route 35 bridge replacement · 2013-10-16 · state project no.: (n fo) 0035-087-112, pe-101,...

Letter of Submittal & Attachments

State Project No.: (NFO) 0035-087-112, PE-101, RW-201, C-501, B-604Federal Project No.: BR-087-5(014)

Contract ID Number: C00081457DB57

September 11, 2013

ROUTE 35 BRIDGE REPLACEMENT

ORIGINAL

submitted by

In association with

http://www.virginiadot.org/default_flash.asp

cweber

Typewritten Text

3

kcountiss

Typewritten Text

17

kcountiss

Typewritten Text

18

kcountiss

Typewritten Text

19

kcountiss

Typewritten Text

20

kcountiss

Typewritten Text

21

0035-087-112, B604

DHV

V (MPH)

REVISED

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

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

CONVENTIONAL SIGNS

30

30

+50

DATUM LINE

DATUM LINE

173

175

T/Tg

E

6" W

8" S

4" G

PLPL

DEPARTMENT OF TRANSPORTATION

PLAN AND PROFILE OF PROPOSED

STATE HIGHWAY

FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA

D (%) (design hour)

T (%) (design hour)

1

WHERE OTHERWISE NOTED.

THE ORIGINAL APPROVED TITLE SHEET(S), INCLUDING ORIGINAL

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

ANY MISUSE OF ELECTRONIC FILES, INCLUDING SCANNED SIGNATURES,

IS ILLEGAL AND ENFORCED TO THE FULL EXTENT OF THE LAW.

ALL CURVES ARE TO BE SUPERELEVATED, TRANSITIONED AND

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

FOR SECTION NUMBERS)

(SEE TABULATION BELOW

STATE

PROJECT

NO.

SECTIONEQUALITIES

FEET

LENGTH INCLUDINGFEDERAL AID

PROJECT NO.FEET FEETMILES MILES

LENGTH EXCLUDINGTYPE

PROJECTDESCRIPTIONBRIDGE(S) BRIDGE(S)TYPE

CODE

UPC

NO.

BRIDGE

NO.

Project Lengths are based on Construction Baseline.

TIER 2 PROJECT

AND BRIDGE STANDARDS, 2009 MUTCD, 2011 VIRGINIA SUPPLEMENT TO

THE MUTCD, 2011 VIRGINIA WORK AREA PROTECTION MANUAL AND AS

AMENDED BY CONTRACT PROVISIONS AND THE COMPLETE ELECTRONIC

PDF VERSION OF THE PLAN ASSEMBLY.

DEPARTMENT’S 2007 ROAD AND BRIDGE SPECIFICATIONS, 2008 ROAD

SIGNATURES AND THE OFFICIAL PLAN ASSEMBLY IN ELECTRONIC

AS AWARDED, HAS BEEN SEALED AND SIGNED USING DIGITAL

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.

THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN ASSEMBLY

0035-087-112

35

0 200’ 400’

SCALE

FHWA 534 DATA 14011

ADT(2012)

ADT (2036)

BRIDGE

RIGHT OF WAY

CONSTRUCTION

PREL. ENGR81457

81457

81457

81457B-604

RW- 201

C-501

PE-101 BR-087-5(014)

0035-0

87-112

3,400

50 MPH

0035-087-112, P101, C501

Tow

n of Courtla

nd

Approxim

ate C

orp Limits

Southa

mpton Cou

nty

Nottoway River

0035-087-112, R201

3 4 5 6

STATEFEDERAL AID STATE

PROJECT PROJECTROUTE

VA.

APPROVED FOR RIGHT OF WAY ACQUISITION

RECOMMENDED FOR APPROVAL FOR CONSTRUCTION

APPROVED FOR CONSTRUCTION

APPROVED

DATE

DATE

DATE

DATE

DATE

DATE

DATE

DATE

DATE

DATE

PROJECT SHEET NO.

CHIEF OF POLICY AND ENVIRONMENT

DIVISION ADMINISTRATOR

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

RECOMMENDED FOR APPROVAL

FOR RIGHT OF WAY ACQUISITION

VIRGINIA

SIC SEMPER TYRANNIS

SHEET

NO.

COMMONWEALTH OF VIRGINIA

STATE LOCATION AND DESIGN ENGINEER

FOR INDEX OF SHEETS SEE SHEET 1B

d8145701.dgn

Plotted By: kmaregn

11:57:36 AM

T:\160500 - VDOT - Various Design Build\Task 00005-Rte 35 Nottoway RIver\Design\DGN\Sheets\General\d8145701.dgn

1

PROGRAMMING DIVISION DIRECTOR

CHIEF ENGINEER

CHIEF ENGINEER

DATE STATE STRUCTURE AND BRIDGE ENGINEER

STATE LOCATION AND DESIGN ENGINEER

CHIEF OF PLANNING AND PROGRAMMING

CHIEF OF PLANNING AND PROGRAMMING

PROGRAMMING DIVISION DIRECTOR

Copyright 2013, Commonwealth of Virginia

Route 58

Bus

& 35 (M

ain Str

eet)

DESCRIPTION REFERENCE:

POT Sta. 8+30.88 Rte. 35 Constr. Bl

Population SouthHampton 18,570 (2010 Census)

Fr: 0.039 miles West of Southhampton County Line


To: 0.402 miles West of Southhampton County Line

1628.00

1628.00

1920.00

0.308

0.308

0.364

0.172

718.00

718.00

GEOPAK Computer Identification No. 81457

DESIGN PACKAGE (GEOPAK).

THIS PROJECT WAS DEVELOPED UTILIZING THE DEPARTMENT’S ENGINEERING

0.136

0.136

Town of Courtland

031-13a910.00

SOUTHAMPTON COUNTY

4,525

410

50/50

WIDENED IN ACCORDANCE WITH STANDARD TC-5.11R, EXCEPT

To Route US 58

(NFO)0035-087-112

SECTION NUMBERS)

BELOW FOR

(SEE TABULATION

BR-087-5 ( )

Rural Collector(GS-3)- Undivided-Level 50MPH-Min.Design Speed

ROUTE 35 (MEHERRIN ROAD)

6%

P

P

P

0.1911010

Prop. Bridge and Approaches over Nottoway River

PR

OJE

CT

MA

NA

GE

R

SU

RV

EY

ED

BY,

DA

TE

DE

SIG

N

BY

DE

SIG

N

SU

PE

RVIS

ED

BY

SU

BS

UR

FA

CE

UTILIT

Y

BY,

DA

TE

John

G

Har

man, P.E (7

57) 925-2

308 (H

ampto

n Roads)

Walter D. F

ree

man, L.S. (757) 925-1608 (H

ampto

n Roads), 9/8/11

Volkert In

c. (703) 642 810

0 (Ale

xandria, V

A)

Keith

Weakle

y (7

03) 642-8

100 (V

olkert, Inc.)

Walter D. F

ree

man, L.S. (757) 925-1608 (H

ampto

n Roads), 9/9/11

To: 0.402 miles West of Southampton County Line

PLAN

Fr: 0.072miles West of Southhampton County Line

To: 0.364miles West of Southhampton County Line


To: 0.402 miles West of Southhampton County Line

Sta. 10+3

5.0

0

Constr. B

aseline

Sta. 10+8

9.0

0

Const. B

aseline

Sta. 14+4

0.0

0

Constr. B

aseline

Sta. 2

3+5

0.0

0

Constr. B

aseline

Sta. 2

7+17.0

0

Constr. B

aseline

Sta. 2

9+5

5.0

0

Constr. B

aseline

PO

T 7+0

0.0

0

PC 10

+62.3

7

PT 11+3

3.5

2

10

PC 13

+50.0

4

PT 14

+40.0

015

PC 23

+50.0

0

PT 24+3

0.2

2

252

0

PC 26+4

6.7

4

PT 27+2

6.9

5

PC 34+8

0.5

4

30

35

HA

MP

TO

N

RO

AD

S

DIS

TRIC

T

DE

SIG

N

UNIT

SEPTEMBER 5, 2013

PROPOSAL PLANS

CONCEPTIAL TECHNICAL

Tank

9’ Chain Link Fence

Tank

Structure #B604

49

1B

1B

INDEX OF SHEETS

1 TITLE SHEET

DESCRIPTIONSHEET

1B INDEX OF SHEETS

TYPICAL SECTIONS

PLAN SHEET

2A

CONSTRUCTION ALIGNMENT DATA SHEET

PROFILE SHEET

EROSION AND SEDIMENT CONTROL PLAN

TOTAL CROSS SECTION SHEETS 10 (SEE CROSS SECTION SHEET NUMBER 1 FOR INDEX OF SHEETS)

STATIONS

3 - 6

3B - 6B

3A - 6A

7+00.00 TO 34+00.00

7+00.00 TO 34+00.00

1D

1E - 1E(1)

SURVEY ALIGNMENT DATA SHEETS

SEPTEMBER 5, 2013

CONCEPT PLANS

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE

ROUTE PROJECTSHEET NO.

d8145701b.dgn

Plotted By: kmaregn11:57:37 AM

T:\160500 - VDOT - Various Design Build\Task 00005-Rte 35 Nottoway RIver\Design\DGN\Sheets\General\d8145701b.dgn

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

John G Harman, P.E (757) 925-2308 (Hampton Roads)

Walter D. Freeman, L.S. (757) 925-1608 (Hampton Roads), 9/9/11


PROJECT MANAGER

SURVEYED BY, DATE

DESIGN BY

SUBSURFACE UTILITY BY, DATE

Volkert Inc. (703) 642 8100 (Alexandria, VA)

DESIGN SUPERVISED BY Keith Weakley (703) 642-8100 (Volkert, Inc.)

