Colonel Ruby Bradley Bridge State Project U344-33-12.76 00 Federal Project STP-0033(243) D

DESIGN STUDY REPORT
Final Submission
May 6, 2015
Colonel Ruby Bradley Bridge
State Project U344-33-12.76 00
Federal Project STP-0033(243) D
Spencer, Roane County, West Virginia
Prepared by:
Prepared For:
West Virginia Department of Transportation
1900 Kanawha Blvd., East
Building 5, Room A-317
Charleston, WV 25305
4424 Emerson Avenue
Parkersburg, West Virginia, 26104
Design Study Report
Final Submission
Colonel Ruby Bradley Bridge, Spencer, WV
May 6, 2015
TABLE OF CONTENTS
TABLE OF CONTENTS
PAGE
TABLE OF CONTENTS ............................................................................................................... i
1.0 PROJECT DESCRIPTION & PURPOSE ............................................................................. 1
2.0 PROJECT REQUIREMENTS ............................................................................................... 2
2.1
Existing Conditions .................................................................................................... 2
2.2
Design Criteria ............................................................................................................ 2
2.3
Geotechnical Overview ............................................................................................. 2
2.4
Environmental Overview .......................................................................................... 3
3.0 PROPOSED ALTERNATIVES............................................................................................. 3
3.1
No Build Option ......................................................................................................... 3
3.2
Description of Build Alternatives Considered ....................................................... 3
3.3
Utilities ......................................................................................................................... 5
3.4
Major Drainage Requirements ................................................................................. 6
3.5
Constructability Issues .............................................................................................. 6
3.6
Temporary Traffic Control........................................................................................ 6
3.7
Pedestrian Facilities ................................................................................................... 6
3.8
Bicycle Facilities .......................................................................................................... 7
3.9
Proposed Right-of-way ............................................................................................. 7
3.10 Hydraulic Performance ............................................................................................. 7
3.11 Bridge Aesthetics and Lighting ................................................................................ 7
3.12 Other Considerations................................................................................................. 7
4.0 CONCLUSIONS ................................................................................................................. 10
APPENDICES
Appendix A
Appendix B
Appendix C
Appendix D
Appendix E
Appendix F
Site Photographs
Design Criteria
Preliminary Cost Estimate
Exhibits
Alternative Plans
Comment and Response from Field Review
LIST OF TABLES
PAGE
Table 1
Table 2
Project No. 52354
Design Criteria
Comparison of Alternatives
2
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Design Study Report
Final Submission
Colonel Ruby Bradley Bridge, Spencer, WV
May 6, 2015
1.0 PROJECT DESCRIPTION & PURPOSE
1.0 PROJECT DESCRIPTION & PURPOSE
This project involves the study, preparation, and submission of a Design Study Report for the
Colonel Ruby Bradley Bridge which carries US Route 33 over Spring Creek in Roane County and
is located approximately 0.02 mile east of US Route 119.
LOCATION MAP
Possible temporary
detour (not feasible)
This structure, which is eligible for registration for the National Register of Historic Places, was
built in 1932 and was rehabilitated in 1996. Since that time, the bridge has experienced substantial
deterioration. A “Condition Assessment Report” is submitted under a separate cover which rates
the deck of the structure in poor condition and in need of replacement. Both the original plans and
rehabilitation drawings are included in the appendices of that report.
The existing bridge has a 30-foot roadway and was originally designed for two-lanes of traffic, but
was converted to three-lanes in the 2000’s (see cover photo). Traffic congestion has increased with
recent development of large retailers, strip malls, medical facilities, and restaurants. Traffic
volumes are estimated to increase to an ADT of 13,800 on US Route 33 by 2033 (Photos 1 & 2,
Appendix A), as compared to current ADT of 10,300. Intersections with US Route 119 and
Williams Drive introduce the need for turning lanes on the bridge (Photos 3 & 4). The results of a
traffic study performed by WVDOT in July 2013 indicate the bridge should accommodate four
lanes of traffic and that expansion of the adjacent intersection with US Route 119 is needed (See
sketch in Appendix D).
Spring Creek
The purpose of this Design Study Report is to compare various alternatives for replacement or
widening of the existing bridge. Temporary traffic control during construction is a primary
concern, as no reasonable detours appear to be available for vehicular or pedestrian traffic. The
goal of the design study is to select an alternative that meets the following criteria:

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Minimizes impact to traffic during construction;
Economically feasible to construct;
Accommodates 2033 traffic volumes;
Maintains hydraulic performance of the stream;
Minimizes in-stream work;
Addresses the historical significance;
Creates a long-term, durable solution; and
Provides acceptable level of aesthetics and lighting.
Project No. 53313
Goff Run
Colonel Ruby Bradley Bridge
STATE PROJECT U344-33-12.76 00
PROJECT LOCATION
1
Design Study Report
Final Submission
Colonel Ruby Bradley Bridge, Spencer, WV
May 6, 2015
2.0 PROJECT REQUIREMENTS
2.0 PROJECT REQUIREMENTS
2.1
Existing Conditions
2.3
The existing bridge consists of five spans of cast-in-place concrete T-beams supported on threecolumn piers and wall-type abutments (Photo 5). The bridge carries three lanes of traffic and two
sidewalks with an overall deck width of 42 feet and overall length of 227 feet. The profile grade is
a constant -4 percent over the bridge transitioning to vertical curves on the approaches. The US
Route 33 typical section on the west approach is downtown Main Street of Spencer (Photo 6). Main
Street is composed of three lanes with an overall roadway width of 39 feet with sidewalks on each
side. The east approach roadway to the bridge expands to four lanes at the intersection with
Williams Drive (Photo 7). Traffic signals are present at each intersection.
2.2
Design Criteria
The geometric design follows the guidelines established in the American Association of State
Highway and Transportation Officials’ (AASHTO) A Policy on Geometric Design of Highways
and Streets, 6th Edition, 2011, or when applicable, AASHTO’s Geometric Design of Very LowVolume Local Roads (ADT  400), AASHTO, Washington, D.C., 2001. The design will be in
accordance to the Public Rights-of-Way Accessibility Guidelines (PROWAG) 2014. The study of
the bridge structure will be based on Load and Resistance Factor Design (LRFD) in accordance
with the AASHTO “LRFD Bridge Design Specifications, 2012” and latest interim revisions, and the
WVDOT Bridge Design Manual, dated March 1, 2004, with any revisions.
The US Route 33 mainline roadway typical section over the bridge will include two 12’ through
lanes, two 11’ inside lanes, 2' shoulders and two 5’-6” sidewalks. The extension of Williams Drive
will assume two 12’ lanes, 3’ shoulders, and one 5’-6” sidewalk. Detailed typical sections can be
found in Appendix E.
Table 1
Design Criteria
Roadway
Classification
Design Speed
Maximum Grade
US Route 33
Williams Drive
Urban Collector
Urban Local Street
35 mph
25 mph
No Change
12%
Design criteria tables are included in Appendix B. No design exceptions are required.
Project No. 53313
Geotechnical Overview
A professional engineer visited the bridge site and performed limited research of the readily
available information, including evaluating the geologic setting and previous mining for potential
problems within the project area.
Core borings have not been obtained, but borings from the existing plans encountered three-layers
of underlying bedrock: broken shale, solid red rock, and solid sandstone. Each layer is respectively
deeper. Approximately 15 feet of sandy loam overburden was also encountered and is visible
along the stream banks (Photo 8). No bedrock outcrops were observed in the vicinity of the
existing bridge. Rock outcropping was observed near the Williams Drive Extension but no handson observation of the rock was made. No major slope instabilities were observed. The existing
bridge is founded on spread footings at elevations ranging from 699 feet to 706 feet, corresponding
to broken shale layer. No apparent signs of settlement, rotation, or undermining have been
observed in recent inspections. Local scouring around the piers has been noted. Stream channel
profiles show up to 5 feet of change in the stream bank elevations from 1977 to 2011. The stream
invert has remained the same. The DS-34 scour evaluation summary prepared in 2003, classifies
the structure as low risk.
Four core borings were obtained by WVDOT for the replacement of the North Market Street
Bridge in November of 2007 (Photo 9). North Market Street Bridge is located approximately
1,000 feet north of Ruby Bradley Bridge. The borings encountered a medium hard, grey-red shale
or medium hard, grey sandstone at elevations ranging from 696 feet to 699 feet. The overburden
consisted of 17 to 20 feet of redbrown, brown, and grey sandy clay. The geotechnical competence
of the rock allowed the full structural capacity of the steel H-piles to be used during the design.
Based on the West Virginal Geologic Economic Survey web page, this project is located in the
Appalachian Low Plateau Physiographic Province. The province is characterized by relatively
level strata that were deeply eroded after the last stage of mountain building during the
Appalachian Orogeny. Based on information from the USGS Mineral Resources Online Spatial
Data, the project is in the Dunkard Group. This group consists of non-marine cyclic sequences of
sandstone, siltstone, red and gray shale, limestone, and coal. Contains the Greene, Washington
and Waynesburg Formations. Extends from the top of the exposed bed rock section to the top of
the Waynesburg coal. Includes the Washington coals and limestones. Palynological evidence
favors a Pennsylvanian age, at least for the lower portion. Based on our review of the WVDEP
Interactive Mapping web page, and the WVGES Interactive Coal Bed Mapping web pages, no
evidence of permitted coal mines was found near the project area. Based on our review of the
WVDEP Oil and Gas Well Information Mapping web page, no evidence of permitted oil or gas
wells was found near the project area.
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Design Study Report
Final Submission
Colonel Ruby Bradley Bridge, Spencer, WV
May 6, 2015
3.0 PROPOSED ALTERNATIVES
Based on our overview, we did not observe unusual or significant geotechnical problems that
would negatively impact these bridge alternatives as planned, nor do we anticipate unusual
mining, geological, or geotechnical hazards within the project area. Generally, cut side slopes are
shown at 1½:1 and fill slopes are shown at 2:1 for this submission. It is anticipated that the
abutments will be semi-integral or integral for the alternatives which propose a new structure.
2.4
anticipated that proposed work will be eligible for authorization under one or more
Nationwide Permits.

Public Entities will be asked to provide any comments they believe are pertinent to any
potential effects to historic or archaeological resources that may assist with the decisionmaking.

Environmental Justice/Title VI Community Review Roane county is considered a
distressed county by the Appalachian Regional Commission (ARC).
Environmental Overview
The project requires National Environmental Policy Act (NEPA) documentation. B&N will
determine the appropriate level of NEPA review, and prepare associated NEPA documentation
during the next phase of the project, in cooperation with the West Virginia Division of Highways
(WVDOH). Based on information to date, this will include, but may not necessarily be limited to,
review and consultation with the:

State Historic Preservation Office. The existing bridge is eligible for registration for the
National Register of Historic Places. In depth coordination with the West Virginia Division
of Culture and History is anticipated, including additional field studies. Mitigative
measures to avoid, minimize, or compensate for potential adverse impacts to the bridge or
other affected historic properties may be required.

U.S. Fish & Wildlife Service and West Virginia Division of Natural Resources regarding
potential effects to rare, threatened, or endangered species. Impacts to Spring Creek are
expected to be limited to temporary access and cofferdams. A mussel survey in accordance
with 2014 West Virginia Mussel Survey Protocols is anticipated, based on upstream drainage
area at the project site (> 10 mi2). The Williams Drive Extension site (Alternative 3) will
include the removal of some trees. Proposed tree clear areas will be screened for potential
summer habitat characteristics for Indiana bat (endangered), and northern long-eared bat
(proposed endangered).

WV Department of Environmental Protection and other state and local environmental
regulatory agencies regarding the potential for legacy impacts from petroleum or
hazardous substances in the project area, including properties proposed for right-of way
(ROW) acquisition. A Phase I Environmental Site Assessment covering the project area and
any proposed ROW acquisitions is anticipated. The total impacted area at each site appears
to be less than 3 acres which will qualify for a NPDES notice of intent letter, rather than a
general stormwater permit.

U.S. Army Corps of Engineers regarding requirements associated with obtaining permits
under Section 404 of the Clean Water Act. B&N will prepare required permit application
documents, in cooperation with WVDOH. Jurisdictional impacts to Spring Creek are, at
this time, expected to be limited to temporary access structures and cofferdams. It is
Project No. 53313
3.0 PROPOSED ALTERNATIVES
3.1
No Build Option
Due to the deteriorated condition of the bridge and forecasted traffic volumes, the No Build
Alternative would result in eventual failure due to traffic congestion of the existing intersections
and roadways. The structure would also continue to deteriorate until complete replacement was
unavoidable. The No Build Alternative is not a viable option. Therefore, no further investigation
was performed.
3.2
Description of Build Alternatives Considered
Various alternatives were reviewed during the development of this design study. Each alternative
was carried forward to the point at which it was no longer feasible. Appendix A includes site
photographs. Appendix C includes preliminary cost estimates. Appendix E includes plans, typical
sections, and details of the alternatives.
The proposed alternatives include:
Alternative 1A:
Alternative 1B:
Alternative 2A:
Alternative 2B:
Alternative 3:
Alternative 4:
Rehabilitate Bridge using Upstream Temporary Detour;
Replace Bridge using Phased Construction;
Replace Bridge using Downstream Temporary Detour;
Replace Bridge using Upstream Temporary Detour;
Replace Bridge using Williams Drive Detour; and
Replace Bridge using ABC -Lateral Slide.
ALTERNATIVE 1A: REHABILITATE BRIDGE
Build Alternative 1A proposes to replace the reinforced concrete deck and maintain the current
configuration of three 10-foot lanes. The existing substructure and remaining portions of the
existing superstructure will be rehabilitated and re-used. Visible existing and proposed concrete
will be coated for protection. A 175-foot long, single-span temporary bridge to the upstream side
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Design Study Report
Final Submission
Colonel Ruby Bradley Bridge, Spencer, WV
May 6, 2015
3.0 PROPOSED ALTERNATIVES
will be installed to maintain traffic. The temporary bridge will include a minimum of two 10’
lanes and a 5’ sidewalk. Reverse curves will be needed on the approach which meet a 25-mph
design speed. The profile of the temporary detour is set to 5 percent max. to accommodate ADA
requirements. B&N consulted with representatives from Mabey Bridge to prepare this report and
more information is included in Appendix D.
ALTERNATIVE 1B: REPLACE BRIDGE USING PHASED CONSTRUCTION
Recent bridge inspection reports rated the existing beams in fair condition but noted that areas
that had been repaired with epoxy injection of cracks and grouting of spalls were in good
condition. Chloride ion sampling and testing was performed by WVDOT to determine the level of
chloride contamination on the substructure units. The testing was summarized in a memorandum
dated January 15, 2015 by Clifford J. Skeens. The testing indicated that advanced contamination is
present, averaging 3.6 to 17.4 lb/cy. In this case, extraction of the chlorides will not be feasible. The
depth of the patching repairs cannot be reasonably set to remove the contaminated concrete.
Ongoing corrosion of the reinforcing steel will likely result in additional deterioration adjacent to
the new repairs. The durability of the structure would be short-term.
The existing upstream beam and sidewalk will be demolished, making room for the construction
of three new beams that support 23 feet of bridge deck, a 5’-6” sidewalk and a 1-foot combo rail.
The new beams would be supported by integral abutments and multi-column piers which will
also be constructed in phases. The new three-span structure will allow for placement of the piers
between the existing pier locations. The proposed abutments will be set behind the existing wall
type abutments and feature 2:1 spill through slopes with 3’ thick foundation protection material.
Two 10’-9½” travel lanes will be available on the existing structure throughout this phase. A
temporary barrier will be anchored 1’-0” from the edge of construction to provide safety to
motorists during construction. The existing pier caps will need to be notched at the ends to allow
for construction of one of the new beams.
Particular care would have to be taken during the removal of the existing bridge deck, both to
prevent debris from falling into Spring Creek and to protect the underlying concrete beams. A
strip approximately 3 feet wide centered along each beam would need to be removed with hydro
demolition or other controlled methods to preserve the existing reinforcing steel in the beams. The
original design plans do not indicate the presence of any reinforcing steel in the top of the
diaphragms. The demolition method used away from the beams lines could be used over the
diaphragms, provided that the top surface of the diaphragms are sufficiently roughened to
facilitated the bonding of the new deck to the existing concrete.
If this alternative is selected, structural analysis of the beams with deck removed is required and
likelihood of passing is unknown at this time. The load rating of the existing bridge is 41 tons for
the HS inventory rating, as calculated by District 3 in 2011.
Build Alternative 1B will provide two 11-foot and two 12-foot travel lanes, two 2-foot shoulders,
and two 5’-6” sidewalks. A portion of the existing structure will be utilized for temporary traffic
control before being replaced.
Upon completion of the first phase of construction, the two travel lanes will be shifted to the
newly constructed bridge deck. In this phase the temporary lanes will be 10-feet wide. The
remainder of the existing bridge will be removed, and three new beams will be constructed. This
phase includes the addition of 31 feet of bridge, which includes a 5’-6” sidewalk and 1-foot rail. A
temporary barrier will be anchored 1’-0” from the edge of construction to provide safety to
motorists during construction.
A 2’-6” closure pour will tie the two phases of construction together. The downstream curb line
will not change in this alternative, which is less desirable than the other alternatives due to the
offset that is already present in the existing curb line. The completed 3-span structure will have a
63’ out-to-out width and 250’ length.
Alternative 1A does not provide additional lanes; therefore, this option would not accommodate
forecasted traffic volumes. This alternative would also result in significant, ongoing maintenance
costs as compared to other alternatives since the original structure, built in 1932, would remain.
This alternative does not meet the purpose and need of the project.
Alternative 1B has an estimated construction cost of $5,417,000. A cost premium of $275,000 was
included for the challenges faced during phased construction.
Alternative 1A has an estimated construction cost of $2,020,000. The 175 foot-long, temporary
detour bridge was estimated at $100 per square foot for a total cost of $522,000. Additional cost
may arise during design and construction phases that could not be anticipated in advance.
Build Alternative 2A proposes to replace the bridge on the existing alignment (full width
construction). The new 3-span structure will have a 63’ out-to-out width and 250’ length. The
completed structure will provide two 11’-0” lanes, two 12’-0” lanes, two 2’-0” shoulders, two 5’-6”
sidewalks, and two 1’-0” rails. A 175-foot long, single-span temporary bridge to the downstream
side will be installed to maintain traffic. Embankment will be placed in the Save-A-Lot parking lot
(Photo 10). The temporary bridge will include a minimum of two 10’ lanes and a 5’ sidewalk.
Reverse curves will be needed on the approach which meet a 25-mph design speed. The profile of
the temporary detour is set to 5 percent max. to accommodate ADA requirements. B&N consulted
Project No. 53313
ALTERNATIVE 2A: REPLACE BRIDGE USING DOWNSTREAM TEMPORARY DETOUR
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Design Study Report
Final Submission
Colonel Ruby Bradley Bridge, Spencer, WV
May 6, 2015
3.0 PROPOSED ALTERNATIVES
with representatives from Mabey Bridge to prepare this report and more information is included
in Appendix D.
Alternative 2A has an estimated construction cost of $5,730,000. The 175 foot-long, temporary
detour bridge was estimated at $100 per square foot for a total cost of $522,000.
ALTERNATIVE 2B: REPLACE BRIDGE USING UPSTREAM TEMPORARY DETOUR
Build Alternative 2B proposes to replace the bridge on the existing alignment (full width
construction). The new 3-span structure will have a 63’ out-to-out width and 250’ length. The
completed structure will provide two 11’-0” lanes, two 12’-0” lanes, two 2’-0” shoulders, two 5’-6”
sidewalks, and two 1’-0” rails. A 175-foot long, single-span temporary bridge to the upstream side
will be installed to maintain traffic. The temporary bridge will include a minimum of two 10’
lanes and a 5’ sidewalk. Reverse curves will be needed on the approach which meet a 25-mph
design speed. The profile of the temporary detour is set to 5 percent max. to accommodate ADA
requirements. B&N consulted with representatives from Mabey Bridge to prepare this report and
more information is included in Appendix D.
Alternative 2B has an estimated construction cost of $5,728,000,. The 175 foot-long, temporary
detour bridge was estimated at $100 per square foot for a total cost of $525,000.
ALTERNATIVE 3: REPLACE BRIDGE USING WILLIAMS DRIVE DETOUR
Build Alternative 3 also proposes to replace the bridge on existing alignment (full width
construction). The new 3-span structure will have a 63’ out-to-out width and 250’ length. The
completed structure will provide two 11’-0” lanes, two 12’-0” lanes, two 2’-0” shoulders, two 5’-6”
sidewalks, and two 1’-0” rails.
A new 80 foot long bridge is proposed on the south end of Williams Drive at Market Street
intersection with US 119 (Photos 11 & 12). The bridge will assume two 12’ lanes, 3’ shoulders, and
one 5’-6” sidewalk. For the temporary condition, it can be striped as three 10’ lanes and 5’-6”
sidewalk. The profile uses a maximum 12 percent roadway grade. A permanent traffic signal and
temporary left turn lane on US Route 119 will be needed at the new intersection. The southbound
through lane is shifted onto the southbound shoulder to make room for the temporary turn lane
(Photo 13).
Alternative 3 has an estimated construction cost of $7,613,000, of which approximately $2,500,000
is related to the cost of the Williams Drive Extension.
Project No. 53313
ALTERNATIVE 4: REPLACE BRIDGE USING ABC - LATERAL SLIDE
Build Alternative 4 proposes to construct the full-width bridge upstream of existing on temporary
bents (Photo 14). The new 3-span superstructure will have a 63’ out-to-out width and 250’ length.
While supported by the temporary bents, the bridge will be used to maintain traffic during
demolition of the existing bridge and construction of the new piers and abutments. The contractor
will slide the new bridge into place using lateral jacking operations during night time closures.
An incentive/disincentive clause will be used for this alternative. The completed structure will
provide two 11’-0” lanes, two 12’-0” lanes, two 2’-0” shoulders, two 5’-6” sidewalks, and two 1’-0”
rails.
This Accelerated Bridge Construction (ABC) technique has been used on various structures in the
United States. FHWA has guidance for lateral slides on their website. WVDOT is proposing to use
a similar procedure on the Basnettville Bridge in Marion County. Compared to most bridge
replacement projects in West Virginia, the Ruby Bradley Bridge site is particularly well-suited for
sliding: a practical detour does not exist, high traffic volumes, the framing is square, the existing
alignment is preferred, a staging area is present adjacent to the bridge, and temporary foundations
are feasible.
