalk and pavement at

120+00 to 123+00.

119+50 and Station 132+15 to 136+00. Contractor shall construct final median at Station

shall install temporary pavement in median area as shown in plans from Station 118+50 to

all temporary drainage structures in medians as shown on Sheets 1U(1) thru 1U(5). Contractor

construct culvert and erosion measures at Station 123+00. Contractor shall install

constructed in Phase 1 shall be removed from Station 114+50 to 118+50. Contractor shall

from Station 110+50 to 148+00 along the southbound lanes. Temporary pavement widening

Contractor shall install all permanent curb and gutter, drainage, sidewalk and pavement

onto the existing and previously widened northbound lane from Station 111+00 to Station 150+50.

as shown on Sheets 1U(1) thru 1U(5). Contractor shall then shift north and south bound traffic

Prior to beginning construction Contractor shall place all temporary traffic markings

temporary traffic barrier and PCMS as shown on Sheet 1U(A).

Contractor to implement entrance closure and detour including all temporary signage, striping

The Contractor shall implement PCMS #1 prior to the closure of the airport entrance.

the Contractor Special Provisions.

The entrance shall be the same width and depth shown on the plans and as described in the

permanent entrance pavement along the secondary entrance as shown on Sheet 1U(A) and Sheet 1U(B).

Prior to implementation of the entrance closure, the Contractor shall construct

is to follow the guidelines in the VWAPM as directed by the Engineer.

of 5 feet in width) to achieve this continuous connection. To guide pedestrians, the Contractor

locations. The Contractor may have to construct temporary asphalt sidewalk (a minimum

The Contractor is to maintain pedestrian access at all times at existing pedestrian facility

Contractor is to maintain all pedestrian detour/closure signs and barricades as shown.

install all temporary pavement markings for this phase as shown/designated.

measures required (TTC-6.1, TTC-23.1, and TTC-34.1). The Contractor shall also

required during Phase 2 TMP/SOC the Contractor shall implement all VWAPM TTC

series. In order to construct the designated permanent and temporary construction areas

Barrier Service, Ty. 3 Barricades, and Group 2 Channelizing Devices shown in the 1U

including, but not limited to, Impact Attenuators, PCMS, Temporary Concrete Traffic

The Contractor shall install all Temporary Traffic Control (TTC) measures and devices,

PHASE 1/PHASE 1A:

Phase 1A

3b.

Phase 1

4a.

Phase 1A

4b.

11.

Phase 1

3a.

6a.

6b.

6c.

6d.

construction of proposed elements in the same phase.

Phase 1 and Phase 1A represent the necessary preparation work needed along with the

NOTE:

roadway, unless otherwise noted on this sheet or unless approved by the Engineer.

Contractor shall only pave up to intermediate course pavement in areas of ultimate placement of

used for locations in which existing markings will remain post construction of the Project.)

this sheet, shall be eradicated per VDOT standards. (Note: Type E Removable Tape should be

Any existing condition that does not reflect the Temporary Pavement Marking Plan as shown on




is not required if the construction areas or impacted areas are beyond the travelway

areas and an appropriate 6:1 wedge is to be installed per the VWAPM. The 6:1 wedge




unless otherwise shown. Contractor is to ensure that adequate facilities are provided



Contractor is also solely responsible for resetting and replacing any roadway



to 148+00.

Contractor is to eradicate the existing median chevron markings from Station 144+00

markings along the southbound lanes of Sycolin Road from Station 106+50 to 114+50. The

Road from Station 111+00 to 116+00. The Contractor is to eradicate existing chevron

Contractor is to eradicate existing chevron markings along northbound Sycolin

1T(4), and 1T(5).

and replace with temporary pavement for Phase 2 lane shifts as shown on Sheets

Contractor is to demo the existing concrete median from Station 148+00 to 149+55

1T(3A). The BMP facility shown shall also be installed during this phase.

from Station 124+50 to 132+00 including temporary manhole tops on structures shown on Sheet

shall install final storm run from STR. 6-2 to 7-4 from Station 111+00 to 120+00 and culvert

The Contractor shall install all permanent curb and gutter, drainage, and sidewalk. The Contractor

to 144+25 as shown on Sheets 1T(1), 1T(2), 1T(3), 1T(4),. and 1T(5).