35

0035-087-112

C-5010035-087-112, RW201,

HA

MP

TO

N

RO

AD

S

DIS

TRIC

T

DE

SIG

N

UNIT

50

1D

1D

SURVEY ALIGNMENT DATA SHEETS

SEPTEMBER 5, 2013

CONCEPT PLANS

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.





129. 50’ 134. 00’

VDOT Disk #87-0081

CL

26. 30’

Rte 35

To Courtland

Rte 35

To Courtland

Rte 651

32. 48’

61. 64’

28. 90’

CL

13. 06’

VDOT Disk #87-0080

Stop Sign

To Boykins To Boykins

"

"

"

"

"

"

"

"

to Sta 87-0079 to Sta 87-0080 to Sta 87-0081 to Sta 87-0078

DATUM NAVD 88 (FEET)

BENCH MARKS SURVEY ALIGNMENTS

POINT STATION BEARING PROJECT COORDINATES

ID. NORTH (Y) EAST (X)

Rte 35

SS 97+50.000 143,200.065 3,700,571.387

S 70° 37’ 34" W

PI 104+69.551 142,961.367 3,699,892.581

S 71° 43’ 03" W

PI 111+02.131 142,762.925 3,699,291.933

S 73° 12’ 32" W

PI 120+45.731 142,490.335 3,698,388.564

S 73° 29’ 19" W

PI 125+72.443 142,340.640 3,697,883.572

S 73° 04’ 20" W

PI 132+51.140 142,143.027 3,697,234.281

S 58° 48’ 57" W

PI 138+90.580 141,811.931 3,696,687.235

S 49° 41’ 44" W

PI 144+57.877 141,444.975 3,696,254.604

S 49° 32’ 08" W

PI 151+86.420 140,972.168 3,695,700.322

PROJ# 0035 - 087 - 112, P101, RW201, C501, B604

PPMS# 81457

VDOT Disk Stamped "87 - 0078"




Bench Mark Elev. = 25. 60’




T-Bar 1 Survey Traverse Alignment


Sta. 111+02. 13



Sta. 120+45. 73



Sta. 125+72. 44



Sta. 132+51. 14



Sta. 138+90. 58

A STANDARD METAL DISK STAMPED "87-0081" SET IN CONC. 0. 20’ BELOW GROUND LEVEL. THE DISK IS LOCATED

129.50’ SOUTHHWEST FROM A DOMINION VIRGINIA POWER POLE # AA34, 134. 00’ NORTHEAST OF A DOMINION VIRGINIA POWER POLE AND 26. 30’ FROM THE CENTER LINE OF RTE. 35.

DVP #F1-37- YD-25

DVP #YD-24


13.06’ NORTHWEST OF A STOP SIGN ON RTE 651, 32. 48’ SOUTHWEST OF A DOMINION VIRGINA POWER POLE

Signals

Rail Road

Asphalt

Rte 35

Gravel

To Petersburg To Boykins

Main Str

eet

Rte 35

DVP #IG-77

51. 37’

91. 5

4’

29. 09’

Tracks

Rail Road


EASTERN RAIL OF TRACK.91. 54’ NORTHWEST OF A DOMINION VIRGINIA POWER POLE #IG-77, 51. 37’ FROM RAIL ROAD SIGNAL AND 29. 09’ FROM

3 Nails in Base of 15" Sycamore Tree,


134’ Lt. Sta. 104+40. 16

3 Nails Base of 18" Cypress Tree Left


101’ Lt. Sta. 128+95. 60

LINE OF RTE 35.#FI-37-YD-25, 61. 64’ NORTHEAST FROM A DOMONION VIRGINIA POWER POLE #YD-24 AND 28.90’ FROM THE CENTER


OF A SIGN POST AND 23. 05’ FROM THE CENTER LINE OF RTE. 35. 500’ To Main St.68.60’ NORTHWEST FROM A PROPERTY PIN ON RTE. 35, 16. 44’ NORTHWEST OF A SIGN POST, 30. 71’ NORTHEAST

VDOT Disk #87-0079

To Courtland

CL Rte 35

16. 44’

68. 60’

23. 05’

30. 71’Sign

Sign

To Boykins

500’ To Main St

Virginia Department of Transportation Horizontal Control

N (5decimal places)

W (5decimal places)

Sketch and Detailed Description on Other Side

values, use the following formula.

To convert state plane metric units to VDOT project

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

2. Multiply These Values by the U. S. Survey Foot (3. 280833333)

DETAILED SKETCH

V. D. O. T. Project Coordinates

Virginia State Plane Coordinates - NAD 83 Metric Values

(circle one)

or

LD-200 (REV. 8/2000)

Zone North South (circle one)

* *

Control Station I. D. 87 - 0078 Project 0035-087-112

Route 35 City/County Southampton Date 09-02-11

Established By W. D. Freeman LS

Vertical Datum Based On NAVD 88 Geoid 96 or 03

Horizontal Datum Based On NAD 83 (1993)

Azimuth to Station 250°37’34"

Latitude: 36°43’03.65095

Longitude: 77°04’07.46652

Geoid Separation (N) : -34.9102

Coordinates

VDOT Project Coordinates to NAD 83Metric Plane

Reverse This Proceedure to Transform

Ellipsoid Height (h) : -27.0994 (WGS 84)

Control Based on: Station (name or PID) Courtland 1

Project (monument no. ) Order:

East (X) 3627864.5293 m

North (Y) 1043622.1892 m

Ortho. Elevation 7.8108 m

East (X) 3700335.5432 ft.

North (Y) 143117.1324 ft.

Elevation 25. 60 ft.

Horizontal Closure

Elevation Factor ( 1. 00000 ) for the County.

3. Multiply These Values by Combined Scale and

DVP #AA-34


N (5decimal places)

W (5decimal places)








DETAILED SKETCH



(circle one)

or

LD-200 (REV. 8/2000)


* *







Latitude: 36°43’02.17731

Longitude: 77°04’12.93533


Coordinates






East (X) 3627729.5144 m

North (Y) 1043574.7118 m


East (X) 3699892.5818 ft.

North (Y) 142961.3670 ft.

Elevation 25.57 ft.

Horizontal Closure




N (5decimal places)

W (5decimal places)








DETAILED SKETCH



(circle one)

or

LD-200 (REV. 8/2000)


* *







Latitude: 36°42’47.72763

Longitude: 77°04’57.89136


Coordinates






East (X) 3626620.6573 m

North (Y) 1043112.5145 m


East (X) 3696254.6065 ft.

North (Y) 141444.9747 ft.

Elevation 14.80 ft.

Horizontal Closure




N (5decimal places)

W (5decimal places)








DETAILED SKETCH



(circle one)

or

LD-200 (REV. 8/2000)


* *







Latitude: 36°42’43.13537

Longitude: 77°05’04.78495


Coordinates






East (X) 3626451.7116 m

North (Y) 1042968.4029 m


East (X) 3695700.3238 ft.

North (Y) 140972.1685 ft.

Elevation 16.45 ft.

Horizontal Closure



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d8145701d.dgn


T:\160500 - VDOT - Various Design Build\Task 00005-Rte 35 Nottoway RIver\Design\DGN\Sheets\General\d8145701d.dgn

PROJECT SHEET NO.








PROJECT MANAGER

SURVEYED BY, DATE

DESIGN BY




35

0035-087-112

C-5010035-087-112, RW201,

HA

MP

TO

N

RO

AD

S

DIS

TRIC

T

DE

SIG

N

UNIT

51

PO

T 7+0

0.0

0

10

PC 10

+62.3

7

PT 11+3

3.5

2

PC 13

+50.0

4

PT 14

+40.0

0

15 20

PC 23

+50.0

0

PT 24+3

0.2

2

25

PC 26+4

6.7

4

PT 27+2

6.9

5

30

0

SCALE

100’ 200’

PC 34+8

0.5

4

35

40

PT 40+6

7.64

E = 6.70%

V = 50 MPH

Lt = 48’

Lr = 161’

Curve ROUTE35-1

PI = 10+97.96

T = 35.58’

L = 71.15’

R = 1,300.00’

10+62.37PC =

PT = 11+33.52

E = 6.70%

V = 50 MPH

Lt = 48’

Lr = 161’

Curve ROUTE35-2

PI = 13+95.04

T = 45.00’

L = 89.96’

R = 1,300.00’

13+50.04PC =

PT = 14+40.00

E = 6.70%

V = 50 MPH

Lt = 48’

Lr = 161’

Curve ROUTE35-3

PI = 23+90.12

T = 40.12’

L = 80.22’

R = 1,300.00’

23+50.00PC =

PT = 24+30.22

E = 6.70%

V = 50 MPH

Lt = 48’

Lr = 161’

Curve ROUTE35-4

PI = 26+86.86

T = 40.12’

L = 80.22’

R = 1,300.00’

26+46.74PC =

PT = 27+26.95

1E

1E

MA

TC

HLIN

E

ST

A. 3

2+0

0.0

0

MA

TC

HLIN

E

ST

A. 3

2+0

0.0

0

1

2 3

4

5

Curve ROUTE35-5

PI = 37+77.90

T = 297.36’

L = 587.10’

R = 1,500.00’

34+80.54PC =

PT = 40+67.64

Civil Engineer

Alexandria, Virginia

Volkert Inc.