Temporary low speed shift in traffic lanes is anticipated. Emergency vehicles should be allowed to
interrupt or cross during the slide. The approach slabs will be partially constructed on top of
geotextile reinforced fill during the initial phase. A 2 foot gap will remain to allow for the
abutment diaphragm to slide into place. Traffic will be maintained using steel plates until the
closure pour can be made (see abutment section in Appendix D). The grade of US Route 119 will
be accommodated by adjusting the bearing height down while in the temporary position.
Alternative 4 has an estimated construction cost of $5,464,000. This includes a cost of $142,500 for
equipment and labor to perform the slide. The temporary bents are estimated at $316,800 and
premium for additional engineering and construction services related issues of $185,000.
3.3
Utilities
Several utilities are located within the project area all around the existing bridge. The overhead
electric, telephone, and cable lines paralleling the upstream edge of deck will conflict with the
proposed construction and will need relocated (Photo 15). Underground telephone and signal
poles on the southwest corner of the bridge will be in conflict. The sanitary sewer line below Span
2 will conflict with all alternatives except Alternative 1A. Various sanitary sewer lines and
manholes below Span 5 will need relocated (Photo 16). A gas line is located at the upstream end of
Abutment 2 and will be impacted by the proposed alternatives. An exposed sewer line in the creek
parallels the downstream side of the bridge and would be affected by the Alternative 2A detour
(Photo 17). However, this pipe is not in service and should be demolished.
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Design Study Report
Final Submission
Colonel Ruby Bradley Bridge, Spencer, WV
May 6, 2015
3.0 PROPOSED ALTERNATIVES
The Williams Drive Extension project area for Alternative 3 also includes various utilities.
Relocations will be required for water, gas, overhead electric, and overhead and underground
fiber-optic telephone (Photos 18-20). The bridge will span over the sanitary sewer line which
should not be affected.
Utility relocation costs have been provided by WVDOT and are included in the cost estimate.
3.4
Major Drainage Requirements
No pipes 36” or larger are required for this project.
3.5
Constructability Issues
A three-span bridge has been proposed to limit the girder lengths to 100 feet which should be
deliverable to the site. Although the piers are proposed out of the normal flow of Spring Creek,
cofferdams and de-watering will be required. Alternative 1A will not accommodate forecasted
traffic volumes and will present ongoing maintenance issues due to rehabilitation and re-use of
the existing structure. Temporary shoring will be required on both approaches during the phased
construction of Alternative 1B. Closure pours are included in Alternative 1B to allow for splicing
the rebar and differential deflection of the decks. Prior to the bridge construction, adequate time
should be allowed for the relocation of various utilities. The Williams Drive Extension Bridge will
have complex framing due to the flared edges of the bridge needed for the turning radius of trucks
combined with curved horizontal and vertical alignment. Construction of the temporary detour on
the downstream side of the bridge will allow time for the overhead utilities to be relocated.
Construction of the temporary detour on the upstream side of the bridge will allow time for the
building demolition.
3.6
Temporary Traffic Control
Schematic plans which apply for all alternatives are included in Appendix E.
It has been suggested that there is a 10-mile detour over County Routes that most people would
use if this bridge was out of service. However, the official detour for truck traffic would be US 33
to Ripley, I-77 to Charleston, I-79 to US Route 119, which is approximately 97 miles, on a bridge
with a 10,300 ADT. Another local detour option would include using the North Market Street
Bridge, Front Street, George Street, Prospect Street, Hill Street, and Pike Street (See dashed line on
Location Map). This local detour would be considered single-lane two-way traffic in some
locations. It has very steep vertical grade and through low income residential areas, but is all
paved. Using a series of flaggers might make it viable for short-term, night closures for cars and
small emergency vehicles. Likewise, no feasible detour is available for the duration of bridge
construction.
Project No. 53313
The Williams Drive Extension detour route is approximately 5,000 feet long (Photos 21-27) and
includes the construction of a new permanent bridge over Spring Creek (Photo 28). Adding
another crossing provides redundancy to the transportation system. There is an existing two-lane
bridge on Williams Drive crossing Goff Run. This bridge should handle the detour traffic as it is a
modern pre-cast slab bridge and is currently accommodating commercial truck traffic to WalMart
and other businesses.
All of the alternatives propose a minimum of two-lanes for the temporary condition. B&N has
proposed to close the north leg (North Main Street) of the intersection (Photo 29). This will allow
re-phasing of the signal and eliminate the turn lane on the bridge during construction. The
remaining three legs of the intersection will utilize a two-phase signal. Eastbound and westbound
traffic will receive a green signal simultaneously. All westbound left turning traffic will have to
yield to eastbound traffic. Traffic leaving Wendy’s, the US Post Office, and the Hardman’s
hardware store and wanting to go Eastbound would be detoured to Court Street then to Market
Street to make a left onto US Route 33 East. B&N performed a capacity analysis of the temporary
condition which was submitted on March 27, 2015. The results of the analysis indicate that the 2phase signal operation will provide an overall level of service B, similar to the current condition.
The signal timing should be adjusted in the field and be set to maximize the green time for the
eastbound/westbound phase. The northbound approach has over 2,000 feet of storage space
available and if necessary, operation on this approach should be sacrificed in the peak hour to
ensure the westbound queues will not extend to the Williams Drive intersection.
The turning radius from US Route 119 onto the bridge will be tight. B&N evaluated this turning
radius and found it to be feasible. The turning radius during the construction of Alternative 1B
will be an issue for trucks coming from US 119. The proposed structure would need to be flared to
accommodate this, increasing the cost of the alternative.
3.7
Pedestrian Facilities
A 5’-0” wide sidewalk will remain in service throughout construction in Alternatives 1, 2 and 4
with two 5’-6” sidewalks available on the completed structure. During construction of Alternative
3, temporary pedestrian access can be provided on the Williams Drive Extension; however, the
steep grade will not comply with ADA requirements and is a long detour for pedestrians. An
existing concrete pedestrian bridge is located 1200’ upstream (Photo 30). However, the east
approach is an unimproved hill side (Photo 31). It may be possible to install a temporary
elevator/lift system at this location for approximately $150,000, as well as a pedestrian walkway
between Tractor Supply Co. and Tudors Biscuit World to connect this pedestrian bridge with the
sidewalk along Williams Drive. Another option would be to provide a temporary pedestrian
bridge that meets ADA grades for estimated cost of $300,000.
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Design Study Report
Final Submission
Colonel Ruby Bradley Bridge, Spencer, WV
May 6, 2015
3.8
3.0 PROPOSED ALTERNATIVES
Bicycle Facilities
Bicycle lanes have not been required for this project. Although dedicated bicycle lanes have not
been included, the bicycles are accommodated within the proposed typical section per DD-813 by
using wider 12-foot lanes and 2-foot shoulders. This is similar to the other streets in Spencer,
although large shoulders do exist on US Route 119 (Photo 13).
3.9
Proposed Right-of-Way
Proposed right-of-way takes will be required for the construction of the bridge. The Richard’s
Tractor Sales property will be acquired for all alternatives to allow the addition of the North Main
Street turn lane (Photo 32). There are also large cracks in the foundation of this building that is in
contact with bridge abutment (Photos 33 and 34). Many of the alternatives require acquisition of a
portion of the Save-A-Lot parking lot and the temporary detour will require temporary
construction easement (TCE) in this area (Photo 35). Alternative 3 will require takes from the
Roane County Economic Development Authority and Roane County Family Health Care, Inc.
(Photo 36). The construction of the cut slope in the front yard of the Joint Base, West Virginia
National Guard, ASL Operation will render the existing loading dock driveway unusable (Photo
37). B&N evaluated the addition of a retaining wall to minimize cut, but this retaining wall still
did not provide the turning radii necessary to accommodate large trucks. Likewise, an alternate
loading dock layout is provided. Alternative 4 requires TCE from the Sisters Properties, LLC for
the temporary construction staging of the bridge before the slide (Photo 38). If development of this
property occurs before the project is advertised, the feasibility of the TCE will be impacted. See
Appendix E for the ownership index and property map.
3.10
Hydraulic Performance
The reach of Spring Creek throughout the project site is part of a detail FEMA flood insurance
study zoned AE. According to the flood insurance rate map (included in Appendix D), the 100year flood elevation near the Col. Ruby Bradley Bridge is Elev. 725.
The low steel of all alternatives have excess freeboard over this elevation. The existing abutments
are wall-type, but it was observed that approach fill wraps around the abutment and reduces the
waterway opening just upstream and downstream of the bridge. As a result, many of the
alternatives propose spill through slopes, which are estimated to have little impact on the
hydraulic openings. The hydraulic data that B&N prepared for the North Market Street Bridge has
been displayed on the situation plans for an approximation of the anticipated flood elevations.
Flooding occurred in June 2013, which may have peaked near the top of the arch on North Market
Street (Photos 39 & 40) near Elevation 717. The Williams Drive Bridge over Golf Run was
overtopped (Photo 41). This magnitude of flooding may occur on less than a 10-year frequency.
Alternative 1A will have the smallest waterway opening with all four piers remaining.
Project No. 53313
The 100-year flood elevation near the Market Street intersection with US Route 119 is 726 and
encroaches onto the roadway. The deck of the proposed William Drive Extension Bridge will be
below this elevation. Although a larger opening at Ruby Bradley may help reduce the impact
upstream, private residential property is within 100’ of the bridge limits and would likely be
impacted. The previous truss bridge located downstream of the existing bridge has been removed.
The new development of Sisters Properties, LLC has placed fill below the 100-year flood plain.
Both change affect the hydraulic performance of the stream in the area and should be accounted
for in the modeling.
3.11
Bridge Aesthetics and Lighting
The location of bridge is highly visible from all sides to restaurants, shopping areas, and
commuters. The demolition of the Richard’s Tractor Sales building would further increase the
visibility of the bridge to the post office area.
The existing bridge has ornamental light posts at each end of the perforated concrete barrier
(Photo 42). The bridge fascia contains curved outriggers at the diaphragm locations. The piers
have arched caps.
The proposed structures will include black aluminum ornamental street lights similar to those
found throughout downtown Spencer (Photo 43). The lights would be mounted to the top of the
bridge combo rail at six locations on each side of the bridge. The concrete barrier will be formlined
to provide an architectural surface to the concrete. The texture of the formliner will be selected to
resemble the local architectural theme of the buildings in the downtown area. The exposed
concrete will be sealed with a protective coating with a color selected to accentuate the details.
Other options to enhance the structure could include: black steel or aluminum fence-type railing,
staining the formlined areas with multiple colors, extending combination railing or fencing onto
the approaches, rather than using standard guardrail, and pier design to replicate the details of the
existing bridge. Upon request of the Division, further discussion and exhibits of these options can
be provided.
3.12
Other Considerations
The following should be considered during the review of this office review submission.

A detour route behind Save-A-Lot was considered in the previous location of an old truss
bridge, which has since been demolished. This detour option was found to be non-viable
due to impacts to Save-A-Lot and the lumber facility. Additionally, a portion of this detour
route would only accommodate a single lane.

Access management improvements to the Wendy’s parking lot may be considered to
7
Design Study Report
Final Submission
Colonel Ruby Bradley Bridge, Spencer, WV
May 6, 2015
3.0 PROPOSED ALTERNATIVES
further enhance the function and safety of the intersection.

The addition of turn lanes on US Route 119 and North Main Street was suggested in the
lane schematic from WVDOT Traffic Section. The addition of these turn lanes was
considered beyond the scope of this study. Should the turn lanes be requested, additional
evaluation of the intersection turning radius would be required to determine the needed
pavement width. If additional pavement width is needed along US Route 119, the fill will
impact the 100 year flood plain and hydraulic analysis would be required to determine the
impacts. The use of a retaining wall to mitigate this impact may be a possible solution.
Project No. 53313
8
Design Study Report
Final Submission
Colonel Ruby Bradley Bridge, Spencer, WV
May 6, 2015
3.0 PROPOSED ALTERNATIVES
Table 2
Comparison of Alternatives
Number
Alternative
1A
Rehabilitate
Bridge using
Upstream Detour
1B
Replace Bridge
using Phased
Construction
2A
Replace Bridge
using
Downstream
Temporary
Detour
2B
Replace Bridge
using Upstream
Temporary
Detour
3
Replace Bridge
using Williams
Drive Detour
4
Replace Bridge
using ABC Lateral Slide
Project No. 53313
Bridge
Width
(feet)
42
63
63
63
63
63
Bridge
Length
(feet)
# of Spans
&
Span Lengths (ft)
227
5 Spans
@
40, 40, 50, 40, 40
250
3 Spans
@
75, 100, 75
250
3 Spans
@
75, 100, 75
250
3 Spans
@
75, 100, 75
250
3 Spans
@
75, 100, 75
250
3 Spans
@
75, 100, 75
Impact to
Traffic During
Construction
Moderate
High
Re-use of
Existing
Structure
Hydraulic
Performance
Redundancy of
Transportation
System
Utility
Impacts
Right-of-Way
Impacts
Right-ofWay
Costs
Construction
Costs
1 Business
Displaced,
Necessary
TCE in
Development
Pad
$580,000
$2,001,000
1 Business
Displaced
$550,000
$5,397,000
$600,000
$5,703,000
$580,000
$5,704,000
$940,000
$7,702,000
$580,000
$5,452,000
Re-use of
beams, piers
and abutments
Acceptable,
Most Piers in
Stream
Lacking
High
(less one
sewer)
All new
construction
Best, Less
impact from
Temporary
Structure
Lacking
High
All new
construction
Better,
Temporary
Impact needs
Evaluation
Lacking
High
Moderate
All new
construction
Better,
Temporary
Impact needs
Evaluation
Lacking
High
Longer Detour
All new
construction
New Structure
in Floodway
needs
Evaluation
Two Bridges,
Alternate Access
Extreme
All new
construction
Best, Less
impact from
Temporary
Structure
Lacking
High
Moderate
Low; due to
shorter
Duration
1 Business
Displaced,
TCE will
impact
parking area
of Business
1 Business
Displaced,
Necessary
TCE in
Development
Pad
1 Business
Displaced,
Loading Dock
Drive Affected
to WVARNG
1 Business
Displaced,
Necessary
TCE in
Development
Pad
9
Design Study Report
Final Submission
Colonel Ruby Bradley Bridge, Spencer, WV
May 6, 2015
4.0 CONCLUSIONS
4.0 CONCLUSIONS
A preferred alternative will not be selected at this time. The following conclusions may be inferred
from this report:







The No Build Alternative is not feasible.
The least cost option, Alternative 1A, would only provide a short-term structural solution
and offers no relief for traffic congestion.
Phased construction in Alternative 1B increases the length of the project and duration of
two-lane temporary traffic control. The additional joints provide a less durable structure. It
is the 2nd least cost and better hydraulic performance during construction.
Benefits of Alternative 2A include a faster start-up for the contractor not being delayed with
the overhead utility relocations and a slightly improved alignment to the intersection. In a
significant flood event, there may be benefits of having the temporary bridge on the
downstream side. It is economically feasible.
The upstream detour used Alternative 2B has less impact on the Save-A-Lot parking area.
Alternative 3 is the only solution that provides additional redundancy in the transportation
system. This is the highest cost alternative. Hydraulic modeling of the Williams Drive
Extension Bridge is needed to determine if it is a viable solution. Additional alignments
could be investigated to raise the bridge, all of which will likely increase the cost.
Lateral bridge sliding of Alternative 4 will have the least impact on traffic and will perform
better hydraulically during construction. A higher level of risk is associated with the slide.
Project No. 53313
10
Design Study Report
Final Submission
Colonel Ruby Bradley Bridge, Spencer, WV
May 6, 2015
APPENDIX A
SITE PHOTOGRAPHS
Project No. 53313
Page A1 of A12
Appendix A
Photo 1: Typical traffic condition on existing bridge.
Photo 2: Intersection of US33 and Williams Drive at south end of bridge.
Note recent development of adjacent properties.
Photo 3: Aerial view of bridge and intersection of US33, US119 and North Main Street.
Photo 4: Turning lanes at intersection of US33 and Williams Drive.
Page A2 of A12
Appendix A
Photo 5: Existing bridge consists of CIP concrete T-beams and three-column piers.
Photo 7: East approach to bridge and turning lanes at US33 intersection with Williams Drive.
Photo 6: Downtown Main Street. Spencer, WV.
Photo 8: Sandy loam overburden along the banks of Spring Creek.
Page A3 of A12
Appendix A
Photo 9: North Market Street Bridge.
Photo 11: Proposed location of the Williams Extension, Alternative 3.
Photo 10: Save-A-Lot parking lot, adjacent to Ruby Bradley Bridge.
Photo 12: Looking toward Market Street from the parking lot at the WV National Guard building.
Page A4 of A12
Appendix A
Photo 13: Typical wide shoulder along US Route 119, just north of the proposed intersection with Market Street.
Photo 15: Overhead utility lines which parallel the upstream side of the existing bridge.
Photo 14: Upstream of existing bridge. Proposed location for Alternatives 1A, 2B and 4 temporary condition.
Photo 16: Sanitary manhole below Span 5 of the existing bridge.
Page A5 of A12
Appendix A
Photo 17: Abandoned aerial sewer crossing paralleling the downstream side of the existing bridge.
Photo 19: Gas pipeline within the proposed alignment of the Williams Extension, Alternative 3.
Photo 18: Utilities within the proposed alignment of the Williams Extension, Alternative 3.
Photo 20: Overhead lines within the proposed alignment of the Williams Extension, Alternative 3.
Page A6 of A12
Appendix A
Photo 21: Looking north near match existing point on Williams Drive Extension.
Photo 23: Looking north at Williams Drive detour route in front of Roane County Family Medical.
Note head-in parking along route will need to be eliminated.
Photo 22: Looking south near match existing point on Williams Drive Extension.
Photo 24: Looking south at Williams Drive detour route in front of Roane County Family Medical.
Note head-in parking along route will need to be eliminated.
Page A7 of A12
Appendix A
Photo 25: Looking south at Williams Drive detour route in front of Walmart.
Photo 27: Bridge and aerial gas line crossing Goff Run along the Williams Drive detour route.
Photo 26: Section of Williams Drive detour route with poor asphalt condition.
Photo 28: Spring Creek at the location of the proposed permanent bridge for the Williams Drive Extension.
Page A8 of A12
Appendix A
Photo 29: Looking along the southbound lane of North Main Street at the intersection of US33 and US119.
Photo 31: East approach to the existing pedestrian bridge. Note steep grade.
Photo 30: Pedestrian bridge adjacent to Walmart, approximately 1200’ upstream from Ruby Bradley Bridge.
Photo 32: Looking from North Main Street at Richard’s Tractor Sales.
Page A9 of A12
Appendix A
Photo 33: Large cracks in the foundation of the Richard’s Tractor Sales building.
Photo 35: Looking northwest through Save-A-Lot parking lot, adjacent to Ruby Bradley Bridge.
Photo 36: Sections of property owned by Roane County EDA and Roane County Family Health Care, Inc.
Photo 34: Foundation of Richard’s Tractor Sales in contact with Abutment 1 of Ruby Bradley Bridge.
Page A10 of A12
Appendix A
Photo 37: Loading dock at the Joint Base, West Virginia National Guard, ASL Operation.
Photo 39: Flooding at North Market Street Bridge in June 2013.
Photo 38: Upstream side of bridge. Location of required TCE for Alternatives 1A, 2B and 4, from Sisters Properties, LLC.
Photo 40: Flooding at North Market Street Bridge in June 2013.
Page A11 of A12
Appendix A
Photo 41: Flooding over Williams Drive in June 2013.
Photo 43: Typical light pole along North Main Street in Spencer.
Photo 44: Examples of possible aesthetic enhancements. Note street lights at 50 foot spacings
Photo 42: Existing typical lighting on Ruby Bradley Bridge.
Page A12 of A12
Appendix A
Photo 45: Elevation view of Three Springs Bridge over US 22 in Weirton, WV.
Photo 47: View of concrete stamping on the deck barrier and wingwall of Three Springs Bridge.
Photo 46: View of concrete stamping on the deck barrier of Three Springs Bridge.
Photo 48: Close-up view of concrete stamping on Three Springs Bridge.