Sycolin Road from approximately Station 122+00 to 149+00 and from Station 137+05

Contractor is to construct Temporary Pavement Widening along northbound

Southbound lane from Station 111+00 to Station 120+00 and Station 122+75 to Station 132+75.

The Contractor shall then shift the northbound and southbound traffic onto the existing

114+50 to 118+50, Contractor shall place all temporary traffic markings as shown on Sheet 1T(2B).

After completing temporary widening along southbound Sycolin Road from approximately Station

along Sycolin Road is shown on Sheet 1T(2) of the Phase 1 TMP/SOC plans.

Sycolin Road from approximately Station 114+50 to 118+50. Temporary Pavement Widening

Contractor is to construct Temporary Pavement Widening along southbound

Contractor is to install all pedestrian detour/closure signs and barricades as shown.

markings for this phase as shown/designated.

TTC-24.1, and TTC-27.1). The Contractor shall also install all temporary pavement

implement all VWAPM TTC measures required (TTC-5.1, TTC-6.1, TTC-23.1,

construction areas required during Phase 1 TMP/SOC the Contractor shall

the 1T series. In order to construct the designated permanent and temporary

Traffic Barrier Service, Ty. 3 Barricades, and Group 2 Channelizing Devices shown in

devices, including, but not limited to, Impact Attenuators, PCMS, Temporary Concrete

Contractor shall install all Temporary Traffic Control (TTC) measures and

of the permanent pavement section prior to the installation of the permanent pavement.

The Contractor shall remove all temporary pavement present in areas requiring the installation

additional cost to the project) with prior approval in writting by the Town.

concurrent construction is not an option. The use of steel plates is permitted (at no

VWAPM TTC 23.1, 24.1, and 28.1 to construct elements of 6a, 6b, and 6c when

construction activities. Contractor may (with prior written approval from the Town) utilize

Sheet 1S. Services shall not be interrupted. The Contractor shall not schedule conflicting

schedule for utilities/conduits for Town review, per TMP/SOC General Note #2 on

To comply with 6a, 6b, and 6c, the Contractor shalll present the construction plan and

18 series) improvements concurrently with proposed construction for Sycolin Road.

The Contractor is required to construct the conduit and street lighting (see sheet

proposed utility relocation plans within Project’s plan set.)

Town of Leesburg, and property owners for all sanitary and waterline connections. (See

The Contractor is required to coordinate with Loudoun County Service Authority,

improvements/construction for Sycolin Road. (See note 6d on this sheet for more details)

Proposed water and sanitary lines shall be constructed concurrently with the proposed

if necessary, Temporary Barricades on the plans submitted to the Engineer.

Changeable Message Signs, Truck Mounted Impact Attenuators, Flagging Stations, and,

The Contractor shall be responsible to show the placement for Portable

as a separate item.

incidental with the costs of implementing the Project’s TMP/SOC, and not paid for

all costs associated with maintaining pedestrian access, and all costs shall be

pedestrian trails, paths, or sidewalks. The Contractor shall be solely responsible for

pedestrian control in accordance with the VWAPM when impacting existing

presents traffic control plans for approval to the Engineer, they shall include

follow the guidelines in the VWAPM as directed by the Engineer. When the Contractor

achieve this continuous connection. To guide pedestrians, the Contractor is to

have to construct temporary asphalt sidewalk (a minimum of 5 feet in width) to

access at all times at existing pedestrian facility locations. The Contractor may

During all phases of construction, the Contractor is to maintain pedestrian

for assistance with Police.

change. Contractor shall coordinate with Loudoun County and Town of Leesburg

Contractor shall ensure this signage remains in compliance if the Project Limits

Signage in accordance with the VWAPM for the duration of construction. The

Prior to the start of construction, the Contractor shall install Project Limit

indicated on the Temporary Traffic Control Plan General Notes shown on Sheet 1S.

approved by the Engineer prior to the commencement of any work activities as

the necessary traffic control measures for the work to be performed to be

The Contractor shall submit a Temporary Traffic Control Plan that prescribes

7.