SEPTEMBER 5, 2013

PLAN VIEW

CONCEPT PLANS

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d8145701e(0).dgn


T:\160500 - VDOT - Various Design Build\Task 00005-Rte 35 Nottoway RIver\Design\DGN\Sheets\General\d8145701e(0).dgn

PROJECT SHEET NO.








PROJECT MANAGER

SURVEYED BY, DATE

DESIGN BY




35

0035-087-112

C-5010035-087-112, RW201,

HA

MP

TO

N

RO

AD

S

DIS

TRIC

T

DE

SIG

N

UNIT

52

Course from PT ROUTE35-3 to PC ROUTE35-4 S 76° 44’ 05.91" W Dist 216.52

Chord Bear = S 74° 58’ 02.15" W

Ahead = S 76° 44’ 05.91" W

Back = S 73° 11’ 58.39" W

C.C. N 143,709.07 E 3,698,041.87

P.T. Station 24+30.22 N 142,443.75 E 3,698,340.16

P.C. Station 23+50.00 N 142,464.55 E 3,698,417.62

Mid. Ord. = 0.62

Long Chord = 80.20

External = 0.62

Radius = 1,300.00

Length = 80.22

Tangent = 40.12

Degree = 4° 24’ 26.52"

Delta = 3° 32’ 07.52" (RT)

P.I. Station 23+90.12 N 142,452.96 E 3,698,379.21

Curve ROUTE35-3

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

Curve Data


Chord Bear = S 71° 13’ 01.82" W

Ahead = S 73° 11’ 58.39" W

Back = S 69° 14’ 05.25" W

C.C. N 143,972.09 E 3,698,913.02

P.T. Station 14+40.00 N 142,727.58 E 3,699,288.78

P.C. Station 13+50.04 N 142,756.54 E 3,699,373.93

Mid. Ord. = 0.78

Long Chord = 89.94

External = 0.78

Radius = 1,300.00

Length = 89.96

Tangent = 45.00

Degree = 4° 24’ 26.52"

Delta = 3° 57’ 53.14" (RT)

P.I. Station 13+95.04 N 142,740.59 E 3,699,331.85

Curve ROUTE35-2

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

Curve Data


Chord Bear = S 70° 48’ 09.61" W

Ahead = S 69° 14’ 05.25" W

Back = S 72° 22’ 13.97" W

C.C. N 141,617.75 E 3,700,037.28

P.T. Station 11+33.52 N 142,833.30 E 3,699,576.38

P.C. Station 10+62.37 N 142,856.70 E 3,699,643.56

Mid. Ord. = 0.49

Long Chord = 71.14

External = 0.49

Radius = 1,300.00

Length = 71.15

Tangent = 35.58

Degree = 4° 24’ 26.52"

Delta = 3° 08’ 08.71" (LT)

P.I. Station 10+97.96 N 142,845.92 E 3,699,609.65

Curve ROUTE35-1

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

Curve Data

Course from ML100 to PC ROUTE35-1 S 72° 22’ 13.97" W Dist 362.37

Point ML100 N 142,966.44 E 3,699,988.92 Sta 7+00.00

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

Beginning chain ROUTE35 description

ML100 CUR ROUTE35-1 CUR ROUTE35-2 CUR ROUTE35-3 CUR ROUTE35-4 CUR ROUTE35-5

Chain ROUTE35 contains:

Ending chain ROUTE35 description

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

Chord Bear = S 61° 59’ 12.13" W

Ahead = S 50° 46’ 25.88" W

Back = S 73° 11’ 58.39" W

C.C. N 140,719.47 E 3,697,764.09

P.T. Station 40+67.64 N 141,881.46 E 3,696,815.52

P.C. Station 34+80.54 N 142,155.45 E 3,697,330.53

Mid. Ord. = 28.63

Long Chord = 583.36

External = 29.19

Radius = 1,500.00

Length = 587.10

Tangent = 297.36

Degree = 3° 49’ 10.99"

Delta = 22° 25’ 32.52" (LT)

P.I. Station 37+77.90 N 142,069.50 E 3,697,045.87

Curve ROUTE35-5

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

Curve Data


Chord Bear = S 74° 58’ 02.15" W

Ahead = S 73° 11’ 58.39" W

Back = S 76° 44’ 05.91" W

C.C. N 141,128.75 E 3,698,427.71

P.T. Station 27+26.95 N 142,373.27 E 3,698,051.96

P.C. Station 26+46.74 N 142,394.07 E 3,698,129.42

Mid. Ord. = 0.62

Long Chord = 80.20

External = 0.62

Radius = 1,300.00

Length = 80.22

Tangent = 40.12

Degree = 4° 24’ 26.52"

Delta = 3° 32’ 07.52" (LT)

P.I. Station 26+86.86 N 142,384.86 E 3,698,090.36

Curve ROUTE35-4

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

Curve Data

1E(1)

1E(1)

Civil Engineer


Volkert Inc.


1

2

3

5

4

SEPTEMBER 5, 2013

CONCEPT PLANS

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d8145701e(1).dgn


T:\160500 - VDOT - Various Design Build\Task 00005-Rte 35 Nottoway RIver\Design\DGN\Sheets\General\d8145701e(1).dgn

PROJECT SHEET NO.








PROJECT MANAGER

SURVEYED BY, DATE

DESIGN BY




35

0035-087-112

C-5010035-087-112, RW201,

HA

MP

TO

N

RO

AD

S

DIS

TRIC

T

DE

SIG

N

UNIT

53

2A

2A

12’

2:1

STD. GS-11

11’

Route 35

3’8’

11"

12’11’

8’11"

3’

CL

INSET A

2:1

STD. GS-11

Route 35

3’

11"11"

3’

CL

Var. *

Var.*

Var. * Var. *

Var. *

Var. *

* SEE PLANS

2:1

2:1

STD. GS-11

Station 23+50.00 to 27+17.00

Station 10+89.00 to 14+40.00

Station 27+17.00 to 29+00.00

Station 9+00.00 to 10+89.00

2% 2%

Route 35

LC

Point of Finished Grade

20’20’

42’4"

INSET B

Var. * Var. *

* SEE PLANS

1.5’ 1.5’

1.5’1.5’

INSET A

Route 35

CL

NOTE: PAVEMENT WIDTHS VARY AT TAPERS.

SEE PLAN SHEETS AND CROSS SECTIONS

FOR PAVEMENT LENGTHS AND WIDTHS.

TYPICAL SECTIONS

1

Finished Grade

Point of

Seeding Req’d

2" Topsoil &Seeding Req’d

2" Topsoil &

Asphalt Curb

Std. MC-3B

Back- up Material Asphalt Concrete Curb

Seeding Req’d

2" Topsoil &

Asphalt Curb

Std. MC-3B

Back- up Material

Asphalt Concrete Curb

Finished Grade

Point of

Seeding Req’d

2" Topsoil &

Asphalt Curb

Std. MC-3B

Back- up Material Asphalt Concrete Curb

Seeding Req’d

2" Topsoil &

Seeding Req’d

2" Topsoil &

Back- up Material

Asphalt Concrete Curb Asphalt Curb

Std. MC-3B

Finished Grade

Point of

2 % AND VAR. 2 % AND VAR.

STD. GS-11 2 % AND VAR. 2 % AND VAR.

(See Bridge Plan for details)

Station 14+40.00 to 23+50.00

Station 29+00.00 to 29+50.00

Station 8+90.00 to 9+00.00

1

2

3

Type SM-12.5A @ 220 lbs. per sq.yd.

Asphalt Concrete Surface Course

Type BM-25.0A

4" Asphalt Concrete Base Course

Type 1, NO. 21B

8" Aggregate Base Material

Civil Engineer


Volkert Inc.

321

NOT IN SCALE

INSET A

NOT IN SCALE

INSET B

2" and overlayed.Existing pavement shall be planed approximately

SEPTEMBER 5, 2013

CONCEPT PLANS

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d8145702a.dgn


T:\160500 - VDOT - Various Design Build\Task 00005-Rte 35 Nottoway RIver\Design\DGN\Sheets\Typicals\d8145702a.dgn

PROJECT SHEET NO.








