S I C N IS S EMPER TYRA COMMONWEALTH OF VIRGINIA · 2015-02-03 · ti o n (7 0 3) 2 5 9-2 3 5 5 (n o v a d is tr ic t) plan no. project file no. sheet no. scale date sheet of d 9

STATEFEDERAL AID STATE

PROJECT PROJECTROUTE

VA.

DHV

V (MPH)

REVISED

PLAN NO. PROJECT FILE NO. SHEET NO.

PRIN

TS

SE

NT

TO

R/

W

DIV.

DIS

T.

EN

GR

RE

S.

EN

GR

CO

NS

TR.

EN

GR.

NO.

DA

TE

AD

VA

NC

E

PL

AN

S

AD

VA

NC

E

PL

AN

S

AD

VA

NC

E

PL

AN

S

CO

MP

LE

TE

D

PL

AN

S

CO

MP

LE

TE

D

PL

AN

S

CO

MP

LE

TE

D

PL

AN

S

FO

R

UTILITIE

S

VIRGINIA

SICSEMPER TYRANNI

S

SHEET

NO.

COMMONWEALTH OF VIRGINIADEPARTMENT OF TRANSPORTATION

PLAN AND PROFILE OF PROPOSEDSTATE HIGHWAY

CODE NO. 6010

STATE

PROJECT

NO.

SECTIONEQUALITIES

FEET

LENGTH INCLUDINGFEDERAL AID

PROJECT NO.FEET FEETMILES MILES

LENGTH EXCLUDINGTYPE

PROJECTDESCRIPTION

SCALE

BRIDGE(S) BRIDGE(S)TYPE

CODE

UPC

NO.

FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA

D (%) (design hour)

T (%) (design hour)

$DGNLEV

$DGN$

1

1

*

0STATE LINECOUNTY LINECITY,TOWN OR VILLAGERIGHT OF WAY LINEFENCE LINEUNFENCED PROPERTY LINEFENCED PROPERTY LINEWATER LINESANITARY SEWER LINEGAS LINEELECTRIC UNDERGROUND CABLETRAVELED WAYGUARD RAILRETAINING WALLRAILROADS

BASE OR SURVEY LINE

LEVEE OR EMBANKMENTBRIDGESCULVERTSDROP INLETPOWER POLESTELEPHONE OR TELEGRAPH POLESTELEPHONE OR TELEGRAPH LINESHEDGETREESHEAVY WOODSGROUND ELEVATIONGRADE ELEVATION

CONVENTIONAL SIGNS

30

+50

DATUM LINE

DATUM LINE

173

175

T/Tg

E

6" W

8" S

4" G

PLPL

DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION

AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT.

THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE

REGIONFHWA

3

WHERE OTHERWISE NOTED.

P-101

All Traffic Data Provided By VDOT

*

THESE PLANS ARE UNFINISHED

AND UNAPPROVED AND ARE NOT

TO BE USED FOR ANY TYPE

OF CONSTRUCTION OR THE

ACQUISITION OF RIGHT OF WAY.

Prel. Engineering

WIDENED IN ACCORDANCE WITH STANDARD TC-5.11R EXCEPT

DEPARTMENT'S 2007 ROAD AND BRIDGE SPECIFICATIONS, 2008 ROAD AND

THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN ASSEMBLY AS AWARDED HAS BEEN

SEALED AND SIGNED USING DIGITAL SIGNATURES AND THE OFFICIAL PLAN ASSEMBLY IN

ELECTRONIC FORMAT IS STORED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY, INCLUDING

ALL SUBSEQUENT REVISIONS, WILL BE THE OFFICIAL CONSTRUCTION PLANS. FOR INFORMATION

RELATIVE TO ELECTRONIC FILES AND LAYERED PLANS, SEE THE GENERAL NOTES.

BRIDGE STANDARDS, 2009 MUTCD, 2011 VIRGINIA SUPPLEMENT TO THE

ALL CURVES ARE TO BE SUPERELEVATED, TRANSITIONED, AND

MUTCD, 2011 VIRGINIA WORK AREA PROTECTION MANUAL AND AS AMENDED

BY CONTRACT PROVISIONS AND THE COMPLETE ELECTRONIC .PDF VERSION

OF THE PLAN ASSEMBLY.

ILLEGAL AND ENFORCED TO THE FULL EXTENT OF THE LAW.

ANY MISUSE OF ELECTRONIC FILES, INCLUDING SCANNED SIGNATURES, IS

SIGNATURES, IS FILED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY.

THE ORIGINAL APPROVED TITLE SHEET(S), INCLUDING ORIGINAL

Copyright 2013, Commonwealth of Virginia

LOUDOUN COUNTY

B-XXX

of Transportation

Virginia Department

99580

ROUTE 653 - COCHRAN MILL ROAD

Population 312,311 (2010 Census for Loudoun County)

100' 200'

40+00

45+00

RTE. 653 COCHRAN MILL RD.

BO

UN

DA

RY LIN

E

TO

WN

OF

LE

ES

BU

RG

NOV. 2013

PFI PLANS

PAR

KW

AY

RUSSELL B

RAN

CH

DATE DISTRICT ADMINISTRATOR

APPROVED FOR CONSTRUCTION

DATE

DATE DISTRICT PLANNING AND INVESTMENT MANAGER

FOR CONSTRUCTION

RECOMMENDED FOR APPROVAL

DATE DISTRICT ADMINISTRATOR

APPROVED FOR RIGHT OF WAY ACQUISITION

DATE

DATE DISTRICT PLANNING AND INVESTMENT MANAGER

RECOMMENDED FOR APPROVAL

FOR RIGHT OF WAY ACQUISITION

DISTRICT PROJECT DEVELOPMENT ENGINEER

DISTRICT PROJECT DEVELOPMENT ENGINEER

933.90 0.177 854.25 0.162

ST

A. 3

5+8

3.6

0

RO

UT

E 653

ST

A. 4

5+17.5

0

RO

UT

E 653

653

1,600

3,500

35%

NON-NHS, URBAN COLLECTOR - ROLLING - 40 MPH DESIGN SPEED, VDOT STD. GS-7

FHWA 534 DATA 4J015

FOR INDEX OF SHEETS SEE SHEET 1B

GEOPAK Computer Identification No. 99580

DESIGN PACKAGE (GEOPAK)

THIS PROJECT WAS DEVELOPED UTILIZING THE DEPARTMENT'S ENGINEERING

FROM: 0.107 MI. N. OF TUSCARORA CREEK

TO: 0.070 MI. S. OF TUSCARORA CREEK

See Plan and Profile Sheets For Horizontal And Vertical Design Speeds.

160

ADT 2037

ADT 2012



55%

TO DULLES GREENWAY

TO

LEESBUR

G

N/A



TUS

CA

RO

RA

CR

EE

K

L

TUSCARORA CREEK

POC STA 41+49.92 RTE. 653 B

DESCRIPTION REFERENCE

35+00

PR

OJE

CT

MA

NA

GE

R

SU

RV

EY

ED

BY,

DA

TEBria

n

Morris

on, P

E, (7

03) 259-2

606

DE

SIG

N

BY

HN

TB

Corporation (7

03) 824-5

100

DE

SIG

N

SU

PE

RVIS

ED

BY

Daniel Staron, P

E, (7

03) 824-5

100

NOTE: PROJECT LENGTH BASED ON ROUTE 653 BASELINE

3

4

PROJECT 0653-053-6042, P-101

0653-053-6042

For Section Numbers

See Tabulation Below

P-101

(NFO) 0653-053-6042,

99580 N/A 933.90 0.177 854.25 0.162 Prel. Engineering



R-201

C-501

B-XXX

0653-0

53-6

042

COCHRAN MILL ROAD

RTE. 653

Vir

ginia

Departm

ent of Transportation (7

03) 259-2

355 (N

OV

A

District)


SCALE DATE SHEET OF

d9958001a.d

gn

11/22/2013

4:12:4

3

PM

Pen Table =

A

DEPARTMENT OF TRANSPORTATION

COMMONWEALTH OF VIRGINIA

HNTB CORPORATIONARCHITECTS ENGINEERS & PLANNERS

ARLINGTON, VIRGINIA

Half

_v95.tbl

HNTB Corporation

PROJECT MANAGER:

SURVEYED BY:

DESIGN SUPERVISED BY:

DESIGNED BY:

Daniel Staron PE

703-259-2606 (Northern Virginia District)

703-824-5100

653

d9958001a.dgn

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE

ROUTE PROJECTSHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

Brian Morrison PE


NOVEMBER 2013

VDOT (DATE)

ROUTE 653 COCHRAN MILL ROAD

0653-053-6042

P-101(NFO) 0653-053-6042,

1A

1"=1000'-0"

PROJECT LOCATION MAP

1A

7

TO TYSONS CORNER

TO LEESB

URG

CR

OSSTR

AIL BLVD.

RIV

ERSID

E P

KW

Y.

653 659

POT

OM

AC RIV

ER

MAR

YLAN

D

VIR

GINIA

BR

AN

CH P

KW

Y.

RUSS

ELL

GO

OS

E

CR

EE

K

CREEK

TUSCARORA

643

267

15

SYC

OLIN

RD.

COCH

RAN

MIL

L R

D.

BE

LM

ONT

RID

GE

RD.

901

CL

AIB

OR

NE

PK

WY.

653

RIV

ER

CR

EE

K P

KW

Y.