Design Study Report
Final Submission
Colonel Ruby Bradley Bridge, Spencer, WV
May 6, 2015
APPENDIX B
DESIGN CRITERIA
Project No. 53313
APPENDIX B
SHEET 1 OF 3
STATE PROJECT U344-33-12.76
COLONEL RUBY BRADLEY BRIDGE REPLACEMENT
Design Study - Final Submission
US ROUTE 33
2013 ADT: 10,200 2033 ADT: 13,800
DESIGN CRITERIA CHART
DESIGN
PARAMETER
WVDOH
DESIGN
CRITERIA
PROVIDED DESIGN
Roadway
Classification:
Urban Collector
--
DD-610
Terrain
Mountainous
--
observed
Design Speed:
35 MPH
35 MPH
Assumed posted speed
Lane Width:
10' Lanes
10' min. lane width
12' max. lane width
DD-610
Outside
Shoulder Width:
2' Curb and Gutter
curb and gutter with 2' gutter
pan
Inside
Shoulder Width:
N/A
--
Horizontal Alignment:
(Min. Radius "ft")
371' (35 MPH; emax 4%)
N/A
(GDHS 2011, pg 3-32)
Vertical Alignment:
(Minimum K)
29 (crest) 35 MPH
49 (Sag) 35 MPH
no crest curves
no sag curves
(GDHS 2011, pg 3-155,3-161)
Grade:
12% max
3.70%
DD-610
Cross Slopes:
2% (traveled way normal
crown)
2% (traveled way normal
crown)
(GDHS 2011, pg 10-93)
Superelevation:
4% (max)
N/A
DD-610
Vertical Bridge
Clearance
14'
n/a
DD-610
REQUIRES
DESIGN
EXCEPTION
Design Criteria - US33
REFERENCE
REMARKS
CENTERLINE IS HELD TANGENT AND
LANES WILL SHIFT TO ACCOMMODATE
APPENDIX B
SHEET 2 OF 3
STATE PROJECT U344-33-12.76
COLONEL RUBY BRADLEY BRIDGE REPLACEMENT
Design Study - Final Submission
WILLIAMS DRIVE EXTENSION
2013 ADT: 5700 2033 ADT: N/A
DESIGN CRITERIA CHART
DESIGN
PARAMETER
WVDOH
DESIGN
CRITERIA
PROVIDED DESIGN
Roadway
Classification:
Urban Local Street
--
Terrain
Mountainous
--
observed
Design Speed:
20 MPH to 30 MPH
25 MPH
DD-610
Lane Width:
10' Lanes
12' max. lane width
DD-610
Outside
Shoulder Width:
2' Curb and Gutter
3' Paved Shoulder
DD-610
Inside
Shoulder Width:
N/A
--
DD-610
REQUIRES
DESIGN
EXCEPTION
REFERENCE
Horizontal Alignment:
(Min. Radius "ft")
198' (25 MPH; normal crown)
Vertical Alignment:
(Minimum K)
12 (crest) 25 MPH
26 (Sag) 25 MPH
12 (crest)
26 (sag)
DD-610
Grade:
12% max
11.5%
DD-610
Cross Slopes:
2% (traveled way normal
crown)
2% (traveled way normal
crown)
(GDHS 2011, pg 10-93)
Superelevation:
8% (max)
Normal Crown
DD-610
Vertical Bridge
Clearance
14'
n/a
DD-610
198'
198'
Design Criteria - Williams
(GDHS 2011, pg 3-55)
REMARKS
APPENDIX B
SHEET 3 OF 3
STATE PROJECT U344-33-12.76
COLONEL RUBY BRADLEY BRIDGE REPLACEMENT
Design Study - Final Submission
Clear Zone Table
PROVIDED DESIGN
Alignment
Design Speed
ADT
Clear Zone Width
Foreslope*
Backslope**
US Route 33
35 mph
10,200 (2013)
13,800 (2033)
16'-18' in fill (4:1 max)
16'-18' in cut (3:1 max)
4:1
3:1
Williams Drive Extension
25 mph
5,700 (2013)
N/A (2033)
12'-14' in fill (4:1 max)
12'-14' in cut (3:1 max)
4:1
3:1
*Column lists maximum slope found within the clear zone; slopes steeper than 4:1 will be protected with guardrail or other barrier
**Column lists maximum slope found within the clear zone; slopes steeper than 3:1 will be protected with guardrail or other barrier
Clear Zone Info
Design Study Report
Final Submission
Colonel Ruby Bradley Bridge, Spencer, WV
May 6, 2015
APPENDIX C
PRELIMINARY COST ESTIMATE
Project No. 53313
APPENDIX C
SHEET 1 OF 3
COLONEL RUBY BRADLEY BRIDGE DESIGN STUDY
COST COMPARISON OF ALTERNATIVES
ALT 1A = Rehabilitate Bridge and Replace Deck
ALT 1B = Replace Bridge using Phased Construction
ALT 2A = Replace Bridge using Downstream Temporary Detour
WVDOT
ALT 2B = Replace Bridge using Upstream Temporary Detour
Prepared By: MWL 7/31/14 Revised By: ASG/MWL 5/5/15
ALT 3 =
Replace Bridge using Williams Drive Detour
ALT 4 =
Replace Bridge using ABC -Lateral Slide
SUMMARY OF ESTIMATED QUANTITIES
ITEM
DESCRIPTION
COST INFORMATION
QUANTITY
UNITS
ITEM COST
UNIT COST
ALT 1A
ALT 1B
ALT 2A
ALT 2B
ALT 3
ALT 4
ALT 1A
ALT 1B
ALT 2A
ALT 2B
ALT 3
ALT 4
ROADWAY
201001-000
201002-001
CLEARING AND GRUBBING
EXISTING PAVEMENT REMOVAL
LS
SY
1
0
1
0
1
0
1
0
1
0
1
807
VARIES
$15.00
$10,000
$0
$10,000
$0
$12,000
$0
$10,000
$0
$22,000
$0
$12,000
$12,200
204001-000
MOBILIZATION
LS
1
1
1
1
1
1
VARIES
$45,420
$72,530
$76,680
$76,660
$91,850
$72,910
207001-001
211001-001
UNCLASSIFIED EXCAVATION
UNCLASSIFIED BORROW EXCAVATION
CY
CY
0
1,062
0
691
0
2,823
0
2,583
19,566
1,062
0
2,135
$10.00
$20.00
$0
$21,300
$0
$13,900
$0
$56,500
$0
$51,700
$195,700
$21,300
$0
$42,700
307001-000
AGGREGATE BASE COURSE, CLASS
CY
0
50
100
100
150
100
$38.00
$0
$1,900
$3,800
$3,800
$5,700
$3,800
SF
SF
8,111
10,686
10,008
2,000
15,391
2,000
16,299
2,000
$100,100
$8,000
$154,000
$8,000
$163,000
$8,000
280
280
280
280
$44,500
$70,000
$70,000
$70,000
$197,700
$12,000
$87,400
$96,800
$152,400
$8,000
178
$10.00
$4.00
$2.00
$250.00
$81,200
$42,800
SY
19,768
3,000
43,680
387
15,235
2,000
502001-012
ROADWAY PAVING AND SUBGRADE (SF)
ROADWAY OVERLAY (SF)
ROADWAY OVERLAY (WILLIAMS DRIVE ONLY) (SF)
12 INCH PORTLAND CEMENT CONCRETE APPROACH SLAB
DRAINAGE
LS
1
1
1
1
1
1
VARIES
$5,000
$2,000
$5,000
$5,000
$10,000
$5,000
606029-001
606030-001
FREE DRAINING BASE TRENCH
OUTLET PIPE
LF
LF
1,000
100
1,000
100
1,000
100
1,000
100
1,700
170
1,000
100
$10.00
$15.00
$10,000
$1,500
$10,000
$1,500
$10,000
$1,500
$10,000
$1,500
$17,000
$2,600
$10,000
$1,500
607001-001
607006-001
607037-001
607065-001
TYPE 1 GUARDRAIL, CLASS
THRIE BEAM GUARDRAIL BRIDGE TRANSITION
BUFFER END SECTION
FLARED END TERMINAL
LF
EA
EA
EA
100
0
0
0
325
4
4
3
425
4
4
3
313
4
4
3
413
8
4
3
363
4
4
3
$10.00
$800.00
$75.00
$1,200.00
$1,000
$0
$0
$0
$3,300
$3,200
$300
$3,600
$4,300
$3,200
$300
$3,600
$3,200
$3,200
$300
$3,600
$4,200
$6,400
$300
$3,600
$3,700
$3,200
$300
$3,600
CONCRETE SIDEWALK
SY
100
311
252
252
480
252
$55
$5,500
$17,200
$13,900
$13,900
$26,400
$13,900
610003-002
COMBINATION CONCRETE CURB AND GUTTER, TYPE II
LF
190
488
417
417
791
417
$50
$9,500
$24,400
$20,900
$20,900
$39,600
$20,900
636 ITEMS
636005-001
636017-001
636018-001
TEMPORARY TRAFFIC CONTROL
TEMPORARY STRUCTURE FOR MAINTAINING TRAFFIC
TEMPORARY CONCRETE BARRIER
REMOVE AND RESET TEMPORARY CONCRETE BARRIER
LS
SF
LF
LF
1
5,250
100
100
1
0
850
850
1
5,250
100
100
1
5,250
100
100
1
0
0
0
1
0
100
100
VARIES
$100
$40
$10
$35,000
$525,000
$4,000
$1,000
$60,000
$0
$34,000
$8,500
$35,000
$525,000
$4,000
$1,000
$35,000
$525,000
$4,000
$1,000
$3,000
$0
$0
$0
$35,000
$0
$4,000
$1,000
637001-001
WATER FOR DUST PALLIATIVE
MG
1,000
1,000
1,000
1,000
1,000
1,000
$20.50
$20,500
$20,500
$20,500
$20,500
$20,500
$20,500
638002-001
638003-001
RIGHT OF WAY MARKER
SURVEY MARKER
EA
EA
15
4
15
4
15
4
15
4
30
8
15
4
$74.00
$205.00
$1,200
$900
$1,200
$900
$1,200
$900
$1,200
$900
$2,300
$1,700
$1,200
$900
639001-001
CONSTRUCTION LAYOUT STAKE
LS
1
1
1
1
2
1
$10,000.00
$10,000
$10,000
$10,000
$10,000
$20,000
$10,000
640006-001
640003-001
SMALL FIELD OFFICE
BUILDING EQUIPMENT
MO
LS
9
1
18
1
12
1
12
1
18
1
12
1
$2,000.00
$9,000.00
$18,000
$9,000
$36,000
$9,000
$24,000
$9,000
$24,000
$9,000
$36,000
$9,000
$24,000
$9,000
642 ITEMS TEMPORARY EROSION AND SEDDIMENT CONTROL
LS
1
1
1
1
2
1
$5,000
$5,000
$5,000
$5,000
$5,000
$10,000
$5,000
652 ITEMS PERMANENT SEEDING AND MULCHING
LS
1
1
1
1
2
1
$20,000
$20,000
$20,000
$20,000
$20,000
$40,000
$20,000
660 ITEMS TRAFFIC SIGNALS
EA
0
0
0
0
1
0
$105,000.00
$0
$0
$0
$0
$105,000
$0
LS
1
1
1
1
1
1
$10,000.00
$10,000
$10,000
$10,000
$10,000
$10,000
$10,000
$938,000
$558,000
$1,110,000
$1,111,000
$1,099,000
$577,000
609001-001
640004-001
COMPUTER SYSTEM
COMPUTER SYSTEM FOR FIELD OFFICE
TOTAL ROADWAY COST
Burgess Niple, Inc. - Parkersburg
Printed 5/5/2015
$70,000
APPENDIX C
SHEET 2 OF 3
COLONEL RUBY BRADLEY BRIDGE DESIGN STUDY
COST COMPARISON OF ALTERNATIVES
ALT 1A = Rehabilitate Bridge and Replace Deck
ALT 1B = Replace Bridge using Phased Construction
ALT 2A = Replace Bridge using Downstream Temporary Detour
WVDOT
ALT 2B = Replace Bridge using Upstream Temporary Detour
Prepared By: MWL 7/31/14 Revised By: ASG/MWL 5/5/15
ALT 3 =
Replace Bridge using Williams Drive Detour
ALT 4 =
Replace Bridge using ABC -Lateral Slide
SUMMARY OF ESTIMATED QUANTITIES
ITEM
DESCRIPTION
COST INFORMATION
QUANTITY
UNITS
ITEM COST
UNIT COST
ALT 1A
ALT 1B
ALT 2A
ALT 2B
ALT 3
ALT 4
ALT 1A
ALT 1B
ALT 2A
ALT 2B
ALT 3
ALT 4
BRIDGE
203001-001
DISMANTLING STRUCTURE
LS
1
1
1
1
1
1
VARIES
$120,000
$80,000
$60,000
$60,000
$55,000
$60,000
212001-000
212002-000
212004-000
212005-000
218006-000
STRUCTURE EXCAVATION
WET EXCAVATION
COFFERDAM
SELECT MATERIAL FOR BACKFILLING
FOUNDATION PROTECTION
CY
CY
EA
CY
CY
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
868
760
2
59
1,147
$55
$150
$20,000
$80
$65
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$47,800
$114,000
$40,000
$4,800
$74,600
601002-001
601009-001
601019-001
601030-001
CLASS B CONCRETE
CLASS H CONCRETE
CONCRETE PROTECTIVE COATING
PATCHING CONCRETE STRUCTURES
CY
CY
SF
SF
0
169
8,965
593
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
536
0
0
0
$850
$1,000
$8
$150
$0
$169,000
$71,800
$89,000
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$455,600
$0
$0
$0
602001-001
602002-001
REINFORCING STEEL BAR
EPOXY COATED REINFORCING STEEL BAR
LB
LB
0
47,341
0
0
0
0
0
0
0
0
55,744
0
$1.35
$1.40
$0
$66,300
$0
$0
$0
$0
$0
$0
$0
$0
$75,300
$0
614001-003
HP10X42 STEEL PILE
LF
0
0
0
0
0
865
$55.00
$0
$0
$0
$0
$0
$47,600
615039-001
615075-001
JACKING STEEL SUPERSTRUCTURE
MISCELLANEOUS BRIDGE WORK, BEAM REPAIRS
LS
LS
0
1
0
0
0
0
0
0
0
0
1
0
$142,500
$170,000
$0
$170,000
$0
$0
$0
$0
$0
$0
$0
$142,500
$0
TEMPORARY BENTS
SLIDING PREMIUM FOR DESIGN AND INSPECTION
NEW STRUCTURE
NEW SUPERSTRUCTURE
FORMLINER
PHASED CONSTRUCTION PREMIUM
BRIDGE LIGHTING
LS
LS
SF
SF
SF
LS
LS
0
0
0
0
0
0
1
0
0
15,750
0
975
1
1
0
0
15,750
0
975
0
1
0
0
15,750
0
975
0
1
0
0
23,250
0
1,376
0
1
1
1
0
15,750
975
0
1
$316,780
$185,000
$225
$150
$22
VARIES
$56,000.00
$0
$0
$0
$0
$0
$0
$56,000
$0
$0
$3,543,800
$0
$21,500
$275,000
$56,000
$0
$0
$3,543,800
$0
$21,500
$0
$56,000
$0
$0
$3,543,800
$0
$21,500
$0
$56,000
$0
$0
$5,231,300
$0
$30,300
$0
$56,000
$316,800
$185,000
$0
$2,362,500
$21,500
$0
$56,000
TOTAL BRIDGE COST
SUBTOTAL CONSTRUCTION COST
CONSTRUCTION CONTINGENCY (19%)
Note: Williams Drive Extension is approximately $2,500,000 of the total for Alternative 3.
TOTAL CONSTRUCTION COST
PERCENT DIFFERENCE FROM LOWEST
Burgess Niple, Inc. - Parkersburg
Printed 5/5/2015
$743,000
$3,977,000
$3,682,000
$3,682,000
$5,373,000
$4,004,000
$1,681,000
$4,535,000
$4,792,000
$4,793,000
$6,472,000
$4,581,000
$320,000
$862,000
$911,000
$911,000
$1,230,000
$871,000
$2,001,000
$5,397,000
$5,703,000
$5,704,000
$7,702,000
$5,452,000
0%
170%
185%
185%
285%
172%
APPENDIX C
SHEET 3 OF 3
COLONEL RUBY BRADLEY BRIDGE DESIGN STUDY
COST COMPARISON OF ALTERNATIVES
ALT 1A = Rehabilitate Bridge and Replace Deck
ALT 1B = Replace Bridge using Phased Construction
ALT 2A = Replace Bridge using Downstream Temporary Detour
WVDOT
ALT 2B = Replace Bridge using Upstream Temporary Detour
Prepared By: MWL 7/31/14 Revised By: ASG/MWL 5/5/15
ALT 3 =
Replace Bridge using Williams Drive Detour
ALT 4 =
Replace Bridge using ABC -Lateral Slide
SUMMARY OF ESTIMATED QUANTITIES
ITEM
DESCRIPTION
COST INFORMATION
QUANTITY
UNITS
ALT 1A
ALT 1B
ALT 2A
ALT 2B
ALT 3
ALT 4
ALT 1A
ALT 1B
ALT 2A
ALT 2B
ALT 3
ALT 4
MONPOWER2
FRONTIER
SPENCER WATER COMMISION
SPENCER SANITARY BOARD
CONSUMER GAS COMPANY
LUMOS NETWORKS
LS
LS
LS
LS
LS
LS
0
0
0
0
0
0
0
0
0
50,000
0
0
0
5,000
0
50,000
10,000
0
0
0
0
50,000
10,000
0
60,000
35,000
25,000
60,000
15,000
35,000
0
0
0
60,000
0
0
VARIES
VARIES
VARIES
VARIES
VARIES
VARIES
$0
$0
$0
$0
$0
$0
$0
$0
$0
$50,000
$0
$0
$0
$5,000
$0
$50,000
$10,000
$0
$0
$0
$0
$50,000
$10,000
$0
$60,000
$35,000
$25,000
$60,000
$15,000
$35,000
$0
$0
$0
$60,000
$0
$0
RIGHT-OF-WAY COSTS2
LS
1
1
1
1
1
1
VARIES
$580,000
$550,000
$600,000
$580,000
$940,000
$580,000
$0
$50,000
$65,000
$60,000
$230,000
$60,000
$2,581,000
$5,997,000
$6,368,000
$6,344,000
$8,872,000
$6,092,000
$259,000
$600,000
$637,000
$635,000
$888,000
$610,000
$2,840,000
0%
$6,597,000
132%
$7,005,000
147%
$6,979,000
146%
$9,760,000
244%
$6,702,000
136%
TOTAL UTILITY COST
PROJECT SUBTOTAL
1
Miscellaneous includes Engineering, Construction Services, Legal, Permits,etc.
MISCELLANEOUS 1 (10%)
2
Utility and R/W costs are adjusted based on new alternative layout and using
estimates provide by WVDOT.
TOTAL PROJECT COST
PERCENT DIFFERENCE FROM LOWEST
Burgess Niple, Inc. - Parkersburg
ITEM COST
UNIT COST
Printed 5/5/2015
Design Study Report
Final Submission
Colonel Ruby Bradley Bridge, Spencer, WV
May 6, 2015
APPENDIX D
EXHIBITS
Project No. 53313
Appendix D - Sheet D1 of 6
Appendix D - Sheet D2 of 6
Appendix D - Sheet D3 of 6
Appendix D - Sheet D4 of 6
Appendix D - Sheet D5 of 6
PROJECT NUMBERS
STATE
12" PORTLAND CEMENT CONCRETE APPROACH
INCREASE DEPTH OF CONCRETE PAVEMENT
SUCH THAT PAVEMENT IS 12" THICK
SEE
20'-0"
ROADWAY
RDWY. PVMT. TRANSITION
SLAB ITEM 502001-012 (SEE NOTE C3, SHT 5 OF 5)
20'-0" (MEASURED ALONG PGL)
DETAILS
16'-0"
4'-0" MIN.
SEE DETAIL A,
SHT 5 OF 5
(ALONG PGL)
SEE DETAIL B
BELOW
FABRIC FOR SEPARATION,
F
ON O G AND
I
T
A
ALL
FIN
E
INST RPROO R TO B HT
U
E
WAT URE PO ITH NIG
W
S
CLO LETED ILE
OF
P
COM URE WH 2 LANES
S
CLO TAINING
MAIN FIC.
F
TRA
FEDERAL
2 LAYERS ITEM 207034-000
TOTAL
Appendix D - Sheet D5 of 6
12" PORTLAND CEMENT CONCRETE APPROACH
SLAB ITEM 502001-012 (SEE NOTE C3, SHT 5
OF 5)
SEE DETAIL B
BELOW
FABRIC FOR SEPARATION,
2 LAYERS ITEM 207034-000
4'-0"
CLOSURE POUR
TO
ATE 4'
L
P
EL
R
STE GE OVE IDE
L
BRID AFTER S
GAP BEFORE R
U
AND URE PO
S
CLO
SEE DETAILS SHT 4 OF 5.
INCIDENTAL TO APPROACH SLAB
ITEM 502001-014
MAX. MAX.
1
2"
MAX.
MAX.
1
8"
1
2"
SLEEPER SLAB ALTERNATIVES,
IF FREE DRAINING BASE
COURSE THEN ADD
OUTLET TO INTERCEPT
ANY POTENTIAL FLOW INTO
ABUTMENT BACKFILL
1
8"
1
2"
1
2"
SEE DETAIL B, SHT 5 OF 5
SHEET
NO.
COUNTY
DISTRICT
EPS
EPS
MATERIAL
MATERIAL
WOVEN GEOTEXTILE (TYP.)
S
ES
ACC
W
ALLO N OF
O
T
2'-0"
ATIO
USE INSTALL ATERDE
FOR RENE W TER SLI
P
F
NEO FING A
O
PRO
SEE NOTE C2 ON
SHEET 5 OF 5
INCREASE THICK. OF
AGGREGATE BASE
COURSE TO 12"
1
•
:
1
OR
LIMITS OF REINFORCED
BRIDGE APPROACH FILL
FABRIC WALL
F
LA
T
T
E
R
LOW
E
B
"
8
PS 1
E
D
OW
EN
EXT TO ALL OF
N
T
SEA LLATIO ATERA
DE
INST RENE W TER SLI
P
F
NEO FING A
O
PRO
PART NOT
SHOWN IS
SAME AS
INTEGRAL
ABUTMENT
SEE DETAIL A
BELOW
CLASS I AGGREGATE
TYP. ALL LAYERS
PER SECTION 704.6
OF THE STANDARD
SPECIFICATION
SEE DETAIL A
BELOW
LIMITS OF STRUCTURE
EXCAVATION
LIMITS OF STRUCTURE
EXCAVATION
5'-0" MIN.
LIMITS OF IMPERMEABLE
5'-0" MIN.
GEOMEMBRANE INCIDENTAL
TO ITEM 645001-001
LIMITS OF IMPERMEABLE
GEOMEMBRANE INCIDENTAL
TO ITEM 645001-001
SEE
NOTE C2
ON SHEET
5 OF 5
WOVEN
FABRIC
C
L
4% SLOPE
IMPERMEABLE
GEOMEMBRANE
TO I
TEM
645001
-001
TYPICAL LONGITUDINAL SECTION THROUGH SLEEPER
SLAB AND APPROACH SLAB
3/4"
FILL WITH SILICONE
JOINT FILLER
IMPERMEABLE
GEOMEMBRANE
FILTER FABRIC
~
APPROACH
SLAB
DDMMMYYYY HH:
MM
6" DIA. PERFORATED
NON-CORROSIVE UNDERDRAIN
SURROUNDED BY CRUSHED
STONE AND FABRIC FOR
SEPARATION
ABUTMENT
DETAIL A
3/4" EXPANSION
JOINT MATERIAL
DETAIL B
DESIGNED
DATE
CHECKED
WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
ENGINEERING DIVISION
NO.
REVISION
DATE
BY
DRAWN
DATE
REVIEWED
SHEET
DATE
DATE
SAMPLE DRAWINGS FOR
SLEEPER SLAB, JOINTS
AND ABUTMENT BACKFILL
2
OF
5
DESIGN NUMBER
$USERNAM E$
1
2"
6"
1
0" MI
N.
6"
I
NCI
DENTAL
C
L
GEOMEMBRANE
CLASS 1 AGGREGATE
FOR SEMI-INTEGRAL ABUTMENTS
WITH THERMAL MOVEMENTS
GREATER THAN 2"
FOR INTEGRAL ABUTMENTS
WITH THERMAL MOVEMENTS
GREATER THAN 2"
1
8" MAX.