PROJECT MANAGER

SURVEYED BY, DATE

DESIGN BY




35

0035-087-112

C-5010035-087-112, RW201,

HA

MP

TO

N

RO

AD

S

DIS

TRIC

T

DE

SIG

N

UNIT

54

3

3

MA

TC

HLIN

E

ST

A. 13

+75.0

0 S

HE

ET 4

Denotes Construction Limits in Cuts

Denotes Construction Limits in FillsF

LEGEND

Denotes Demolition of Pavement

Denotes Mill and Overlay

C

Denotes New Asphalt Pavement

757-654-6024

Dominion Virginia Power

1600 Hamiton Ave.

Gaylene 757-393-3824

Portsmouth VA. 23707-3528

Courtland, VA. 23837

Department Of Public Utilities17287 Pittman Rd.

Julien W. Johnson Jr.Director Of Pubic Utilities

Verizon South Inc.Mr. Mike Ziegler2920 OSP Engineering - 2nd Floor3011 Hungary Spring RoadRichmond, VA. 23322

Ms. Gaylene Watson

P. O. Box 39

Boykins, VA 23827

Town Of Courtland

*** Utility Owners ***

1100 Confroy Drive, Suite 4

Mid-Atlantic Broadband Communities Riverstone Technology Park

South Boston, VA 24592Mr. Doug Herrin

434-570-1300

Network Operations Manager

Note : Figures in parenthesis and dot - dot - dashedlines denote Temporary Easements.

Note : Figures in brackets and dot - dashed linesdenote Permanent Easements.

3A

REFERENCES

( PROFILES, DETAIL & DRAINAGE

DESCRIPTION SHEETS, ETC. )

Mainline Profile

E&SC Plan 3B

0

SCALE

25’ 50’

Civil Engineer


Volkert Inc.

SEPTEMBER 5, 2013

PLAN VIEW

CONCEPT PLANS

73 Conc. Footers

Sig

n

Sig

n

Metal Post

Iron Rod

Gravel Ent.

Woods

Sig

n

Sig

n

#22235

1 - Sty. Br. Bldg.

4 Wooden Posts

Conc

BM 3 Nails in Base Of 15" Sycamore

Exist

R/

W

Exist

R/

W

Exist

R/

W

Sig

n

Sig

n

Sig

n

Sig

n

+18.18

45.4

6’

+31.25

55.5

9’

Iron Rod

+11.14

173.0

3’

175.7

0’

Iron Rod

+98.7

9

199.4

3’

Iron Rod

Tank

Exist R/W

Elev 21. 52’

Z Z Z

(N 17

° 44’ 00"

W 80. 3

5’)

N 23° 54’ 19"

W 80. 3

5’

(N 21° 2

2’ 00"

W 87. 7

0’)

PL

(N 67° 27’ 34" W 72. 57’)

PL

PL15’

Utility Ease

ment

(S 11° 00’ 00" E 12

0. 5

0’)

S 16

° 58’ 55" E 12

0. 2

1’

N 73° 40’ 44" W +45. 36

Exist

R/

W

PI 10

4+6

9.5

5

S 71° 43’ 03" W

104 10

5 106 107 108 109 110

Route 58 Bus & 35 (Meherrin Road)

Approxim

ate Corp Limits

(S 85° 32’ 47" E 122. 66’)

(N 85° 13’ 13" E 174. 20’)PL (30. 7

7’)

(N 12

° 16’ 29"

W)

PL(N 84° 17’ 49" E 904’ )+-

(649. 02’ To Tie Line)

Town of Courtla

nd

Southa

mpton County

Exist R/W

+57.0

4

68.3

3’

+64.3

3

56.7

6’ +67.9

8

62.16’

+67.7

6

50.18’

+66.3

3

18.8

5’

Exist

R/

W

+55.4

5

11.6

5’

+31.42

59.3

8’

+81.62

43.9

8’

Iron Rod

+44.5

9

0.6

7’

Iron Rod

+13.0

0

2.2

5’

Iron Rod

Iron Rod

Tax# 60 - 25

8 ACRES

DB 396 PG 816

DB 284 PG 247

Tax# 60A-1-4

PB 7 PG 108

R

Property In Sections Numbered J - R Are Based On VDOT Project #475 - Rt. 12, Plats

and Limited Field Evidence. A Title Search And Or Boundary Survey May Produce

DB 445 PG 773

Tax# 60A - 66

PB22 PG 120

2. 4 ACRES

WMWV

Veriz

on #C-10

Veriz

on #C-9

Veriz

on #C-8

Veriz

on #C-7

DVP #IG-18

DVP #H

G-6

6

4

Guy

Wires

2

Guy

Wires

DVP #H

G-6

5

Guy

Wire

PO

T 7+0

0.0

0

7 8 9 10P

C 10

+62.3

7

11

PT 11+3

3.5

2

12

13 PC 13

+50.0

4

E = 6.70%

V = 50 MPH

Lt = 48’

Lr = 161’

Curve ROUTE35-1

PI = 10+97.96

T = 35.58’

L = 71.15’

R = 1,300.00’

10+62.37PC =

PT = 11+33.52

E = 6.70%

V = 50 MPH

Lt = 48’

Lr = 161’

Curve ROUTE35-2

PI = 13+95.04

T = 45.00’

L = 89.96’

R = 1,300.00’

13+50.04PC =

PT = 14+40.00

St’d. MC-3C Req’d.




F

F St’d. GR-2 Req’d.

St’d. GR-2 Req’d.



PROP. R/W

PROP. R/W

PROP. R/W

+00.0

0

20’

+89.0

0

24’

Shoulder Transition 230’

Pavement Transition 189’


Sta. 8+90.00 Constr. BL

Begin Construction


Begin Proj. 0035-087-112, RW201


Begin Proj. 0035-087-112, P101, C501

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d8145703.dgn


T:\160500 - VDOT - Various Design Build\Task 00005-Rte 35 Nottoway RIver\Design\DGN\Sheets\Roadway\d8145703.dgn

PROJECT SHEET NO.








PROJECT MANAGER

SURVEYED BY, DATE

DESIGN BY




35

0035-087-112

C-5010035-087-112, RW201,

HA

MP

TO

N

RO

AD

S

DIS

TRIC

T

DE

SIG

N

UNIT

DONALD A VICK

GARY L COWAN AND

JOSEPH KINDRED MAGETTE JR

JERRY R. BRYANT

THOMAS E. BRYANT

GEORGE LEROY BRYANT, JR.

55

0035-087-112

35

d8145703a.dgn


T:\160500 - VDOT - Various Design Build\Task 00005-Rte 35 Nottoway RIver\Design\DGN\Sheets\Roadway\d8145703a.dgn

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

Civil Engineer


Volkert Inc.

C-501

0035-087-112, RW201,



PROJECT MANAGER

SURVEYED BY, DATE

DESIGN BY Volkert Inc. (703) 642 8100 (Alexandria, VA)


0

SCALE VERTICAL

0

SCALE HORIZONTAL

25’ 50’ 5’ 10’

30

25

20

15

10

5

0

35

40

30

25

20

15

10

5

0

35

40

SEPTEMBER 5, 2013CONCEPT PLANS PROFILE VIEW

-5_

0_

5_

10_

15_

20_

25_

30_

26.13

STA = 10+15.00

EL = 25.50

-0.50%

+2.08%

L = 250.00

K = 97

V = 50 MPH


Begin Proj. 0035-087-112, RW201


Begin Proj. 0035-087-112, P101, C501


Begin Construction

ROUTE 35

7+00.00 8+00.00 9+00.00 10+00.00 11+00.00 12+00.00 13+00.00

-5_

26.8

0

26.7

8

26.7

5

26.7

0

26.6

5

26.5

0

26.3

4

26.2

0

26.0

7

25.9

5

26.0

1

26.11

26.2

7

26.3

9

26.4

4

26.3

9

26.14

26.2

4

26.19

26.13

26.0

4

25.9

3

25.8

2

25.7

0

25.6

3

25.18

24.3

2

24.17

26.0

8

26.0

1

26.0

1

26.0

7

26.2

0

26.3

9

26.6

5

26.9

7

27.3

5

27.8

0

28.3

1

28.8

3

29.3

5

29.8

7

30.3

9

30.9

1

31.43

31.95

32.4

5

32.9

3

3A

3A

MA

TC

HLIN

E

ST

A. 13

+75.0

0 S

HE

ET 4

A

Station Label

PGL Elevation

Left EOP

Right EOP

9+07.04

+07.0

426.0

625.8

9 (-8.5

5’)

25.8

2 (11.93’)

+50.0

026.0

125.8

2 (-9.4

3’)

25.9

9 (11.95’)

+00.0

026.2

025.9

9 (-10.4

6’)

26.4

2 (11.97’)

10+03.0496.00’

Lt

+03.0

426.2

226.0

1 (-10.5

2’)

26.4

6 (11.97’)

+28.0

426.4

226.0

8 (-11.0

3’)

26.7

8 (11.98’)

+50.0

026.6

526.19 (-11.4

8’)

27.12 (11.99’)

+53.0

426.6

826.2

1 (-11.5

4’)

27.17 (12.0

0’)

+78.0

427.0

126.4

0 (-11.9

5’)

27.6

3 (12.0

0’)

10+97.9694.92’

Lr

+97.9

627.3

226.6

0 (-12.0

0’)

28.0

3 (12.0

0’)

+00.0

027.3

526.6

5 (-12.0

0’)

28.0

6 (12.0

0’)

+50.0

028.3

127.8

6 (-12.0

0’)

28.7

6 (12.0

0’)

+00.0

029.3

529.15 (-12.0

0’)

29.5

6 (12.0

0’)

+50.0

030.3

930.4

4 (-12.0

0’)

30.3

5 (12.0

0’)

+00.0

031.43

31.73 (-12.0

0’)

31.14 (12.0

0’)

+50.0

032.4

533.0

0 (-12.0

0’)

31.91 (12.0

0’)

FULL SUPERELEVATION 6.42%

56

3B

3B

MA

TC

HLIN

E

ST

A. 13

+75.0

0 S

HE

ET 4

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

TCE Denotes Temporary Stone Construction Entrance


Civil Engineer


Volkert Inc.