0 1000' 2000'

SCALE

653

0653-053-6042,P-101

PROJECT

1B

INDEX OF SHEETS

1B

NONE

TITLE SHEET1

1C

1D

1E

1G

2

TYPICAL SECTIONS

GENERAL NOTES

DESCRIPTIONSHEET NO. STATIONS

1A

1B INDEX OF SHEETS

(NOT USED)

3

PROJECT LOCATION MAP

RIGHT OF WAY DATA

1L EXISTING STORM DRAIN TABULATIONS

ROADWAY PLAN AND PROFILE


(NOT USED)

1 --

3 --

5 --

6 --

7 --

TRANSVERSE SECTION

ABUTMENT DETAILS

BENT DETAILS

CROSS SECTIONS --

4

4 --

2 --

1F SURVEY ALIGNMENT DATA

1K(1)

1K(2)

1K(3) MAINTENANCE OF TRAFFIC PLAN

MAINTENANCE OF TRAFFIC PLAN

MAINTENANCE OF TRAFFIC PLAN PHASE 1

PHASE 2

PHASE 3

STA. 35+83.60 RTE. 653 TO STA. 40+50.00 RTE. 653

STA. 40+50.00 RTE. 653 TO STA. 45+17.50 RTE. 653

TITLE SHEET: PLAN, PROFILE, AND GENERAL NOTES

SEQUENCE OF CONSTRUCTION - 1

SEQUENCE OF CONSTRUCTION - 2

ESTIMATED QUANTITIES AND INDEX OF SHEETS

(NOT USED)1H

(NOT USED)1J

(NOT USED)1M

1 - 3

BRIDGE PLANS

ALIGNMENT DATA SHEET

2A(1) - 2A(2)


SCALE DATE SHEET OF

d9958001b.d

gn

11/22/2013

4:12:4

5 P

M

Pen Table =

A




ARLINGTON, VIRGINIA

Half

_v95.tbl

HNTB Corporation

PROJECT MANAGER:

SURVEYED BY:


DESIGNED BY:

Daniel Staron PE


703-824-5100

653

d9958001b.dgn

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






Brian Morrison PE


NOVEMBER 2013

VDOT (DATE)


0653-053-6042

P-101(NFO) 0653-053-6042,

LANDOWNERTOTAL

PERMANENT TEMPORARYUTILITY

ACRES OR SQUARE FEET

FEE TAKING FEE REMAINDER

AREA

EASEMENTSNO.

PARCEL

NO.

SHEET

R/W

PRESCRIPTIVE

SQ. FEET

ACRES OR

SQ. METERS

OR

HECTARES/

SQ. FEET

ACRES OR

SQ. METERS

OR

HECTARES/

SQ. FEET

ACRES OR

SQ. METERS

OR

HECTARES/

SQ. FEET

ACRES OR

SQ. METERS

OR

HECTARES/

SQ. FEET

ACRES OR

SQ. METERS

OR

HECTARES/

SQ. FEET

ACRES OR

SQ. METERS

OR

HECTARES/

SQ. FEET

ACRES OR

SQ. METERS

OR

HECTARES/

YES / NO

PROFFERS

RIGHT OF WAY DATA

0.0370 AC.

SCENIC RIVER GOLF L.L.C. 0.2858 AC.

003

002

NONE

1C

1C

106.32 AC.3, 4

TEMPORARY (ENTRANCES)

UPC No.: 99580

City/County: Loudoun County

004 LUCK STONE CORPORTATION 0.0182 AC. 135.0387

SPRINGFIELD EAST L.C.

0.1374

0.1257

0.2933

3, 4

4

21.62 AC.

135.0569 AC.

106.03

24.58


SCALE DATE SHEET OF

d9958001c.d

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11/22/2013

4:12:4

7 P

M

Pen Table =

A




ARLINGTON, VIRGINIA

Half

_v95.tbl

HNTB Corporation

PROJECT MANAGER:

SURVEYED BY:


DESIGNED BY:

Daniel Staron PE


703-824-5100

653

d9958001c.dgn

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






Brian Morrison PE


NOVEMBER 2013

VDOT (DATE)


0653-053-6042

P-101(NFO) 0653-053-6042,

To Convert Va. State Plane Coordinates NAD 83 Metric Values to Va. D. O. T. Project Coordinates.

Reduce the Eastings 2. 5 Million Meters and the South and North Zone Northings by 1 and 2 Million Respectively.

Multiply by the U. S. Survey Foot (3. 28083333333) .

Multiply These Values by the Combined Scale and Elevation Factor ( 1. ) for this County.

A Reverse of this Procedure will Transform VDOT Project Coordinates to NAD 83 Values.

Note:

3.

2.

1.

SURVEY ALIGNMENTS

1F

SURVEY ALIGNMENT DATA

1F

POINT STATION BEARING PROJECT COORDINATES

ID. NORTH (Y) EAST (X)

Rte. 653 - Cochran Mill Rd

SS 100+00.000 517,099.446 3,560,373.924

N 19° 08' 21" W

PI 106+04.043 517,670.100 3,560,175.880

N 23° 44' 40" W

PI 112+94.686 518,302.280 3,559,897.787

N 77° 55' 42" W

PI 117+34.047 518,394.166 3,559,468.142

ELEVATION (Z) DESCRIPTION

248.20'

222.58'

221.35'

239.60'

Iron Rod w/Cap

Iron Rod w/Cap

Iron Rod w/Cap

Iron Rod w/Cap

NONE

1 - Sty.

Met. Bld

g.

GPS 2

To Sta 112+94.686

VEPCO #B2328 NA86Power Pole

133.6'

33.7'

31.2'

12" CM Pipe

Conc. Ditch

Soil Tee Box Area

Asphalt E

nt.

Hedgerow

36" Maple

Sprinkler


Asphalt Pavement

PI 106+04.04

Asphalt Ent.

Asphalt Ent.

Metal Sign

VEPCO #F11Power Pole

6' Chain Link Fence

VEPCO #B2327 0026Power Pole

To Sta 106+04.04389.2'18.

2'

GPS 1SS 100+00.000

Asphalt E

nt.

4'Split Rail Fence


Asphalt E

nt.

Woods

E

Iron Rod w/Cap

Iron Rod w/Cap

Virginia Department of Transportation Horizontal Control

Virginia State Plane Coordinates - NAD 83 Metric Values

LD-200 (REV. 8/2000)

* *Sketch and Detailed Description Below

Coordinates

VDOT Project Coordinates to NAD 83 Metric Plane

Reverse This Procedure to Transform

Zone North

values, use the following formula.

To convert state plane metric units to VDOT project

2. Multiply These Values by the U. S. Survey Foot (3.280833333)

Values By 1 and 2 Million Respectively.

Meters. The South and North Zone Northing Metric

1. Reduce the Easting Metric Values By 2.5 Million

DETAILED SKETCH

VDOT Project CoordinatesControl Station I. D. GPS - 1 Project

Route 653 City/County Loudoun Date 10-22-2012

Established By VDOT

Vertical Datum Based On NAVD88 Geoid 12A

Horizontal Datum Based On NAD83

Azimuth to Station

Latitude: 39° 04' 56.61378"

Longitude: 77° 30' 57.11408"

Geoid Separation (N) :

Ellipsoid Height (h) : 43.394 (WGS 84)

Control Based On: Station (Name or PID) or

Project (Monument No. ) Order:

East (X) 3585149.885 m

North (Y) 2157604.346 m

Ortho. Elevation (H) 75.652 m

East (X) 3560373.9242 ft.

North (Y) 517099.4455 ft.

Elevation 248.20 ft.

Horizontal Closure

Elevation Factor ( 1.00005 ) for the County.

3. Multiply These Values by Combined Scale and

Virginia Department of Transportation Horizontal Control

Virginia State Plane Coordinates - NAD 83 Metric Values

LD-200 (REV. 8/2000)

* *Sketch and Detailed Description Below

Coordinates

VDOT Project Coordinates to NAD 83 Metric Plane

Reverse This Procedure to Transform

Zone North

values, use the following formula.

To convert state plane metric units to VDOT project

2. Multiply These Values by the U. S. Survey Foot (3.280833333)

Values By 1 and 2 Million Respectively.

Meters. The South and North Zone Northing Metric

1. Reduce the Easting Metric Values By 2.5 Million

DETAILED SKETCH

VDOT Project CoordinatesControl Station I. D. GPS - 2 Project

Route 653 City/County Loudoun Date 10-22-2012

Established By VDOT

Vertical Datum Based On NAVD88 Geoid 12A

Horizontal Datum Based On NAD83

Azimuth to Station

Latitude: 39° 05' 02.27454"

Longitude: 77° 30' 59.54784"

Geoid Separation (N) :

Ellipsoid Height (h) : 35.634 (WGS 84)

Control Based On: Station (Name or PID) or

Project (Monument No. ) Order:

East (X) 3585089.524 m

North (Y) 2157778.273 m

Ortho. Elevation (H) 67.843 m

East (X) 3560175.8799 ft.

North (Y) 517670.0995 ft.

Elevation 222.58 ft.

Horizontal Closure

Elevation Factor ( 1.00005 ) for the County.

