DEPARTMENT OF TRANSPORTATION · Plans, and Standard Plans) for construction projects where environmental resources are present and ... environmental commitments as provided in CEDAR

DEPARTMENT OF TRANSPORTATION Stephen C. Brich, P.E. 1401 East Broad Street (804) 786-2701

Commissioner Richmond, Virginia 23219 Fax: (804) 786-

2940

VirginiaDOT.org

WE KEEP VIRGINIA MOVING

STATE HYDRAULIC ENGINEERING DIRECTIVE

Date: August 8, 2020

To: Virginia Design, Construction, and Maintenance Communities; VDOT Location & Design,

Capital Outlay, Right of Way and Utilities, Construction, Materials, and Local Assistance

Divisions, District Environmental Managers

From: Victoria Bains, P.E. – State Hydraulics and Utilities Engineer, VDOT Location & Design

Division

Subject: Environmental Commitment (EC) Plan for VDOT Design-Bid-Build Projects

This State Hydraulic Engineering Directive (SHED) shall apply to all VDOT plans (No Plans, Minimal

Plans, and Standard Plans) for construction projects where environmental resources are present and

environmental permits or commitments are applicable to the construction activity. It describes the

Environmental Commitment (EC) Plan to be included in plan assemblies for VDOT projects that identify

the location of environmental resources and environmental commitments associated with the construction

activities and associated Environmental permits and special conditions. The SHED applies to construction

projects implemented under the Design/Bid/Build (D/B/B)/RAAP (Regular Advertisement and Award

Process).

BACKGROUND

The development of the Environmental Commitment (EC) Plan is a collaborative effort between the

Environmental and Location and Design Divisions to enhance awareness of the requirements and conditions

of the various environmental permits and commitments that must be implemented during the construction

of a VDOT project. The EC Plan is an integral part of the Environmental Performance Program (EPP), a

tool to convey the requirements and conditions of the environmental commitments implemented during the

appropriate project construction phase. See Environmental Memorandum EM-COMP-03-05-2019

Environmental Commitment Plan Sheets (ECPS) for Design-Bid-Build Projects for more information:

https://insidevdot.cov.virginia.gov/Docs/Documents/EM_Env%20Plan%20Sheet%20Process_Final.pdf

The EC Plan includes a tabulated summary and (where appropriate) a graphical display of project

environmental commitments as provided in CEDAR and controlling environmental documents. The

purposes of the EC Plan are to increase visibility and provide clarity to construction contractors regarding

EC. The EC Plan is ancillary to, but does not override, other controlling environmental documents in the

contract such as water quality permits, special provisions, etc., and will be subservient to any conflicts with

the controlling environmental documents.

State Hydraulic Engineering Advisory

Environmental Commitments Plan Sheets (ECPS) for VDOT Design-Bid-Build Plans

August 8, 2020

ENVIRONMENTAL COMMITMENTS

A number of different environmental commitments may apply to a given VDOT project. For the EC Plan,

the commitments have been organized into six categories:

• Cultural Resources (CR)

• General Environmental (ENV)

• General Natural Resources (NR)

• Hazardous Materials (HM)

• Threatened and Endangered Species (TE)

• Water Quality Permits (WQ)

ROLES

The VDOT District Environmental Staff work to secure permits and identify environmental commitments

during the location and design phase of VDOT projects. The environmental commitments shown on the

EC Plan will be developed by the District Environmental Staff and provided to the Location & Design

(L&D) Division staff for incorporation into construction plans as the EC Plan.

The L&D Division provides support to the District Environmental Staff during the planning and design

phases, where the Hydraulics Program currently assists with the development of permit sketches and

documents supporting the Environmental permit process. The process of developing the final EC Plan for

insertion into a construction plan set will be the responsibility of the L&D Division Hydraulics Program

staff. The State and District Hydraulics Engineers and designated Central Office and District Hydraulics

staff will work closely with the District Environmental Staff to develop the EC Plan for insertion into

construction plans for Design-Bid-Build projects.

IMPLEMENTATION

The EC Plan consists of two parts: the EC Summary Sheet and the EC Plan Sheet(s). The EC Summary

Sheet will include tables on a common sheet or series of sheets. In addition, on projects where

Environmental Avoidance Areas Outside of the Project Limits exist, the ECPS will include a graphical

depiction of the Avoidance Areas. The graphical depiction of Avoidance Areas may be placed on the EC

Summary sheet if adequate room is available, or on a separate sheet following the EC Summary Sheet when

necessary. Each of the six EC categories listed above will be included in separate tables on the EC Summary

Sheet, when applicable to a project. The District Environmental Staff will provide the summary tables to

the Hydraulics section to place on the EC Summary Sheet using the standard format shown in the example

EC Summary Sheet in Attachment A. Note that the EC Summary Sheet tables may include commitments

that are not depicted graphically on the EC Plan Sheets.

