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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
State Hydraulic Engineering Advisory
Environmental Commitments Plan Sheets (ECPS) for VDOT Design-Bid-Build Plans
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
State Hydraulic Engineering Advisory
Environmental Commitments Plan Sheets (ECPS) for VDOT Design-Bid-Build Plans
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
State Hydraulic Engineering Advisory
Environmental Commitments Plan Sheets (ECPS) for VDOT Design-Bid-Build Plans
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 Notes (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)
( ) EC Notes (see CADD Library)
State Hydraulic Engineering Advisory
Environmental Commitments Plan Sheets (ECPS) for VDOT Design-Bid-Build Plans
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
ENVIRONMENTAL COMMITMENTS
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
ROUTE PROJECTSHEET NO.
e109528002h(2).dgn
Plotted By: Kevin.Takala9:47:35 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
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
ENVIRONMENTAL COMMITMENTS
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-#
Limits of Disturbance
Wetland
Water Feature
Hazardous Materials
Cultural Resources
Threatened and Endangered Species
Water Quality Permits
General Natural Resources
General Environmental
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d104944003ENV.dgn
Plotted By: Kevin.Takala9:23:04 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
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)
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
Environmental Commitments Plan Sheet
LEGEND
ENVIRONMENTAL COMMITMENTS
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-#
Limits of Disturbance
Wetland
Water Feature
Hazardous Materials
Cultural Resources
Threatened and Endangered Species
Water Quality Permits
General Natural Resources
General Environmental
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d104944004Env.dgn
Plotted By: Kevin.Takala10:32:33 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
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
Rte. 29 (Main Street)
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
w/5 Steel Support Beams
Pony Truss Span w/5 Steel Support Beams
Through Truss Span
w/5 Steel Support Beams
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.
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
US Rte.29 Bus. Constr. BL
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
Environmental Commitments Plan Sheet
LEGEND
ENVIRONMENTAL COMMITMENTS
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-#
Limits of Disturbance
Wetland
Water Feature
Hazardous Materials
Cultural Resources
Threatened and Endangered Species
Water Quality Permits
General Natural Resources
General Environmental
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d104944005ENV.dgn
Plotted By: Kevin.Takala9:31:50 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
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
Rte. 29 (Main Street)
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
Rte. 29 (Main Street)
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 Easement
Permanent Slope E
asement
Existing R/W VDOT Proj.259 SW-3 (A-2885)
Existing R/W VDOT Proj.259 SW-3 (A-2885)
Existing R/W VDOT Proj.259 SW-3 (A-2885)
Existing R/W VDOT Proj.259 SW-3 (A-2885)
Permanent Slope Easement
Orchard
Area
12' Lane
12' Lane
12' Lane
12' Lane
EASEMENT FOR BRIDGEPROP. TEMPORARY CONSTR.
EASEMENT FOR BRIDGEPROP. TEMPORARY CONSTR.
EASEMENT FOR BRIDGEPROP. TEMPORARY CONSTR.
EASEMENT FOR BRIDGEPROP. TEMPORARY CONSTR.
EASEMENT FOR BRIDGEPROP. TEMPORARY CONSTR.
EASEMENT FOR BRIDGEPROP. TEMPORARY CONSTR.
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
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
Environmental Commitments Plan Sheet
LEGEND
ENVIRONMENTAL COMMITMENTS
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-#
Limits of Disturbance
Wetland
Water Feature
Hazardous Materials
Cultural Resources
Threatened and Endangered Species
Water Quality Permits
General Natural Resources
General Environmental
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d104944006ENV.dgn
Plotted By: Kevin.Takala1:57:01 PM
8/7/2020
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
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
Rte. 29 (Main Street)
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
Bridge Clearance = 2
0.70
Bridge Clearance = 2
0.40
Bridge Clearance = 2
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.259 SW-3 (A-2885)
Existing R/W VDOT Proj.259 SW-3 (A-2885)
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.
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
EASEMENT FOR BRIDGE ACCESSPROP. TEMPORARY CONSTR.
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
DRAINAGE EASEMENTPROP. PERMANENT
DRAINAGE EASEMENTPROP. PERMANENT
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
AERIAL EASEMENTPROP. PERMANENT
AERIAL EASEMENTPROP. PERMANENT
US Rte.29 B
us. Constr. B
L
US Rte.29 Bus. Constr. BL
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
Recommended