3. Multiply These Values by Combined Scale and


SCALE DATE SHEET OF

d9958001f.d

gn

11/22/2013

4:12:4

8 P

M

Pen Table =

A




ARLINGTON, VIRGINIA

Half

_v95.tbl

HNTB Corporation

PROJECT MANAGER:

SURVEYED BY:


DESIGNED BY:

Daniel Staron PE


703-824-5100

653

d9958001f.dgn

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






Brian Morrison PE


NOVEMBER 2013

VDOT (DATE)


0653-053-6042

P-101(NFO) 0653-053-6042,


SCALE DATE SHEET OF

d9958001g.d

gn

11/22/2013

4:12:4

9 P

M

Pen Table =

A




ARLINGTON, VIRGINIA

Half

_v95.tbl

HNTB Corporation

PROJECT MANAGER:

SURVEYED BY:


DESIGNED BY:

Daniel Staron PE


703-824-5100

653

d9958001g.dgn

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






Brian Morrison PE


NOVEMBER 2013

VDOT (DATE)


0653-053-6042

P-101(NFO) 0653-053-6042,






B RTE. 653L

1G

1G

1"=50'-0"

0

SCALE

50' 100'

BSURVEY L

E 3,559,737.6973

N 518,357.8153

STA. 35+83.60 RTE. 653

BEGIN PROJECT

Beginning chain P653 description

===============================================================================

Point P1 N 518,395.2416 E 3,559,171.1441 Sta 30+00.00

Course from P1 to PC P653-1 N 79° 48' 18.67" E Dist 176.4830

Curve Data

*----------*

Curve P653-1

P.I. Station 36+60.61 N 518,512.1668 E 3,559,821.3249

Delta = 79° 42' 13.35" (RT)

Degree = 9° 52' 42.90"

Tangent = 484.1277

Long Chord = 743.3335

Mid. Ord. = 134.7317

P.C. Station 31+76.48 N 518,426.4783 E 3,559,344.8407

C.C. N 517,855.6356 E 3,559,447.4982

Back = N 79° 48' 18.67" E

Ahead = S 20° 29' 27.98" E

Chord Bear = S 60° 20' 34.65" E

Curve Data

*----------*

Curve P653-2

P.I. Station 42+62.43 N 517,797.2168 E 3,560,088.5073

Delta = 6° 41' 51.57" (LT)

Degree = 1° 12' 04.21"

Tangent = 279.1153

Length = 557.5949

Radius = 4,770.0000

External = 8.1592


Mid. Ord. = 8.1453

C.C. N 519,728.4671 E 3,564,458.9852

Back = S 20° 29' 27.98" E

Ahead = S 27° 11' 19.55" E

Chord Bear = S 23° 50' 23.76" E

Curve Data

*----------*

Curve P653-3

P.I. Station 46+54.77 N 517,447.6634 E 3,560,268.0667

Delta = 5° 38' 45.84" (RT)

Degree = 2° 28' 53.08"

Tangent = 113.8594

Length = 227.5345

Radius = 2,309.0000

External = 2.8056


Mid. Ord. = 2.8022

C.C. N 516,493.9056 E 3,558,162.1723

Ahead = S 21° 32' 33.71" E

Chord Bear = S 24° 21' 56.63" E

Course from PT P653-3 to P2 S 21° 32' 33.71" E Dist 131.5542

Point P2 N 517,219.3934 E 3,560,358.1812 Sta 49+00.00

===============================================================================

Ending chain P653 description

653-1

653-2

653-3

PC 80+0

0.0

0

81

82

PT 82

+50.0

0

L

Ending chain B653 description

===============================================================================

Chord Bear = S 22° 47' 13.08" E

Ahead = S 24° 16' 54.65" E

Back = S 21° 17' 31.51" E

C.C. N 519,728.4671 E 3,564,458.9852

P.T. Station 82+50.00 N 517,758.2852 E 3,560,091.8277

P.C. Station 80+00.00 N 517,988.7469 E 3,559,995.0122

Mid. Ord. = 1.6306


External = 1.6311

Radius = 4,791.0000

Length = 250.0000

Tangent = 125.0284

Degree = 1° 11' 45.26"

Delta = 2° 59' 23.14" (LT)

P.I. Station 81+25.03 N 517,872.2528 E 3,560,040.4129

Curve B653

*----------*

Curve Data

===============================================================================

Beginning chain B653 description

B653

ROUTE 653 ROUTE 653 BRIDGE

POC STA. 40+50.00 RTE. 653, 21.00' RT

PC STA. 80+00.00 RTE. 653 BRIDGE =

POC STA. 42+98.90 RTE. 653, 21.00' RT

PT STA. 82+50.00 RTE. 653 BRIDGE =

E 3,560,0205.3956

N 517,569.7927

STA. 45+17.50 RTE. 653

END PROJECT

P.R.C. Station 39+83.32 N 518,058.6715 E 3,559,990.7996

P.R.C. Station 45+40.91 N 517,548.9420 E 3,560,216.0416

P.R.C. Station 39+83.32 N 518,058.6715 E 3,559,990.7996

Radius = 580.0000 P.R.C. Station 45+40.91 N 517,548.9420 E 3,560,216.0416

Length = 806.8334

Back = S 27° 11' 19.55" E

External = 175.4996 PT Station 47+68.45 N 517,341.7577 E 3,560,309.8752

(SEE BRIDGE PLANS)

B RTE. 653 BRIDGE

ALIGNMENT DATA SHEET

115

N 77° 5

5' 42"

W

114

113

PI 112+94.69

112 111

110

109

108

N 23° 44' 40" W

107

PI 10

6+0

4.0

410

6 105 104 10

3

N 19° 08' 21" W

102 101 100

SS 10

0+0

0.0

0

36

37

38

39

PR

C 39+8

3.3

2

40

41

42 43 44 45

PR

C 45+4

0.9

1

46 47

PT 47+6

8.4

5

48

49

36

37

38

39

PR

C 39+8

3.3

2

40

41

42 43 44 45

PR

C 45+4

0.9

1

46 47

PT 47+6

8.4

5

48

49


SCALE DATE SHEET OF

d9958001k(1).dgn

11/22/2013

4:12:5

1 P

M

Pen Table =

A




ARLINGTON, VIRGINIA

Half

_v95.tbl

HNTB Corporation

PROJECT MANAGER:

SURVEYED BY:


DESIGNED BY:

Daniel Staron PE


703-824-5100

653

d9958001k(1).dgn

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






Brian Morrison PE


NOVEMBER 2013

VDOT (DATE)


0653-053-6042

P-101(NFO) 0653-053-6042,

1K(1)

1"=50'-0"

MAINTENANCE OF TRAFFIC PLANPHASE 1

1K(1)

0

SCALE

50' 100'

31

PC 31+76.48

32

33

34

35

36

37

38

39

PR

C 39+8

3.3

2

40

41

42 43 44 45

PR

C 45+4

0.9

1

46 47

PT 47+6

8.4

5

48

31

PC 31+76.48

32

33

34

35

36

37

38

39

PR

C 39+8

3.3

2

40

41

42 43 44 45

PR

C 45+4

0.9

1

46 47

PT 47+6

8.4

5

48

PERMANENT CONSTRUCTION IN THIS PHASE

INDICATES TRAFFIC LANES

LEGEND

GROUP 2 CHANNELIZING DEVICES FOR TRAFFIC CONTROL

DETOUR CONSTUCTION IN THIS PHASE

DETOUR CONSTUCTION COMPLETED IN PREVIOUS PHASE

PERMANENT CONSTRUCTION COMPLETED IN PREVIOUS PHASE

TRAFFIC BARRIER SERVICE CONCRETE, DOUBLE-FACED

TEMPORARY SHEET PILING

ATTENUATOR SERVICE

TEMPORARY IMPACT

ATTENUATOR SERVICE

TEMPORARY IMPACT

PILING

SHEET

TEMPORARY

TEMPORARY BRIDGE

ATTENUATOR SERVICE

TEMPORARY IMPACT

PAVEMENT

INSTALL TEMPORARY

BARRICADE

TYPE 3

TIMES DURING CONSTRUCTION

MAINTAIN ACCESS AT ALL

PAVEMENT

INSTALL TEMPORARY

20' TYP.

COCHRAN MILL RD.

RTE. 653

RUS

SELL B

RANCH

PAR

KWAY

BL RTE 653

MILL ROAD

RTE 653 COCHRAN

LUCK STONE CORPORATION

COUNTRY CLUB

GOOSE CREEK

CR

EE

K

TUS

CA

RO

RA

CONSTRUCTION.REQUIRED FOR PHASE 2TEMPORARY SHEET PILINGNECESSARY TO ACCOMMODATE2) TRAFFIC WILL BE SHIFTED AS

CONSTRUCTED.WHILE TEMPORARY BRIDGE IS1) TRAFFIC WILL USE EXISTING BRIDGE

TRAFFIC PATTERN DURING PHASE 1:

STATION 39+60.SHOWN FROM STATION 38+00 TO AND INSTALL TEMPORARY PAVEMENT AS3) REMOVE PORTIONS OF EXISTING ISLAND

SERVICE IN PREPARATION FOR PHASE 2.2) INSTALL TEMPORARY CONCRETE BARRIER

APPROACH ROADWAY WORK,1) CONSTRUCT TEMPORARY BRIDGE AND

CONSTRUCTION ACTIVITIES DURING PHASE 1:

LIMITS OF CONSTRUCTION.6) CONTRACTOR SHALL ERADICATE ANY CONFLICTING PAVEMENT MARKINGS OUTSIDE THE

ALL PHASES OF CONSTRUCTION. 5) THE CONTRACTOR SHALL ENSURE THAT POSITIVE DRAINAGE IS PROVIDED THOUGHOUT

SUBSEQUENT PHASE(S) OF WORK.MOT PHASE IS TO BE SCHEDULED AND PHASED TO OCCUR UNDER TRAFFIC DURING 4) ALL ANCILIARY CONSTRUCTION WORK AND WORK NOT SHOWN AS INCLUDED IN A DEFINED

3) CONTRACTOR SHALL VERIFY LIMITS OF TEMPORARY SHEET PILING.