0

SCALE

25’ 50’



LEGEND



C




REFERENCES



Mainline Profile

Mainline Plan

3A

3

SEPTEMBER 5, 2013

PLAN VIEW

CONCEPT PLANS

73 Conc. Footers

Sig

n

Sig

n

Metal Post

Iron Rod

Gravel Ent.

Woods

Sig

n

Sig

n

#22235

1 - Sty. Br. Bldg.

4 Wooden Posts

Conc

BM 3 Nails in Base Of 15" Sycamore

Exist

R/

W

Exist

R/

W

Exist

R/

W

Sig

n

Sig

n

Sig

n

Sig

n

+18.18

45.4

6’

+31.25

55.5

9’

Iron Rod

+11.14

173.0

3’

175.7

0’

Iron Rod

+98.7

9

199.4

3’

Iron Rod

Tank

Exist R/W

Elev 21. 52’

Z Z Z

(N 17

° 44’ 00"

W 80. 3

5’)

N 23° 54’ 19"

W 80. 3

5’

(N 21° 2

2’ 00"

W 87. 7

0’)

PL

(N 67° 27’ 34" W 72. 57’)

PL

PL15’

Utility Ease

ment

(S 11° 00’ 00" E 12

0. 5

0’)

S 16

° 58’ 55" E 12

0. 2

1’

N 73° 40’ 44" W +45. 36

Exist

R/

W

PI 10

4+6

9.5

5

S 71° 43’ 03" W

104 10

5 106 107 108 109 110

Route 58 Bus & 35 (Meherrin Road)

Approxim

ate Corp Limits

(S 85° 32’ 47" E 122. 66’)

(N 85° 13’ 13" E 174. 20’)PL (30. 7

7’)

(N 12

° 16’ 29"

W)

PL(N 84° 17’ 49" E 904’ )+-

(649. 02’ To Tie Line)

Town of Courtla

nd

Southa

mpton County

Exist R/W

+57.0

4

68.3

3’

+64.3

3

56.7

6’ +67.9

8

62.16’

+67.7

6

50.18’

+66.3

3

18.8

5’

Exist

R/

W

+55.4

5

11.6

5’

+31.42

59.3

8’

+81.62

43.9

8’

Iron Rod

+44.5

9

0.6

7’

Iron Rod

+13.0

0

2.2

5’

Iron Rod

Iron Rod

Tax# 60 - 25

8 ACRES

DB 396 PG 816

DB 284 PG 247

Tax# 60A-1-4

PB 7 PG 108

R

Property In Sections Numbered J - R Are Based On VDOT Project #475 - Rt. 12, Plats

and Limited Field Evidence. A Title Search And Or Boundary Survey May Produce

DB 445 PG 773

Tax# 60A - 66

PB22 PG 120

2. 4 ACRES

WMWV

Veriz

on #C-10

Veriz

on #C-9

Veriz

on #C-8

Veriz

on #C-7

DVP #IG-18

DVP #H

G-6

6

4

Guy

Wires

2

Guy

Wires

DVP #H

G-6

5

Guy

Wire

PO

T 7+0

0.0

0

7 8 9 10P

C 10

+62.3

7

11

PT 11+3

3.5

2

12

13 PC 13

+50.0

4

E = 6.70%

V = 50 MPH

Lt = 48’

Lr = 161’

Curve ROUTE35-1

PI = 10+97.96

T = 35.58’

L = 71.15’

R = 1,300.00’

10+62.37PC =

PT = 11+33.52

E = 6.70%

V = 50 MPH

Lt = 48’

Lr = 161’

Curve ROUTE35-2

PI = 13+95.04

T = 45.00’

L = 89.96’

R = 1,300.00’

13+50.04PC =

PT = 14+40.00

F

F

PROP. R/W

PROP. R/W

PROP. R/W

TSF

TCE

TSF

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d8145703b.dgn


T:\160500 - VDOT - Various Design Build\Task 00005-Rte 35 Nottoway RIver\Design\DGN\Sheets\ESC\d8145703b.dgn

PROJECT SHEET NO.








PROJECT MANAGER

SURVEYED BY, DATE

DESIGN BY




35

0035-087-112

C-5010035-087-112, RW201,

HA

MP

TO

N

RO

AD

S

DIS

TRIC

T

DE

SIG

N

UNIT

DONALD A VICK

GARY L COWAN AND

JOSEPH KINDRED MAGETTE JR

JERRY R. BRYANT

THOMAS E. BRYANT

GEORGE LEROY BRYANT, JR.

57

4

4

MA

TC

HLIN

E

ST

A. 13

+75.0

0 S

HE

ET 3

MA

TC

HLIN

E

ST

A. 2

0+5

0.0

0 S

HE

ET 5

A

Note: See Sheet 3 for Utility Information



LEGEND



C




REFERENCES



Mainline Profile

E&SC Plan 4B

4A

Civil Engineer


Volkert Inc.

0

SCALE

25’ 50’

SEPTEMBER 5, 2013

PLAN VIEW

CONCEPT PLANS

Sig

n

Brid

ge Bases

2

Conc

Support

Old

Brid

ge

Support

Old

Brid

ge

Supports

2

Old

Brid

ge

Conc

Conc

Wall

Wood

Retainin

g

(685’ P Is

Alo

ng C

River)

L

L

+-

(170’ P Is

Alo

ng C

River)

L

L

+-

(S 38° 20’ 57" E 665. 7

4’ Survey

Tie Line)

Exist

R/

W

S 42° 30’ 25" E

+96. 3

5

PI 111+02.13

S 73° 12’ 32" W

111

112

113

114

115

116

117

Nottoway River

Nottoway River

(N 39° 4

3’ 02"

W 13

1. 70’)

Surve

y Tie Line

Z

(148’ Alo

ng River)

+-

N 44° 3

9’ 44"

W +8

6. 2

7

Structure #B604

Exist R/W

+67.9

4

58.19’

Exist

R/

W

+39.9

5

25.4

1’

Exist

R/

W

+10.7

0

59.4

2’

Exist

R/

W

Exist

R/

W

+53.3

3

25.3

4’

+37.4

8

59.8

2’

Tax# 60 - 25

8 ACRES

DB 396 PG 816

Guy

Wire

Veriz

on #C-14

Veriz

on #C-13

Veriz

on #C-12

Veriz

on #C-11

DVP

No#

4

Guy

Wires

S

SF

MV

3

Guy

Wires

DVP

No# D

VP

No#

E = 6.70%

V = 50 MPH

Lt = 48’

Lr = 161’

Curve ROUTE35-2

PI = 13+95.04

T = 45.00’

L = 89.96’

R = 1,300.00’

13+50.04PC =

PT = 14+40.00

14 PT 14

+40.0

0

15 16 17 18 19 20


St’d. MC-3C Req’d.St’d. GR-FOA-1 Req’d.

St’d. GR-FOA-1 Req’d.

PROP. R/W

PROP. R/W

PROP. R/W

Prop. Temp. Constr. Easement For Bridge Construction

PROP. R/W


PROP. R/W

PROP. R/W

Sta. 14+40.00Constr. Baseline

Begin Proj. 0035-087-112, B-604

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d8145704.dgn



PROJECT SHEET NO.








PROJECT MANAGER

SURVEYED BY, DATE

DESIGN BY




35

0035-087-112

C-5010035-087-112, RW201,

HA

MP

TO

N

RO

AD

S

DIS

TRIC

T

DE

SIG

N

UNIT

DONALD A VICK

GARY L COWAN AND

58

0035-087-112

35

d8145704a.dgn



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

Civil Engineer


Volkert Inc.