To provide for cross-reference between the EC Summary Sheet and EC Plan Sheet(s), the Environmental

Commitments requiring graphical depiction will be numbered in the summary tables and the same

numbering used in the call-outs on the EC Plan Sheet(s). For instance, the first General Environmental

commitment in the summary table will be identified as “ENV-1”, with the call-out on each sheet where the

commitment applies also being “ENV-1”. The third Hazardous Materials commitment will be identified

as “HM-3”. Note that a commitment listed in the summary tables may apply to multiple plan sheets, and

some commitments in the summary tables may have no graphical call out associated with them. The EC

Summary Sheet tables also provide the construction plan sheet number(s) where the EC applies.

The EC Plan includes insert plan sheets, similar to the current Erosion and Sediment Control (ESC) plan

sheets. An EC Plan Sheet will be included for each overall plan sheet in a series when that plan sheet



August 8, 2020

includes EC. When no EC are located within the area represented by an overall plan sheet, an EC Plan

Sheet is not required. The EC Plan Sheet will follow the ESC plan sheet(s) in series, and be numbered

consecutively; e.g., if the ESC plan sheets are numbered 3B (phase 1) and 3C (phase 2), the related EC Plan

Sheets would follow consecutively as sheet number 3D. The ECs are not included in the overall plan sheet

or the ESC plan sheet to avoid confusion with other information and make it easier for the EC to stand out

in the construction plan set.

CADD STANDARDS AND LIBRARY

CADD standards and a CADD library have been developed to assist with the EC Plan and the use of

standard lines, hatched areas, call-outs, and appropriate legends to show the location, extent, and nature of

EC shown.

The notes to be used on the EC Summary Sheet are in the CADD Library and shown in Figure 1 below.

Figure 1. EC Summary Notes

There are also EC Summary Abbreviations in the CADD Library that are included on the EC Summary

Sheet, as shown in Figure 2.

Figure 2. EC Summary Abbreviations

Environmental Contacts for the EC Plan are also listed on the EC Summary Sheet, as in the example for

Figure 3. Note that the information may vary from that shown below based upon the District where the



August 8, 2020

project is located. The District Environmental Manager (DEM) and project Environmental Commitment

Inspector (ECI) will be the contacts usually provided, although alternative or additional contacts may be

provided by the Environmental Division for inclusion on the EC Summary Sheet.

Figure 3. EC Summary Contacts (Example – Use District Project Contacts)

Figure 4 below shows the EC Legend with line types, hatches, and call-outs for the six categories, as used

on the EC Plans Sheets.

Figure 4. EC Plan Sheet Legend

A standard note for the EC Plan Sheet(s) is also provided in the CADD Library, and should be used on

each EC Plan Sheet as shown in Figure 5.

Figure 5. ECAP Plan Sheet Note



August 8, 2020

EC Plan Checklist for Hydraulics Staff/Designer

( ) EC Summary Sheet

( ) Include the summary tables required for the project (up to 6) (provided by Environmental)

( ) Cultural Resources (CR)

( ) General Environmental (ENV)

( ) General Natural Resources (NR)

( ) Hazardous Materials (HM)

( ) Threatened and Endangered Species (TE)

( ) Water Quality Permits (WQ)

( ) Add EC Plan Sheet number(s) where each EC appears to the summary tables

( ) EC Abbreviations (see CADD Library)

( ) Environmental Division Contact(s) (provided by Environmental)

( ) Water Quality Permit Info Summary Table (provided by Environmental)

( ) EC Notes (see CADD Library)

( ) Environmental Avoidance Area Outside of the Project Limits Sheet

( ) Base Map (similar to a Project Location Map)

( ) Scale as needed to show location and extent of Avoidance Areas Outside of the Project

Limits

( ) North Arrow

( ) Project limits and call-out

( ) Routes and Route number/name labels for locating the Avoidance Areas

( ) Other landmarks deemed useful for identifying the Avoidance Areas as specified by

Environmental (e.g., stream line with name, National Park, battlefield, etc.)

( ) Avoidance Areas Outside of the Project Limits (provided by Environmental)

( ) EC Abbreviations (see CADD Library)


( ) EC Legend (see CADD Library)

( ) EC Plan Sheet(s)

( ) Sheet for each overall plan sheet where an EC occurs (numbered sequentially after Erosion

and Sediment Control Plan Sheets)

( ) Base Map

( ) Same scale (usually 1” = 25’ or 1” = 50’) as the overall plan sheet

( ) North Arrow

( ) Limits of Disturbance (LOD)

( ) Right-of-Way and Easements

( ) Waters of the US/Wetlands Lines (black lines and hatches)

( ) Existing and proposed features and infrastructure shown (grey lines and hatches)

( ) EC Legend (see CADD Library)

( ) EC Areas (provided by Environmental - see CADD Library)

( ) EC Call-Outs (1 per commitment numbered as provided by the Environmental Division in the

Summary Tables)