ELEMENTS OF THE PROJECT. AND IS ONLY INCLUDED TO DEMONSTRATE THE CONSTRUCTABILITY OF THE PRIMARY 2) MOT PHASING AND CONSTRUCTION SEQUENCING SHOWN IN THESE PLANS IS SUGGESTED,

IDENTIFIED ON THE TITLESHEET OF THE PLAN SET.1) ALL WORK SHALL BE IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES

MOT GENERAL NOTES:


SCALE DATE SHEET OF

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A




ARLINGTON, VIRGINIA

Half

_v95.tbl

HNTB Corporation

PROJECT MANAGER:

SURVEYED BY:


DESIGNED BY:

Daniel Staron PE


703-824-5100

653

d9958001k(2).dgn

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






Brian Morrison PE


NOVEMBER 2013

VDOT (DATE)


0653-053-6042

P-101(NFO) 0653-053-6042,

1K(2)

1"=50'-0"


1K(2)

0

SCALE

50' 100'

40' SP. TYP.

31

PC 31+76.48

32

33

34

35

36

37

38

39

PR

C 39+8

3.3

2

40

41

42 43 44 45

PR

C 45+4

0.9

1

46 47

PT 47+6

8.4

5

48

31

PC 31+76.48

32

33

34

35

36

37

38

39

PR

C 39+8

3.3

2

40

41

42 43 44 45

PR

C 45+4

0.9

1

46 47

PT 47+6

8.4

5

48



LEGEND







ATTENUATOR SERVICE

TEMPORARY IMPACT

TO REMAIN

EXISTING STOP BAR

TEMPORARY TRAFFIC SIGNAL

APPROXIMATE LOCATION OF


APPROXIMATE LOCATION OFATTENUATOR SERVICE

TEMPORARY IMPACT

INSTALLED IN PHASE 1


BARRICADES

TYPE 3

TYPE 3 BARRICADES

BARRICADES

TYPE 3

SEE NOTE 6 (TYP.)T

AP

ER

BL RTE 653

RUS

SELL B

RANCH

PAR

KWAY

COCHRAN MILL RD.

RTE. 653

CR

EE

K

TUS

CA

RO

RA

MILL ROAD

RTE 653 COCHRAN


COUNTRY CLUB

GOOSE CREEK

LOCATED AT STATION 43+50 RIGHT.3) CONSTRUCT PROPOSED DRIVEWAY.

ROADWAY AND SHARED USE PATH.2) CONSTRUCT RIGHT SIDE OF APPROACH

1) CONSTRUCT ENTIRE PROPOSED BRIDGE.


ZONE.PRIOR TO ENTERING THE WORKWILL MERGE INTO ONE LANE3 TRAFFIC TRAVELING SOUTHBOUND

PHASE.SYSTEM IS REQUIRED FOR THIS2) A TEMPORARY TRAFFIC SIGNAL

CONSTRUCTED IN PHASE 1. WILL USE TEMPORARY BRIDGE1) ALTERNATING ONE-WAY TRAFFIC


6) CONTRACTOR SHALL INSTALL TEMPORARY STOP BARS.



SUBSEQUENT PHASE(S) OF WORK.MOT PHASE IS TO BE SCHEDULED AND PHASED TO OCCUR UNDER TRAFFIC DURING 3) ALL ANCILIARY CONSTRUCTION WORK AND WORK NOT SHOWN AS INCLUDED IN A DEFINED



MOT GENERAL NOTES:


SCALE DATE SHEET OF

d9958001k(3).dgn

11/22/2013

4:12:5

4 P

M

Pen Table =

A




ARLINGTON, VIRGINIA

Half

_v95.tbl

HNTB Corporation

PROJECT MANAGER:

SURVEYED BY:


DESIGNED BY:

Daniel Staron PE


703-824-5100

653

d9958001k(3).dgn

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






Brian Morrison PE


NOVEMBER 2013

VDOT (DATE)


0653-053-6042

P-101(NFO) 0653-053-6042,

1K(3)

1"=50'-0"


1K(3)

0

SCALE

50' 100'

31

PC 31+76.48

32

33

34

35

36

37

38

39

PR

C 39+8

3.3

2

40

41

42 43 44 45

PR

C 45+4

0.9

1

46 47

PT 47+6

8.4

5

48

31

PC 31+76.48

32

33

34

35

36

37

38

39

PR

C 39+8

3.3

2

40

41

42 43 44 45

PR

C 45+4

0.9

1

46 47

PT 47+6

8.4

5

48



LEGEND











ATTENUATOR SERVICE

TEMPORARY IMPACT

ATTENUATOR SERVICE

TEMPORARY IMPACT

ATTENUATOR SERVICE

TEMPORARY IMPACT

BARRICADES

TYPE 3

SEE NOTE 7 (TYP.)SEE NOTE 6

COCHRAN MILL RD.

RTE. 653

RUS

SELL B

RANCH

PAR

KWAY

CR

EE

K

TUS

CA

RO

RA


MILL ROAD

RTE 653 COCHRAN

COUNTRY CLUB

GOOSE CREEK

BL RTE 653

DETOUR CONSTRUCTION.2) REMOVE TEMPORARY BRIDGE AND

APPROACH ROADWAY.1) CONSTRUCT NORTHBOUND LANE AND


ZONE.PRIOR TO ENTERING THE WORKWILL MERGE INTO ONE LANE3) TRAFFIC TRAVELING SOUTHBOUND

PHASE.SYSTEM IS REQUIRED FOR THIS2) A TEMPORARY TRAFFIC SIGNAL

SIDE CONSTRUCTED IN PHASE 2.WILL TRAVEL ON THE SOUTHBOUND1) ALTERNATING ONE-WAY TRAFFIC


STOP BARs.7) CONTRACTOR SHALL INSTALL TEMPORARY

MILL ROAD AT ALL TIMES DURING THIS PHASE.6) CONTRACTOR SHALL PROVIDE ACCESS TO COCHRAN



OF WORK.BE SCHEDULED AND PHASED TO OCCUR UNDER TRAFFIC DURING SUBSEQUENT PHASE(S) MOT PHASE IS TO3) ALL ANCILIARY CONSTRUCTION WORK AND WORK NOT SHOWN AS INCLUDED IN A DEFINED



MOT GENERAL NOTES:

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

Inv. Out = 296. 62'

In Pl. 39' - 18" CM Pipe

In Pl. Conc. Headwall16

17

18

19

20

21

22

23

24

25

30

31

32

EXISTING STORM DRAIN TABULATIONS

Inv. In = 227.73'

Conc. Headwall

Inv. Out = 224. 36'

Inv. In = 224.61' (24" from West)

Inv. In = 224. 75' (24" from NE)

Top = 229. 48'

In Pl. SSMH

In Pl. Conc. DI

Inv. Out = 226. 43'

Inv. In = 226. 59'

Top = 232. 18'

In Pl. SSMH

In Pl. Conc. DI

Inv. Out = 225. 21'

Inv. In = 225. 35'

Top = 231. 02'

In Pl. SSMH

In Pl. Conc. DI (Median)

Inv. Out = 223.84'

Inv. In = 224.01'

Top = 229. 14'

In Pl. Metal Grate

In Pl. Conc. DI

Inv. Out = 222. 71'

Inv. In = 222. 93'

In Pl. SSMH

Top = 230. 47'

Inv. Out = 218. 52'

Top = 222. 76'

In Pl. SSMH

In Pl. Conc. DI

Inv. Out = 217. 07'

Inv. In = 217. 26'

Top = 221. 66'

In Pl. Conc. DI (Median)

In Pl. SSMH

Inv. Out = 213. 10'

Inv. In = 215. 43'

Top = 220. 03'

In Pl. SSMH

In Pl. Conc. DI

Inv. Out = 215. 60'

Top = 218. 11'

In Pl. Conc. DI

In Pl. Metal Grate

Inv. Out 214. 71'

Inv. Out = 221. 98'

Inv. In = 222. 06'

Top = 229. 09'

In Pl. SSMH

Inv. Out = 207. 70'

Inv. In = 207. 92'

Top = 213. 42'

In Pl. SSMH

In Pl. Conc. DI

Inv. Out = 220. 83'

Inv. In = 220. 99'

In Pl. SSMH

Top = 230. 90'

Inv. Out = 205 84'

Inv. In = 205. 94'

Top = 211. 84'

In Pl. SSMH

In Pl. Conc. DI

26

27

28

29

Inv. Out = 206. 54'

Inv. In = 206. 64'

In Pl. SSMH

Top = 211. 06'

In Pl. Conc. DI

Inv. Out = 219. 82'

Conc. Wingwall

Weir Inv. = 224. 20'

Weir Inv. = 221. 35'

Weir Inv. = 224. 20'

Conc. Weir

Conc. Wingwall

Inv. Out = 204. 40'

Inv. Out = 222. 46'

In Pl. 12" CM Pipe

Inv. In = 225. 97'

Inv. Out = 217. 04'

Inv. Out = 224. 64'

Top = 228. 63'

In Pl. Conc. DI

In Pl. Metal Grate

Inv. In = 205. 24'

In Pl. 12" CM Pipe

Inv. Out = 204. 83'

Inv. Out = 235. 53'

Inv. Out = 240. 65'

In Pl. 12" CM Pipe

Inv. In = 241. 20'

In. Out = 235. 53'

Inv. Out = 236. 29'

Inv. In = 237. 61'

Top = 241. 32'

In Pl. SSMH

In Pl. Conc. DI

Inv. Out = 241. 09'

Inv. In = 241. 17'

Top = 245. 46'

In Pl. SSMH

In Pl. Conc. DI

Inv. Out = 244. 25'

Inv. In = 244. 48'

Top = 247. 16'

In Pl. Metal Grate

Inv. In = 245.96'

Inv. Out = 247.57'

Inv. In = 249.32'

1L

1L

NONE


SCALE DATE SHEET OF

d9958001l.d

gn

11/22/2013

4:12:5

5 P

M

Pen Table =

A




ARLINGTON, VIRGINIA

Half

_v95.tbl

HNTB Corporation

PROJECT MANAGER:

SURVEYED BY:


DESIGNED BY:

Daniel Staron PE


703-824-5100

653

d9958001l.dgn

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






Brian Morrison PE


NOVEMBER 2013

VDOT (DATE)


0653-053-6042

P-101(NFO) 0653-053-6042,

GENERAL NOTES

P-2

of the theoretical maximum density.

the design depth. The weight of the asphalt concrete is based on 95%

aggregates and the asphaltic content of the mix actually used to secure

The weight will vary in accordance with the specific gravity of the

The pavement materials on this project will be paid for on a tonnage basis.