C-501

0035-087-112, RW201,



PROJECT MANAGER

SURVEYED BY, DATE



0

SCALE VERTICAL

0

SCALE HORIZONTAL

25’ 50’ 5’ 10’

30

25

20

15

10

5

0

35

40

30

25

20

15

10

5

0

35

40


STA = 18+65.00

EL = 43.20

+2.08% -2.08%

L = 1,100.00

K = 264

SSD = 755’

V = 70 MPH


Begin Proj. 0035-087-112, B-604

ROUTE 35

14+00.00 15+00.00 16+00.00 17+00.00 18+00.00 19+00.00 20+00.00

24.17

23.8

0

23.18

23.0

2

10.12

7.11

10.7

2

11.0

0

11.3

5

11.5

8

11.6

1

9.14

11.3

4

11.7

6

12.6

7

5.0

6

0.9

3

-1.4

6

-1.8

8

-0.5

1

-0.9

7

-0.5

2

1.11

1.54

4.8

9

9.5

4

13.2

4

14.9

9

32.9

3

33.3

8

33.8

1

34.2

1

34.5

9

34.9

5

35.2

8

35.5

9

35.8

8

36.14

36.3

8

36.6

0

36.7

9

36.9

6

37.10

37.2

2

37.3

2

37.3

9

37.4

4

37.4

7

37.4

7

37.4

5

37.4

0

37.3

4

37.2

4

37.13

36.9

9

36.8

2

4A

4A

MA

TC

HLIN

E

ST

A. 2

0+5

0.0

0 S

HE

ET 5

A

MA

TC

HLIN

E

ST

A. 13

+75.0

0 S

HE

ET 3

A

13+95.04

+95.0

433.2

934.0

6 (-12.0

0’)

32.5

2 (12.0

0’)

+00.0

033.3

840.2

8 (-12.0

0’)

32.6

3 (12.0

0’)

+50.0

034.2

134.7

1 (-12.0

0’)

33.7

2 (12.0

0’)

+00.0

034.9

535.2

0 (-12.0

0’)

34.7

0 (12.0

0’)

15+01.19106.15’

Lt

+01.19

34.9

735.2

1 (-12.0

0’)

34.7

3 (12.0

0’)

+50.0

035.5

935.5

9 (-12.0

0’)

35.3

5 (12.0

0’)

15+97.1996.00’

Lt

+97.19

36.12

35.8

8 (-12.0

0’)

35.8

8 (12.0

0’)

+00.0

036.14

35.9

0 (-12.0

0’)

35.9

0 (12.0

0’)

+50.0

036.6

036.3

6 (-12.0

0’)

36.3

6 (12.0

0’)

+00.0

036.9

636.7

2 (-12.0

0’)

36.7

2 (12.0

0’)

+50.0

037.2

236.9

8 (-12.0

0’)

36.9

8 (12.0

0’)

+00.0

037.3

937.15 (-12.0

0’)

37.15 (12.0

0’)

+50.0

037.4

737.2

3 (-12.0

0’)

37.2

3 (12.0

0’)

+00.0

037.4

537.2

1 (-12.0

0’)

37.2

1 (12.0

0’)

+50.0

037.3

437.10 (-12.0

0’)

37.10 (12.0

0’)

+00.0

037.13

36.8

9 (-12.0

0’)

36.8

9 (12.0

0’)

+50.0

036.8

236.5

8 (-12.0

0’)

36.5

8 (12.0

0’)

NORMAL CROWN -2.00%

Station Label

PGL Elevation

Left EOP

Right EOP

59

4B

4B

MA

TC

HLIN

E

ST

A. 13

+75.0

0 S

HE

ET 3

MA

TC

HLIN

E

ST

A. 2

0+5

0.0

0 S

HE

ET 5

A

2

1

Access Road Typical

Causeway Typical

4

3

1

56

TYPE 1, NO. 21B

6" AGGREGATE BASE MATERIAL1

2

3

4

5

6

2’ Class 1 RIPRAP

GEOTEXTILE FABRIC

8.5’ Class 1 RIPRAP

6" AGGREGATE MATERIAL, NO. 3 STONE


1.

are for informational purposes only.

Location and shapes of cofferdams shown

NOTE

24


SCALE

0 25’ 50’

Civil Engineer


Volkert Inc.



LEGEND



C




REFERENCES



Mainline Profile

Mainline Plan

4A

4



TC-1 Denotes Turbidity Curtain, Type - Impervious

SEPTEMBER 5, 2013

PLAN VIEW

CONCEPT PLANS

Sig

n

Brid

ge Bases

2

Conc

Support

Old

Brid

ge

Support

Old

Brid

ge

Supports

2

Old

Brid

ge

Conc

Conc

Wall

Wood

Retainin

g

(685’ P Is

Alo

ng C

River)

L

L

+-

(170’ P Is

Alo

ng C

River)

L

L

+-

(S 38° 20’ 57" E 665. 7

4’ Survey

Tie Line)

Exist

R/

W

S 42° 30’ 25" E

+96. 3

5

PI 111+02.13

S 73° 12’ 32" W

111

112

113

114

115

116

117

Nottoway River

Nottoway River

(N 39° 4

3’ 02"

W 13

1. 70’)

Surve

y Tie Line

Z

(148’ Alo

ng River)

+-

N 44° 3

9’ 44"

W +8

6. 2

7

Structure #B604

Exist R/W

+67.9

4

58.19’

Exist

R/

W

+39.9

5

25.4

1’

Exist

R/

W

+10.7

0

59.4

2’

Exist

R/

W

Exist

R/

W

+53.3

3

25.3

4’

+37.4

8

59.8

2’

Tax# 60 - 25

8 ACRES

DB 396 PG 816

Guy

Wire

Veriz

on #C-14

Veriz

on #C-13

Veriz

on #C-12

Veriz

on #C-11

DVP

No#

4

Guy

Wires

S

SF

MV

3

Guy

Wires

DVP

No# D

VP

No#

E = 6.70%

V = 50 MPH

Lt = 48’

Lr = 161’

Curve ROUTE35-2

PI = 13+95.04

T = 45.00’

L = 89.96’

R = 1,300.00’

13+50.04PC =

PT = 14+40.00

14 PT 14

+40.0

0

15 16 17 18 19 20

PROP. R/W

PROP. R/W

PROP. R/W


PROP. R/W


PROP. R/W

PROP. R/W

Access Road

Causeway

Class 2 Riprap

Causeway

Class 2 Riprap

Fingers

Crane Mat

below mudline

Demolition

Cofferdam for

below mudline

Demolition

Cofferdam for

below mudline

Demolition

Cofferdam for

P1 P2 P3 P4

TC-1TC-1

TSF

TSF

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d8145704b.dgn



PROJECT SHEET NO.








PROJECT MANAGER

SURVEYED BY, DATE

DESIGN BY




35

0035-087-112

C-5010035-087-112, RW201,

HA

MP

TO

N

RO

AD

S

DIS

TRIC

T

DE

SIG

N

UNIT

DONALD A VICK

GARY L COWAN AND

60

5

5

MA

TC

HLIN

E

ST

A. 2

0+5

0.0

0 S

HE

ET 4

A

MA

TC

HLIN

E

ST

A. 2

7+2

5.0

0 S

HE

ET 6




LEGEND



C




3A

REFERENCES



Mainline Profile

E&SC Plan 3B

SCALE

0 25’ 50’

Civil Engineer


Volkert Inc.

SEPTEMBER 5, 2013

PLAN VIEW

CONCEPT PLANS

Sig

n

Conc

(S 21° 0

6’ 47" E 19

0. 3

2’)

(Survey Tie Lin

e)

(S 38° 20’ 57" E 665. 7

4’ Survey

Tie Line)

+67.9

8

51.87’

+17.2

1

56.0

5’

Exist

R/

W

Exist

R/

W

+17.2

1

55.5

0’

Exist

R/

W

+67.4

8

59.9

5’

Exist

R/

W

Exist

R/

W

+80.19

25.2

1’

Exist

R/

W

S 42° 30’ 25" E

+96. 3

5

S 25° 16’ 20" E

+76. 4

4

Exist R/W

Exist R/W

PI 12

0+4

5.7

3

S 73° 29’ 19" W

118

119

120

121

122

123

124

Inst. # 030003098

Tax# 60 - 29

PB 26 PG 124

44 ACRES

36. 5 ACRES

PB 26 PG 125

Inst. # 030003098

Tax# 60 - 28

Veriz

on #C-18

Veriz

on #C-17

Veriz

on #C-16

Two Guy

Wires

Veriz

on #C-15

SF

MV

Ele

v 8.5

8

Rim

E = 6.70%

V = 50 MPH

Lt = 48’

Lr = 161’

E = 6.70%

V = 50 MPH

Lt = 48’

Lr = 161’

Curve ROUTE35-3

PI = 23+90.12

T = 40.12’

L = 80.22’

R = 1,300.00’

23+50.00PC =

PT = 24+30.22

Curve ROUTE35-4

PI = 26+86.86

T = 40.12’

L = 80.22’

R = 1,300.00’

26+46.74PC =

PT = 27+26.95

21

22

23

PC 23

+50.0

0

24

PT 24+3

0.2

2

25

26

PC 26+4

6.7

4

27

PT 27+2

6.9

5









PROP. R/W

PROP. R/W


For Bridge ConstructionProp. Temp. Constr. Easement

PROP. R/W

PROP. R/W

PROP. R/WPROP. R/W

+17.0

0

24’


End Proj. 0035-087-112, B-604


End Proj. 0035-087-112, P101, C501

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d8145705.dgn



PROJECT SHEET NO.








PROJECT MANAGER

SURVEYED BY, DATE

DESIGN BY




35

0035-087-112

C-5010035-087-112, RW201,

HA

MP

TO

N

RO

AD

S

DIS

TRIC

T

DE

SIG

N

UNIT

JJ PEANUT COMPANY

JJ PEANUT COMPANY

61

0035-087-112

35

d8145705a.dgn



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

Civil Engineer


Volkert Inc.