August 8, 2020

ATTACHMENTS

Attachment A Example EC Summary Sheet

Attachment B Example Environmental Avoidance Area Outside of the Project Limits Sheet

Attachment C Example EC Plan Sheets

C-501

0029-162-270, RW-201,

2F(6)

2F(6)

BRIAN CASTO, P.E. (434) 856-8276 (LYNCHBURG DISTRICT)

0029-162-270

RAY CLARK, L.S. (434) 856-8262 (LYNCHBURG DISTRICT)

RAY CLARK, L.S. (434) 856-8262 (LYNCHBURG DISTRICT)

29

PAUL ANDERSON, P.E. (540) 856-8262 (AECOM)

HM-3

TE-1

WQ-1

ENV-1

ENV-2

CR-1

HM-1

HM-2

Environmental Commitments Summary

compliance.

Plan revisions, etc. prior to work proceeding to allow review to verify environmental

Environmental shall be contacted regarding any field adjustments, construction

final Construction Plans, etc.).

the controlling documents (Bid/Proposal/Contract,Special Provisions,

Commitments, Conditions and Clearances applicable to this project. Refer to

Information on this sheet is a reference document related to the Environmental

Notes:

CR - Cultural Resources

WQ - Water Quality

WOTUS - Waters of the United States

USFWS - U.S. Fish and Wildlife Service

USACE/COE - U.S. Army Corps of Engineers

VMRC - Virginia Marine Resources Commission

VDEQ - Virginia Department of Environmental Quality

PCN - Pre-Construction Notification

T&E - Threatened and Endangered Species

TOYR - Time of Year Restriction

NWP - Nationwide permit

NOI - Notice of Intent

NEPA - National Environmental Policy Act

MOU - Memorandum of Understanding

MOA - Memorandum of Agreement

FHWA - Federal Highway Administration

VDGIF - Department of Game and Inland Fisheries

ECI - Environmental Commitment Inspector

DEM - District Environmental Manager

BMP - Best Management Practice

ACM - Asbestos Containing Materials

Abbreviations

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE

ROUTE PROJECTSHEET NO.

d104944002f(6).dgn

Plotted By: Kevin.Takala9:40:11 AM

7/1/2020

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

SURVEYED BY, DATE

DESIGN BY

SUBSURFACE UTILITY BY, DATE

PROJECT MANAGER

PROJECT SHEET NO.

151

6151-062-794

6151-062-794, C501 2H(2)

2H(2)NOT TO SCALE

ENV-#

ENV-#

ENV-#

ENV-#

LEGEND


ENV-#

NR-#

TE-#

WQ-#

CR-#

HM-#

Outside of the Project LimitsEnvironmental Avoidance Area

compliance.

Plan revisions, etc. prior to work proceeding to allow review to verify environmental

Environmental shall be contacted regarding any field adjustments, construction

final Construction Plans, etc.).

the controlling documents (Bid/Proposal/Contract,Special Provisions,

Commitments, Conditions and Clearances applicable to this project. Refer to

Information on this sheet is a reference document related to the Environmental

Notes:

Limits of Disturbance

Wetland

Water Feature

Hazardous Materials

Cultural Resources

Threatened and Endangered Species

Water Quality Permits

General Natural Resources

General Environmental

CR - Cultural Resources

WQ - Water Quality

WOTUS - Waters of the United States

USFWS - U.S. Fish and Wildlife Service

USACE/COE - U.S. Army Corps of Engineers

VMRC - Virginia Marine Resources Commission

VDEQ - Virginia Department of Environmental Quality

PCN - Pre-Construction Notification

T&E - Threatened and Endangered Species

TOYR - Time of Year Restriction

NWP - Nationwide permit

NOI - Notice of Intent

NEPA - National Environmental Policy Act

MOU - Memorandum of Understanding

MOA - Memorandum of Agreement

FHWA - Federal Highway Administration

VDGIF - Department of Game and Inland Fisheries

ECI - Environmental Commitment Inspector

DEM - District Environmental Manager

BMP - Best Management Practice

ACM - Asbestos Containing Materials

Abbreviations

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


e109528002h(2).dgn


7/1/2020

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER

C-5010029-162-270, RW-201,

3D

3D0

SCALE

25' 50'

MAT

CH

LIN

E

US

RO

UT

E 29

BUS. S

TA.105+0

0.0

0 S

EE

SH

EE

T

NO.4

Environmental Commitments Plan Sheet

LEGEND


refer to the controlling documents for project-specific details.The Environmental information on this sheet is a reference;Note:

ENV-#

NR-#

TE-#

WQ-#

CR-#

HM-#


Wetland

Water Feature

Hazardous Materials

Cultural Resources





VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d104944003ENV.dgn


7/1/2020

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER

TE-1

HM-1

CR-1

TE-1

PP #VO-96

PP #

WO-16

PP #

WO-2

7

Guy

Wire

Guy

Wire

Guy

Wire

SC

O

Guy

Wire

PP #G-3

1B

WM

Tel Witn

ess P

ost

PP #G-3

2

Mixed Brush & Hardwoods

Mixed

Hardwo

ods

Grass

Conc. Walk

Asphalt

Mixed Ha

rdwoods &

Pines

4' C

LF

Sign

Sign

Sign

SignSign

12" Hardwood

12" CMP

12" CMP

Mixed

Hardwo

ods & Brus

h

Small Tree

s

Small Tr

ees &

Brush

Mixed Hardwoods

Mixed

Hardwoo

ds

Mixed Hardwoods

Trailer

Trailer

Trailer

RR Bo

x

Wood Po

st (3)

RR Track

RR Track

RR Track

RR Track

Conc. Wall

Conc. Wall

Conc. Wall

Conc. Wall

Sig

n

Sign

Landsca

pe Tim

ber

Bor

der

Gra

vel

Conc. Walk

Metal P

ost

Asphalt

Gravel

Wood Po

st (3)

3.5 St

y. Fr. B

ldg.

Covere

d Patio &

Deck

Conc.

Conc.

AC

Unit (2)

AC

Unit (3)

GrassGrass

Grass

GrassGrass

Sign

Guardr

ail

Sign

AsphaltS

ign

Historic

al

Marker

Small Tr

ees &

Brush

Conc.

Wall

Conc.

Wall

Sheet Piles

Rte. 29 (Main Street)


Grass

Gravel

Abandoned Conc. RR Tunnel

Abandoned Conc. RR Tunnel

84"x96" CMP Pedestrian Tunnel

N 79° 20' 55" E

108

109

110

111

112

113

114

115

= 43°2

4'13" Lt.

PI 112+9

4.73

IP

w/

Cap

Contr

ol Station #3000

Gravel

Tunnel

Abandon

ed Railroa

d

Retaining

Wall F

or

Helical Con

crete

Tunnel

Abandon

ed Railroa

d

Retaining

Wall F

or

Helical Con

crete

Inv. Out = 554.97

Inv. In = 554.97

In Pl. 12" CMP

Inv. Out = 552.78

Inv. In = 554.93

(For Roof Drains)

In Pl. 12" CPP

Inv. Out = 547.20

Inv. In = 550.76

(For Roof Drains)

In Pl. 12" CPP

Inv.

Out = 542.9

1

Inv. In = 545.3

4

In Pl. 6

" P

VC

PL

PL

Delineator

Delineator

Delineator

Delineator

DelineatorDelineator

Delineator

PL

15"

15"

15"

15"

15"

PROP. R/W

001

001

PI = 102+15.24

T = 181.11'

L = 338.02'

R = 380.00'

100+34.13PC =

PT = 103+72.15

POT 10

0+0

0.00

100

PC 10

0+3

4.13

101

102

103

PT 10

3+7

2.15

104

105

F

F

F

RTE 29 BUS.

105

C

CF

V = 35mph

Lr = 201'

E = 12% (EXIST.)

CF

Sta. 104+25.00

Beg. MSE WallF

C

CF

10

11

12

13

US Rte.29 Bus. Constr. BL

US Rte.2

9 Bus. Co

nstr. B

LF

4D

4D0

SCALE

25' 50'

C-501, B-6010029-162-270, RW-201,

MA

TC

HLIN

E

US

RO

UT

E 29

BUS. S

TA.105+0

0.0

0 S

EE

SH

EE

T

NO.3

MA

TC

HLIN

E

US

RO

UT

E 29

BUS. S

TA.112

+00.0

0 S

EE

SH

EE

T

NO.5


LEGEND



ENV-#

NR-#

TE-#

WQ-#

CR-#

HM-#


Wetland

Water Feature

Hazardous Materials

Cultural Resources





VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d104944004Env.dgn


7/1/2020

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER

HM-1

TE-1

HM-2

HM-1

ENV-1

PP #G-3

1A

PP

No #

PP Abandoned

TP No #

TP No #

Mixed Hardwoods & Brush

Guardrail

Guardrail

Mixed Hardwoods

Mixed Hardwoods

Mixed Hardwoods

Small Trees & Brush

Small Trees & Brush

Small Trees & Brush

Mixed Hard

wood

s

Sign (2)

Conc. Walk

Sign

RR Track

RR Track

RR Track

RR Bridge

RR Bridge

Conc. Pier

Conc. Pier

Roanoke Rive

r

Roa

noke R

iver

Metal Catwalk

Antenna

Sheet Piles

Conc. Pier Conc. Pier Conc. Pier

Barric

ade


Grass

Brush

Conc. PierConc. Pier

Conc. PierConc. Pier

Conc. Pier Conc. PierConc. Pier

6' CLF6' CLF

Guardrail

Guardrail

Metal Railing Metal Railing

Conc. Railing

Conc. Railing

Grass

Conc. C

olu

mn (2)

Wood Railing Wood Railing Conc. C

olu

mn (2)

Conc. C

olu

mn (2)

Conc. Pier

Joint

Joint

Joint

Joint

Joint

Joint

Joint

116

117

118

119

120

121

122

49.3

6'

IP

+72.5

7

59.2

0'

IP

+92.6

5

75.5

2'

IP

+41.94

20.2

4'

IP

+51.18

37.9

8'

IP

+71.62

38.0

3'

IP

+51.58

50.7

6'

IP

+42.0

1

6' CLF

6' CLF

Asphalt

Asphalt

Gravel M

edia

n

Inv.