I-20

copies or prints of specific layers.

Portions of this plan assembly have been CADD generated. To assist

the prime contractor after award of the contract.

in the construction of the project electronic files will be available to

The Official Electronic .pdf Version of the plans will override the paper

.pdf files and Microstation format (.dgn) files. Only the .pdf files will be

considered as part of the official plan assembly.

I-21

The Microstation format (.dgn) files are furnished only as information for the

contractor. These plans are developed in layers (levels) to aid in readability.

However, the construction items may or may not be in the proper layering

scheme as described in the VDOT CADD Manual. The Microstation files

will only match the scanned files if all levels are turned on. A Microstation

Software license is required to be able to read these files.

All electronic plan assemblies will include the construction plans in two formats:

DRAINAGE

GENERAL

D-2

D-1

Vertical Control based on 1929 NGVD.

Horizontal Control based on Virginia North Zone Coordinates NAD 1983.

GRADING

The grade line denotes top of finished pavement unless shown otherwise G-1on typical sections or plans.

G-4 The cost of removal of all existing concrete items located in the area to be graded, including, but not limited to the following, shall be included in the price

special design bridges and storm sewer systems.

approximate only, with the exception of structures showing specific stations,

The horizontal location of all drainage structures shown on these plans is

culvert or storm sewer outfall pipe.

approval from, the applicable District Drainage Engineer before installing the

sewer outfall pipe is to be placed, the Engineer shall confer with, and get

location or elevations of the stream or swale in which the culvert or storm

or invert elevations shown on the plans differ significantly from the horizontal

design criteria. If, during construction, it is found that the horizontal location

and storm sewer outfall pipes are based on existing survey data and required

The horizontal location and invert elevations shown for proposed culverts

D-3

D-6

D-10

the specifications for the proposed riprap.

consolidated boulders with soundness, size and weight equal to, or exceeding,

for placement of riprap is found to be comprised of solid rock or closely

The proposed riprap may be omitted by the Engineer if the slope designated

D-12

D-13

D-14

Standard Drop Inlets for the type specified.

in the VDOT Road and Bridge Standards shall be considered and paid for as

Proposed drop inlets with a height (H) less than the standard minimum shown

by the contractor from field conditions.

finsished grade. The actual "H" or "L.F." dimensions are to be determined

structure and the anticipated top (rim) elevation based on existing or proposed

purposes and are based on the proposed invert elevations shown for the

and the "L.F." dimensions shown for manholes are for estimating

The "H" dimensions shown on the plans for drop inlets and junction boxes

Backfill.

Bridge Standard PP-1. Basis of Payment will be in C.Y. of Flowable

place, backfilled and plugged in accordance with the VDOT Road and

All existing drainage facilities labeled "To Be Abandoned" shall be left in

Forces (VDOT-Maintenance) as directed and coordinated by the Engineer.

and designated on the plans "To Be Cleaned Out", shall be cleaned by State

Existing drainage facilities being utilized as a part of the drainage system,

INCIDENTALS

I-6the Engineer.Certain trees shall be preserved as noted on plans or as directed by

I-7 Where Standard slope roundoffs would damage trees, bushes or other de- sirable vegetation, they shall be omitted when so ordered by the Engineer.

All pavement markings and traffic flow arrows shown on the roadway con-struction plans are schematic only. The actual location and application

I-18

VDOT Road and Bridge Specifications, MUTCD, sequence of construction/

directed by the Engineer.

of pavement markings shall be in accordance with Section 704 of the applicable

I-19 The following sources, under contract with VDOT, have provided informationon this project:

Clearing and grubbing shall be confined to those areas needed for con-struction. No trees or shrubs in ungraded areas shall be cut without

I-8A

PAVEMENT

EROSION AND SEDIMENT CONTROL

E-1 If the removal of Brush Silt Barrier is specified by the plans or required

with Section 109 of the applicable VDOT Road and Bridge Specifications.

by the Engineer, the cost of removal and disposal of brush shall be in accordance

E-2

and Riprap shall be in accordance with Section 203 and Section 414

of the applicable VDOT Road and Bridge Specifications.

Rock for Check Dams, Inlet Protection, Erosion Control Stone

E-3 The following symbols are used to depict Erosion Control items in the

plan assembly:

DD

TFB

EC-3B

EC-2

EC-3A

EC-3C

RCD-1

RCD-2

Denotes Temporary Filter Barrier, St'd EC-5

Denotes Temporary Diversion Dike, St'd EC-9

Denotes Rock Check Dam, Type I; St'd EC-4

Denotes Rock Check Dam, Type II; St'd EC-4

Denotes Soil Stabilization Mat. St'd. EC-3 Type A, B or C

Denotes Protective Covering, St'd. EC-2

IP-A

IP-B

Denotes Inlet Protection, Type A; St'd EC-6

Denotes Inlet Protection, Type B; St'd EC-6

D-16 When CG-6 or CG-7 is specified on a radius (such as at a street inter-

section), the Engineer may approve a decrease in the cross slope of the

gutter to facilitate proper drainage.

I-12 St'd. RM-2 right of way monuments shall be set by the Contractor.

I-13

the property of the Department and the Contractor shall deliver and

store, at no additional cost to the Department, the unused materials at

Salvaged guardrail materials not used in the new construction shall become

the Department's maintenance yard at ________________________

during the Department's normal working hours.

- HNTB Corporation Hydraulic Design

Signing, Lighting & TMS

Roadway Design

Survey

Add. Survey

Cartography

Bridge Design

- HNTB Corporation

-

-

- HNTB Corporation

Utility Designation

Utility Location

If questions or problems arise during construction, please contact the

Project Designer. Do not contact the outside sources.

STORMWATER MANAGEMENT

2

2

S-5

costs shall be included under Construction Surveying

Professional Engineer or Land Surveyor registered in the State of Virginia. All

the project. These drawings shall be signed and sealed by the Licensed

outlet structure dimensions and elevations, etc as they exist at the completion of

facilities. The 'As-Built' drawings shall show the actual finished ground contours,

The Contractor shall provide 'As-Built' drawings of all stormwater management

As-Built Drawing of Stormwater Management Facilities

D-8 Where open joint pipe is to be used, no joint shall be opened a distance

exceeding 25% of the spigot length. Sealing of the pipe joint shall be in

Specifications.

accordance with Section 302 of the applicable VDOT Road and Bridge

A pipe joint length different from that stated on the plans may be used.D-9

An adjustment in the percentage of open joint (not to exceed 25% of the

spigot length) or amount of bevel shall be made that will obtain the radius

stated on the plans. Extra payment for this adjustment will not be allowed.

The proposed adjustment shall be approved by the Engineer prior to

installation of the pipe line.

NONE

D-7 All pipe on this project shall be concrete. For strength, sheet

thickness, or class designation; available sizes; height of cover limitations;

the applicable sections of the VDOT Road and Bridge Standards PC-1.

and other restrictions for a particular pipe type or height cover, see

D-17 St'd. SL-1 Safety Slab locations are based on the assumed use of precast

structures. If cast-in-place structures are utilized, and the interior chamber

slabs shall not be installed.dimensions (length and width, or diameter) are less than 4 feet, the safety

- VIRGINIA DEPARTMENT OF TRANSPORTATION



traffic control plans, pavement marking plan sheets 3 thru 4 and as

Section 301, where sufficient right of way or construction easement is provided.

grubbed in accordance with the applicable VDOT Road and Bridge Specifications,

the limits of the construction slopes beyond 10 feet, shall be cleared and

minimum of 10 feet from the edge of pavement or surfacing or within

That portion of the right of way lying within the Clear Zone or within a I-5

bid for regular excavation: Curb, Curb and Gutter, Paved Ditches, Bases for

Roadway Lighting or Communications Facilities, Sidewalk, Concrete Median,

Driveway Entrance Aprons, Sign Islands, Endwalls, End Section and Pipes.

Earthwork quantities on this project are based on anticipated settlementG-2on typical sections or plans.

The excavation of unsuitable material as specified on these plans is based

on previously conducted subsurface soil investigation. If, during construc-

tion, it is deemed necessary to change the depth more than one foot, or

the limits of such excavation, such change is to be made at the direction

of the Engineer and measurement and payment shall be made in accordance

with Section 303 of the applicable VDOT Road and Bridge Specifications.

G-5

G-6

5 or as approved by the Materials Engineer.