1'-6"
LI
MI
TS OF I
MPERMEABLE
4'-0" MIN. LAP
Appendix D - Sheet D6 of 6
Design Study Report
Final Submission
Colonel Ruby Bradley Bridge, Spencer, WV
May 6, 2015
APPENDIX E
ALTERNATIVE PLANS
Project No. 53313
Public
State
State
Roads
Dist.
Project
Div.
No.
W.V.
3
HANCOCK
NEW CUMBERLAND
WEST VIRGINIA
Federal
Fiscal
Project No.
Year
Sheet
Total
No.
Sheets
E1
E86
County
No.
BROOKE
WELLSBURG
U344-33-
STP-0033-
12.76 00
243 (D)
ROANE
2014
OHIO
WHEELING
DEPARTMENT OF TRANSPORTATION
MOUNDSVILLE
DIVISION OF HIGHWAYS
MARSHALL
PENNSYLVANIA
WETZEL
NEW MARTINSVILLE
PLANS FOR CONSTRUCTION
MONONGALIA
MARYLAND
MORGANTOWN
O
H
I
O
TYLER
OF
6
MARION
MIDDLEBOURNE
MORGAN
KINGWOOD
FAIRMONT
MINERAL
4
MARTINSBURG
KEYSER
HARRISON
ST. MARYS
WEST UNION
RITCHIE
BURLINGTON
CLARKSBURG
DODDRIDGE
JEFFERSON
TAYLOR
GRAFTON
5
ROMNEY
BARBOUR
PARKERSBURG
HARRISVILLE
STATE HIGHWAY
BERKELEY
HAMPSHIRE
PLEASANTS
WOOD
BERKELEY
SPRINGS
PRESTON
CHARLES
TOWN
GRANT
TUCKER
PHILLIPPI
LEWIS
3
HARDY
PARSONS
GILMER
ELIZABETH
MOOREFIELD
WESTON
PETERSBURG
FEDERAL PROJECT NO.STP-0033-243 (D)
WIRT
GLENVILLE
ROANE
MASON
STATE PROJECT NO. U344-33-12.76 00
RANDOLPH
BUCKHANNON
CALHOUN
GRANTSVILLE
JACKSON
7
ELKINS
UPSHUR
RIPLEY
8
BRAXTON
SPENCER
PT PLEASANT
PENDLETON
SUTTON
WEBSTER SPRINGS
WINFIELD
CLAY
CABELL
1
WAYNE
HAMLIN
NICHOLAS
POCAHONTAS
WAYNE
PROJECT SITE
COLONEL RUBY BRADLEY BRIDGE
DESIGN STUDY
V
I
KY
UC
NT
KE
COUNTY
LINCOLN
2
BOONE
DISTRICT NUMBER
R
SUMMERSVILLE
CHARLESTON
ROANE
G
I
N
I
A
KANAWHA
HUNTINGTON
SPENCER CORP. DISTRICT
FRANKLIN
WEBSTER
CLAY
PUTNAM
US ROUTE 33 / US ROUTE 119
MARLINTON
FAYETTE
DISTRICT OFFICE
MADISON
FAYETTEVILLE
MINGO
LOGAN
9
GREENBRIER
LOGAN
RALEIGH
WILLIAMSON
LEWISBURG
BECKLEY
WEST VIRGINIA
WYOMING
MONROE
HINTON
PINEVILLE
10
SUMMERS
DEPARTMENT OF TRANSPORTATION
UNION
DIVISION OF HIGHWAYS
MERCER
WELCH
US
1/2 MILE
EY
PL
RI
SPENCER SANITARY BOARD - (SANITARY SEWER)
SPENCER WATER COMMISSION -(WATER)
MON-POWER COMPANY -(ELECTRIC)
FRONTIER- (TELEPHONE)
CONSUMERS GAS UTILITY COMPANY - (GAS)
SUDDENLINK - (TV CABLE)
LUMOS NETWORKS - (FIBER OPTIC COMMUICATIONS)
DISTRICTS
AND
33
TO
1
1
SHT.
UTILITIES
DISTRICT HEADQUARTERS
SPENCER
M
M
M
M
H
M
M
M
M
H
M
E
DESIGN STUDY OFFICE REVIEW
H
H
E
M
E
M
E
2049
1049
.00
9+00
40
00
1.
.00
+
a
9
t
4
S
20
OT
.
P
Sta
POT
E
E
H
M
E
M
M
E
E
v
2
0
1
M
H
H
H
50
M
E
2050
1050
4
0
1
E
E
E
E
E
9
1
1
US
2051
52
2052
1052
ta.
PC S
6
76.7
6
+
7
2
.
5
6
0
7
1
+
2052
ta.
PC S
E
E
E
E
E
H
E
E
PRELIMINARY NOT FOR CONSTRUCTION
1051
EK
CRE
G
N
I
SPR
E
E
E
3
205
53
10
E
E
S
t
P a.
R
C
r
E
TYPE OF CONSTRUCTION
M
H
E
PRINCETON
2
0
S
5
3
t
+
a
6
.
6
.
1
9
0
4
5
3
+
5
4
.
4
4
O
MCDOWELL
P
R
C
M
E
E
M
M
E
H
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E
M
9
1
T.
H
S
H
Prop cor
E
E
E
M
E
E
E
E
H
US
E
WORK LI
MI
TS
H
M
42
+28.
1054
ta.
PT S
M
M
M
M
.96
+52
2054
ta.
PT S
M
M
M
54
4
54
10
5
0
2
E
M
9
1
1
6
M
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E
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E
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E
M
E
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E
E
M
H
E
4
M
M
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HH
M
M
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2
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M
H
E
E
E
"
8
r
M
H
M
M
s
H
E
H
H
H
H
PARKERSBURG, WV
H
2
1
SHT.
NG
RI
P
S
H
J
2
VE
33/ DRI
CR
S
M
A
LLI
WI
M
r
M
M
US
M
E
E
E
E
US
M
M
&
PLAN HOR.
WORK LI
MI
TS
STATE LINE
0
CORPORATION LINE
9
1
1
COUNTY LINE
5 ft.
200 ft.
PROPOSED R/W & EASEMENT LINE
INDEX TO SHEETS
EXISTING R/W LINE
P
L
VERT.
PROFILE
O
O
HOR.
20 ft.
X
X
=)
A . D . T(.2033
TITLE SHEET
EDGE OF STREAM
E2
TYPICAL SECTIONS
PROPOSED GUARD RAIL
E3 - E7
TRAFFIC SKETCH MAPS
EXISTING GUARD RAIL
E8
PROPERTY MAP AND OWNERSHIP INDEX
RAILROAD
E10 - E23
ALTERNATIVE 1A
G
GAS LINE
E24 - E36
ALTERNATIVE 1B
W
WATER LINE
E37 - E48
ALTERNATIVE 2A
T
TELEPHONE LINE
D . H . V .
=
714
E49 - E58
ALTERNATIVE 2B
E
ELECTRIC LINE
E59 - E71
ALTERNATIVE 3
E72 - E86
ALTERNATIVE 4
XX
TELEPHONE POLE
D .
T .
=
=
55/45
NOTES: STANDARD DETAIL BOOK VOL. I DATED
DESCRIPTION
E1
10,200
13,800
X
NO.
EXISTING FENCE
PROPOSED FENCE
XX
DESIGN DESIGNATION
A . D . T(.2013 =)
PROPERTY LINE
G
UR
SB
LD
NO
AR
20 ft.
TO
M
CONVENTIONAL SIGNS
O
33
SCALES
SIGNED......................................DATE:.................WV REG. P.E..............
- E9
JANUARY 1, 2000 & VOLUME II DATED
JANUARY 1, 1994, SHALL APPLY TO
THIS PROJECT.
RECOMMENDED
POWER POLE
COMBINED POWER AND TELEPHONE POLE
REVISION
NUMBER
SHEET
NUMBER
DATE
REVISIONS
V .
PROJECT MANAGER
BY
2%
TREE
=
35 MPH
RECOMMENDED
2014
SHRUB
RIGHT OF WAY MARKER
FOR APPROVAL
STATE HIGHWAY ENGINEER
I HEREBY CERTIFY THAT THIS IS A CORRECT COPY OF THE
PLANS OF PROJECT
U344-33-12.76 00, STP-0033-243 (D)
APPROVED
COMMISSIONER OF HIGHWAYS
PROJECT NO. U344-33-12.76 00, STP-0033-243 (D)
J05C30C08-TITLE f
P:
\PR5331
3\cadd\RDY_TTL_CRBB.DGN.dgn
119
H
60
T
O
58
W
A
L
T
O
N
H
DD-MMM-YYYY HH:
MM
M
K
EE
R
C
EXECUTIVE SECRETARY
$USERNAME$
rr
PLANS PREPARED BY
BURGESS & NIPLE, INC.
56
E
H
Public
State
State
Roads
Dist.
Project
Federal
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
E2
E86
County
Project No.
Div.
Year
No.
U344-33- STP-003312.76 00
2014
ROANE
243 (D)
{ EXISTING US ROUTE 33
6'-3"
{ EXISTING WILLIAMS DRIVE
14'-0"
12'-6"
LANE
LANE
6'-0"
12'-6"
TURN LANE
8'-6"
SIDEWALK
SIDEWALK
2'-0"
2'-0"
SHOULDER
10'-0"
TURN LANE
12'-0"
13'-0"
LANE
LANE
5'-0"
SIDEWALK
TYPICAL SECTION
EXISTING US ROUTE 33
@ STA. 48+50.00
TYPICAL SECTION
EXISTING WILLIAMS DRIVE
@ STA. 2+00.00
{ EXISTING US ROUTE 33
42'-0"
1'-0"
5'-0"
10'-0"
SIDEWALK
10'-0"
LANE
10'-0"
TURN LANE
5'-0"
1'-0"
SIDEWALK
LANE
EXISTING BRIDGE
{ EXISTING WILLIAMS DRIVE
5'-0"
2'-0"
2 LANES @ 12'-0" = 24'-0"
SHOULDER
2'-0"
SHOULDER
SIDEWALK
ON
BRIDGE
4'-8"
3 SPA. @ 8'-2" = 32'-8"
4'-8"
TYPICAL BRIDGE SECTION
TYPICAL SECTION
EXISTING WILLIAMS DRIVE
@ STA. 3+00.00
{ EXISTING US ROUTE 33
{ EXISTING US ROUTE 119
8"
5'-0"
SIDEWALK
2'-0"
SHOULDER
12'-0"
TURN LANE
12'-0"
18'-0"
LANE
LANE
1'-0"
15'-0"
15'-0"
LANE
LANE
SHOULDER
9'-0"
5'-0"
SIDEWALK
1'-0"
SHOULDER
SHOULDER
3'-0"
4'-0"
TYPICAL SECTION
EXISTING US ROUTE 33
@ STA. 52+50.00
TYPICAL SECTION
EXISTING US ROUTE 119
@ STA. 101+00.00
NOTE: ALL DIMENSIONS
ARE APPROXIMATE.
DD-MMM-YYYY HH:
MM
{ EXISTING US ROUTE 33
{ EXISTING US ROUTE 119
2'-0"
16'-0"
1'-0"
2 LANES @ 12'-0" = 24'-0"
9'-0"
1'-6"
1'-6"
SHOULDER
11'-0"
5'-0"
12'-6"
SIDEWALK
SIDEWALK
11'-0"
12'-6"
$USERNAME$
5'-0"
LANE
TURN LANE
THROUGH LANE
SHOULDER
TURN LANE
1'-0"
SHOULDER
SHOULDER
TYPICAL SECTION
EXISTING US ROUTE 33
@ STA. 54+00.00
EXISTING US ROUTE 119
@ STA. 104+00.00
PARKERSBURG, WV
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
EXISTING
J04C23C03-PLAN e
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
PLAN SHEET
TYPICAL SECTIONS
P:
\PR5331
3\cadd\RDY_TYP_CRBB.dgn
TYPICAL SECTION
Public
State
State
Roads
Dist.
Project
Div.
No.
W.V.
3
Federal
Fiscal
Sheet
Total
No.
Sheets
E3
E86
County
Project No.
Year
No.
U344-33- STP-003312.76 00
2014
ROANE
243 (D)
HARDMAN'S
DO IT BEST
CITY
BUILDING
INTERSECTION
MAIN ST (US33/US119)
CAPITOL ST (US119)
AND NORTH MAIN STREET
SAVE A-LOT
GROCERY
INTERSECTION
AI
N
ST
R
OFFICE
EE
T
POST
RICHARD'S
ASPHALT
TRACTOR
PARKING
TH
M
WENDY'S
STAATS
O
R
SALES
N
PHARMACY
COUNTY
COURTHOUSE
9
1
E1
USROUT
3/
E3
USROUT
/
.
NST
MAI
INSURANCE
GRAVEL
PARKING
GOFF RUN
EMERGENCY
PARKING
SEVICES
WI
LLI
AM S DRI
VE
ERIE
3
3
TE
OU
R
US
/
T.
S
N
I
MA
ASPHALT
BALL
FIELD
TUDOR'S
GINO'S
BISCUIT
M AR
WORLD
O UTE
/US R
NG CREEK
SPRI
T
TO L S
CAPI
ST.
KET
MOVIE
PEKING
GALLERY BUFFET
ADVANCED
INTERSECTION
MAIN ST (US 33/ US 119)
AND WILLIAMS DRIVE
AUTO
COLONEL RUBY BRADLEY BRIDGE
119
TRACTOR
$USERNAME$
DD-MMM-YYYY HH:
MM
SUPPLY
PARKERSBURG, WV
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
REVISION
TRAFFIC SKETCH MAPS
SHEET
REVISION
NUMBER
J04C23C03-PLAN e
NUMBER
DATE
BY
P:
\PR5331
3\cadd\Traffi
c Sketch Map01
.dgn
WAL-MART
Public
State
State
Roads
Dist.
Project
Div.
No.
W.V.
3
Federal
MAIN ST (US 33/US 119)
Sheet
Total
No.
Sheets
E4
E86
No.
U344-33- STP-003312.76 00
2014
ROANE
243 (D)
1290
150
700
150
MAIN ST (US 33/US 119)
450
6900
50
5100
2500 3250
6650
4650
3750
2700
13800
70
6900
3400 4420
7720
$USERNAME$
3800
DD-MMM-YYYY HH:
MM
750
70
3920
2800
5700
3100
WI
LLI
AM S DRI
VE
950
550
50
2900
2300
700
WI
LLI
AM S DRI
VE
9070
PARKERSBURG, WV
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
TRAFFIC SKETCH MAPS
REVISION
SHEET
NUMBER
NUMBER
REVISION
J04C23C03-PLAN e
DATE
BY
P:
\PR5331
3\cadd\Traffi
c Sketch Map02.dgn
3400
2750
2000
10200
400
MAIN ST (US 33/US 119)
350
5100
590
SHOPPI
NG ACCESS
100
100
300
500
450
SHOPPI
NG ACCESS
MAIN ST (US 33/US 119)
Year
ADT 2033
950
ADT 2013
Fiscal
County
Project No.
Public
State
State
Roads
Dist.
Project
Div.
No.
W.V.
3
Federal
Fiscal
MAIN ST (US 33/US 119)
Sheets
E5
E86
No.
U344-33- STP-003312.76 00
2014
ROANE
243 (D)
450
250
150
850
1450
MAIN ST (US 33)
MAIN ST (US 33/US 119)
350
250
5100
6000 3650
2100
11450
Total
No.
2300
NORTH M AI
N STREET
350
200
100
650
1050
MAIN ST (US 33)
Year
ADT 2033
1700
NORTH M AI
N STREET
ADT 2013
Sheet
County
Project No.
550
3400 5100
5450
6900
8150 4950
10200
2850
15550
7400
4600 6900
1550
PARKERSBURG, WV
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
TRAFFIC SKETCH MAPS
REVISION
SHEET
NUMBER
NUMBER
REVISION
J04C23C03-PLAN e
DATE
BY
P:
\PR5331
3\cadd\Traffi
c Sketch Map03.dgn
$USERNAME$
DD-MMM-YYYY HH:
MM
9150
4650
1500
350
4500
2650
CAPI
TOL ST (
US 119)
3450
1100
6750
3300 250
1950
1150
CAPI
TOL ST (
US 119)
13800
750
Public
State
State
Roads
Dist.
Project
Div.
No.
W.V.
3
Federal
Fiscal
Sheet
Total
No.
Sheets
E6
E86
County
Project No.
Year
No.
U344-33- STP-003312.76 00
2014
ROANE
243 (D)
ROANE
COUNTY
FAMILY
HEALTH
CARE
STORAGE
VE
AM S DRI
LLI
WI
BUILDING
WV NATIONAL GUARD
INTERSECTION
CAPITOL ST (US 119)
AND WILLIAMS DRIVE
AND MARKET STREET
BUILDING
PARKING
POCA
VALLEY
BANK
M
R
A
EEK
NG CR
SPRI
T
E
K
R
T
S
T
E
E
S
T
/U
S
R
O
U
T
E
11
9
PARKERSBURG, WV
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
TRAFFIC SKETCH MAPS
REVISION
SHEET
REVISION
NUMBER
J04C23C03-PLAN e
NUMBER
DATE
BY
P:
\PR5331
3\cadd\Traffi
c Sketch Map04.dgn
$USERNAME$
DD-MMM-YYYY HH:
MM
C
A
P
I
T
O
L
Public
State
State
Roads
Dist.
Project
Div.
No.
W.V.
3
Federal
WILLIAMS DRIVE
Sheet
Total
No.
Sheets
E7
E86
No.
U344-33- STP-003312.76 00
2014
ROANE
243 (D)
-
-
-
-
WILLIAMS DRIVE
-
235
1188
-
MARKET STREET
250
485
-
CAPI
TOL ST (
US 119)
-
2647 3018
372
2852
CAPI
TOL ST (
US 119)
MARKET STREET
Year
ADT 2033
5871
ADT 2013
Fiscal
County
Project No.
-
--
704
-
-
-
-
-
-
-
-
PARKERSBURG, WV
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
TRAFFIC SKETCH MAPS
REVISION
SHEET
NUMBER
NUMBER
REVISION
J04C23C03-PLAN e
DATE
BY
P:
\PR5331
3\cadd\Traffi
c Sketch Map05.dgn
$USERNAME$
DD-MMM-YYYY HH:
MM
-
-
5816
-
CAPI
TOL ST (
US 119)
2881
332
2935
2602
-
-
-
CAPI
TOL ST (
US 119)
-
-
Public
State
State
Roads
Dist.
Project
Federal
No.
W.V.
3
48
EX. R/W
1052
52
EX. R/W
6
6
.
9
4
2
0
5
3
+
S
t
a
.
P
R
C
3
3
2
R/W
EX.
33
2
5
EX.R/W
55
VE
AMS DRI
LLI
WI
(
STR
EA
M
)
4
2
3
EX. R/W
EX. R/W
GOFF RUN
E
X
.
6
56
R
/
W
R
/
W
EX.R/W
E
X
.
2
.42
PT Sta. 1054+28
EX. R/W
E86
52.96
PT Sta. 2054+
3
E8
54
6
DR
I
V
E
.
a
t
S
C
R
P
54
10
5
4
5
0
2
MARK
ET
53
3
105
2053
7
4
4
.
4
5
+
3
5
0
1
9
1
US ROUTE 33 & 1
EX. R/W
51
2052
E
X
.
E
R
X
/
.
W
R
/
W
1051
4
EX.R/W
ROANE
1
PC Sta.
PC Sta. 2052+76.76
1052+76.76
EX.R/W
2014
243 (D)
PROJECT LOCATION
ALTERNATES 1-4
R
/
E W
X
.
R
/
W
50
2051
9
1
1
TE
U
O
R
US
EK
CRE
G
N
I
SPR
12.76 00
49
1050
2050
EEK
SPRING CR
W
R/
.
X
E
U344-33- STP-0033-
3
E 3
UT
RO
US
1049
2049
(
STR
EA
M
)
W
I
LL
I
A
MS
No.
E
X
.
/W
EX.R
3
EX.R/W
Sheets
100
104
EX.R/W
Total
No.
101
102
/W
.R
EX
Sheet
POT Sta.
POT
2049+00.00
Sta. 1049+00.00
/W
EX.R
103
T
E
E
R
T
S
Year
R/W
EX.
R/W
EX.
9
1
1
UTE
O
R
US
Div.
Fiscal
County
Project No.
/W
EX. R
58
/W
EX. R
R/W
EX.
R/W
EX.
57
ALTERNATE 3
ADDITIONAL WORK
62
$USERNAME$
61
DD-MMM-YYYY HH:
MM
60
9
1
& 1
33
E
T
ROU
US
59
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
0
PROPERTY
MAP
PLAN SHEET
100 ft.
SCALE :
J04C23C03-PLAN e
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
P:
\PR5331
3\cadd\ROW_OWN_CRBB_PropertyMap.dgn
63
PARKERSBURG, WV
Public
State
State
Roads
Dist.
Project
Federal
ALTERNATE 1A, 2B, &4 OWNERSHIP INDEX
RECORDED
PARCEL
TITLEHOLDER
NO.
1
DEED
PAGE
RICHARD B. JUFTES AND
BOOK
NO.
300
360
WETTERAU FINANCE COMPANY
TYPE
C/A
1
2
301
109
1
STATE OF WEST VIRGINIA DEPARTMENT OF COMMERCE, DIVISION
AREA
LEFT
12104
9505 (0.218 AC.)
TSRE
564 (0.013 AC.)
86643
TCE
N/A
N/A
PE
448
418
TCE
5118 (0.117 AC.)
RIGHT
TOTAL
0
12104
(0.278 AC.)
6779 (0.156 AC.)
2
3
REMAINING
EASEMENT
NONNO.
CATHERINE M. JUFTES
2
AREA - Sq. Ft. (Unless noted otherwise)
TRACT
TAKEN
TOTAL
21609
(0.218 AC.)
86643
(1.989 AC.)
PARCEL
9505
(0.278 AC.)
0
TOTAL
93422
(0.156 AC.)
(2.145 AC.)
6324
N/A
6324
W.V.
3
Year
Sheet
Total
No.
Sheets
E9
E86
No.
U344-33- STP-0033-
12.76 00
2014
ROANE
243 (D)
GRAVELY DEALERSHIP
(0.496 AC.)
6779
(1.989 AC.)
REMARKS
No.
Fiscal
County
Project No.
Div.
SAV-A-LOT GROCERY STORE
SPRING CREEK
OF NATURAL RESOURCES, OFFICE OF LAND AND STREAMS
4
SISTERS PROPERTIES, LLC
24890 (0.571 AC.)