Adam Welschenbach

2018.02.22 14:35:57 -05'00'

1S(1A)

Rin

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Desig

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Engineering * S

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53-3

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PROJECT MANAGER


DESIGNED BY

SURVEYED BY

Mark A. Gunn, P.E., (703) 368-7373

Tele

phone: (703) 368-7

373 , F

ax: (703) 257-5

443


00, M

anassas Virginia 2

0109 on the w

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Sidney Thomas, L.S., (703) 368-7373 (2015)


ker

Fax: (703) 257-5

443

Phone: (703) 368-7

373

Manassas,

VA 20109

Suite 2

00

9385 Discovery B

oule

vard

Fax: (703) 612-0

668

Phone: (703) 612-0

665

Gle

n Allen,

VA 23060

Suite 1

00

4301 D

ominio

n B

oule

vard

Fax: (540) 548-4

471

Phone: (540) 548-4

470

Frederic

ksburg,

VA 22407

Suite 1

05

927 M

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Desig

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02/

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100% PLANS


Lic. No. 044359

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FO

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WELSCHENBACHADAM D.

PHASE 3:

3.

1.

8.

9.

4.

7.

10.

2.

5.

6.

12.

SEQUENCE OF CONSTRUCTION CONT...

TMP/SOC

PHASE 4:

3.

1.

2.

6.

7.

4.

5.

9.

8.

10.

11.

the Project.

pavement striping, signage, and generally construct the remaining elements of

and final surfacing operations. Contractor shall install the ultimate signals,

The Contractor shall implement VWAPM TTC-57.1 and TTC-58.1 to complete mill and overlay



Contractor shall only pave up to intermediate course pavement in areas of

remain post construction of the Project.



Any existing condition that does not reflect the temporary pavement marking plan















structures from Station 98+25 to 148+00 along Sycolin Road.

and temporary manholes in medians and install permanent median and drainage

The Contractor shall install all sawcut and remove previous phased temporary pavement

onto the final northbound and southbound lanes from Station 111+00 to Station 150+50.

as shown on Sheets 1W(1) through 1W(5). Contractor shall then shift north and south bound traffic

Prior to beginning construction, the Contractor shall place all temporary traffic markings

The Contractor is to remove all pedestrian detour/closure signs and barricades as shown.

install all temporary pavement markings for this phase as shown/designated.

measures required (TTC-17.1). The Contractor shall also

during Phase 4 TMP/SOC the Contractor shall implement all VWAPM TTC

the 1W series. In order to construct the designated permanent construction areas required



The Contractor shall install all Temporary Traffic Control (TTC) measures and



Contractor shall only pave up to intermediate course pavement in areas of

remain post construction of the Project.



Any existing condition that does not reflect the temporary pavement marking plan















final TMP/SOC phases.

for entrance closure at Leesburg Airport (Station 120+00). Entrance to remain open throughout

The Contractor shall remove all traffic control devices used in TTC-34.1 as shown in Phase 2A

zone as shown.

turning left from southbound and northbound Sycolin Road through construction work

entrance (Station 143+50). The Contractor shall maintain a traversable area for thru traffic

at the intersections of Sycolin Road at Tavistock Drive and Sycolin Road at Dominion Power

The Contractor shall install all permanent curb and gutter, drainage, sidewalk and pavement

Sheets 1V(1) through 1V(5).

Contractor shall install all temporary drainage structures in medians as shown on

144+00. Contractor shall construct culvert and erosion measures at Station 123+50.

constructed in Phases 1 and 2 shall be removed from Station 122+00 to 131+50 and 137+00 to

from Station 110+50 to 148+00 along the northbound lanes. Temporary pavement widening

The Contractor shall install all permanent curb and gutter, drainage, sidewalk and pavement

150+50.

traffic onto the existing and previously widened southbound lane from Station 111+00 to Station

as shown on Sheets 1V(1) thru 1V(5). The Contractor shall then shift northbound and southbound

Prior to beginning construction, Contractor shall place all temporary traffic markings

is to follow the guidelines in the VWAPM as directed by the Engineer.

of 5 feet in width) to achieve this continuous connection. To guide pedestrians, the Contractor

locations. The Contractor may have to construct temporary asphalt sidewalk (a minimum

The Contractor is to maintain pedestrian access at all times at existing pedestrian facility

The Contractor is to maintain all pedestrian detour/closure signs and barricades as shown.