The borrow material for this project shall be a minimum CBR value of

the permission of the Engineer. Station 36+97.53 to Station 45+17.50

P-1

Engineer. (See IIM-LD-158)

cracks or becomes damaged, it shall be replaced, if directed by the

jack method or by replacing the pavement. In the event the pavement

shall restore the pavement to the original grade either by the mud

prior to acceptance of the project by the Department, the contractor

If any settlement occurs in concrete pavement adjacent to bridges

VDOT Road and Bridge Standard PC-1.

provided the substitution complies with the applicable sections of the

pipe arch may be substituted for a corrugated pipe arch of the same size,

be substituted for corrugated pipe of the same size and a structural plate

see the VDOT Road and Bridge Standard PC-1. Structural plate pipe may

limitations and other restrictions for a particular pipe type or height of cover

sheet thickness, or class designation, available sizes, height of cover,

3 & 4, within the applicable height of cover limitations. For strength,

Pipes shall conform to any of the allowable types shown on sheets number


SCALE DATE SHEET OF

d9958002 .d

gn

11/22/2013

4:12:5

7 P

M

Pen Table =

A




ARLINGTON, VIRGINIA

Half

_v95.tbl

HNTB Corporation

PROJECT MANAGER:

SURVEYED BY:


DESIGNED BY:

Daniel Staron PE


703-824-5100

653

d9958002 .dgn

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






Brian Morrison PE


NOVEMBER 2013

VDOT (DATE)


0653-053-6042

P-101(NFO) 0653-053-6042,

TYPICAL SECTIONS

1"=5'-0"

LEGEND-PROPOSED PAVEMENT

0

SCALE

5' 10'

L

2'

BUFFER

PGL

LANELANE LANE LANE

12'12' 12'12'

TURN LANE

2'2'

BUFFER

6'

SIDEWALK

8'

4 : 1

4 : 1

L

2'

4 : 1

4 : 1

2'

SHARED USE PATHBUFFERMEDIAN

PGL

5.5' TO 8'

VARIES

LANELANE LANE LANE

0' - 12'

VARIES

12'

4 : 1

4 : 1

RAISED MEDIAN

VARIES 0' - 10.3'2' 2'

12'

MEDIAN

0' - 18'

VARIES

6'

A

C

D2'

ST'D. CG-6ST'D. MC-3ST'D. MC-3 ST'D. CG-2

4.00%

4.00%

ST'D. MS-4

ST'D. CG-6

ST'D. CG-6

0' - 12'

VARIES

12'

2A(1)

2A(1)

ROUTE 653

STA 38+50 - STA 40+93 (FULL DEPTH PAVEMENT)

STA 37+40 - 38+50 (VARIABLE DEPTH MILL & OVERLAY)

VARIES

B RTE. 653

B RTE. 653

8'

MATCH EXISTING

5.5' TO 6.3'

VARIES

VARIES

VARIESMATCH EXISTING

USE PATH

SHARED

EXIST. ASPHALT

2.00%2.00%2.00%

MILL & OVERLAY

VARIABLE DEPTH

MILL & OVERLAY

VARIABLE DEPTH

VARIES 10' - 12'

A B CABC

2.00%

2 : 1

ST'D. GR-2

6'

L

2'

4 : 1

4 : 1

2'

SHARED USE PATHBUFFERMEDIAN

PGL

5.5' TO 8'

VARIES

LANE LANE

12'

RAISED MEDIAN

2' 2'

2'

ST'D. MS-2

12'

B RTE. 653

VARIES 10' - 12'

LANE

12'

4 : 1

4 : 1

4'6'

LANE

12'

ST'D. CG-6

SIDEWALK BUFFER

2' 18'

14'

(NOT IN CONTRACT - FOR INFORMATION ONLY)

ROUTE 653 - ULTIMATE SECTION

STA 36+97 - STA 37+40

RUSSELL BRANCH PARKWAY

e%

e% e%

D D

B 1.5" ASPHALT CONCRETE TYPE, IM-19.0A

1.5" ASPHALT CONCRETE TYPE, SM-9.5D

4.5" ASPHALT CONCRETE TYPE, BM-25.0A

8" AGGREGATE BASE MATERIAL TYPE 1, NO. 21A

E VARIABLE DEPTH ASPHALT CONCRETE TYPE, SM-9.5D

EE

ABCD

NOTES APPLICABLE TO ALL TYPICAL SECTIONS

at even and half stations.

See cross sections for pavement cross slopes and side slope ratios 5)

See profiles for station location of superelevation transitions.4)

summary table on sheet 1G(6) for maximum rate of superelevation.

Where "e%" is identified in a typical section, refer to the curve data 3)

The PGL is also the point of rotation unless otherwise noted.2)

construction, turn lanes, tapers, guardrail, and other features.

constructed. See plan sheets for limits of full-depth pavement

Typical sections represent general station limits of features to be 1)

A B C D

e%

ST'D. CG-6

2.00% 2.00%2.00%

FUTURE CONSTRUCTION


SCALE DATE SHEET OF

d9958002a(1).dgn

11/22/2013

4:12:5

8 P

M

Pen Table =

A




ARLINGTON, VIRGINIA

Half

_v95.tbl

HNTB Corporation

PROJECT MANAGER:

SURVEYED BY:


DESIGNED BY:

Daniel Staron PE


703-824-5100

653

d9958002a(1).dgn

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






Brian Morrison PE


NOVEMBER 2013

VDOT (DATE)


0653-053-6042

P-101(NFO) 0653-053-6042,

TYPICAL SECTIONS

1"=5'-0"

0

SCALE

5' 10'

2'

4 : 1

4 : 1

2'

SHARED USE PATHBUFFER

PGL

LANE LANE

12' 12'2'

4 : 1

4 : 1 ST'D. CG-2

7'

6'

12' 12'

LANELANE

4 : 1

4 : 1

6' 2'

ST'D. MC-3

PGL

OFFSET

L

L

ST'D. CG-6

VARIES 9.04' - 21'

FUTURE CONSTRUCTION

2A(2)

2A(2)

STA 42+14 - STA 43+47

ROUTE 653

B RTE. 653

VARIES 5.5' TO 8' VARIES 10' - 12'

2.00%2.00%2.00%

2.00%

B RTE. 653

STA 43+47 - STA 45+17

ROUTE 653

VARIES

ENTRANCE PAVEMENT

MATCH EXISTING PAVEMENT

2.00%

2 : 1

ST'D. GR-2

6'

A B C

VARIABLE DEPTH OVERLAY

* GS-11 DESIGN WAIVER WILL BE REQUIRED

*e%

TO ALL TYPICAL SECTIONSSEE SHEET 2A(1) FOR PAVEMENT LEGEND AND NOTES APPLICABLE

D

A B C D

e%e%


SCALE DATE SHEET OF

d9958002a(2).dgn

11/22/2013

4:12:5

9 P

M

Pen Table =

A




ARLINGTON, VIRGINIA

Half

_v95.tbl

HNTB Corporation

PROJECT MANAGER:

SURVEYED BY:


DESIGNED BY:

Daniel Staron PE


703-824-5100

653

d9958002a(2).dgn

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






Brian Morrison PE


NOVEMBER 2013

VDOT (DATE)


0653-053-6042

P-101(NFO) 0653-053-6042,


SCALE DATE SHEET OF

d9958003 .d

gn

11/22/2013

4:13:0

1 P

M

Pen Table =

A




ARLINGTON, VIRGINIA

Half

_v95.tbl

HNTB Corporation

PROJECT MANAGER:

SURVEYED BY:


DESIGNED BY:

Bardia Emami PE


703-824-5100

653

d9958003 .dgn

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






Brian Morrison PE

VDOT 703-259-2355 (Northern Virginia District)






NOVEMBER 2013


0653-053-6042

P101(NFO) 0653-053-6042,

REFERENCES

( PROFILES, DETAIL & DRAINAGE

DESCRIPTION SHEETS, ETC. )


CONSTR. ALIGNMENT DATA

1F

1G

EX. STORM DRAIN TABS. 1L

194.57' )

148.58' )

( 24.71' )

123.74' )

C1

C2

C3

C4

C5

L1

L2

(L = 2

29.02')

(R = 63

2.00')

(L = 134.18')

(R = 975.00')

Existing RW

Existin

g RW

Existing RW

Existing RW

Ex. Conservation Easeme

nt (Per Inst. #2008101400

61578)

(L = 538.86')

(R = 530.00')

Existing RW

Existing R

W

0. 5' Conc. Curb

2. 5' Conc. C&G

In Pl. C

onc.

DI

In Pl. C

onc. D

I

In Pl. C

onc. D

I

In Pl. C

onc. DI

Con

c. H

eadwall

In Pl. 15

" Conc.