0
101266
101266
(2.325 AC.)
101266
0
(2.325 AC.)
TUTOR'S & GENO'S RESTAURANTS
(2.325 AC.)
ALTERNATE 1B OWNERSHIP INDEX
RECORDED
TITLEHOLDER
NO.
1
DEED
PAGE
RICHARD B. JUFTES AND
BOOK
NO.
300
360
WETTERAU FINANCE COMPANY
TYPE
C/A
1
2
301
109
1
STATE OF WEST VIRGINIA DEPARTMENT OF COMMERCE, DIVISION
AREA
LEFT
12104
9505 (0.218 AC.)
TSRE
564 (0.013 AC.)
87429
TCE
N/A
N/A
PE
448
418
TCE
5903 (0.136 AC.)
RIGHT
TOTAL
0
12104
(0.278 AC.)
5993 (0.138 AC.)
2
3
REMAINING
EASEMENT
NONNO.
CATHERINE M. JUFTES
2
AREA - Sq. Ft. (Unless noted otherwise)
TRACT
PARCEL
TAKEN
TOTAL
21609
(0.218 AC.)
87429
(2.007 AC.)
PARCEL
9505
(0.278 AC.)
0
TOTAL
93422
(0.138 AC.)
(2.145 AC.)
6324
N/A
6324
GRAVELY DEALERSHIP
(0.496 AC.)
5993
(2.007 AC.)
REMARKS
SAV-A-LOT GROCERY STORE
SPRING CREEK
OF NATURAL RESOURCES, OFFICE OF LAND AND STREAMS
4
SISTERS PROPERTIES, LLC
16565 (0.380 AC.)
0
101266
101266
(2.325 AC.)
101266
0
(2.325 AC.)
TUTOR'S & GENO'S RESTAURANTS
(2.325 AC.)
ALTERNATE 2A OWNERSHIP INDEX
RECORDED
TITLEHOLDER
NO.
1
DEED
PAGE
RICHARD B. JUFTES AND
BOOK
NO.
300
360
WETTERAU FINANCE COMPANY
301
109
TYPE
C/A
1
STATE OF WEST VIRGINIA DEPARTMENT OF COMMERCE, DIVISION
AREA
12104
2
TSRE
564 (0.013 AC.)
3
TCE
2418 (0.056 AC.)
1
LEFT
9505 (0.218 AC.)
85155
TCE
N/A
N/A
PE
448
418
TCE
13794 (0.317 AC.)
RIGHT
TOTAL
0
12104
(0.278 AC.)
8267 (0.190 AC.)
2
3
REMAINING
EASEMENT
NONNO.
CATHERINE M. JUFTES
2
AREA - Sq. Ft. (Unless noted otherwise)
TRACT
PARCEL
TAKEN
TOTAL
21609
(0.218 AC.)
85155
(1.955 AC.)
PARCEL
9505
(0.278 AC.)
0
TOTAL
93422
(0.190 AC.)
(2.145 AC.)
6324
N/A
6339
GRAVELY DEALERSHIP
(0.496 AC.)
8267
(1.955 AC.)
REMARKS
SAV-A-LOT GROCERY STORE
SPRING CREEK
OF NATURAL RESOURCES, OFFICE OF LAND AND STREAMS
4
SISTERS PROPERTIES, LLC
16565 (0.380 AC.)
0
101266
101266
(2.325 AC.)
101266
0
(2.325 AC.)
TUTOR'S & GENO'S RESTAURANTS
(2.325 AC.)
ALTERNATE 3 OWNERSHIP INDEX
RECORDED
RICHARD B. JUFTES AND
BOOK
NO.
300
360
3
WETTERAU FINANCE COMPANY
STATE OF WEST VIRGINIA DEPARTMENT OF COMMERCE, DIVISION
301
N/A
109
N/A
OF NATURAL RESOURCES, OFFICE OF LAND AND STREAMS
4
SISTERS PROPERTIES, LLC
C/A
1
448
1
TYPE
AREA
TSRE
564 (0.013 AC.)
2
TCE
1
PE
6339
2
PE
7810
TCE
4257 (0.100 AC.)
6026 (0.138 AC.)
RIGHT
TOTAL
0
12104
(0.278 AC.)
85155
8267 (0.190 AC.)
418
LEFT
12104
9505 (0.218 AC.)
2
CATHERINE M. JUFTES
2
REMAINING
EASEMENT
NONNO.
0
5
ROANE COUNTY FAMILY HEALTH CARE, INC.
383
744
1
2
6
ROANE COUNTY DEVELOPMENT AUTHORITY
363
677
1
2
0
6909 (0.159 AC.)
TCE
2445 (0.056 AC.)
TCE
25097 (0.576 AC.)
532946
6324
N/A
101266
0
GRAVELY DEALERSHIP
SAV-A-LOT GROCERY STORE
SPRING CREEK
TUTOR'S & GENO'S RESTAURANTS
(2.325 AC.)
59851
6909
(1.215 AC.)
(0.159 AC.)
532946
(12.234 AC.)
93422
(2.325 AC.)
REMARKS
(0.496 AC.)
(2.145 AC.)
52942
(1.215 AC.)
0
20330 (0.467 AC.)
52942
21609
(0.190 AC.)
101266
(2.325 AC.)
TOTAL
8267
(1.955 AC.)
101266
TAKEN
(0.218 AC.)
85155
(1.955 AC.)
PARCEL
9505
(0.278 AC.)
0
TOTAL
DD-MMM-YYYY HH:
MM
PAGE
$USERNAME$
DEED
(1.374 AC.)
553276
20330
(12.234 AC.)
(0.467 AC.) (12.701 AC.)
NATIONAL GUARD BUILDING
PARKERSBURG, WV
LEGEND
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
R/W = NON CONTROLLED ACCESS RIGHT OF WAY
PE = PERMANENT EASEMENT
OWNERSHIP
PLAN SHEET
INDEX
TCE = TEMPORARY CONSTRUCTION EASEMENT
TE = TEMPORARY EASEMENT
J04C23C03-PLAN e
0
SCALE :
20 ft.
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
P:
\PR5331
3\cadd\ROW_OWN-CRBB_I
NDEX.dgn
TITLEHOLDER
NO.
1
AREA - Sq. Ft. (Unless noted otherwise)
TRACT
PARCEL
Public
State
State
Roads
Dist.
Project
Federal
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
County
Project No.
Div.
Year
No.
U344-33- STP-003312.76 00
2014
ROANE
243 (D)
E10 E86
{ TEMP. DETOUR
ALTERNATIVE 1A
EXISTING US ROUTE 33
2'-0"
2'-0"
DRUMS
DRUMS
5'-0"
10'-0" MIN.
10'-0" MIN.
10'-0" MIN.
SIDEWALK
LANE
LANE
LANE
1
.
5
:
1
2:
1
PROPOSED TYPICAL SECTION
$USERNAME$
DD-MMM-YYYY HH:
MM
US ROUTE 33 TEMPORARY DETOUR, ALTERNATIVE 1A
END BRIDGE TO END PROJECT
NOTES:
PARKERSBURG, WV
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
ALTERNATIVE 1A
J04C23C03-PLAN e
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
PLAN SHEET
TYPICAL SECTIONS
P:
\PR5331
3\cadd\RDY_TYP_CRBB.dgn
SEE TYPICAL SHEET E2 FOR
EXISTINGTYPICAL SECTION DIMENSIONS
Public
State
State
Roads
Dist.
Project
Federal
S
.
A
R
G
K
R
M
HARDMAN'S
DETOUR BUSINESS TRAFFIC TO COURT
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
E11
E86
County
Project No.
Div.
Year
No.
U344-33- STP-003312.76 00
ROANE
2014
243 (D)
S
.
A
R
G
K
R
M
E
X.R/
W
DO IT BEST
STREET THEN TO MARKET STREET
EX.R
/W
.
ST
RT
U
CO
CITY
R/W
EX.
R/W
EX.
BUILDING
1 STORY
GROCERY
ASPHALT
C
O
N
C
.
R
/W
E
X
.
RICHARD'S
Y
ONL
EX.R/W
EX.R/W
PARKING
2
/W
.R
X
E
SEVICES
LEGEND
BALL
S
.
A
R
G
K
R
M
WORK ZONE
A
S
P
H
A
L
T
. R/
W
1 STORY
WI
LLI
AM
S D
RI
VE
EX
S
.
A
R
G
K
R
M
EEK
SPRING CR
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EX. R
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EX. R
PARKING
FIELD
BUILDING
USING EXISTING TRAFFIC PATTERNS
EX. R/W
EX. R/W
9
1
E 1
OUT
US R
33
LT
HA
P
AS
OFFICE
1. PHASE 1: CONSTRUCT TEMPORARY BRIDGE
AND REMOVE TEMPORARY DETOUR USING CASE A4.
EMERGENCY
GOFF RUN
NOTES
3. PHASE 3: CONSTRUCT REMAINING PORTION OF SIDEWALK
GRAVEL
ON TEMPORARY BRIDGE
S
Y
T
R
N
O
A
T
R
S
U
A
1
T
S
E
R
TRAFFIC CONTROL AS SHOWN ON THIS SHEET.
EX. R/W
MAINTAIN TWO 12' LANES
ASPHALT
GV
LT
ASPHA
EACH REMAINING
W
/
.R
EX
EX.R/W
GE
NE
RA
TO
EX.
CONR/W
R
C.
WAL
K
EX.R/W
INSURANCE
2. PHASE 2: REHABILITATE EXISTING BRIDGE USING TEMPORARY
W
R/
.
X
PUMP
E
STATION
SAN.
DEDICATED GREEN FOR
THREE LEGS
W
/
.R
EX
R
/
W
EX. R/W
ERIE
R/W
EX.
CON
C.
WAL
K
/W
EX. R
Y
PLE
RI
O
T
CONC. WALK
ASPHALT
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EX. R
R/W EX
EX.
.
R/W
EX.
33
TE
U
O
R
US
EX.R/W
ASPHALT
T
HAL
ASP
RE-PHASE SIGNAL TO
/W
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X
E
/W
EX.R
CONVERT TO
ONE WAY
R/W
EX.
TO
PHARMACY
EX. R/W
COURTHOUSE
/W
EX.R
1 STORY
URG
DSB
L
O
ARN
WORK ZONE
TRACTOR
SALES
COUNTY
T
HAL
ASP
R/W
EX.
TRAFFIC FLOW
PEKING
ADVANCED
BUFFET
AUTO
MOVIE
PARKERSBURG, WV
GALLERY
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
0
SCALE :
J04C23C03-PLAN e
50 ft.
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
TEMPORARY TRAFFIC CONTROL
PLAN SHEET
ALTERNATIVE 1A
DD-MMM-YYYY HH:
MM
WENDY'S
R/W
EX.
R/W
EX.
$USERNAME$
INTERSECTION
P:
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3\cadd\TRF_PLN_Al
t1
A.dgn
APPROACH TO
PARKING
R/W
EX.
W
A
L
K
CLOSE NORTH
A
E
S
X
P
.
H
A
R
/
L
W
T
E
X
.
R
/
W
OFFICE
R/W
EX.
ROAD CLOSED
R/W
EX.
POST
R/W
EX.
MA
I
N
ST
.
STORES
Public
State
State
Roads
Dist.
Project
Federal
Fiscal
71
0'
72
0'
PE
6"
VCP
p
ipe
Ve
nt
D
6" STL. GAS
PE
71
0'
H
73
0
'
H
PE
PE
D
H
6"
VCP
PE
G
u
y
BI
G
u
y
I
PE
V.
C.
12
"
F.
M.
6"
M.
F.
1052
3
71
0'
6"
M.
F.
PE
PE
P
DI
EX.R/W
5
6
1
2
9
MATCH LINE STA. 52+50 US ROUTE 33 SEE SHEET E13
12
"
PE
71
0'
PE
6"
29')
90.
S39°48'E 1
(
4
720'
730'
740'
73
0
'
D
DD-MMM-YYYY HH:
MM
.45')
71
TCE
'
0
1
7
$USERNAME$
(S47°06'W
0'
71
720'
730'
7
1
0
'
PARKERSBURG, WV
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
0
SCALE :
20 ft.
PLAN SHEET
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
BEGIN PROJECT TO STA. 52+50
P:
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0'
71
7
20
'
71
0'
12" V.C.
720'
730'
T
740' WES
P
I
7
20
'
E
TC
TIER
C.
FRON
, IN
INIA
G
R
I
V
740'
EX. R/W
SMH
Gu
y
LT
ASPHA
SMH
P
DI
ALTERNATIVE 1A
J04C23C03-PLAN e
E86
{ TEMPORARY
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/W
EX. R
101
END BRIDGE
STA. 52+27.18
8"
0'
71
H
GM
CONSUMERS GAS UTILITY CO.
V.
C.
SP
RI
NG
71
0'
CR
EE
K
(S
72
°W
720'
TS
RE
D
/W
EX. R
GM
GM
52
1051
IN
C.
GM
TRACT 1
51
8"
HHHH
ERIE
INSURANCE
E12
71
0'
16
5'
)
'
730
P
720'
72
0'
73
0'
1050
EX.R/W
{ US ROUTE 119
(N
71
°3
44 0'E
')
72
0'
E
X
.
G
A
S
H
H
740'
WEST VIRGINIA, INC.
TMH
7
88
33
10
TIC
LAS
P
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8
J
H
VI
RG
IN
IA
,
2
H
11
HJ
WE
ST
Sig pole
PJB
M
B
73
0'
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740
J
H
1
BJ
H
1
H
H
H
M
H
R
/
1049
W
FRONTIER
H
H
D
D
TMH
SMH
F.
M.
H
M
6
"
1
100
4
"
W
A
H
H
M
M
P
H
B
E
X
.
ROANE
720'
00
-1
T7
1
/
6
92
H
H
H
P
L
A
S
T
I
C
PI
1
1
1 1
1
H
H
FR
ON
TI
ER
WM
WM
M
P
WM
R/W
EX.R/W
71
0'
H
4"W
TIC
LAS
P
6"
PJB
4
6
1
2
9
GV
GV
TRACT 2
R/
W
{ BRIDGE
Sig pole
M
SMH
P
VC
8"
WM
0'
71
PE
PJB
A
D
D
SMH
WV
R/W
EX.
6"
H
R
/W
E
X
.
M
H
H
H
H
8"VCP
S
{U
33
TE
ROU
N39°W 70')
(
STA. 49+27.83 RT.33
STA. 100+00.00 RT.119
50
BEGIN BRIDGE
STA. 49+98.68
2014
243 (D)
'
0
1
7
B
P
H
48
12.76 00
2
PJB
BEGIN PROJECT
STA. 49+58.48
U344-33- STP-0033-
'
0
1
7
03
-1
T7
T
HAL
ASP
TRACT 1
71
0'
D
WV
SMH
H
.
Sta
HH
H
H
B
1
H
H
H
H
GV
GV
ASPHALT
Sheets
No.
TCE
PE
12"
CI
(AB
AND
ONE
D)
EX.R/W
49
WM
R/
W
1
WM
POT Sta. 1049+00.00
WM
M
2
6.6
1
+
49
M
M
H
H
.
Sta
T
PO
3
B
3
6
1
2
9
R/W
EX.
M
B H
H
H
HH
HH
M
06
-1
T7
SALES
Sig pole
GV
WM
TRACTOR
M
H
0
0.0
0
+
48
HHH
WM
RICHARD'S
1
'
720
WM
2
GM
L
ERA
LAT
N
A
S
ON
ATI
Y
LOC
CIT
Y
B
WN
O
N
UNK
71
0
'
WM
.
ST
PL
R/
W
7
(N6 20'
9°
E 5
1
720 ')
'
69
'(S
)
BB
1
/
9
Lpole
WM
.2
TR
9
0
1
7
2
H
H
v
PJB
1 TSR
E
720'
C
MA
I
T
Y
I
N
W
O
A
F
T
E
S
R
P
E
W
N
O
C
R
E
K
R
74
S
0'
J
H
R/
W
NO
RT
H
C
O
N
C
.
M
W
A
L
K
ST
.
E
C
O
N
S
U
M
E
R
S
E
A
S
P
H
A
L
T
E
X
.
E
H
HH
WENDY'S
TS
RE
(
N2
0°
W
47
')
Lpole
73
0'
(N
R
/
7
8
E W
°
3
0
'
E
R
/J
W
E
H
4
"
E
PJB
GM
3
Total
No.
6
"
C
.
I
.
WV
(S
5
°
5 30
3
' 'E
)
W.V.
Year
71
0'
H
E
7
4
0
'
2
/
9
W
P
L
A
S
T
I
9
C
4 H
'
)
E
H
E
AE
M
0
1
1
7
T
No.
Sheet
County
Project No.
Div.
Public
State
State
Roads
Dist.
Project
Federal
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
County
Project No.
Div.
Year
No.
U344-33- STP-003312.76 00
2014
ROANE
E13
E86
243 (D)
0'
75
CURVE 33-1 DATA
P.I. Sta. 58+11.90
PARKING
DELTA
R = 3,997.39'
°40'W
N51
(
T = 535.14'
D
W
°E)
(N39
(S)
37'
.
I
.
C
WV
08')
0'W 1
N45°1
(
R/W
EX.
13
.9
'D
EE
P
R/W
EX.
SMH
D
SMH
SMH
D
8"W
R/W
EX.
)
64'
°E
(N39
PHARMACY
'
0
4
7
H
1 1
6" STL. GAS
CONSUMERS GAS UTILITY CO.
W
/
.R
EX
{ TEMPORARY DETOUR
6
6
1
2
9
B
')
1
1
82.
CHORD S40°55'E 1
(
3890' R)
(
H
SMH
D
'
0
2
7
D
H
T
WES
J
H
ER
.
NTI
INC
FRO
A,
INI
G
R
VI
PJB
J
6" F.M
.
W
R/
X.
E
Sept tnk
HSAN.
u
10"
VCP
PUMP
STATION
Sept tnk
u
1D
"W
12
W
/
.R
EX
P.I. Sta. 1053+17.41
STMH
DELTA
R = 107.00'
PJB
J
CURVE 33/2-1 DATA
T = 40.64'
P.I. Sta. 1+80.94
L = 77.68'
PJB
PJB
J
4
GRAVEL
(S50°1
3'W 90.55')
PARKING
PT Sta. 2+29.37
7
20
'
ASPHALT
R = 2,000.00'
SMH
D
P
C
V
"
8
EX. R/W
E
TC
E
'
0
72
C = 75.98'
PARKING
T = 48.44'
L = 96.87'
CURVE DET-2 DATA
E = 0.59'
C = 96.86'
P.I. Sta. 1053+92.98
DELTA
E
TC
TCE
E = 7.46'
DELTA
)
E
'
3
)
3
'
E
7.
8
2
7
.
E
)
2
'
2
1'
8
2
°
.8
W
2
6
'
1
7
9
(S
0
W
°
'
1
2
3
2
° { WILLIAMS DRIVE
(S
8
8
(N
(CR 33/2)
TCE
6
1
2
9
J
E
E
CURVE DET-1
STMH
D
GV
H
B
Phone ped
Phone ped
Sig pole
Sig pole
PJB
J
B
J -7
H
H
WV
CURVE DET-1 DATA
SMH
730'
BLOCK WALL
B
R = 107.00'
T = 38.53'
L = 73.97'
CURVE 33/2-1
DD-MMM-YYYY HH:
MM
A
P
8"VC
24" RC
P
6" F.M
.
1
12"W
72
0'
'
0
3
7
'
3
.
5
1
SMH
D
CER
F SPEN
CITY O
S
K
R
WO
WATER
EX. R/W
J
1
1
P
E
E
D
CURVE 33-1
72
0'
PJB
FRONT
IER
WEST
VIRGI
NIA,
END PROJECT
STA. 54+35.47
2
3
105
ING
L. CAS
20" ST
730'
ASPHALT
CON
C.
WAL
K
C
R
P
1
54
10
CON
C.
WAL
K
FRON
TIER
WEST
VIRG
(3-F
INIA
, IN
.O.
7
C.
3
& 1
0
'
-COP
PER)
8"VCP
55
54
GE
NE
RA
TO
R
.
a
t
S
1
57
STA. 55+20.82 RT. 33
STA. 1+03.31 WILLIAMS DR.
56
CONC. WALK
{ US ROUTE 33
INC.
H
HH
Sig pole
H
12"W
+
3
5
0
1
EX.R/W
Sig pole
Lpole
H
PJB
J
18" RCP
4
4
.
4
5
7
3
0
'
/W
EX.R
A
B
4')
64.
N45°W 2
(
R
/
W
53
PC Sta.
1052+76.76
'
30
7
2.50
PC Sta. 1+3
PC Sta.
52+76.76
H
'
30
7
A
C
T1
2 TR
9
1
1
7
T
30')
30'W
S28°
(
'
0
4
7
CURVE DET-2
R
/
W
'
0
5
7
$USERNAME$
TR
A
C
T2
7')
.
E 76
S50°
(
7
5
0
'
C
6"PV
MATCH LINE STA. 52+50 US ROUTE 33 SEE SHEET E12
D
TCE
PT Sta. 1054+28.42
5
6
1
2
9
R/W
EX.
73
06°E 52')
S
(
'
1 STORY
TCE
2
ER
PENC
OF S
Y
T
I
C
RKS
R WO
WATE
SMH
TCE
R
/
W
W
8"
WM
H
'
0
4
7
')
°30'E 4
1
S1
(
T
HAL
ASP
C = 1,060.82'
H
P
C
V
"
8
Lpole
H
E = 35.66'
"
8
0'
74
0'
73
Lpole
H
L = 1,063.96'
W
'
0
3
°
11
(S
D
)
'
0
6
9')
85.
7
60
'
E = 6.73'
C = 72.51'
E
SMH
(
S37°37'51
"E 297.
63')
71
0'
PARKERSBURG, WV
PC Sta. 2+86.96
GOFF RUN
0'
1
7
SMH
D
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
ALTERNATIVE 1A
0
SCALE :
J04C23C03-PLAN e
20 ft.
PLAN SHEET
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
STA. 52+50 TO END PROJECT
P:
\PR5331
3\cadd\RDY_PLN_CRBB_Al
t1
A_02.dgn
EXPOSED
SMH
D
GV
7
1
0'
71
0'
D
E
S
O
P
X
E
7
2
0
'
'
20
7
7
20'
D
Public
State
State
Roads
Dist.