for this phase as shown/designated.

required (TTC-6.1). The Contractor shall also install all temporary pavement markings

Phase 3 TMP/SOC the Contractor shall implement all VWAPM TTC measures

the 1V series. In order to construct the designated permanent construction areas required during



The Contractor shall install all Temporary Traffic Control (TTC) measures and

on Sheet 1V(3).

prior to installation of barriers, and on Sycolin Road from Station 126+00 to 128+25 as shown

Road and Tavistock Drive (Station 135+95 RT to Station 139+00 RT) as shown on Sheet 1V(4)

The Contractor shall complete construction of variable build-up at the intersection of Sycolin

13.

Adam Welschenbach

2018.02.22 14:36:21 -05'00'

1S(2)

Rin

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Desig

n Associates, P.C.

Engineering * S

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NO.U000-2

53-3

12

PROJECT MANAGER


DESIGNED BY

SURVEYED BY

Mark A. Gunn, P.E., (703) 368-7373

Tele

phone: (703) 368-7

373 , F

ax: (703) 257-5

443


00, M

anassas Virginia 2

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Sidney Thomas, L.S., (703) 368-7373 (2015)


ker

Fax: (703) 257-5

443

Phone: (703) 368-7

373

Manassas,

VA 20109

Suite 2

00

9385 Discovery B

oule

vard

Fax: (703) 612-0

668

Phone: (703) 612-0

665

Gle

n Allen,

VA 23060

Suite 1

00

4301 D

ominio

n B

oule

vard

Fax: (540) 548-4

471

Phone: (540) 548-4

470

Frederic

ksburg,

VA 22407

Suite 1

05

927 M

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100% PLANS


Lic. No. 044359

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WELSCHENBACHADAM D.

IMPACT ATTENUATOR DETAILS

KEY

2

3

4

5

6

1

TRAFFIC

PLAN

ELEVATION

30"

NOTES

A

A

TRAFFIC

PLAN

6

5

ELEVATION

TRAFFIC

(TEMPORARY USE ONLY)

REFLECTIVE MARKERS

IMPACT ATTENUATOR

(WHEN CALLED FOR ON PLANS AND SUMMARIZED AS IMPACT ATTENUATOR SERVICE.

TL-2 (45 MPH MAXIMUM DESIGN SPEED)

1.

2.

3. ALL STEEL HARDWARE COMPONENTS MUST BE GALVANIZED.

5.

4.

CONCRETE TRAFFIC BARRIER

CONSTRUCTION ZONE BACKUP

TRANSITION PANEL (4" OFFSET)

NOSE COVER (YELLOW)

MARKER

VAR.

IMPACT ATTENUATOR

SOIL

24"

30"

POSITION RIGHT OF TRAFFIC

THROUGH ROADWAY MARKERGORE AREA MARKERTHROUGH ROADWAY MARKER

POSITION LEFT OF TRAFFIC

30"

24" 24"

2

2’-8�" MIN.

4

5

A

A

6

VAR.

2’-0"

6"

31

2’-8�" MIN.

2

(UNI-DIRECTIONAL)

VAR.31

2’-0"

6"

DETAILS NOT SHOWN.

SEE MANUFACTURER’S SPECIFICATIONS AND DRAWINGS FOR DIMENSIONS AND

SPECIFICATIONS, SECTION 512.

WILL NOT BE SUMMARIZED FOR PAYMENT. REFERENCE ROAD AND BRIDGE

IMPACT ATTENUATORS USED WITH BARRIER OPENINGS FOR EQUIPMENT ACCESS

(SOIL)

COMPACT SUBBASE

SPECIFICATIONS.

FOR INSTALLATION INSTRUCTION AND RESTRICTIONS SEE MANUFACTURER’S

AND SPECIFICATIONS.

FOR DIMENSIONS OF UNIT AND CONCRETE PAD SEE MANUFACTURER’S DRAWINGS

MESSAGE - BLACK (NON-REFLECTORIZED) CONSTRUCTION/MAINTENANCE ZONES.

FIELD - ORANGE STRIPES (REFLECTORIZED) CONSTRUCTION/MAINTENANCE ZONES.

COLOR

TO PASS.