Pipe

In Pl. 15" Con

c. PipeIn Pl. 18" Conc. Pipe

In Pl. 36" Conc. Pipe

Top = 2

13.4

2'

In Pl. S

SM

H

Top = 2

20.0

3'

In Pl. S

SM

H

Top = 2

21.6

6'

In Pl. S

SM

H

Top = 2

32.18'

In Pl. S

SM

H

Top = 2

31.0

2'

In Pl. S

SM

H

Top = 2

30.4

7'

In Pl. S

SM

H

Top = 2

29.0

9'

In Pl. S

SM

H

Metal Sig

n

Metal Sig

n

IPF

IPF

IPF

Rip Rap

Inv. In

= 2

27.73'

Inv. In

= 2

26.59'

Inv. O

ut = 2

26.43'

Inv. In

= 2

25.3

5'

Inv. O

ut = 2

25.2

1'In Pl. C

onc. DI (M

edia

n)

Inv. O

ut = 2

22.71'

Inv. In =2

22.9

3'

Inv. In = 2

22.0

6'

Inv. O

ut = 2

21.9

8'

Asphalt Side

walk

Asphalt Sidewalk

0. 5' Co

nc. C

urb

2. 5'

Conc. C

&G

In Pl. C

onc. D

I (Media

n)

Asphalt Side

walk

Metal Sig

n (M

edia

n)

Inv. In = 2

17.2

6'

Inv. O

ut = 2

17.0

7'

Inv. In = 2

15.4

3'

Inv. O

ut = 2

13.10'

Inv. O

ut = 2

07.7

0'

Inv. In = 2

07.9

2'

2. 5' Conc. C&G

Asphalt Sidewalk

0. 5' Conc. Curb

Conc. Pipe

In Pl. 15

"

Conc. Pipe

In Pl. 15

"

0. 5' Co

nc. C

urb

Conc. Pipe

In Pl. 24"

Con

c. Pipe

In Pl. 2

4"

Con

c. Pipe

In Pl. 2

4"

Wheelc

hair Ra

mp

PI 112

+94.69

N 77° 5

5' 4

2" W

110

111

112

113

114

115

+98.36

0.33'

+08.78

86.8

9'

+29.6

641.3

2'

(Per In

st. #20

071228

008976

5)

Storm

Drain E

asement

IPF

(Per I

nst. #2

0080

12900

0486

2)

Ex. Stor

m Dr

ain E

aseme

nt

Tax# 150-49-0155-002

14.37699 AC.

Inst. # 200802190009077

DB1740 PG396

106.32 AC.

Tax# 150-40-5648-000

Inst. # 200810140061577

21.62 AC.

Tax# 150-49-0155-001

Irr. V

alve

Irr. V

alve

Irr. B

ox

Water sa

mple Statio

n

IRR

4" S

FM (D

AT

UR)

LP

LP

LP

FH

Power Pole (A

bandoned)

VE

PC

O #B2328

NB72

Power Pole

(5) W

V's

SPRINGFIELD EAST L. C.

SCENIC RIVER GOLF L. L. C.

SPRINGFIELD EAST. L. C.

001

002

003

F

C

CF

F

F

F

F

Curve P653-1

PI = 36+60.61

T = 484.13'

L = 806.83'

R = 580.00'

31+76.48PC =

PRC =39+83.32

35

36

37

38 39

PR

C 39+8

3.3

2

40

V = 40 MPH

E = 4.0%

220.6

2

STA = 38+41.53

EL = 214.86

-4.00%

+0.50%

L = 288.00

K = 64

ex = 1.62'

37+00.00 38+00.00 39+00.00 40+00.00

220.5

2

218.7

4

217.3

4

216.3

4

215.7

2

215.5

0

215.6

5

35+00.00 36+00.00 37+00.00 38+00.00 39+00.00 40+00.00

231.78

228.8

5

225.8

1

222.9

0

220.5

2

218.5

2

216.8

8

216.0

8

214.7

8

213.7

1

212.15

211.5

9

SSD = 308'

V = 40 MPH

25F0F

0F

2.5F

0

SCALE

25' 50'

3

1"=25'-0"


3EXIST. R/W

STA. 35+83.60 TO STA. 40+50.00

MA

TC

H

LIN

E, S

TA. 4

0+5

0.0

0, S

EE

SH

EE

T 4

MA

TC

H

LIN

E, S

TA. 4

0+5

0.0

0, S

EE

SH

EE

T 4

PROP. GRADE

LEGEND

200_

205_

210_

215_

220_

225_

230_

200_

205_

210_

215_

220_

225_

230_

OVERLAY PAVEMENT

DEMOLITION OF PAVEMENT

NEW PAVEMENT

PROP. TEMP. CONST. EASEMENT

PROP. R/W

ST'D. CG-6END ST'D. CG-2

BEGIN ST'D. CG-2

7

9

8

10

13

XX EXISTING STRUCTURE

EXIST. GROUND

MATCH EXIST. PAVEMENT

STA. 36+97+.53

BEGIN PROFILE

ST'D. CG-6 REQ'D.

MATCH EXISTING

ST'D. MC-3 REQ'D.

ST'D. MS-4 REQ'D.

ST'D. CG-6 REQ'D.

LT

RT-4.0% SUPERELEVATION

SUPERELEVATION

TRANSITION

-4.0% SUPERELEVATION

TRANSITION

SUPERELEVATION

SUPERELEVATION

-2.0%

+15.3

5

+56.6

5

PARKWAY

RUSSELL

BRANCH

BOUNDARY LINE

TOWN OF LEESBURG

COCHRAN MILL RD.

RTE. 653

3-10

L RTE. 653B

EASEMENT

EXIST. SIGHT DISTANCEEASEMENT

EXIST. CONSERVATION

3-5

3-6

3-8

STA. 35+83.60 ROUTE 653

BEGIN PROJECT 0653-053-6042


STA. 35+83.60 ROUTE 653

BEGIN PROJECT 0653-053-6042ST'D. MS-4 REQ'D.

+54.3

9

+36.6

5


DENOTES CONSTRUCTION LIMITS IN CUTS

DENOTES CONSTRUCTION LIMITS IN FILLS

C

F


SCALE DATE SHEET OF

d9958004 .d

gn

11/22/2013

4:13:0

3

PM

Pen Table =

A




ARLINGTON, VIRGINIA

Half

_v95.tbl

HNTB Corporation

PROJECT MANAGER:

SURVEYED BY:


DESIGNED BY:

Bardia Emami PE


703-824-5100

653

d9958004 .dgn

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






Brian Morrison PE

VDOT 703-259-2355 (Northern Virginia District)






NOVEMBER 2013


0653-053-6042

P101(NFO) 0653-053-6042,

BO

UN

DA

RY LIN

ET

OW

N

OF

LE

ES

BU

RG

L RTE. 653B

4

1"=25'-0"


4

EXIST. R/W

STA. 40+50.00 TO STA. 45+17.50

EXIST. BRIDGE

RTE. 653 COCHRAN MILL ROAD

0

SCALE

25' 50'

PROP. GRADE

200_

205_

210_

215_

220_

225_

230_

200_

205_

210_

215_

220_

225_

230_

4-4



PROP. R/W

BEGIN ST'D. MC-3

END ST'D. CG-2

PROP. R/W

BEGIN ST'D. CG-2

END ST'D. MC-3 ST'D. GR-2 REQ'D.

ST'D. GR-9 REQ'D.

ST'D. MC-3 REQ'D.

ST'D. MC-3 REQ'D.

ST'D. MC-3 REQ'D.

ST'D. CG-6 REQ'D.

REQ'D.

ST'D. CG-6

PROP. R/W

4-1

4-2

4-3

4-5

4-6

4-7

4-8

4-9

4-10

4-10

D = 1.0 FT, L = 160 FT

V-DITCH 4:1 SIDE SLOPE

RTE. 653 42+90 TO 44+50 (LT)

EC-2

ELEV: 203.85

OHW

ELEV: 211.86

10-YEAR

ELEV: 220.54

100-YEAR

ELEV: 226.79

500-YEAR

STORMFILTER

ST'D. GR-2 REQ'D.

EXIST. GROUND

BL RTE. 653 BRIDGE

+38.3

8

ST'D. BR27C-14 REQ'D.

ST'D. BR27C-14 REQ'D.


STA. 45+17.50 ROUTE 653

END PROJECT 0653-053-6042


STA. 45+17.50 ROUTE 653

END PROJECT 0653-053-6042

REFERENCES

( PROFILES, DETAIL & DRAINAGE

DESCRIPTION SHEETS, ETC. )

1F

1G

1L


CONSTR. ALIGNMENT DATA

EX. STORM DRAIN TABS.


-2.0% SUPERELEVAITONTO MATCH EXISTING (-5.8%)

SUPERELEVATION TRANSITION

211.37' )

49.7

5' )

102.74' )

( 17.7

6' )

(L = 124.29')

(R = 220.00')

(L = 165.5

2')(R = 510.00')

Existing R

W

111.94' )

10

0.5

2' )

Existing RW

P L 10

6.4

1' )

49.39' )

Ex. 15'

Utility Ease

ment (P

er D

B 654 P

G 411)

(L = 160.1

5')(R = 418.00')

(L = 188.33')

(R = 322.00')Existing RW

Existing R

W

Existing RW

Existing RW

Retainin

g

Wall

Conc. Ditch

0. 5' C

onc. Curb

0. 5'

Conc. Cur

b

2. 5' Conc. C&G

Conc. Ste

ps

Top = 2

28.6

3'

In Pl. M

etal G

rate

In Pl. C

onc.

DI

In Pl. C

onc.

DI

Conc.

Abutm

ent

In Pl. 21

" Conc.

Pipe

In Pl. 2

1" Conc. Pip

e

In Pl. 24

" Conc. P

ipe

Top =

211.8

4'

In Pl. S

SM

H

Top =

211.0

6'

In Pl. S

SM

H

6'

Chain Lin

k Fence

4' Wooden Fence

Metal Guardrail

Metal Sig

n

Metal Sig

n

Metal Sig

n

Metal Sig

n

Conc. B

allard

Conc. B

alla

rd

IPF

IPF

Sprin

kler

Inv. In =

205.9

4'

Inv.

Out

= 205.8

4'

Brid

ge

VA Str

ucture #6042

Fed

eral Structure I

D#

0011216Inv.

Out

= 206.5

4'

Inv. In =

206.6

4'

Tuscarora Creek

Bldg.

1 - Sty. Block

0. 5' C

onc.