Out

= 523.6

0

Inv. In =

524.7

2

In Pl. 2

4"

CM

P

(N 89° 4

2' 2

3" E 279.97')

(N 37° 16' 28" E 783.54')

(N 51° 07' 17" E 161.81')

22.36')

(N 71° 03' 14" E

Ca

mpbell C

ounty @

Centerlin

e Rive

r

Pitts

ylvania County @

Centerlin

e Rive

r

w/5 Steel Support Beams

Pony Truss Span


Pony Truss Span w/5 Steel Support Beams

Through Truss Span


Through Truss Span

Asphalt Bridge Deck

Supported w/4 Conc. Beams

Remainder Of Bridge To North

Suspended Wood Foot Bridge

Under RR BridgeWood Roof Over

Trail

Wheel Guard

Wheel Guard

Conc. Water Intake Tower

Permanent Slope E

asement

Permanent Slope Easement

EASEMENT FOR BRIDGEPROP. TEMPORARY CONSTR.


001

001

001

001

003

003

105

106

107

108

109

110

111 112

112

105

PC 10+00.00

10

11

PT 11+1

3.77

PI = 10+57.36

T = 57.36'

L = 113.77'

R = 360.00'

10+00.00PC =

PT =11+13.77

PO

T 10

+00.0

010

1112

PO

T 12

+50.0

0

PARK ACCESS RD

106

14


Park Access Rd. C

onstr. B

L

PROP. R/W

PROP. R/W

PROP. R/W

4-2

4-3

4-1

4-5

15"

15"

18"

4-6

4-4

12"

12"

15"

4-7

to Drainage Structure

Connect CD-2

L = 31'

St'd CD-2 Req'd

15"

4-8

169 tons Class 1 RiprapD = 2' W = 3' T = 26" SS 2:1ST'D PG-3 TYPE I Req'd.

5D

5D0

SCALE

25' 50'

C-501, B-6010029-162-270, RW-201,

MA

TC

HLIN

E

US

RO

UT

E 29

BUS. S

TA.112

+00.0

0 S

EE

SH

EE

T

NO.4

MA

TC

HLIN

E

US

RO

UT

E 29

BUS. S

TA.119

+00.0

0 S

EE

SH

EE

T

NO.6


LEGEND



ENV-#

NR-#

TE-#

WQ-#

CR-#

HM-#


Wetland

Water Feature

Hazardous Materials

Cultural Resources





VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d104944005ENV.dgn


7/1/2020

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER

HM-1 HM-1

WQ-1

HM-1

HM-3

ENV-2

HM-1

HM-3

WV

SSS

RIM

=525.31

FLO

W LIN

E 517.90

In Pl. S

MH

Sewer Line 24" M

etal

S

RIM

=525.31

FLO

W LIN

E 517.90

In Pl. S

MH

Sewer Line 24" M

etal

GR

OU

ND-E

LE

V-5

25.82

SE

WE

R PIP

E-E

LE

V-5

19.75

116+3

8.51 9.43 LEFT


Grass

Grass

Guardrail

Guardrail

Guardrail

Guardrail

Metal Railing Metal Railing

Conc. Railing

Conc. Railing

Conc. Railing

Grass

Grass

Grass

Gravel

Metal Gate

Metal P

ost

Metal Post

Mixed Hardwoods

Mixed Hardwoods

Mixed Hardwoods

Gravel

Conc. Pier Conc. Pier Conc. Pier Conc. Pier Conc. Pier Conc. Pier Conc. Pier Conc. Pier Conc. Pier Conc. PierConc. Pier Conc. Pier Conc. Pier Conc. Pier Conc. Pier

12" Oak

Bush (2)

15" Oak

Grass

Grass

GrassMixed Hardwoods

Metal Shed

#308

2 Sty. Fr. Bldg.

Conc. PorchConc. Steps

Satellite Dish

Small T

rees & Brush

Mixed Hardwoods

Mixed Hardwoods

Mixed Hardwoods

Mixed Hardwoods

RR Track

Conc. W

alk

Metal Post


Conc. C

olu

mn (2)

Conc. C

olu

mn (2)

Conc. C

olu

mn (2)

Conc. C

olu

mn (2)

Conc. C

olu

mn (2)

Conc. C

olu

mn (2)

Conc. C

olu

mn (2)

Conc. C

olu

mn (2)

Conc. C

olu

mn (2)

Joint

Joint

Joint

Conc. C

olu

mn (2)