C-501

0035-087-112, RW201,



PROJECT MANAGER

SURVEYED BY, DATE



0

SCALE VERTICAL

0

SCALE HORIZONTAL

25’ 50’ 5’ 10’

30

25

20

15

10

5

0

35

40

30

25

20

15

10

5

0

35

40



End Proj. 0035-087-112, P101, C501


End Proj. 0035-087-112, B-604

ROUTE 35

21+00.00 22+00.00 23+00.00 24+00.00 25+00.00 26+00.00 27+00.00

14.9

9

10.19

11.8

6

13.5

9

13.4

9

10.9

2

13.7

7

13.18

12.5

3

13.8

6

13.5

7

13.6

8

17.3

0

24.5

5

24.7

9

25.0

1

25.3

6

25.3

5

25.2

4

25.17

25.0

2

24.7

4

24.5

8

24.4

2

24.2

3

24.0

1

23.7

7

23.5

5

36.8

2

36.6

4

36.4

3

36.19

35.9

3

35.6

5

35.3

5

35.0

2

34.6

6

34.2

9

33.8

9

33.4

6

33.0

2

32.5

5

32.0

5

31.53

31.01

30.4

9

29.9

7

29.4

5

28.9

3

28.4

1

27.8

9

27.3

7

26.8

5

26.3

3

25.8

1

25.2

9

5A

5A

MA

TC

HLIN

E

ST

A. 2

0+5

0.0

0 S

HE

ET 4

A

MA

TC

HLIN

E

ST

A. 2

7+2

5.0

0 S

HE

ET 6

A

+00.0

036.4

336.19 (-12.0

0’)

36.19 (12.0

0’)

+50.0

035.9

335.6

9 (-12.0

0’)

35.6

9 (12.0

0’)

21+94.67

+94.6

735.4

135.17 (-12.0

0’)

35.17 (12.0

0’)

+00.0

035.3

535.13 (-12.0

0’)

35.11 (12.0

0’)

+50.0

034.6

634.7

0 (-12.0

0’)

34.4

2 (12.0

0’)

22+90.6796.00’

Lt

+90.6

734.0

434.2

8 (-12.0

0’)

33.8

0 (12.0

0’)

+00.0

033.8

934.18 (-12.0

0’)

33.6

0 (12.0

0’)

+15.6

733.6

333.9

9 (-12.0

0’)

33.2

6 (12.0

0’)

+40.6

733.19

33.6

8 (-12.0

0’)

32.7

0 (12.0

0’)

+50.0

033.0

233.5

5 (-12.0

0’)

32.4

8 (12.0

0’)

+65.6

732.7

238.4

1 (-12.0

0’)

32.11 (12.0

0’)

23+90.1299.45’

Lr

+90.12

32.2

532.9

9 (-12.0

0’)

31.51 (12.0

0’)

+00.0

032.0

538.4

1 (-12.0

0’)

31.36 (12.0

0’)

+50.0

031.01

31.45 (-12.0

0’)

30.5

8 (12.0

0’)

+00.0

029.9

730.16 (-12.0

0’)

29.7

8 (12.0

0’)

+50.0

028.9

328.8

7 (-12.0

0’)

28.9

9 (12.0

0’)

+00.0

027.8

927.5

8 (-12.0

0’)

28.2

0 (12.0

0’)

+50.0

026.8

526.2

9 (-12.0

0’)

32.0

5 (12.0

0’)

26+86.86FULL SUPERELEVATION 6.22%

+86.8

626.0

825.3

3 (-12.0

0’)

26.8

3 (12.0

0’)

+00.0

025.8

125.13 (-12.0

0’)

32.10 (12.0

0’)

Station Label

PGL Elevation

Left EOP

Right EOP

62

5B

5B

MA

TC

HLIN

E

ST

A. 2

0+5

0.0

0 S

HE

ET 4

A

MA

TC

HLIN

E

ST

A. 2

7+2

5.0

0 S

HE

ET 6

2

1

Access Road Typical

4

3

TYPE 1, NO. 21B

6" AGGREGATE BASE MATERIAL1

2

3

4

2’ Class 1 RIPRAP

GEOTEXTILE FABRIC


24


SCALE

0 50’25’

Civil Engineer


Volkert Inc.



LEGEND



C




REFERENCES



Mainline Profile

Mainline Plan

5A

5



SEPTEMBER 5, 2013

PLAN VIEW

CONCEPT PLANS

Sig

n

Conc

(S 21° 0

6’ 47" E 19

0. 3

2’)

(Survey Tie Lin

e)

(S 38° 20’ 57" E 665. 7

4’ Survey

Tie Line)

+67.9

8

51.87’

+17.2

1

56.0

5’

Exist

R/

W

Exist

R/

W

+17.2

1

55.5

0’

Exist

R/

W

+67.4

8

59.9

5’

Exist

R/

W

Exist

R/

W

+80.19

25.2

1’

Exist

R/

W

S 42° 30’ 25" E

+96. 3

5

S 25° 16’ 20" E

+76. 4

4

Exist R/W

Exist R/W

PI 12

0+4

5.7

3

S 73° 29’ 19" W

118

119

120

121

122

123

124

Inst. # 030003098

Tax# 60 - 29

PB 26 PG 124

44 ACRES

36. 5 ACRES

PB 26 PG 125

Inst. # 030003098

Tax# 60 - 28

Veriz

on #C-18

Veriz

on #C-17

Veriz

on #C-16

Two Guy

Wires

Veriz

on #C-15

SF

MV

Ele

v 8.5

8

Rim

E = 6.70%

V = 50 MPH

Lt = 48’

Lr = 161’

E = 6.70%

V = 50 MPH

Lt = 48’

Lr = 161’

Curve ROUTE35-3

PI = 23+90.12

T = 40.12’

L = 80.22’

R = 1,300.00’

23+50.00PC =

PT = 24+30.22

Curve ROUTE35-4

PI = 26+86.86

T = 40.12’

L = 80.22’

R = 1,300.00’

26+46.74PC =

PT = 27+26.95

21

22

23

PC 23

+50.0

0

24

PT 24+3

0.2

2

25

26

PC 26+4

6.7

4

27

PT 27+2

6.9

5



PROP. R/W

PROP. R/W


For Bridge ConstructionProp. Temp. Constr. Easement

PROP. R/W

PROP. R/W

PROP. R/WPROP. R/W

Access Road

Fingers

Crane Mat

Fingers

Crane Mat

P5 P6

TSF

TSF

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d8145705b.dgn



PROJECT SHEET NO.








PROJECT MANAGER

SURVEYED BY, DATE

DESIGN BY




35

0035-087-112

C-5010035-087-112, RW201,

HA

MP

TO

N

RO

AD

S

DIS

TRIC

T

DE

SIG

N

UNIT

JJ PEANUT COMPANY

JJ PEANUT COMPANY

63

6

6

MA

TC

HLIN

E

ST

A. 2

7+2

5.0

0 S

HE

ET 5

A




LEGEND



C





REFERENCES



Mainline Profile

E&SC Plan 6B

6A

0

SCALE

25’ 50’

Civil Engineer


Volkert Inc.

SEPTEMBER 5, 2013

PLAN VIEW

CONCEPT PLANS

Sig

n

Conc Headwall

Conc Headwall

+17.5

9

Exist

R/

W

+67.5

9

42.4

6’

Exist

R/

W

+67.6

0

47.6

4’

+71.98

52.9

9’

Exist

R/

W

Exist

R/

W

Exist

R/

W

+68.4

4

23.2

7’

Exist

R/

W

+17.5

5

12.4

1’

Exist

R/

W

+17.5

6

8.13’

Elev 10. 93’

BM 3 Nails in Base Of 18" Cypress

PI 12

5+7

2.4

4

S 73° 04’ 20" W

124

125

126

127

128

129

130

36. 5 ACRES

PB 26 PG 125

Inst. # 030003098

Tax# 60 - 28

Veriz

on #C-2

3

Veriz

on #C-2

2

Veriz

on #C-2

1

Veriz

on #C-2

0

Veriz

on #C-19

DVP

No#

2

Guy

Wires

PT 27+2

6.9

5

28

29

30

31

32

33

34

E = 6.70%

V = 50 MPH

Lt = 48’

Lr = 161’

Curve ROUTE35-4

PI = 26+86.86

T = 40.12’

L = 80.22’

R = 1,300.00’

26+46.74PC =

PT = 27+26.95



F

F



PROP. R/W

PROP. R/W

PROP. R/W

PROP. R/W

+00.0

0

21.5’

+17.0

0






End Proj. 0035-087-112, RW201


End Construction

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d8145706.dgn



PROJECT SHEET NO.








PROJECT MANAGER

SURVEYED BY, DATE

DESIGN BY




35

0035-087-112

C-5010035-087-112, RW201,

HA

MP

TO

N

RO

AD

S

DIS

TRIC

T

DE

SIG

N

UNIT

JJ PEANUT COMPANY

64

0035-087-112

35

d8145706a.dgn



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

Civil Engineer


Volkert Inc.