Project
Federal
W.V.
3
Year
Sheet
Total
No.
Sheets
E14
E86
No.
U344-33- STP-003312.76 00
2014
ROANE
243 (D)
735.63
No.
736.56
737.50
738.43
739.36
740.30
741.23
742.17
743.10
744.04
744.97
745.88
746.78
Div.
Fiscal
County
Project No.
775
775
770
770
765
765
760
760
755
755
-3.1
1 %
745
-3.7
4 %
740
-3.7
4 %
735
SEE ALTERNATIVE
SITUATION PLANS FOR
STRUCTURE DETAILS
-3.7
4 %
V.P.I. Sta. 52+25.72
730
Elev. = 736.535
725
EXISTING GROUND
745
740
735
730
725
48+00
49+00
50+00
51+00
735.66
733.13
713.55
713.74
713.66
707.99
704.92
708.54
717.01
719.67
736.00
700
745.48
705
746.63
705
747.63
710
748.20
710
748.65
715
748.40
715
747.75
720
747.01
720
52+00
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
5 ft.
DIVISION OF HIGHWAYS
SCALES
0
US 33 - ALL ALTERNATIVES
0
PARKERSBURG, WV
J04C30C03-PROFILE c
PROFILE SHEET
20 ft.
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
BEGIN PROJECT TO STA. 52+50
DD-MMM-YYYY HH:
MM
PROFILE GRADE LINE
US 33
750
$USERNAME$
Elev. = 745.02
BEGIN PROJECT
STA. 49+58.48
700
P:
\PR5331
3\cadd\RDY_PRO_US33_ALT1
A_01
.dgn
750
MATCH LINE STA. 52+50 US 33 SEE SHEET E15
V.P.I. Sta. 49+98.65
Public
State
State
Roads
Dist.
Project
Federal
No.
W.V.
3
Year
Sheet
Total
No.
Sheets
E15
E86
No.
U344-33- STP-003312.76 00
2014
ROANE
243 (D)
730.03
730.96
731.89
732.83
733.76
734.69
765
760
760
755
755
750
750
745
745
740
740
725
720
715
735
END PROJECT
STA. 54+35.47
-3.7
4 %
730
725
EXISTING GROUND
720
715
53+00
54+00
55+00
56+00
724.33
724.38
724.97
725.04
725.10
725.26
725.43
725.62
725.97
726.07
726.81
727.46
728.21
690
719.10
695
730.08
695
731.10
700
732.08
700
733.07
705
733.99
705
734.85
710
735.66
710
57+00
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
5 ft.
DIVISION OF HIGHWAYS
SCALES
0
US 33 - ALL ALTERNATIVES
0
PARKERSBURG, WV
J04C30C03-PROFILE c
PROFILE SHEET
20 ft.
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
STA. 52+50 TO END PROJECT
DD-MMM-YYYY HH:
MM
730
PROFILE GRADE LINE
US 33
$USERNAME$
735
MATCH LINE STA. 52+50 US 33 SEE SHEET E14
765
690
P:
\PR5331
3\cadd\RDY_PRO_US33_ALT1
A_02.dgn
735.63
Div.
Fiscal
County
Project No.
Public
State
State
Roads
Dist.
Project
Federal
No.
W.V.
3
Year
Sheet
Total
No.
Sheets
E16
E86
No.
U344-33- STP-003312.76 00
2014
ROANE
243 (D)
731.79
731.69
731.77
732.09
732.65
733.46
734.50
735.74
736.99
738.24
739.49
740.74
741.99
743.24
744.49
745.74
Div.
Fiscal
County
Project No.
770
770
765
765
760
760
755
755
750
750
175.00'
745
745
PROFILE GRADE LINE
TEMPORARY DETOUR
BRIDGE
V.P.I. Sta. 1053+57.98
Elev. = 731.889
740
740
34' V.C.
K = 12
735
735
+0.754 %
-5.
000
%
730
-2.081
%
730
+0.754 %
1
.5:
1
725
725
V.P.I. Sta. 1052+65.84
EXISTING GROUND
150' V.C.
1
.5:
1
720
1050+00
1051+00
1052+00
1053+00
730.60
731.53
732.07
730.78
728.39
728.58
728.39
724.54
715.96
715.80
717.07
695
716.12
695
1054+00
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
5 ft.
DIVISION OF HIGHWAYS
SCALES
0
ALTERNATIVE 1A - TEMPORARY DETOUR BRIDGE
0
PARKERSBURG, WV
J04C30C03-PROFILE c
PROFILE SHEET
20 ft.
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
$USERNAME$
700
709.18
700
708.71
705
717.15
705
720.29
710
734.55
710
744.76
715
747.05
715
DD-MMM-YYYY HH:
MM
K = 26
STA. 249+50 TO STA. 254+20
P:
\PR5331
3\cadd\RDY_PRO_TEMPDETOUR_Al
t_1
A.dgn
720
Elev. = 731.194
Public
State
State
Roads
Dist.
Project
Federal
Div.
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
E17
E86
County
Project No.
Year
No.
U344-33- STP-003312.76 00
2014
ROANE
243 (D)
770
770
765
765
760
760
755
755
750
750
700
100+00
101+00
102+00
103+00
695
104+00
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
5 ft.
DIVISION OF HIGHWAYS
SCALES
0
US 119 NORTH
0
PARKERSBURG, WV
J04C30C03-PROFILE c
PROFILE SHEET
20 ft.
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
STA. 100+00 TO STA. 104+40
P:
\PR5331
3\cadd\RDY_PRO_US1
1
9N_01
.dgn
695
$USERNAME$
700
735.84
705
736.88
705
737.86
710
738.84
710
739.84
715
740.83
715
741.77
720
742.68
720
743.49
725
744.28
725
745.03
730
745.73
730
746.45
735
747.01
735
747.47
740
747.64
740
747.55
745
747.55
745
DD-MMM-YYYY HH:
MM
EXISTING GROUND
Public
State
State
Roads
Dist.
Project
Federal
Div.
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
E18
E86
County
Project No.
Year
No.
U344-33- STP-003312.76 00
2014
ROANE
243 (D)
770
770
765
765
760
760
755
755
750
750
745
745
740
740
735
735
EXISTING GROUND
400+00
401+00
402+00
403+00
404+00
727.10
727.01
726.98
726.97
726.99
727.00
726.97
726.87
726.77
726.63
726.45
695
726.34
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SCALES
US 119 SOUTH
PARKERSBURG, WV
J04C30C03-PROFILE c
PROFILE SHEET
20 ft.
0
REVISION
SHEET
NUMBER
NUMBER
REVISION
695
404+00
5 ft.
0
$USERNAME$
700
726.32
700
726.25
705
726.08
705
725.93
710
725.86
710
725.79
715
725.72
715
725.59
720
725.46
720
725.36
725
725.27
725
DD-MMM-YYYY HH:
MM
730
DATE
BY
STA. 400+00 TO STA. 404+50
P:
\PR5331
3\cadd\RDY_PRO_US1
1
9S_01
.dgn
730
Public
State
State
Roads
Dist.
Project
Federal
Div.
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
E19
E86
County
Project No.
Year
No.
U344-33- STP-003312.76 00
2014
ROANE
243 (D)
770
770
765
765
760
760
755
755
750
750
745
745
740
740
735
735
730
730
725
725
720
720
EXISTING GROUND
100+00
101+00
102+00
103+00
104+00
740.93
738.97
737.09
735.31
733.67
732.26
730.66
728.93
727.10
725.27
723.67
722.52
721.73
721.26
721.06
712.11
721.72
695
722.23
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SCALES
WILLIAMS DRIVE
PARKERSBURG, WV
J04C30C03-PROFILE c
PROFILE SHEET
20 ft.
0
REVISION
SHEET
NUMBER
NUMBER
REVISION
695
105+00
5 ft.
0
$USERNAME$
700
723.18
700
724.09
705
725.30
705
726.58
710
726.08
710
DD-MMM-YYYY HH:
MM
715
DATE
BY
STA. 100+00 TO STA. 105+50
P:
\PR5331
3\cadd\RDY_PRO_WI
LLI
AMS_01
.dgn
715
H
6"
VCP
p
ipe
Ve
n
t
D
1
1
C
R
P
730'
END PROJECT
STA. 54+35.47
1
CONSUMERS GAS UTILITY CO.
EXIST. R/W
')
1
1
82.
CHORD S40°55'E 1
(
29')
90.
S39°48'E 1
(
3890' R)
(
4
720'
P
DI
6
6
1
2
9
H
6" F.M
. SAN.
Sept tnk
10"
VCP
.45')
71
(S47°06'W
0'
71
Sept tnk
PUMP
STATION
Sept tnk
Sept tnk
)
'
3
)
3
.
'
7
8
2
7
.
E
)
2
'
2
1'
8
8
2
.
°
W
'
16
72
9
(S
0
W
°
1'
2
3
2
°
8
(S
8
(N
{ TEMPORARY
DETOUR BRIDGE
D
7
20
'
GRAVEL
735.63
736.56
737.50
738.43
739.36
740.30
741.23
742.17
PARKING
743.10
720'
744.04
HJ
J
PJB
WV
E
71
0'
B
6" STL. GAS
Sig pole
PJB
BLOCK WALL
u
u
'
0
3
7
6" F.M
.
'
0
3
7
E
3
105
PJB
u
uH
G
uy
ASPHALT
CON
C.
WAL
K
FRON
TIER
WEST
VIRG
INIA
(3-F
, IN
.O. 7
C.
0
&3
'
1-CO
PPER
)
I
H
.
a
t
S
54
54
10
A
G
uy
BI
H
H
CONC. WALK
J
H
6"
VCP
H
Sig pole
M.
F.
PE
H
H
4
4
.
4
5
PE
71
0'
PE
V.
C.
12
"
F.
M.
6"
M.
F.
ST.R/W
EXI
Lpole
+
3
5
0
1
H
H
PC Sta.
52+76.76
73
0
'
H
PE
PE
D
73
0
'
5
6
1
2
9
PC Sta.
1052+76.76
PE
71
0'
PE
73
0'
730'
740'
SMH
P
DI
R
/
W
SMH
744.97
746.78
800
CONSUMERS GAS UTILITY CO.
CR
EE
K
71
0'
SP
RI
NG
V.
C.
12
"
F.
M.
6" STL. GAS
16
5'
)
(S
72
°W
720'
72
0'
J
D
R/W
ST.
EXI
101
H
GM
7
3
0
'
53
1052
0'
71
HHHH
GM
END BRIDGE
STA. 52+27.18
2 TRACT 1
9
1
1
7
T
3
8"
GM
R
/
W
{ BEARINGS
PIER 4
52
6"
PE
E86
TRACT 2
2
8"
6"
E20
R/W
1051
IN
C.
EXIST. R/W
GM
2
H
H
H
H
740'
1050
U344-33- STP-03312.76 00 243 (D)
13
.9
'D
EE
P
ROANE
2014
R
/
W
720'
R/W
ST.
EXI
WEST VIRGINIA, INC.
TMH
ERIE
TRACT 2
R/
W
71
0'
H
VI
RG
IN
IA
,
745.88
HJ
WE
ST
FRONTIER
No.
TCE
51
1
H
H
1
H
HH
BJ
A
H
4
6
1
2
9
Sheets
TCE
42
PT Sta. 1054+28.
FR
ON
TI
ER
Sig pole
PJB
INSURANCE
720'
730
'
'
740
J
H
1
4
"
W
100
11
PJB
Total
No.
T
HAL
ASP
{ BRIDGE
PJB
WM
1049
TS
RE
H
H
H
P
L
A
S
T
I
C
6
"
1
1
1 1
1
PE
3
Sheet
County
Year
END APPROACH SLAB
STA. 52+47.18
TCE
TRACT 1
{ BEARINGS
PIER 3
0'
71
Sig pole
BEGIN BRIDGE
STA. 49+98.68
WM
N39°W 70')
(
STA. 49+27.83 RT.33
STA. 100+00.00 RT.119
50
BEGIN APPROACH SLAB
STA. 49+78.68
WM
{ BEARINGS
PIER 2
Fiscal
{ BEARINGS
ABUTMENT 2
2
{ BEARINGS
PIER 1
Federal
Project
No.
W.V.
TCE
PE
12"
CI
(AB
AND
ONE
D)
{ BEARINGS
ABUTMENT 1
EXIST. R/W
BEGIN PROJECT
STA. 49+58.48
GV
GV
TRACT 1
M
SALES
R/
W
PE
TRACTOR
1
PE
RICHARD'S
6"
BB
H
R
/
W
2
71
0'
POT Sta. 1049+00.00
GM
E
X
I
S
T
.
H
PI
HH
H
H
H
E
X
I
S
T
.
M
H
H
M
2
6.6
1
+
9
. 4
Sta
H
M
H
M
M
H
B
DRAULIC
HY
DATA
AT NORTH MARKET ST.
SPRING CREEK
780
HWE
228'-6" OUT TO OUT OF PAVING NOTCH
226'-6" C/C BEARINGS
{ PIER 1
43'-6"
{ PIER 2
{ PIER 3
43'-6"
53'-6"
{ PIER 4
43'-0"
{ ABUTMENT 2
740
721.61
723.11
2.63
3950
Q25
722.45
723.95
2.06
4500
Q50
723.90
725.40
2.64
5430
Q100
725.02
726.52
2.64
6200
DRAINAGE AREA = 39.6 SQ. MI.
WATERWAY OPENING = 575 SF
PROPOSED GRADE
BASED ON SLOPE OF
*ESTIMATED
STREAM FOR RUBY BRADLEY.
EXISTING
Q50
Q100
720
Q10
Q25
$USERNAME$
GROUND
Q(CFS)
Q10
EXISTING AND
3.
74 %
V(FPS)
DD-MMM-YYYY HH:
MM
{ ABUTMENT 1
43'-0"
*
HWE
NORMAL POOL
700
ESTIMATED TOP
SPRING CREEK
OF ROCK. TYP.
EW
EW
20 ft.
PROPOSED PIER WIDENING, TYP.
EXISTING SUBSTRUCTURES REHABILITATED
0
20 ft.
DESIGNED
DATE
MWL 7/14
50+00
51+00
52+00
733.7
734.9
735.6
734.4
713.6
713.7
713.7
708.0
705.0
708.5
717.3
736.0
745.3
746.5
747.8
748.2
49+00
53+00
NUMBER
DRAWN
ASG
DATE
BY
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
7/14
COL. RUBY BRADLEY
BRIDGE REPLACEMENT
SITUATION PLAN
ALTERNATIVE 1A
SHEET
CHECKED
OF
BRIDGE NO.
CHECKED
PARKERSBURG, WV
J04C22C03 - BRIDGE b
REVISION
DIVISION OF HIGHWAYS
0
640
SHEET
NUMBER
SCALES
680
660
REVISION
P:
\PR5331
3\cadd\str_l
ay_si
tpl
an Al
t. 1
A.dgn
760
719.6
1
.
ST
PL
WM
72
0'
(N6
9°
E 5
1
720 ')
'
69
'(S
)
L
ERA
LAT
SAN
N
O
ATI
LOC
ITY
Y C
N B
W
O
N
UNK
PJB
ASPHALT
{ US ROUTE 119
P
MA
NO
RT
H
R/
W
State
Lpole
Project No.
Div.
Lpole
'
720
49
'
730
I
C
N
I
T
ST
Y
W
O
.
A
F
T
E
S
R
P
E
N
74 WO
C
R
E
0'
K
R
S
W
A
L
K
C
O
N
C
.
J
H
H
v
R
/
W
H
1
/
9
720'
9
0
1
7
2
71
0
'
3
B
3
6
1
2
9
.2
TR
Dist.
PT Sta. 2+29.37
PJB
State
Roads
32.50
PC Sta. 1+
(
N2
0°
W
47
')
R/
W
Lpole
Sig pole
1 TSR
E
Public
Public
State
State
Roads
Dist.
Project
Federal
{ EXISTING
US ROUTE 33
Div.
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
E21
E86
County
Project No.
Year
No.
U344-33
STP-0033
12.76 00
(243)D
2014
ROANE
{ TEMP. DETOUR
ALTERNATIVE 1A
51'-6"
38'-9"
4'-11‚"
42'-0"
5'-0"
3 LANES @ 10'-0" = 30'-0"
5'-0"
EXISTIING BRIDGE
1'-0"
SIDEWALK
24'-1•"
ROAD WIDTH
NEW 8" REINFORCED
CONCRETE DECK
3 SPA. @ 8'-2" = 32'-8"
4'-8"
5/4/201
5
1
0:
09:
1
2 AM
COMPLETED TYPICAL SECTION
$USERNAME$
4'-8"
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
DESIGNED
DATE
MWL
6/14
DRAWN
ASG
6/14
COL. RUBY BRADLEY
BRIDGE REPLACEMENT
COMP.TYPICAL SECTION
ALTERNATIVE 1A
SHEET
CHECKED
OF
BRIDGE NO.
CHECKED
PARKERSBURG, WV
P:
\PR5331
3\cadd\str_typ_phased const.dgn
1'-0"
26'-3"
Public
State
State
Roads
Dist.
Project
Federal
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
50
60
70
80
90
100
110
120
Div.
No.
W.V.
3
130
Fiscal
Sheet
Total
No.
Sheets
E22
E86
County
Project No.
Year
No.
U344-33- STP-003312.76 00
140
2014
ROANE
243 (D)
150
160
750
750
731.77
740
2:
1
730
728.39
E.
P.
730
E.
P.
740
EX.R/W
760
EX.R/W
760
720
720
/
/
/
/
/
/
/
/
/
/
710
710
700
700
760
760
750
750
AREAS CHECKED
NO.
AREAS
NOTE
BOOK
SURVEY
/
/
/
/
/
/
/
/
/
/
740
720
720
1052+50
710
710
50
60
70
80
90
100
110
120
130
140
150
160
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
10 ft.
DIVISION OF HIGHWAYS
ALTERNATIVE 1A - US 33
SCALES
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
0
CROSS-SECTION SHEET
10 ft.
0
REVISION
NUMBER
SHEET
NUMBER
REVISION
DATE
BY
STA. 1052+50 TO STA. 1053+00
P:
\PR5331
3\cadd\RDY_XSC_US33_ALT1
A_01
.dgn
700
700
J05C07C03-XSECT2 b
DD-MMM-YYYY HH:
MM
730
728.39
E.
P.
E.
P.
2:
1
$USERNAME$
1
:
5
:
1
730
EX.R/W
740
732.65
EX.R/W
AREAS CHECKED
NO.
AREAS
PLOTTED
TEMPLATE
NOTE
BOOK
SURVEY
ORI
GI
NAL
SURVEYED
BY
DATE
FI
NAL
SURVEYED
PLOTTED
TEMPLATE
BY
DATE
1053+00
Public
State
State
Roads
Dist.
Project
Federal
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
50
60
70
80
90
100
110
120
Div.
No.
W.V.
3
130
Fiscal
Year
U344-33- STP-003312.76 00
140
2014
E23
E86
150
160
750
EX.R/W
750
EX.R/W
740
730
720
BY
720
E.
P.
730.60
/
/
ROANE
243 (D)
760
E.
P.
/
/
/
/
/
/
/
Sheets
No.
730
/
Total
No.
760
740
DATE
Sheet
County
Project No.
750
750
AREAS CHECKED
760
NO.
AREAS
760
/
/
/
/
/
/
/
/
/
/
NOTE
BOOK
SURVEY
710
EX.R/W
2:
1
720
730
E.
P.
732.07
E.
P.
730
720
DD-MMM-YYYY HH:
MM
740
$USERNAME$
740
731.80
EX.R/W
1053+50
710
710
50
60
70
80
90
100
110
120
130
140
150
160
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
10 ft.
DIVISION OF HIGHWAYS
ALTERNATIVE 1A - US 33
SCALES
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
0
CROSS-SECTION SHEET
10 ft.
0
J05C07C03-XSECT2 b
REVISION
NUMBER
SHEET
NUMBER
REVISION
DATE
BY
STA. 1053+50 TO STA. 1054+00
P:
\PR5331
3\cadd\RDY_XSC_US33_ALT1
A_01
.dgn
AREAS CHECKED
NO.
AREAS
PLOTTED
TEMPLATE
NOTE
BOOK
SURVEY
ORI
GI
NAL
SURVEYED
BY
DATE
FI
NAL
SURVEYED
PLOTTED
TEMPLATE
1054+00
710
Public
State
State
Roads
Dist.
Project
Federal
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
County
Project No.
Div.
Year
No.
U344-33- STP-003312.76 00
2014
ROANE
243 (D)
E24 E86
{ US ROUTE 33
2'-0"
VARIES
SHLDR
SHLDR
5'-6"
12'-0"
11'-0"
11'-0"
12'-0"
5'-6"
SIDEWALK
LANE
TURN LANE
TURN LANE
LANE
SIDEWALK
2:
1
1
2:
PROPOSED TYPICAL SECTION
US ROUTE 33, ALTERNATIVE 1B
END BRIDGE TO END PROJECT
PARKERSBURG, WV
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
ALTERNATIVE 1B
J04C23C03-PLAN e
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
PLAN SHEET
TYPICAL SECTIONS
P:
\PR5331
3\cadd\RDY_TYP_CRBB.dgn
$USERNAME$
DD-MMM-YYYY HH:
MM
LT_FILL
Public
State
State
Roads
Dist.
Project
Federal
S
.
A
R
G
K
R
M
HARDMAN'S
DETOUR BUSINESS TRAFFIC TO COURT
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
E25
E86
County
Project No.
Div.
Year
No.
U344-33- STP-003312.76 00
ROANE
2014
243 (D)
S
.
A
R
G
K
R
M
E
X.R/
W
DO IT BEST
STREET THEN TO MARKET STREET
EX.R
/W
.
ST
RT
U
CO
CITY
R/W
EX.
R/W
EX.
BUILDING
1 STORY
GROCERY
ASPHALT
C
O
N
C
.
MAINTAIN TWO 10'-9•" LANES
R
/W
E
X
.
RICHARD'S
Y
ONL
EX.R/W
EX.R/W
/W
.R
X
E
W
/
.R
EX
R
/
W
EX.R/W
WORK ZONE
GRAVEL
PARKING
EMERGENCY
PARKING
SEVICES
33
LT
HA
P
AS
2
LEGEND
BALL
FIELD
EX. R/W
BUILDING
A
S
P
H
A
L
T
EEK
SPRING CR
S
.
A
R
G
K
R
M
WORK ZONE
. R/
W
1 STORY
WI
LLI
AM
S D
RI
VE
EX
S
.