Conc. C

olu

mn (3)

Conc. C

olu

mn (3)

Conc. C

olu

mn (3)

Conc. C

olu

mn (3)

Conc. C

olu

mn (3)

Conc. C

olu

mn (3)

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint

Joint Joint

Joint Joint

Joint

N 35° 56' 42" E

123

124

125

126

127

128

129

55.10'

IP

+51.63

75.3

5'

IP

+51.52

IP

+48.6

0

164.3

7'

IP

+74.7

2

75.4

4'

IP

+26.6

9

77.14'

IP

+29.7

5

IP

+51.10

67.10'

19.8

8'

IP

+91.10

25.9

5'

IP

+52.5

8

25.4

9'

IP

+82.2

6

57.0

0'

IP

+50.9

9

37.15'

IP

+51.04

Rail = 553.82

Rail = 553.82

Rail = 553.91

Rail = 553.97

Rail = 554.02

Rail = 554.04

Rail = 554.12

Rail = 553.96

Rail = 554.00

Rail = 554.03

Rail = 554.08

Rail = 554.09

Rail = 554.17

Rail = 554.19

Rail = 554.23

Rail = 554.26

Rail = 554.08

Rail = 4.30

Bridge Clearance

= 20.40

Gravel

Gravel

Wet W

eather Branch

Inv.

Out

= 520.6

9

Inv. In =

520.7

4

In Pl. 18"

CM

P

Inv. Out = 52

2.09Inv. In = 522

.19In Pl. 12" Ca

st Iron Pipe

(N 81° 4

1' 29" W 327.03')

N 86° 2

2' 17

" W 326.48'

(S 81° 4

1' 29" E 324.90')

S 86° 18' 5

" E 10

3.14'

(N 37° 16' 28" E 783.54')

PL

PL

PL

Plats Found.Sides Of Lot. No Des

cription Or Extending RR R/W On Both Linework Established

By

Z

(S 81° 4

1' 29" E 10

3.14')

CD = 5

0.00')

(CB = S 80° 5

7' 0

4" E

In Pl. E

nd

wall

Inv.

Out

= 514.6

7

Inv. In =

515.6

1

In Pl. 5

4"

CM

P

In Pl. E

nd

wall

Asphalt Bridge DeckAsphalt Bridge Deck

Suspended Wood Foot Bridge Suspended Wood Foot Bridge

Wheel Guard

Wheel Guard Wheel Guard

Wheel Guard


Permanent Slope E

asement

Existing R/W VDOT Proj.259 SW-3 (A-2885)





Orchard

Area

12' Lane

12' Lane

12' Lane

12' Lane







003

003

004

004

005005

006

112

113

114

115

116

117

118 119

119

112

12

13

PC 13+

17.45

14

PT 14

+70.89

15

POT 15

+25.70

PI = 10+57.36

T = 57.36'

L = 113.77'

R = 360.00'

10+00.00PC =

PT = 11+13.77

PI = 13+97.29

T = 79.84'

L = 153.44'

R = 225.00'

13+17.45PC =

PT = 14+70.89

PO

T 10

+00.0

010

Park Access Rd. Constr. BL

Sta. 14+75.00

End Construction

PARK ACCESS RD

PARK ACCESS RD

TO

BE

OB

SC

UR

ED

TO BE

OBSCURE

D

PROP. R/W

AERIAL EASEMENTPROP. PERMANENT


US Rte.29 Bus. Constr. BL US Rte.29 Bus. Constr. BLUS Rte.29 Bus. Constr. BL

Park Access Rd. C

onstr. B

L

Park Access Rd. C

onstr. B

L

6

60

SCALE

25' 50'

C-501, B-6010029-162-270, RW-201,

MAT

CH

LIN

E

US

RO

UTE 29 B

US. S

TA.119

+00.00 SE

E S

HE

ET

NO.5

MA

TC

HLIN

E

US

RO

UT

E 29

BUS. S

TA.126+0

0.0

0 S

EE

SH

EE

T

NO.7

See Note


LEGEND



ENV-#

NR-#

TE-#

WQ-#

CR-#

HM-#


Wetland

Water Feature

Hazardous Materials

Cultural Resources





VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d104944006ENV.dgn

Plotted By: Kevin.Takala1:57:01 PM

8/7/2020

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER

HM-1

HM-1

Barrica

de

Guar

drail

Guardrail

Metal Railing

Conc. R

ailing

Conc. R

ailing

Gravel

Conc. Pier

18" Pine

Bush

Bush (2)

18" Oa

k

Bush (2)

#308

2 Sty. Fr. Bldg.

Conc. P

orch

Conc. Step

s

Satellite Dish

Mixe

d Hard

woods &

Brus

hTreesSmall

Sig

n

Sig

n

Sig

n

Mixe

d Hard

woods

Mixed Hardwoods

Mixed Hardwoods

& Brush

Small Trees

RR Track

RR Track

RR Track

RR Track

RR Track

RR Track

RR Track

Sig

n

Metal Post

Gravel

Gravel

Conc. P

avers

Grass

Grass

Conc. W

alk

Conc. Walk

Con

c. Walk

Metal Post

Mailbox

Bush (7)

Bush (6)

Bush (6)

Bush (16)

Sign

Sig

n (3)

Asphalt

Asphalt

Conc.