C-501

0035-087-112, RW201,



PROJECT MANAGER

SURVEYED BY, DATE



0

SCALE VERTICAL

0

SCALE HORIZONTAL

25’ 50’ 5’ 10’

30

25

20

15

10

5

0

35

40

30

25

20

15

10

5

0

35

40


STA = 29+00.00

EL = 21.64

-2.08%

-0.72%

L = 150.00

K = 110

20.9

2

V = 50 MPH


End Proj. 0035-087-112, RW201


End Construction

ROUTE 35

28+00.00 29+00.00 30+00.00 31+00.00 32+00.00 33+00.00 34+00.00

23.5

5

23.2

9

23.0

0

22.7

1

22.4

1

22.14

21.89

21.65

21.46

21.29

21.12

20.9

2

20.7

1

20.4

7

20.2

1

19.9

8

19.7

5

19.5

0

19.4

9

19.5

7

19.3

6

19.19

19.0

5

19.0

0

18.9

7

18.9

5

18.9

8

19.0

2

25.2

9

24.7

7

24.2

4

23.7

2

23.2

0

22.7

1

22.2

8

21.90

21.57

21.31

21.10

20.9

2

6A

6A

MA

TC

HLIN

E

ST

A. 2

7+2

5.0

0 S

HE

ET 5

A

+50.0

024.7

724.3

4 (-11.7

8’)

25.19 (11.88’)

27+88.14101.28’

Lt

+88.14

23.9

723.7

4 (-11.4

8’)

24.2

0 (11.63’)

+00.0

023.7

223.5

0 (-11.3

8’)

23.9

0 (11.55’)

+50.0

022.7

122.4

9 (-10.9

9’)

22.6

5 (11.22’)

28+84.1496.00’

Lt

+84.14

22.13

21.92 (-10.7

1’)

21.91 (11.00’)

29+00.00

NORMAL CROWN 0.00%

+00.0

021.90

21.68 (-10.5

9’)

19.6

6 (12.8

4’)

Station Label

PGL Elevation

Left EOP

Right EOP

65

6B

6B

MA

TC

HLIN

E

ST

A. 2

7+2

5.0

0 S

HE

ET 5

A


0

SCALE

25’ 50’

Civil Engineer


Volkert Inc.



LEGEND



C




REFERENCES



Mainline Profile

Mainline Plan

6A

6



SEPTEMBER 5, 2013

PLAN VIEW

CONCEPT PLANS

Sig

n

Conc Headwall

Conc Headwall

+17.5

9

Exist

R/

W

+67.5

9

42.4

6’

Exist

R/

W

+67.6

0

47.6

4’

+71.98

52.9

9’

Exist

R/

W

Exist

R/

W

Exist

R/

W

+68.4

4

23.2

7’

Exist

R/

W

+17.5

5

12.4

1’

Exist

R/

W

+17.5

6

8.13’

Elev 10. 93’

BM 3 Nails in Base Of 18" Cypress

PI 12

5+7

2.4

4

S 73° 04’ 20" W

124

125

126

127

128

129

130

36. 5 ACRES

PB 26 PG 125

Inst. # 030003098

Tax# 60 - 28

Veriz

on #C-2

3

Veriz

on #C-2

2

Veriz

on #C-2

1

Veriz

on #C-2

0

Veriz

on #C-19

DVP

No#

2

Guy

Wires

PT 27+2

6.9

5

28

29

30

31

32

33

34

E = 6.70%

V = 50 MPH

Lt = 48’

Lr = 161’

Curve ROUTE35-4

PI = 26+86.86

T = 40.12’

L = 80.22’

R = 1,300.00’

26+46.74PC =

PT = 27+26.95

F

F

PROP. R/W

PROP. R/W

PROP. R/W

PROP. R/W

TSF

TCE

TSF

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d8145706b.dgn



PROJECT SHEET NO.








PROJECT MANAGER

SURVEYED BY, DATE

DESIGN BY




35

0035-087-112

C-5010035-087-112, RW201,

HA

MP

TO

N

RO

AD

S

DIS

TRIC

T

DE

SIG

N

UNIT

JJ PEANUT COMPANY

66

C C C C C C

Approach slab

Face of curb

Face of curb

PLAN

ELEVATION

Span d

130’-0"

o

ï»¿Route 35 Constr

S 73°11’58"W

1’-

3"

20’-

0"

20’-

0"

1’-

3"

40’-

0"

ABUTMENT A ABUTMENT BBENT 6BENT 5BENT 4

Span a

Span b Span c Span d Span e Span fSpan g

+2.08% -2.08%

Existing Ground

Existing Ground

L = 1,110.00EL = 43.20STA = 18+65.00

Elevation 25.72

High Water

Elevation 9.57’

Ordinary High Water

7-span continuous concete (PCBT-77)

910’-0"

910’-0"

Finished Grade

Elev. 34.05

Elev. 35.83 Elev. 36.96Elev. 37.45 Elev. 37.30 Elev. 36.51 Elev. 35.09

Elev. 33.02typ.90

Approach slab

135 0035-87-112, B604

Aug. 2013 Sheet 1 of 2

81457

Scale: 1" = 40’

piles (typ.)

Prestressed conc.

RIV

ER

NO

TT

OW

AY

Prop. R/W

Prop. R/W Prop. R/W

Prop. R/W

Sta. 14+40.00Abutment AFace of backwall

Span a

130’-0"

Span b

130’-0"

Span c

130’-0"

Span e

130’-0"

Span f

130’-0"

Span g

130’-0"

Sta. 23+50.00Abutment BFace of backwall

Sta. 14+40.00

Face of backwall

Beginning of bridge

Sta. 23+50.00Face of backwallEnd of bridge

BENT 1 BENT 2 BENT 3

Sta. 15+70.00L Bent 1

Sta. 17+00.00L Bent 2

Sta. 18+30.00L Bent 3

Sta. 19+60.00L Bent 4

Sta. 20+90.00L Bent 5

Sta. 22+20.00L Bent 6

L Rte. 35 Constr.C

1’-3"

Face of rail

9" min.

32" Kansas corral typ.

1"

PCBT-77 typ.

1’-3"

1" Slope: 2.0%Slope: 2.0%

3’-5"3 spa. @ 11’-10" = 35’-6"

42’-4"

20’-0" 20’-0"

Face of rail

3’-5"

TRANSVERSE SECTIONNot to scale

PROJ. 0035-87-112, B604

SOUTHAMPTON COUNTY

RTE. 35 OVER NOTTOWAY RIVER

CONCEPTUAL TECHNICAL PROPOSAL PLANS

PLANS BY:

COORDINATED:

SUPERVISED:

DESIGNED:

DRAWN:

CHECKED:

GENERAL NOTES:

DESIGN EXCEPTION(S):

Federal Oversight Code:

NBIS Number:

and Scour Code:FHWA Construction

UPC No.

STATEROUTE PROJECT

FEDERAL AID

ROUTE PROJECT NO.

SHEETSTATE



No. Description Date

For Table of Revisions,

REVISIONS

Date:

Approved:

Recommended for Approval:

ERC

Chief Engineer

c

Date

Date

_ _ _ _ _ _ _ _ _ _ Sheet 2 of

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

see Sheet __ 2013, Commonwealth of Virginia

101851

VA.

Plan and Elevation S

heet.dgn

$D

ATE$

FO

164STP-965-5(079)

67

cliebau

Stamp

cliebau

Stamp

ABUTMENT SECTION

Scale: �" = 1’-0"

cScale as noted

BCG

BCG

CSL

Scale: �" = 1’-0"

End of slabBottom of slab

Bolster

Varie

s

Top of beam

1’-

8"

7"1’-8"

Geocomposite wall drain

6" pipe underdrain

3

2013, Commonwealth of Virginia

Tooth JointApproach slab

Face of backwall

3’-

6"

42’-0"

5’-

0"

L bentC

Direction of 1:6 pile batter.

PLAN OF BENT

3’-0"3’-0" 6 spa. @ 6’-0" = 36’-0"

pile typ.

Prestressed concrete

Scale: �" = 1’-0"

BENT SECTION

5’-0"

SUBSTRUCTURE DETAILSPROPOSAL PLANS

CONCEPTUAL TECHNICAL

Beam

4’-

6"

9’-0"

concrete pile

Prestressed

2

Date Plan No. Sheet No.Designed: ...........

Drawn: ................

Checked: ............

No. Description Date

STRUCTURE AND BRIDGE DIVISION



Revisions

ROUTE

FEDERAL AID

PROJECT ROUTE PROJECT

STATE SHEET

NO.STATE

ROUTE

FEDERAL AID

PROJECT ROUTE PROJECT

STATE SHEET

NO.STATE

STRUCTURAL ENGINEER

ALEXANDRIA, VA

VOLKERT, INC.

Structure

Details.d

gn

FOR CONSTRUCTION

THESE PLANS NOT TO BE USED

PRELIMINARY PLANS

616 0616-002-822, B674VA

of 2April 2013

68

cliebau

Stamp

cliebau

Stamp

route 35 bridge replacement · 2013-10-16 · state project no.: (n fo) 0035-087-112, pe-101,...

Documents