A
R
G
K
R
M
OFFICE
/W
EX. R
EX. R/W
EX. R/W
9
1
E 1
OUT
US R
GOFF RUN
S
Y
T
R
N
O
A
T
R
S
U
A
1
T
S
E
R
/W
EX. R
ASPHALT
GV
LT
ASPHA
INSURANCE
W
/
.R
EX
EX.R/W
EX. R/W
W
R/
.
X
PUMP
E
STATION
SAN.
EX. R/W
ERIE
R/W
EX.
CON
C.
WAL
K
/W
EX. R
Y
PLE
RI
O
T
CONC. WALK
ASPHALT
/W
EX. R
R/W EX
EX.
.
R/W
EX.
33
TE
U
O
R
US
EX.R/W
ASPHALT
T
HAL
ASP
RE-PHASE SIGNAL TO
DEDICATED GREEN FOR
EACH REMAINING
THREE LEGS
/W
.R
X
E
/W
EX.R
CONVERT TO
ONE WAY
R/W
EX.
TO
PHARMACY
GE
NE
RA
TO
EX.
CONR/W
R
C.
WAL
K
COURTHOUSE
/W
EX.R
1 STORY
URG
DSB
L
O
ARN
TRACTOR
SALES
COUNTY
T
HAL
ASP
ON EXISTING BRIDGE
R/W
EX.
TRAFFIC FLOW
PEKING
ADVANCED
BUFFET
AUTO
MOVIE
PARKERSBURG, WV
GALLERY
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
0
SCALE :
J04C23C03-PLAN e
50 ft.
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
TEMPORARY TRAFFIC CONTROL
PLAN SHEET
ALTERNATIVE 1B PHASE I
DD-MMM-YYYY HH:
MM
WENDY'S
R/W
EX.
R/W
EX.
$USERNAME$
INTERSECTION
P:
\PR5331
3\cadd\TRF_PLN_Al
t1
B_01
.dgn
APPROACH TO
PARKING
R/W
EX.
W
A
L
K
CLOSE NORTH
A
E
S
X
P
.
H
A
R
/
L
W
T
E
X
.
R
/
W
OFFICE
R/W
EX.
ROAD CLOSED
R/W
EX.
POST
R/W
EX.
MA
I
N
ST
.
STORES
Public
State
State
Roads
Dist.
Project
Federal
S
.
A
R
G
K
R
M
HARDMAN'S
DETOUR BUSINESS TRAFFIC TO COURT
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
E26
E86
County
Project No.
Div.
Year
No.
U344-33- STP-003312.76 00
ROANE
2014
243 (D)
S
.
A
R
G
K
R
M
E
X.R/
W
DO IT BEST
STREET THEN TO MARKET STREET
EX.R
/W
.
ST
RT
U
CO
CITY
R/W
EX.
R/W
EX.
BUILDING
1 STORY
GROCERY
C
O
N
C
.
R
/W
E
X
.
RICHARD'S
TRACTOR CONVERT TO
SALES
Y
ONL
EX.R/W
EX.R/W
W
/
.R
EX
EX.R/W
EX. R/W
MAINTAIN TWO 10' LANES
ON NEW BRIDGE
GRAVEL
ASPHALT
EMERGENCY
PARKING
SEVICES
GV
PARKING
33
LT
HA
P
AS
2
LEGEND
BALL
FIELD
EX. R/W
BUILDING
A
S
P
H
A
L
T
EEK
SPRING CR
S
.
A
R
G
K
R
M
WORK ZONE
. R/
W
1 STORY
WI
LLI
AM
S D
RI
VE
EX
S
.
A
R
G
K
R
M
OFFICE
/W
EX. R
EX. R/W
EX. R/W
9
1
E 1
OUT
US R
GOFF RUN
S
Y
T
R
N
O
A
T
R
S
U
A
1
T
S
E
R
/W
EX. R
EX. R/W
W
R/
.
X
PUMP
E
STATION
SAN.
LT
ASPHA
THREE LEGS
R/W
EX.
W
/
.R
EX
R
/
W
RE-PHASE SIGNAL TO
EACH REMAINING
US ROUTE 33
CON
C.
WAL
K
INSURANCE
DEDICATED GREEN FOR
EX.R/W
R/W
EX.
CONC. WALK
ASPHALT
/W
EX. R
ERIE
/W
.R
X
E
/W
EX.R
ASPHALT
/W
EX. R
Y
PLE
RI
O
T
/W
.R
X
E
WORK ZONE
T
HAL
ASP
R/W EX
EX.
.
TO
URG
DSB
L
O
ARN
PHARMACY
ONE WAY
EX.R/W
R/W
EX.
/W
EX.R
1 STORY
GE
NE
RA
TO
EX.
CONR/W
R
C.
WAL
K
COUNTY
COURTHOUSE
T
HAL
ASP
R/W
EX.
TRAFFIC FLOW
PEKING
ADVANCED
BUFFET
AUTO
MOVIE
PARKERSBURG, WV
GALLERY
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
0
SCALE :
J04C23C03-PLAN e
50 ft.
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
TEMPORARY TRAFFIC CONTROL
PLAN SHEET
ALTERNATIVE 1B PHASE 2
DD-MMM-YYYY HH:
MM
WENDY'S
R/W
EX.
R/W
EX.
$USERNAME$
INTERSECTION
P:
\PR5331
3\cadd\TRF_PLN_Al
t1
B_02.dgn
APPROACH TO
PARKING
R/W
EX.
W
A
L
K
CLOSE NORTH
A
E
S
X
P
.
H
A
R
/
L
W
T
E
X
.
R
/
W
OFFICE
R/W
EX.
ROAD CLOSED
R/W
EX.
POST
R/W
EX.
MA
I
N
ST
.
STORES
Public
State
State
Roads
Dist.
Project
Federal
Fiscal
71
0'
72
0'
PE
71
0'
6"
VCP
p
ipe
Ve
nt
D
H
73
0
'
H
PE
6"
VCP
PE
H
D
G
u
y
BI
Gu
y
I
29')
90.
S39°48'E 1
(
4
720'
730'
740'
P
DI
EX.R/W
MATCH LINE STA. 52+50 US ROUTE 33 SEE SHEET E28
PE
PE
PE
71
0'
PE
PE
5
6
1
2
9
E
TC
D
TCE
DD-MMM-YYYY HH:
MM
7
20
'
'
0
1
7
$USERNAME$
0'
71
720'
730'
7
1
0
'
0'
71
12" V.C.
730'
720'
71
0'
7
20
'
PARKERSBURG, WV
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
ALTERNATIVE 1B
0
SCALE :
J04C23C03-PLAN e
20 ft.
PLAN SHEET
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
BEGIN PROJECT TO STA. 52+50
P:
\PR5331
3\cadd\RDY_PLN_CRBB_Al
t1
B_01
.dgn
740'
P
I
T
740' WES
TIER
C.
FRON
, IN
INIA
G
R
I
V
.45')
71
SMH
Gu
y
LT
ASPHA
M.
F.
TCE
/W
EX. R
101
H
GM
73
0
'
M.
F.
(S47°06'W
/W
EX. R
GM
CONSUMERS GAS UTILITY CO.
71
0'
SP
RI
NG
V.
C.
12
"
F.
M.
PE
71
0'
V.
C.
F.
M.
6"
12
"
6"
8"
HHHH
INSURANCE
CR
EE
K
(S
72
°W
720'
TS
RE
72
0'
PE
73
0'
740'
D
EX.R/W
GM
P
DI
3
IN
C.
GM
SMH
6"
0'
71
TIC
LAS
P
"
8
ERIE
{ BRIDGE
8"
M
B
7
88
33
10
6" STL. GAS
16
5'
)
'
730
P
720'
H
H
WEST VIRGINIA, INC.
TMH
{ US ROUTE 119
(N
71
°3
44 0'E
')
72
0'
E
X
.
G
A
S
73
0'
'
740
H
J
BJ
M
Sig pole
PJB
VI
RG
IN
IA
,
TRACT 1
51
EX. R/W
D
TMH
SMH
6"
H
M
J
H
11
1
100
4
"
W
H
M
HJ
WE
ST
FRONTIER
H
D
H
00
-1
T7
1
/
6
92
H
H
H
P
L
A
S
T
I
C
6
"
H
1
H
H
H
H
H
M
M
P
H
B
R
/
W
H
H
FR
ON
TI
ER
WM
WM
2
720'
H
WM
E
X
.
7
(N6 20'
9°
E 5
1
720 ')
'
69
'(S
)
H
R
/W
E
X
.
H
PI
1
1
1 1
1
A
4
6
1
2
9
GV
GV
W
/
R
W
/
R
END BRIDGE
STA. 52+38.54
52
71
0'
P
VC
8"
WM
M
SMH
PJB
PJB
A
D
D
SMH
WV
R/W
EX.
4"W
TIC
LAS
P
6"
P
8"VCP
S
{U
33
TE
ROU
TRACT 2
EX.R/W
PE
Sig pole
H
P
H
48
E86
'
0
1
7
B
T
HAL
ASP
ROANE
243 (D)
'
0
1
7
03
-1
T7
M
H
H
.
Sta
HH
H
H
B
1
H
H
H
H
D
WV
SMH
2014
12.76 00
R/
W
71
0'
BEGIN PROJECT
STA. 49+58.48
BEGIN BRIDGE
STA. 49+86.54
GV
U344-33- STP-0033-
2
0'
71
STA. 49+27.83 RT.33
STA. 100+00.00 RT.119
50
H
WM
E27
No.
TCE
PE
PJB
ASPHALT
GV
TRACT 1
N39°W 70')
(
1
HH
HH
M
WM
M
2
6.6
1
+
49
M
M
H
H
.
Sta
T
PO
H
49
WM
R/
W
63'-0"
B H
H
H
M
R/W
EX.
1
12"
CI
(AB
AND
ONE
D)
OUT TO OUT
06
-1
T7
TRACTOR
EX.R/W
GV
WM
RICHARD'S
M
H
0
0.0
0
+
48
HHH
WM
L
ERA
LAT
N
A
S
ON
ATI
Y
LOC
CIT
Y
B
WN
O
N
UNK
SALES
Sig pole
3
B
3
6
1
2
9
GM
R/
W
'
720
WM
.
ST
PL
Sheets
71
0'
ST
.
BB
J
H
H
H
C
I
T
MA
Y
W
O
I
A
N
F
T
E
S
R
P
E
W
N
O
C
R
E
K
R
74
S
0'
1
/
9
71
0
'
WM
2
.2
TR
9
0
1
7
2
Lpole
WM
1 TSR
E
720'
v
PJB
R/
W
NO
RT
H
C
O
N
C
.
M
W
A
L
K
E
C
O
N
S
U
M
E
R
S
E
A
S
P
H
A
L
T
E
X
.
E
H
HH
WENDY'S
TS
RE
(
N2
0°
W
47
')
Lpole
73
0'
(N
R
/
7
8
E W
°
3
0
'
E
R
/J
W
E
H
4
"
E
PJB
GM
3
Total
No.
6
"
C
.
I
.
WV
(S
5
°
5 30
3
' 'E
)
W.V.
Year
71
0'
H
E
7
4
0
'
2
/
9
W
P
L
A
S
T
I
9
C
4 H
'
)
E
H
E
AE
M
0
1
1
7
T
No.
Sheet
County
Project No.
Div.
Public
State
State
Roads
Dist.
Project
Federal
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
E28
E86
County
Project No.
Div.
Year
No.
U344-33- STP-003312.76 00
2014
ROANE
243 (D)
0'
75
CURVE 33-1 DATA
P.I. Sta. 58+11.90
DELTA
PARKING
R = 3,997.39'
T = 535.14'
°40'W
N51
(
D
W
°E)
(N39
(S)
37'
.
I
.
C
WV
H
P
C
V
"
8
08')
0'W 1
N45°1
(
Lpole
H
C = 1,060.82'
"
8
0'
74
0'
73
Lpole
H
E = 35.66'
W
'
0
3
°
11
(S
D
)
'
0
6
9')
85.
R/W
EX.
13
.9
'D
EE
P
R/W
EX.
SMH
D
SMH
SMH
D
8"W
R/W
EX.
D
PHARMACY
)
64'
°E
(N39
'
0
4
7
'
30
7
TR
A
C
T2
'
30
7
H
R
/
W
1 1
H
55
54
1
ASPHALT
730'
{ US ROUTE 33
CON
C.
WAL
K
'
3
.
5
1
1
'
0
2
7
D
T
WES
Sig pole
PJB
J
H
ER
.
NTI
INC
FRO
A,
INI
G
R
VI
PJB
J
W
R/
X.
E
HSAN.
PUMP
STATION
PJB
E
E
4
(CR 33/2)
GRAVEL
(S50°1
3'W 90.55')
PARKING
PT Sta. 2+29.37
TCE
DELTA
PJB
J
)
E
'
3
)
3
'
E
7.
8
2
7
.
E
)
2
'
2
1'
8
2
°
.8
W
2
6
'
1
7
9
(S
0
W
°
'
1
2
3
2
°
(S
8
8
(N { WILLIAMS DRIVE
TCE
P.I. Sta. 1+80.94
PJB
Sept tnk
3890' R)
(
CURVE 33/2-1 DATA
J
u
')
1
1
82.
CHORD S40°55'E 1
(
W
/
.R
EX
J
R = 2,000.00'
T = 48.44'
EX. R/W
u
10"
VCP
GV
H
B
"W
12
E
TC
P
C
V
"
8
E
TC
SMH
D
EX. R/W
TCE
E
ASPHALT
'
0
72
PARKING
L = 96.87'
E = 0.59'
C = 96.86'
72
0'
B
Sept tnk
2
W
/
.R
EX
6
6
1
2
9
1D
6
1
2
9
STMH
CON
C.
WAL
K
CONSUMERS GAS UTILITY CO.
6" F.M
.
GE
NE
RA
TO
R
6" STL. GAS
STMH
D
C
6"PV
BLOCK WALL
A
Phone ped
Phone ped
H
'
0
3
7
J
B
J -7
H
Sig pole
WV
7
20
'
H
SMH
H
6" F.M
.
B
SMH
D
72
0'
J
12"W
CER
F SPEN
CITY O
S
K
R
WO
WATER
P
8"VC
730'
PJB
SMH
D
12"W
FRON
TIER
WEST
VIRG
(3-F
INIA
, IN
.O.
7
C.
3
& 1
0
'
-COP
PER)
1
1
P
E
E
D
CURVE 33-1
$USERNAME$
53
FRONT
IER
WEST
VIRGI
NIA,
1
ING
L. CAS
20" ST
END PROJECT
STA. 54+35.47
57
STA. 55+20.82 RT. 33
STA. 1+03.31 WILLIAMS DR.
56
CONC. WALK
24" RC
P
HH
Sig pole
H
INC.
EX.R/W
Sig pole
18" RCP
H
PJB
J
A
C
T1
2 TR
8"VCP
PC Sta.
52+76.76
H
/W
EX.R
A
B
4')
64.
N45°W 2
(
2.50
PC Sta. 1+3
5
6
1
2
9
R
/
W
Lpole
30')
30'W
S28°
(
'
0
4
7
W
/
R
7
3
0
'
'
0
5
7
7
5
0
'
TCE
R
/
W
7')
.
E 76
S50°
(
DD-MMM-YYYY HH:
MM
MATCH LINE STA. 52+50 US ROUTE 33 SEE SHEET E27
R/W
EX.
73
06°E 52')
S
(
'
1 STORY
TCE
9
1
1
7
T
ER
PENC
OF S
Y
T
I
C
RKS
R WO
WATE
SMH
TCE
2
W
8"
WM
H
'
0
4
7
')
°30'E 4
1
S1
(
T
HAL
ASP
7
60
'
L = 1,063.96'
CURVE 33/2-1
E
SMH
(
S37°37'51
"E 297.
63')
71
0'
PARKERSBURG, WV
PC Sta. 2+86.96
GOFF RUN
0'
1
7
SMH
D
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
ALTERNATIVE 1B
0
SCALE :
J04C23C03-PLAN e
20 ft.
PLAN SHEET
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
STA. 52+50 TO END PROJECT
P:
\PR5331
3\cadd\RDY_PLN_CRBB_Al
t1
B_02.dgn
EXPOSED
SMH
D
GV
7
1
0'
71
0'
D
E
S
O
P
X
E
7
2
0
'
'
20
7
7
20'
D
71
0'
PE
H
6"
VCP
p
ipe
Ve
nt
D
H
H
H
H
H
PE
PE
PC Sta.
52+76.76
73
0
'
H
CONC. WALK
END PROJECT
STA. 54+35.47
{ US ROUTE 33
54
'
0
3
7
I
6" F.M
.
PE
6" F.M
.
CONSUMERS GAS UTILITY CO.
EXIST. R/W
Sept tnk
')
1
1
82.
CHORD S40°55'E 1
(
29')
90.
S39°48'E 1
(
)
'
3
)
3
.
'
7
8
2
7
.
E
)
2
'
2
1'
8
8
2
.
°
W
'
16
72
9
(S
0
W
°
1'
2
3
2
°
8
(S
8
(N
3890' R)
(
4
E
TC
735.63
736.56
738.43
739.36
740.30
741.23
742.17
743.10
744.04
TCE
737.50
730'
720'
P
DI
6
6
1
2
9
DRAULIC
HY
DATA
AT NORTH MARKET ST.
SPRING CREEK
780
HWE
250'-0" C/C BEARINGS
{ ABUTMENT 1
{ PIER 1
{ ABUTMENT 2
{ PIER 2
75'-0"
100'-0"
75'-0"
721.61
723.11
2.63
3950
722.45
723.95
2.06
4500
Q50
723.90
725.40
2.64
5430
Q100
725.02
726.52
2.64
6200
DRAINAGE AREA = 39.6 SQ. MI.
I
NTEGRAL
Q50
Q100
WATERWAY OPENING = 575 SF
BASED ON SLOPE OF
*ESTIMATED
STREAM FOR RUBY BRADLEY.
EXISTING
GROUND
2:
1
Q(CFS)
Q25
PROPOSED GRADE
3.
74 %
V(FPS)
Q10
EXISTING AND
I
NTEGRAL
*
HWE
DD-MMM-YYYY HH:
MM
PE
PE
Sept tnk
10"
VCP
u
71
0'
6"
B
6" STL. GAS
M.
F.
t
Q10
Q25
1
2:
$USERNAME$
720
NORMAL POOL
700
ESTIMATED TOP
SPRING CREEK
OF ROCK. TYP.
EW
EW
20 ft.
EXISTING SUBSTRUCTURES TO BE
DEMOLISHED IN PHASE 2.
0
t - 3'-0" FOUNDATION PROTECTION TYP.
20 ft.
DESIGNED
DATE
MWL 7/14
51+00
52+00
733.7
734.9
735.7
733.2
713.6
713.9
713.7
708.0
705.0
708.6
717.1
719.7
736.0
745.5
746.7
747.7
748.2
660
50+00
NUMBER
53+00
DRAWN
ASG
DATE
BY
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
7/14
COL. RUBY BRADLEY
BRIDGE REPLACEMENT
SITUATION PLAN
ALTERNATIVE 1B
SHEET
CHECKED
OF
BRIDGE NO.
CHECKED
PARKERSBURG, WV
J04C22C03 - BRIDGE b
REVISION
DIVISION OF HIGHWAYS
0
49+00
SHEET
NUMBER
SCALES
680
640
REVISION
P:
\PR5331
3\cadd\str_l
ay_si
tpl
an Al
t. 1
B.dgn
V.
C.
'
0
3
7
PJB
u
FRON
TIER
WEST
VIRG
INIA
(3-F
, IN
.O.
C.
3
0
& 7
'
1COPP
ER)
A
M.
F.
J
BI
G
uy
73
0
'
5
6
1
2
9
G
u
y
PE
6"
12
"
F.
M.
6"
CON
C.
WAL
K
H
P
DI
730'
6"
VCP
END APPROACH SLAB
STA. 52+58.54
D
72
0'
71
0'
8"
TCE
744.97
740'
ST.R/W
EXI
Lpole
53
SMH
PHASED C.J.
8"
745.88
R
/
W
{ BRIDGE
PE
63'-0"
73
0'
D
EXIST. R/W
R/W
ST.
EXI
7
3
0
'
720'
746.78
E86
2 TRACT 1
9
1
1
7
T
252'-0" OUT TO OUT OF PAVING NOTCH
740
ROANE
TRACT 2
3
IN
C.
760
2014
R
/
W
END BRIDGE
STA. 52+38.54
52
71
0'
HH
PE
720'
730
'
J
WEST VIRGINIA, INC.
TMH
800
{ PIER 2
H
H
H
H
BJ
FRONTIER
740'
VI
RG
IN
IA
,
R/W
ST.
EXI
Sig pole
PJB
WE
ST
OUT TO OUT
J
H
1
11
H
FR
ON
TI
ER
WM
WM
2
R
/
W
TRACT 1
51
U344-33- STP-03312.76 00 243 (D)
TCE
2
71
0'
H
'
740
P
L
A
S
T
I
C
100
1
4
"
W
H
1
H
HH
A
4
6
1
2
9
WM
W
/
R
W
/
R
{ PIER 1
E29
No.
ASPHALT
PJB
PJB
GV
GV
TRACT 2
R/
W
71
0'
Sig pole
BEGIN BRIDGE
STA. 49+86.54
PE
Sheets
TCE
{ BEARINGS
ABUTMENT 2
0'
71
{ BEARINGS
ABUTMENT 1
Total
No.
13
.9
'D
EE
P
TCE
2
N39°W 70')
(
3
Sheet
County
Year
Lpole
TCE
PE
12"
CI
(AB
AND
ONE
D)
50
BEGIN APPROACH SLAB
STA. 49+66.54
CONSUMERS GAS UTILITY CO.
CR
EE
K
71
0'
SP
RI
NG
V.
C.
F.
M.
12
"
R/
W
H
H
6" STL. GAS
16
5'
)
(S
72
°W
720'
TRACT 1
M
SALES
STA. 49+27.83 RT.33
STA. 0+00.00 RT.119
BEGIN PROJECT
STA. 49+58.48
HJ
P
TRACTOR
1
PE
E
X
I
S
T
.