Conc. Ent.

Sign

Conc. W

alk

Conc. W

alk

Grass

Bush (2

)

12" Crepe Myrtle

Mulch

Conc. W

alk

Bush (17)

Bushes

#404

"McDonalds"

1 Sty. Brk. & Fr. Bld

g.

Bedford

Avenue

Asphalt

Sign

Sign

Sign

Sign

Asphalt Asphalt

Mulc

h

Conc.

Asphalt

Asphalt

Conc.

Grass

Bush (18

)

Conc. Pa

d (2)

Conc. Walk

Conc. Walk

Conc. W

alk

Conc. En

t.

Conc. Ent.

Conc. Fuel

IslandsCano

py Over

CanopyConc.

Under

Filler Caps

&

Vents

Sig

n

Sig

n

Sig

n

Sig

n

12" Pin

e

18" Pin

e

Sig

n

Sig

n

Bushes

Gravel

& PinesMixed

Hardwoods

& Pines

Mixed Hardwoods

Small Trees

Brush &

Guardrail

Sig

nConc. P

ad

Sign

Fla

g Pole

Bush (3

)

Bush

Bush

Bush (9

)

Flower B

ed

Sig

nConc. P

ad

12" Pine

(3)

Drive - T

hru

Asphalt

Asphalt

Conc.

Flower B

ed

18" Hardwoo

d

0.5" Curb

Guardra

il

Conc. Walk

Conc. Ent.

GuardrailSig

n

Conc.

Conc.

3' Wood & Wire Fence

Conc. WalkBrush

Small Hardwoods

Gravel

Gravel

Trailer

Gravel Gravel

Trailer

Trailer

Gravel

Conc. Post & Cable Fence

Sig

n

2.5' C&G

2.5' C&G

Sig

n

2.0' C

&G

2.0' C

&G

2.5' C

&G

2.5' C

&G

Sig

n

Orna

mental Trees

Grass

3' Wood Fence AC Unit

PostPost

Asphalt

Bush

#413

1 Sty. Fr. Bldg.

Old Propane Tanks


Asphalt

Sig

n

(a)

(b)

(c)

(d)

Joint

N 82° 45' 07" E

130

131

132

133

134

135

136

Conc.

Walk

308.2

8'

IP +3

7.73

60.5

1'

IP +6

8.80

228.98'

IP +0

2.41

IP (Leanin

g) +92.8

7

61.33'

IP

+80.8

9

75.5

4'

IP

+01.67

71.46'

Nail +2

7.8

3

33.68'

IP +9

8.11

RW

Mon +3

3.47

Sig

n

Sig

n

Rail = 55

3.42

Rail = 55

3.62

Rail = 55

3.48

Rail = 55

3.56

Rail = 55

3.63

Rail = 55

3.63

Rail = 55

3.68

Rail = 55

3.69

Rail = 55

3.60

Rail = 55

3.69

Rail = 55

3.80

Rail = 55

3.82

Rail = 55

3.93

Rail = 55

3.89

Rail = 55

3.70

Rail = 55

3.73

Rail = 55

3.78

Rail = 55

3.82

Rail = 55

3.90

Rail = 55

3.97

Bridge Clearance = 2

0.43


0.70


0.40


0.09

07

09

08

10

11

12

13

14

15

16

17

18

19

Gravel

20' Alle

y

Sig

n

Conc. Pad

Tim

bers

Landscape

Cross-Tie Wall

Cross-Tie Wall

Cross-Tie Wall

Existing R/

W

Per P

B 26 P

GS 71-72

Z

Z

Z

Z Z Z Z Z Z

PL

PL

Lot 18

Lot 19

Lot 20

Z Z

(N 33° 22'

W 10

6.3

4')

S 41° 3

0' 42" E 82.3

2'

Lot 27

Lot 26

Lot 25

Lot 24

Lot 23

Lot 22

Lot 21

(N 89° 13' 14" W 214.80')

S 37° 3

7' 6"

W 3

19.74'

Z

+)(580'

+)(314'

Delineator

Wood Post

Area Of Possible Hazardous Materials

(S 4

2° 14' 23

" W

319.62')

(S 89° 07' 30" W 255.48')

(S 67° 35' 05" W 296.01')

(N 33° 10'

W 82.4

3')

RR

Mile

Marker

(CB = N 82°14' 32" E CD = 280.46')

(CB = N 76°53' 47" E CD = 167.98')

Hardwoods

Small

CD

= 16

0.3

2')

CB

= S 62° 27' 51" W

R

= 391.10'

L =

161.46'

( = 2

3° 39' 16"

CD

= 40.6

2')

CB

= S 01° 5

8' 18"

W

R

= 31.50'

L =

44.14'

( = 8

0° 17' 35"

2.5' C&G

2.5' C&G

0.5" Curb

0.5" Curb

Conc. Ditch

PL

PL

Curb

0.5"

Existing R/

W

Per P

C "C" Sl 81 P

G 801

Gravel

Mixed Woods

Mixed Woods

Rip-Rap

Gravel

Mixed Woods

Column

Pad

Conc.