SLOPE DOWN TOWARD THE SIDE OF THE OBSTRUCTION ON WHICH TRAFFIC IS

WITH SECTION 701 OF THE ROAD AND BRIDGE SPECIFICATIONS. STRIPES SHALL

REFLECTIVE MARKERS. ALL REFLECTIVE SHEETING IS TO BE IN ACCORDANCE

FLUORESCENT PRISMATIC LENS ORANGE SHEETING SHALL BE USED ON THE

Y IMPACT ATTEN. MANUFACTURER. BAS REQUIRED

PORTLAND CONCRETE OR ASPHALT FOUNDATION

AS PER MANUFACTURER

REQUIRED MIN. FOUNDATION

IMPACT ATTENUATOR MANUFACTURER.

IS TO BE DESIGNED AND CONSTRUCTED AS REQUIRED BY THE

THE FIRST UNIT OR SECTION OF A CONCRETE TRAFFIC BARRIER

IMPACT ATTENUATOR MANUFACTURER.

IS TO BE DESIGNED AND CONSTRUCTED AS REQUIRED BY THE

THE FIRST UNIT OR SECTION OF A CONCRETE TRAFFIC BARRIER

BE USED WITHOUT MINIMUM PAD LAYER(S) OF P.C. CONCRETE OR ASPHALT MATERIAL.

FURNISH THE REQUIRED ANCHORING SYSTEM. COMPACTED SUBBASE (SOIL)SHALL NOT

TYPES OF MATERIALS (P.C. CONCRETE & ASPHALT). THE MANUFACTURER MUST ALSO

MINIMUM PAD LAYER DEPTH OR COMBINATION DEPTHS SHOWN FOR THE DIFFERENT

IMPACT ATTENUATOR MANUFACTURERS MUST FURNISH DETAILS FOR THE REQUIRED

(BI-DIRECTIONAL)

REFLECTIVE MARKER(S), MAINTENANCE, AND REMOVAL WHEN NO LONGER NEEDED.

PREPARATION, MP-3 ANCHORS OR ANCHOR PINS, PAD, INSTALLATION, TRANSITION PANEL,

TYPE 1-A IN UNITS OF EACH PER LOCATION AND SHALL INCLUDE ALL SITE

WHEN A PAY ITEM, BASIS OF PAYMENT SHALL BE IMPACT ATTENUATOR SERVICE,

TRAFFIC TRAFFIC

WITH LOCK, WASHER AND NUT.

METAL STRAPS 4-�"x1" HEX HEAD BOLTS

20 GAUGEx1�"x3’-0" GALVANIZED

MARKER IS TO BE ATTACHED USING

SEE MANUFACTURER’S REQUIREMENTS.

TREATMENTS MAY BE REQUIRED,

SPECIAL CONCRETE BARRIER END

SEE MANUFACTURER’S REQUIREMENTS.

TREATMENTS MAY BE REQUIRED,

SPECIAL CONCRETE BARRIER END

(each location) for VDOT approval.Contractor shall submit prior to construction all impact attenuator details

TMP/SOC DETAILS

SPECIAL DESIGN PORTABLE IMPACT ATTENUATOR

CLOSED

SIDEWALK

Sidewalk Closed Signage

MATERIALS AND INSTALLATION.

CONTRACTOR SHALL SUBMIT SPEC FOR TOWN APPROVAL PRIOR TO ORDERING

Ground Surface

TYP.

3’-4’’

(Not to Scale)

4’

5’

MIN.

12"

in addition to the barricades and retroreflective sheeting.

SP-5, shall be included in price bid for Type III Barriacde,

equipment necessary to install sign(s) in accordance with St’d

Cost for materials (brackets, nuts etc.), labor and all

to Type III Barricade as shown on This Sheet.

1. Sign(s) shall be installed consistent with St’d SP-5

Sign Schedule Notes:

IMPACT ATTENUATOR SHALL BE AS APPROVED BY VDOT’S APPROVED MATERIALS LIST.

6.

PRICE BID FOR IMPACT ATTENUATORS AND NOT PAID FOR SEPARATELY.