Curb

Conc. Walk

Conc. W

alk B

lock Ret. W

all

6' Chain Link Fence

Conc. & Sto

ne Sig

n

Fr. Bldg.

1 -

Sty.

Retainin

g

Wall

Conc. Ste

ps

In Pl. C

onc. D

I

Inv. O

ut = 2

24.6

4'In

v. O

ut = 2

17.04'

Conc. Pier

Conc. Slab

Conc.

Abutm

ent

Conc. Pier

Conc. Pier

S73°4

9'0

6"W

Metal Guardrail

PI 10

6+0

4.0

4

N 19° 08' 21" WN 23° 44' 40" W

104

105

10610

710810

9

+45.0

1

97.9

8'

+44.0

9

91.7

2'

+54.3

7

74.15'

(Per Inst. #200606070050610)

Ex. Sight Easement

1 - Sty. Met. Bldg.

Conc. Is

land

IPF

6' Chain Link Fence

0. 5'

Conc. C

urb

Block

Ret.

Wall

Stone Ret. Wall

194.57' )

Asphalt Sidewalk

(Per Inst. #200712280089765)

Storm Drain Easement

204.4

0'

Inv.

Out

=

DB1740 PG396

106.32 AC.

Tax# 150-40-5648-000

DB1570 PG1794

Inst. # 200901060000366

Tax# 150-29-4390-001

135.0569 AC. (Computed)

135.22 AC. (Assessed)

Propane TankElec. G

enerator

IRR

4" S

FM (D

AT

UR)

EOI

EOI

Elec. M

eter P

ower Pole V

EP

CO #N

A82

Tele

phone Pole #9

Guy

Wire

Guy Pole

GM

GV

GV

Power Pole VE

PC

O #10

0N

Power Pole VE

PC

O #B2328

Power Pole VP #N

A59

Power Pole CP #N

A73

VE

PC

O #B2328

NA86

Power Pole

VE

PC

O #Q

A19

Power Pole

(3) G

uy

Wires

VE

PC

O #B2328

Power Pole

SCENIC RIVER GOLF L. L. C.


002

003

004

F

F

F

F

F

F

F

Curve P653-3

PI = 46+54.77

T = 113.86'

L = 227.53'

R = 2,309.00'

45+40.91PRC =

PT = 47+68.45

41 42 4

3

44

45

PR

C 45+4

0.9

1

46

PRC =45+40.91

39+83.32PRC =

R = 4,770.00'

L = 557.59'

T = 279.12'

PI = 42+62.43

Curve P653-2

V = 40 MPH

E = 2.5%

V = 40 MPH

E = N.C.

STA = 42+99.62

EL = 217.15

+0.50%

+6.00%

L = 352.00

K = 64

ex = 2.42'

230.2

2

41+00.00 42+00.00 43+00.00 44+00.00 45+00.00

215.9

0

216.15

216.4

6

217.11

218.15

219.5

8

221.41

223.6

2

226.2

2

229.17

41+00.00 42+00.00 43+00.00 44+00.00 45+00.00

211.3

2

204.0

7

209.0

7

210.11

213.0

5

219.7

9

221.50

225.0

4

229.0

2

232.0

5

V = 40 MPH

SSD = 307'

8" G

8" G

PC 80+0

0.0

0P

C 80+0

0.0

0

81

81

82

82

PT 82

+50.0

0P

T 82

+50.0

0

MA

TC

H

LIN

E, S

TA. 4

0+5

0.0

0, S

EE

SH

EE

T 3

25F0F

0F

2.5F

MA

TC

H

LIN

E, S

TA. 4

0+5

0.0

0, S

EE

SH

EE

T 3

LEGEND

OVERLAY PAVEMENT

DENOTES CONSTRUCTION LIMITS IN CUTS

DENOTES CONSTRUCTION LIMITS IN FILLS

C

F

DEMOLITION OF PAVEMENT

NEW PAVEMENT

NOTE:

STATION OF BRIDGE.

SEE BRIDGE PLANS FOR BEGIN AND END

APPROACH SLAB

B-XXX

+84.9

6+8

4.9

6

LT

RT


00 5050

220 220

230 230

Sta.37+00.00

220 220

Sta.37+50.00

220 220

Sta.38+00.00

00 5050

220 220

Sta.38+50.00

220 220

Sta.39+00.00

220 220

Sta.39+50.00

Sta. 37+00.00 To Sta.39+50.00

1

1

210

210

210

210

210

210

210

210

210

210

210

210

230

230

230

230

230

230

230

230

230

230

ROUTE 653

VA.

STATE

ROUTE PROJECT

REVISEDSTATE SHEET NO.





d99580xssht.dgn

11/22/2013

4:13:0

5 P

M

Pen Table =

Half

_v95.tbl


HORIZ.: 1" = 10'-0" NOVEMBER 2013

CROSS SECTIONS

VERT.: 1" = 10'-0"

A

Scale Date

653

HNTB Corporation

PROJECT MANAGER:

SURVEYED BY:


DESIGNED BY:

Brian Morrison PE 703-259-2606 (Northern Virginia District)

VDOT (DATE) 703-259-2355 (Northern Virginia District)

Daniel Staron PE 703-824-5100

0653-053-6042

P-101

(NFO) 0653-053-6042,

EL.=221.86

EL.=219.0

8

EL.=221.70

EL.=222.3

1

EL.=220.8

9

EL.=220.7

2

EL.=219.2

5

EL.=217.2

5

EL.=217.4

2

EL.=215.8

5

EL.=216.4

8

EL.=216.6

7

EL.=216.6

3E

L.=216.3

8

EL.=216.0

2

EL.=217.0

5

EL.=214.8

5

EL.=215.5

0

EL.=215.7

0

EL.=215.6

6

EL.=215.0

2

EL.=216.4

1

EL.=215.0

2

EL.=217.2

5

EL.=216.4

5

EL.=216.0

6

EL.=216.17

EL.=214.2

4

EL.=214.8

9

EL.=215.0

9

EL.=215.0

5

EL.=213.6

3

EL.=214.4

0

EL.=216.3

7

EL.=214.9

7

EL.=215.5

9

EL.=214.2

7

EL.=214.9

2

EL.=215.12

EL.=215.0

8

EL.=213.3

3

EL.=214.4

4

EL.=215.7

9

EL.=213.6

5

10F0F

0F

5F

00 5050

210 210

220 220

Sta.40+00.00

210 210

220 220

Sta.40+50.00

210 210

220 220

Sta.42+50.00

00 5050

220 220

Sta.43+00.00

220 220

230 230

Sta.43+50.00

220 220

230 230

Sta.44+00.00

Sta. 40+00.00 To Sta.44+00.00

2

210210

230230

210210

210210

2

ROUTE 653

VA.

STATE

ROUTE PROJECT






d99580xssht.dgn

11/22/2013

4:13:0

5 P

M

Pen Table =

Half

_v95.tbl

HNTB Corporation

PROJECT MANAGER:

SURVEYED BY:


DESIGNED BY:


HORIZ.: 1" = 10'-0" NOVEMBER 2013

CROSS SECTIONS

VERT.: 1" = 10'-0"

A

Scale Date

653




0653-053-6042

P-101

(NFO) 0653-053-6042,

EL.=215.5

9

EL.=214.8

3

EL.=215.4

8

EL.=215.6

8

EL.=215.6

4

EL.=212.11

EL.=214.9

9

EL.=215.7

9

EL.=212.5

7

EL.=215.7

8

EL.=215.0

8

EL.=215.6

8

EL.=215.9

2

EL.=215.8

8

EL.=215.2

4

EL.=215.9

8

EL.=211.7

5E

L.=209.8

9

EL.=218.2

1

EL.=218.0

1

EL.=217.3

2

EL.=217.9

4

EL.=218.17

EL.=218.13

EL.=217.4

9

EL.=213.7

9

EL.=219.6

4

EL.=219.4

4

EL.=218.7

5

EL.=219.4

0

EL.=219.6

0

EL.=219.5

6

EL.=218.9

2

EL.=221.27

EL.=221.47

EL.=219.9

9

MA

TC

H

EN

TR

AN

CE

EL.=223.5

1

EL.=223.7

1

EL.=221.08

MA

TC

H

EN

TR

AN

CE

10F0F

0F

5F

00 5050

230 230

Sta.44+50.00

230 230

Sta.45+00.00

230 230

240 240

Sta.45+17.50

Sta. 44+50.00 To Sta.45+17.50

3

3

220220

220220

220220

ROUTE 653

VA.

STATE

ROUTE PROJECT





d99580xssht.dgn

11/22/2013

4:13:0

6 P

M

Pen Table =

Half

_v95.tbl


HORIZ.: 1" = 10'-0" NOVEMBER 2013

CROSS SECTIONS

VERT.: 1" = 10'-0"

A

Scale Date

653


HNTB Corporation

PROJECT MANAGER:

SURVEYED BY:


DESIGNED BY:




0653-053-6042

P-101

(NFO) 0653-053-6042,

EL.=226.19

EL.=226.3

9

EL.=225.16

MA

TC

H

EN

TR

AN

CE

EL.=229.2

7

EL.=227.3

3

EL.=229.4

7

EL.=228.0

7

EL.=230.3

5

EL.=230.7

2

EL.=229.4

3

10F0F

0F

5F

Documents

S I C N IS S EMPER TYRA COMMONWEALTH OF VIRGINIA · 2015-02-03 · ti o n (7 0 3) 2 5 9-2 3 5 5 (n o v a d is tr ic t) plan no. project file no. sheet no. scale date sheet of d 9