Pad

Conc.

Pad

Conc.



Existing R/W

VDOT Proj.2

59 S

W-3 (A-

2885)

Existing R/W

VDOT Proj.2

59 S

W-3 (A-

2885)

PL

LP #K

O-4

29

PP #X

C-8

3

Guy

Wire (2)

Guy Wire

PP #C-4

TSP #15

0027E

TSP #15

0027A

LP

FH

TSP #15

0027F

Traf. Cabin

et

PP #YC-2

5

Guy

Wire

PP #C

O-1

Guy

Wire

LP

Guy

Wire

LP

Elec. P

ed.

LP

E

Elec. Pe

d.

LP #A

C-4

8

PP #YC-4

5

w/

Lig

ht

TP No #

PP

PP #YC-1

8

Guy Pole

Guy Wire (3)

Guy

Wire (2)

WV

Elec. P

ed. w/

Meter

Elec. Pe

d.

Elec. P

ed.

Traf.

HH

Traf.

HH

TSP (N

ot In Use)

WM

WM

S

(a)(b)

(c)

Inv.

Out (c) =

559.2

5

In Pl. 12" Cla

y Pip

e

Inv. In (b) =

561.63

In Pl. 8

" Cla

y Pip

e

Inv. In (a) =

559.4

2

In Pl. 12" Cla

y Pip

e

Rim

= 568.4

0

In Pl. S

MH

T

WV

La

mp Post

Tel. Ped.

Tel. Witn

ess

Post

Tel. Witness Post

Tel. Witness Post

E E

E

E

Abandon

edCATV Cut &

TC

TC

186 tons Class 1 Riprap

D = 2' W = 3' T = 26" SS 2:1

ST'D PG-3 TYPE I Req'd.

15"

48"

48"

48"

15"

48"

15"

48"

And Connect to PG-3 Outfall

Extend Concrete Drainage Ditch

Rip Rap, D=2', W=3', SS=2:1, T=26"

St'd PG-3, 32 Tons Class I

18"

to Inlet 6-6

Grade to Drain

to Inlet 6-6

Fill/Grade to Drain

12' La

ne

12' Lan

e

12' Lane

12' Lane

10' Lane

EASEMENT FOR BRIDGE ACCESSPROP. TEMPORARY CONSTR.


006

006

005

007

E = 2.0%

PI = 121+32.22

T = 122.60'

L = 235.33'

R = 340.00'

120+09.62PC =

PT = 122+44.95

EN

TR 6-1

ST

A. 12

0+7

5.0

0 LT

EN

TR 6-2

ST

A. 12

1+46.3

7 LT

119

120

PC 12

0+0

9.62

121

122

PT 12

2+4

4.9

5

126

E = EXIST.

EASEMENT FOR ENTR.PROP. TEMPORARY CONSTR.

005

007

F

F

F

F

4' Paved

Shldr.

RTE 29 BUS.

126


DRAINAGE EASEMENTPROP. PERMANENT

PI = 126+40.97

T = 98.77'

L = 194.45'

R = 450.00'

125+42.20PC =

PT = 127+36.65

123

124

125

PC 12

5+4

2.2

0

RTE 29 BUS.

V = 30mph (ULS)

Lr = 37'

TYP

E IV (-6+/-

%)

RE

Q'D.

50' S

T'D

CG-13



PROP. R/W

PROP. R/W

PROP. R/W

PROP. R/W

/DRAINAGEEASEMENT FOR BRIDGEPROP. TEMPORARY CONSTR.

EASEMENT FOR BRIDGE/DRAINAGEPROP. TEMPORARY CONSTR.

EASEMENT FOR BRIDGE ACCESS/DRAINAGEPROP. TEMPORARY CONSTR.

TYP

E IV (-3

+/-

%)

RE

Q'D.

42' S

T'D

CG-13

Sta. 120+50.70

End MSE Wall

Sta. 119+48.19

Begin MSE Wall



US Rte.29 B

us. Constr. B

L


Sta. 122+00.00 US Rte. 29 Bus.Constr. BL

End Proj. 0029-162-270, C-501

Sta. 123+68.00 US Rte. 29 Bus.Constr. BL

End Proj. 0029-162-270, PE-101

US Rte. 29 Bus. Constr. BL

Sta. 119+82.09

End Bridge B-601

005

+46.9

019.5

7'

R=435'

12.00'

+60.66