MANUFACTURER REQUIREMENTS (INCLUDING ANCHORS) SHALL BE INCLUDED IN THE

THE COST TO INSTALL PROPER FOUNDATION SURFACE AND SUBBASE PER

THIS DEVICE SHALL BE DESIGNATED TYPE I-A)

Adam Welschenbach

2018.02.22 14:38:36 -05'00'

1S(3)

Rin

ker

Desig

n Associates, P.C.

Engineering * S

urv

eyin

g * L

and Pla

nnin

g * Tra

nsportation * E

nviron

mental Services

To

wn of Leesburg

Loudoun C

ounty,

Virginia

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Sheet

VD

OT

PR

OJ.

NO.U000-2

53-3

12

PROJECT MANAGER


DESIGNED BY

SURVEYED BY

Mark A. Gunn, P.E., (703) 368-7373

Tele

phone: (703) 368-7

373 , F

ax: (703) 257-5

443


00, M

anassas Virginia 2

0109 on the w

eb @ w

ww.rdacivil.c

om

to M

ake Y

our

Visio

n R

eality"

"We W

elco

me the O

pportunity

of 20

M

AR

K

A.

GU

NN,

P.E.

SY

CO

LIN R

OA

D W

IDE

NIN

G P

HA

SE I

V


Sidney Thomas, L.S., (703) 368-7373 (2015)


ker

Fax: (703) 257-5

443

Phone: (703) 368-7

373

Manassas,

VA 20109

Suite 2

00

9385 Discovery B

oule

vard

Fax: (703) 612-0

668

Phone: (703) 612-0

665

Gle

n Allen,

VA 23060

Suite 1

00

4301 D

ominio

n B

oule

vard

Fax: (540) 548-4

471

Phone: (540) 548-4

470

Frederic

ksburg,

VA 22407

Suite 1

05

927 M

aple G

rove D

riv

e

Desig

n A

ssociates, P.C.

Office L

ocations

Land Pla

nnin

g

Rig

ht of

Way S

ervices

Envir

on

mental

Civil E

ngin

eerin

gSurveyin

g

Transportation

---

www.RDAcivil.com

TB

D

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02/

21/

2018

TL

CI-2016-0

002

100% PLANS


TTC NOTES AND DETAILS

TMP/SOC

1S(3A)

Rin

ker

Desig

n Associates, P.C.

Engineering * S

urv

eyin

g * L

and Pla

nnin

g * Tra

nsportation * E

nviron

mental Services

To

wn of Leesburg

Loudoun C

ounty,

Virginia

ww

w.r

dacivil.c

om

AS

SO

CIA

TE

D

PL

AN

TO

WN

NU

MB

ER:

EN

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PR

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BMIS

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C.I.P.

NU

MB

ER:

Sheet

VD

OT

PR

OJ.

NO.U000-2

53-3

12

PROJECT MANAGER


DESIGNED BY

SURVEYED BY

Mark A. Gunn, P.E., (703) 368-7373

Tele

phone: (703) 368-7

373 , F

ax: (703) 257-5

443


00, M

anassas Virginia 2

0109 on the w

eb @ w

ww.rdacivil.c

om

to M

ake Y

our

Visio

n R

eality"

"We W

elco

me the O

pportunity

of 20

M

AR

K

A.

GU

NN,

P.E.

SY

CO

LIN R

OA

D W

IDE

NIN

G P

HA

SE I

V


Sidney Thomas, L.S., (703) 368-7373 (2015)


ker

Fax: (703) 257-5

443

Phone: (703) 368-7

373

Manassas,

VA 20109

Suite 2

00

9385 Discovery B

oule

vard

Fax: (703) 612-0

668

Phone: (703) 612-0

665

Gle

n Allen,

VA 23060

Suite 1

00

4301 D

ominio

n B

oule

vard

Fax: (540) 548-4

471

Phone: (540) 548-4

470

Frederic

ksburg,

VA 22407

Suite 1

05

927 M

aple G

rove D

riv

e

Desig

n A

ssociates, P.C.

Office L

ocations

Land Pla

nnin

g

Rig

ht of

Way S

ervices

Envir

on

mental

Civil E

ngin

eerin

gSurveyin

g

Transportation

---

www.RDAcivil.com

TB

D

FR

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LA

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02/

21/

2018

TL

CI-2016-0

002

100% PLANS


TTC NOTES AND DETAILS

TMP/SOC

sediment trap design

Documents