RICHARD'S
6"
BB
H
L
ERA
LAT
SAN
N
O
ATI
Y
LOC
CIT
BY
N
W
O
N
UNK
72
0'
(N6
9°
E 5
1
720 ')
'
69
'(S
)
H
R/
W
PJB
ASPHALT
H
TS
RE
C
I
T
Y
W
O
A
F
T
E
S
R
P
E
W
N
O
C
R
E
K
R
74
S
0'
MA
I
N
R
/
W
GM
EXIST. R/W
6
"
1
1
1 1
1
49
{ US ROUTE 119
'
730
W
A
L
K
ST
.
C
O
N
C
.
J
NO
RT
H
E
X
I
S
T
.
H
PI
HH
H
72
0'
C
O
N
S
U
M
E
R
S
G
A
S
A
S
P
H
A
L
T
E
H
H
v
R
/
W
H
M
H
H
M
2
6.6
1
+
9
. 4
Sta
H
M
H
M
M
H
1
/
9
W.V.
'
720
B
9
0
1
7
2
71
0
'
3
B
3
6
1
2
9
.2
TR
No.
Fiscal
32.50
PC Sta. 1+
Sig pole
2
1 TSR
E
R/
W
.
ST
PL
Project
Federal
TS
RE
WM
State
Dist.
Div.
720'
Lpole
State
Roads
Project No.
(
N2
0°
W
47
')
PJB
Public
Public
State
State
Roads
Dist.
Project
Federal
Div.
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
E30
E86
County
Project No.
Year
No.
U344-33
STP-0033
12.76 00
(243)D
2014
ROANE
{ EXISTING
US ROUTE 33
42'-0"
11'-4"
DEMOLISH
1'-0"
1'-0"
5'-0"
2 LANES @ 10'-9•" = 21'-7"
5'-0"
MAINTAIN TRAFFIC
EXISTIING BRIDGE
PHASE I - DEMOLITION
{ EXISTING
US ROUTE 33
29'-6"
2'-6"
PHASE 1 CONSTRUCTION
1'-0"
2 LANES @ 10'-9•" = 21'-7"
2'-0"
23'-0"
5'-6"
1'-0" COMBO RAIL
1
'-6"
MAINTAIN TRAFFIC
EXISTIING BRIDGE
8" REINFORCED
CONCRETE DECK
9•"
6"
2 %
2'-0"
66" AASHTO
TYPE IV MOD.
4'-5"
$USERNAME$
5/4/201
5
2 SPA. @ 10'-10" = 21'-8"
1
0:
09:
20 AM
(TYP.)
PHASE I - CONSTRUCTION
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
DESIGNED
DATE
MWL
6/14
DRAWN
ASG
6/14
COL. RUBY BRADLEY
BRIDGE REPLACEMENT
PHASE 1
ALTERNATIVE NO. 1B
SHEET
CHECKED
OF
BRIDGE NO.
CHECKED
PARKERSBURG, WV
P:
\PR5331
3\cadd\str_typ_phased const.dgn
5'-0"
Public
State
State
Roads
Dist.
Project
Federal
1'-0"
2 LANES @ 10'-0" = 20'-0"
{ EXISTING
5'-6"
No.
W.V.
3
Year
Sheet
Total
No.
Sheets
E31
E86
No.
U344-33
STP-0033
12.76 00
(243)D
2014
ROANE
1'-0"
1
'-6"
MAINTAIN TRAFFIC
US ROUTE 33
PHASE 2 DEMOLITION
8" REINFORCED
9•"
6"
CONCRETE DECK
Div.
Fiscal
County
Project No.
2'-0"
2 %
66" AASHTO
TYPE IV MOD.
(TYP.)
2 SPA. @ 10'-10" = 21'-8"
4'-5"
PHASE 2 - DEMOLITION
{ EXISTING
US ROUTE 33
2'-6"
2 LANES @ 10'-0" = 20'-0"
5'-6"
1'-0"
MAINTAIN TRAFFIC
CLOSURE
1
'-6"
31'-0"
POUR
PHASE 2 CONSTRUCTION
CONCRETE DECK
2 %
9•"
6"
6"
8" REINFORCED
2'-0"
2 %
66" AASHTO
TYPE IV MOD.
2 SPA. @ 10'-10" = 21'-8"
4'-5"
5/4/201
5
3 SPA. @ 10'-10" = 32'-6"
$USERNAME$
PHASE 2 - CONSTRUCTION
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
DESIGNED
DATE
MWL
6/14
DRAWN
ASG
6/14
COL. RUBY BRADLEY
BRIDGE REPLACEMENT
PHASE 2
ALTERNATIVE NO. 1B
SHEET
CHECKED
OF
BRIDGE NO.
CHECKED
PARKERSBURG, WV
P:
\PR5331
3\cadd\str_typ_phased const.dgn
4'-5"
1
0:
09:
21 AM
(TYP.)
Public
State
State
Roads
Dist.
Project
Federal
Div.
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
E32
E86
County
Project No.
Year
No.
U344-33
STP-0033
12.76 00
(243)D
2014
ROANE
63'-0"
{ EXISTING
US ROUTE 33
2'-0"
2'-0"
11'-0"
11'-0"
12'-0"
LANE
LANE
LANE
LANE
2'-6"
12'-10•"
SHOULDER
5'-6"
8" REINFORCED
CONCRETE DECK
CLOSURE
1'-0"
1
'-6"
12'-0"
9•"
6"
SHOULDER
5'-6"
6"
POUR
2 %
2 %
2'-0"
5 SPA. @ 10'-10" = 54'-2"
4'-5"
5/4/201
5
1
0:
09:
21 AM
COMPLETED TYPICAL SECTION
$USERNAME$
4'-5"
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
DESIGNED
DATE
MWL
6/14
DRAWN
ASG
6/14
COL. RUBY BRADLEY
BRIDGE REPLACEMENT
COMP.TYPICAL SECTION
ALTERNATIVE NO. 1B
SHEET
CHECKED
OF
BRIDGE NO.
CHECKED
PARKERSBURG, WV
P:
\PR5331
3\cadd\str_typ_phased const.dgn
1'-0"
Public
State
State
Roads
Dist.
Project
Federal
{ EXISTING
Div.
No.
W.V.
3
US ROUTE 33
Fiscal
Sheet
Total
No.
Sheets
E33
E86
County
Project No.
Year
No.
U344-33
STP-0033
12.76 00
(243)D
2014
ROANE
DEMOLISH TOP OF
$USERNAME$
5/4/201
5
1
0:
09:
21 AM
EXISTING CAP.
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
PIER ELEVATION - PHASE 1 CONSTRUCTION
DESIGNED
MWL
DATE
6/14
DRAWN
ASG
6/14
COL. RUBY BRADLEY
BRIDGE REPLACEMENT
PIER ELEVATION 1
ALTERNATIVE NO. 1B
SHEET
CHECKED
OF
BRIDGE NO.
CHECKED
PARKERSBURG, WV
P:
\PR5331
3\cadd\str_typ_phased const.dgn
DIVISION OF HIGHWAYS
Public
State
State
Roads
Dist.
Project
Federal
Div.
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
E34
E86
County
Project No.
Year
No.
U344-33
STP-0033
12.76 00
(243)D
2014
ROANE
{ EXISTING
US ROUTE 33
$USERNAME$
5/4/201
5
1
0:
09:
21 AM
14'-10•"
18'-0"
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
PIER ELEVATION AFTER COMPLETION
DESIGNED
DATE
MWL
6/14
DRAWN
ASG
6/14
COL. RUBY BRADLEY
BRIDGE REPLACEMENT
PIER ELEVATION 2
ALTERNATIVE NO. 1B
SHEET
CHECKED
OF
BRIDGE NO.
CHECKED
PARKERSBURG, WV
P:
\PR5331
3\cadd\str_typ_phased const.dgn
DIVISION OF HIGHWAYS
Public
State
State
Roads
Dist.
Project
Federal
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
50
60
70
80
90
100
110
120
Div.
No.
W.V.
3
130
Fiscal
Sheet
Total
No.
Sheets
E35
E86
County
Project No.
Year
No.
U344-33- STP-003312.76 00
140
2014
ROANE
243 (D)
150
160
760
750
750
E.
P.
1
2:
EX.R/W
730
E.
P.
730
740
2:
1
733.99
740
733.76
EX.R/W
760
720
720
/
/
/
/
/
/
/
/
/
/
710
710
700
700
760
760
750
750
AREAS CHECKED
NO.
AREAS
NOTE
BOOK
SURVEY
/
/
/
/
/
/
/
/
/
/
EX.R/W
E.
P.
720
52+50
710
710
700
700
50
60
70
80
90
100
110
120
130
140
150
160
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
10 ft.
DIVISION OF HIGHWAYS
ALTERNATIVE 1B - US 33
SCALES
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
0
CROSS-SECTION SHEET
10 ft.
0
J05C07C03-XSECT2 b
REVISION
NUMBER
SHEET
NUMBER
REVISION
DATE
BY
STA. 52+50 TO STA. 53+00
$USERNAME$
720
DD-MMM-YYYY HH:
MM
730
P:
\PR5331
3\cadd\RDY_XSC_US33_ALT1
B_01
.dgn
E.
P.
1
2:
730
740
2:
1
735.66
740
753.63
EX.R/W
AREAS CHECKED
NO.
AREAS
PLOTTED
TEMPLATE
NOTE
BOOK
SURVEY
ORI
GI
NAL
SURVEYED
BY
DATE
FI
NAL
SURVEYED
PLOTTED
TEMPLATE
BY
DATE
53+00
Public
State
State
Roads
Dist.
Project
Federal
Fiscal
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
100
110
120
130
U344-33- STP-00332014
12.76 00
140
ROANE
E86
243 (D)
150
160
BY
730
E.
P.
720
740
EX.R/W
EX.R/W
730.02
1
:
5
:
1
730.08
/
/
90
E36
No.
750
E.
P.
/
/
/
/
/
/
/
/
80
3
Sheets
750
1
2:
DATE
70
W.V.
Total
No.
760
730
720
760
760
750
750
AREAS CHECKED
710
NO.
AREAS
710
/
/
/
/
/
NOTE
BOOK
SURVEY
SURVEYED
PLOTTED
TEMPLATE
54+00
EX.R/W
732.08
E.
P.
720
730
SEE ALTERNATIVE 1A
720
DD-MMM-YYYY HH:
MM
2:
1
1
2:
$USERNAME$
730
740
E.
P.
740
731.89
EX.R/W
FOR US 33
53+50
PROFILE SHEET
710
50
60
70
80
90
100
110
120
130
140
150
710
160
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
10 ft.
DIVISION OF HIGHWAYS
ALTERNATIVE 1B - US 33
SCALES
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
0
CROSS-SECTION SHEET
10 ft.
0
J05C07C03-XSECT2 b
REVISION
NUMBER
SHEET
NUMBER
REVISION
DATE
BY
STA. 53+50 TO STA. 54+00
P:
\PR5331
3\cadd\RDY_XSC_US33_ALT1
B_01
.dgn
AREAS CHECKED
NO.
AREAS
PLOTTED
TEMPLATE
NOTE
BOOK
SURVEY
ORI
GI
NAL
SURVEYED
BY
/
/
/
/
/
FI
NAL
60
No.
Year
760
740
DATE
50
Div.
Sheet
County
Project No.
Public
State
State
Roads
Dist.
Project
Federal
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
County
Project No.
Div.
Year
No.
U344-33- STP-003312.76 00
2014
ROANE
243 (D)
E37 E86
{ US ROUTE 33
{ TEMPORARY DETOUR
ALTERNATIVE 2A
2'-0"
SHLDR
2'-0"
2'-0"
DRUMS
DRUMS
5'-0"
12'-0"
12'-0"
SIDEWALK
LANE
LANE
5'-6"
12'-0"
11'-0"
11'-0"
12'-0"
SIDEWALK
LANE
TURN LANE
TURN LANE
LANE
VARIES
5'-6"
SHLDR SIDEWALK
2:
1
1
2:
PROPOSED TYPICAL SECTION
1
2:
PROPOSED TYPICAL SECTION
US ROUTE 33, ALTERNATIVE 2A
END BRIDGE TO END PROJECT
PARKERSBURG, WV
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
ALTERNATIVE 2A
J04C23C03-PLAN e
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
PLAN SHEET
TYPICAL SECTIONS
P:
\PR5331
3\cadd\RDY_TYP_CRBB.dgn
$USERNAME$
DD-MMM-YYYY HH:
MM
US ROUTE 33 TEMPORARY DETOUR, ALTERNATIVE 2A
END BRIDGE TO END PROJECT
2:
1
Public
State
State
Roads
Dist.
Project
Federal
S
.
A
R
G
K
R
M
HARDMAN'S
DETOUR BUSINESS TRAFFIC TO COURT
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
E38
E86
County
Project No.
Div.
Year
No.
U344-33- STP-003312.76 00
ROANE
2014
243 (D)
S
.
A
R
G
K
R
M
E
X.R/
W
DO IT BEST
STREET THEN TO MARKET STREET
EX.R
/W
.
ST
RT
U
CO
CITY
R/W
EX.
R/W
EX.
BUILDING
1 STORY
GROCERY
A
E
S
X
P
.
H
R
A
/
L
W
T
E
X
.
R
/
W
CONVERT TO
ONE WAY
MAINTAIN TWO 12' LANES
ON TEMPORARY BRIDGE
R
/W
WENDY'S
T
HAL
ASP
E
X
.
RICHARD'S
TRACTOR
Y
ONL
EX.R/W
W
/
.R
EX
EX.R/W
EX. R/W
WORK ZONE
GRAVEL
PARKING
/W
.R
X
E
ASPHALT
EMERGENCY
PARKING
SEVICES
GV
LT
ASPHA
THREE LEGS
W
R/
.
X
PUMP
E
STATION
SAN.
RE-PHASE SIGNAL TO
EACH REMAINING
W
/
.R
EX
R
/
W
EX.R/W
R/W
EX.
R/W
EX.
CON
C.
WAL
K
INSURANCE
DEDICATED GREEN FOR
/W
EX.R
US ROUTE 33
ASPHALT
/W
EX. R
ERIE
PHARMACY
CONC. WALK
ASPHALT
/W
EX. R
Y
PLE
RI
O
T
TO
URG
DSB
L
O
ARN
EX.R/W
EX.R/W
T
HAL
ASP
R/W EX
EX.
.
/W
EX.R
1 STORY
EX. R/W
R/W
EX.
R/W
EX.
GE
NE
RA
TO
EX.
CONR/W
R
C.
WAL
K
COUNTY
R/W
EX.
R/W
EX.
ROAD CLOSED
SALES
COURTHOUSE
/W
.R
X
E
PARKING
R/W
EX.
C
O
N
C
.
W
A
L
K
OFFICE
R/W
EX.
ROAD CLOSED
R/W
EX.
POST
R/W
EX.
MA
I
N
ST
.
STORES
A
S
P
H
A
L
T
PEKING
ADVANCED
BUFFET
AUTO
MOVIE
PARKERSBURG, WV
GALLERY
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
0
SCALE :
J04C23C03-PLAN e
50 ft.
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
TEMPORARY TRAFFIC CONTROL
PLAN SHEET
ALTERNATIVE 2A
DD-MMM-YYYY HH:
MM
$USERNAME$
TRAFFIC FLOW
P:
\PR5331
3\cadd\TRF_PLN_Al
t2A.dgn
S
.
A
R
G
K
R
M
WORK ZONE
W
1 STORY
WI
LLI
AMS
DRI
EX.
VE
R/
S
.
A
R
G
K
R
M
BUILDING
/W
EX. R
/W
EX. R
LEGEND
BALL
FIELD
OFFICE
3. PHASE 3: CONSTRUCT REMAINING PORTION OF SIDEWALK
AND REMOVE TEMPORARY DETOUR USING CASE A4.
2
EX. R/W
2. PHASE 2: CONSTRUCT PROPOSED BRIDGE USING TEMPORARY
TRAFFIC CONTROL AS SHOWN ON THIS SHEET.
33
T
AL
PH
S
A
EEK
SPRING CR
1. PHASE 1: CONSTRUCT TEMPORARY BRIDGE
USING EXISTING TRAFFIC PATTERNS
9
1
E 1
OUT
US R
NOTES
S
Y
T
R
N
O
A
T
R
S
U
A
1
T
S
E
R
EX. R/W
EX. R/W
GOFF RUN
Public
State
State
Roads
Dist.
Project
Federal
Fiscal
(N
71
°3
0'
E
E86
71
0'
72
0'
71
0'
H
73
0
'
H
6"
VCP
H
D
G
u
y
BI
Gu
y
I
P
DI
EX.R/W
5
6
1
2
9
MATCH LINE STA. 52+50 US ROUTE 33 SEE SHEET E40
PE
PE
PE
PE
PC Sta. 252+76.76
6"
VCP
p
ipe
Ve
nt
D
6" STL. GAS
CR
EE
K
CONSUMERS GAS UTILITY CO.
71
0'
16
5'
)
71
0'
PE
PE
PE
71
0'
PE
29')
90.
S39°48'E 1
(
720'
730'
740'
M.
F.
4
E
TC
E
TC
D
/W
EX. R
TCE
DD-MMM-YYYY HH:
MM
.45')
71
7
20
'
'
0
1
7
$USERNAME$
0'
71
720'
7
1
0
'
WEST
PARKERSBURG, WV
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
ALTERNATIVE 2A
0
SCALE :
J04C23C03-PLAN e
20 ft.
PLAN SHEET
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
BEGIN PROJECT TO STA. 52+50
P:
\PR5331
3\cadd\RDY_PLN_CRBB_Al
t2A_01
.dgn
730'
740'
(S47°06'W
SMH
TIER
C.
FRON
, IN
INIA
G
R
I
V
LT
ASPHA
73
0
'
M.
F.
8"
101
GM
P
DI
PE
F.
M.
V.
C.
12
"
6"
EX. R/W
/W
EX. R
HHHH
GM
H
B
SP
RI
NG
V.
C.
12
"
F.
M.
PE
71
0'
72
0'
73
0'
D
EX.R/W
GM
SMH
8"
M
INSURANCE
(S
72
°W
720'
TS
RE
'
730
P
720'
H
H
J
IN
C.
GM
END BRIDGE
STA. 52+39.00
52
{ BRIDGE
51
0'
71
TIC
LAS
P
"
8
ERIE
E39
'
0
1
7
7
88
33
10
TRACT 1
3
H
H
D
{ US ROUTE 119
ROANE
720'
D
TMH
SMH
2
EX.R/W
71
0'
00
-1
T7
1
/
6
92
WEST VIRGINIA, INC.
TMH
M
SMH
72
0'
E
X
.
73
0'
'
740
H
H
BJ
M
Sig pole
PJB
VI
RG
IN
IA
,
TC
E
252
FRONTIER
6"
M
HJ
WE
ST
T
C
E
R
/
W
6"
740'
H
H
1
H
H
H
H
R
/
W
H
H
FR
ON
TI
ER
WM
WM
M
M
P
H
B
WM
E
X
.
6"
H
M
J
H
11
A
4
6
1
2
9
A
P
4"W
TIC
LAS
P
6"
PJB
PJB
GV
GV
2014
243 (D)
R
/
W
251
H
H
6
"
1
100
4
"
W
H
WM
R
/
W
H
P
L
A
S
T
I
C
PI
1
1
1 1
1
G
A
S
C
O
N
S
U
M
E
R
S
H
H
Sig pole
H
H
P
D
D
SMH
P
VC
8"
R/W
EX.
PE
PE
50
BEGIN BRIDGE
STA 49+87.00
12.76 00
'
0
1
7
B
8"VCP
S
{U
33
TE
ROU
72
0
(N6
9° '
E 5
1
720 ')
'
69
'(S
)
H
M
H
H
.
Sta
HH
H
H
B
1
H
H
H
H
H
D
48
TRACT 1
71
0'
03
-1
T7
T
HAL
ASP
U344-33- STP-0033-
R/
W
0'
71
WV
SMH
{ TEMPORARY
DETOUR BRIDGE
N39°W 70')
(
STA. 49+27.83 RT.33
STA. 0+00.00 RT.119
BEGIN PROJECT
STA. 49+58.48
GV
TRACT 2
PJB
ASPHALT
GV
1
2
12"
CI
(AB
AND
ONE
D)
1
WM
M
2
6.6
1
+
49
WM
GM
L
ERA
LAT
N
A
S
ON
ATI
Y
LOC
CIT
Y
B
WN
O
N
UNK
TRACTOR
M
M
H
H
.
Sta
T
PO
M
HH
HH
M
06
-1
T7
.
ST
PL
R/
W
RICHARD'S
M
H
0
0.0
0
+
48
HHH
B H
H
H
49
WM
.3
TR
63'-0"
R/W
EX.
1
E
TC
1
/
9
EX.R/W
GV
WM
9
0
1
7
2
OUT TO OUT
WM
.2
TR
250SALES
Sig pole
3
B
3
6
1
2
9
1
'
720
WM
2
E
TC
71
0
'
WM
WM
R/
W
BB
PJB
v
H
Y
W
O
A
F
T
E
S
R
P
E
W
N
O
C
R
E
K
R
74
S
0'
M
Lpole
TS
RE
720'
E
249+50.00
H
NO POT Sta.
J C
RT
O
N
H
C
.
MA
W
A
E
I
N
X
L
.
K
S
R
/W
T.
C
I
T
E
A
S
P
H
A
L
T
E
X
.
E
H
HH
WENDY'S
Sheets
No.
T
C
E
E
TC
(
N2
0°
W
47
')
Lpole
73
0'
(N
R
/
7
8
E W
°
3
0
'
E
R
/J
W
E
H
4
"
E
PJB
GM
3
Total
No.
6
"
C
.
I
.
WV
(S
5
°
5 30
3
' 'E
)
W.V.
Year
71
0'
H
E
7
4
0
'
2
/
9
W
P
L
A
S
T
I
9
C
4 H
'
)
E
H
E
A
0
1
1
7
T
No.
Sheet
County
Project No.
Div.
Public
State
State
Roads
Dist.
Project
Federal
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
E40
E86
County
Project No.
Div.
Year
No.
U344-33- STP-00332014
12.76 00
ROANE
243 (D)
CURVE 33-1 DATA
P.I. Sta. 58+11.90
PARKING
DELTA
R = 3,997.39'
°40'W
N51
(
D
R/W
EX.
)
64'
°E
(N39
PHARMACY
'
0
4
7
'
30
7
R
/
W
PJB
PJB
J
1
INC.
H
'
0
2
7
SMH
SMH
D
ER
.
NTI
INC
FRO
A,
INI
G
R
VI
PJB
PJB
J
W
R/
X.
E
PUMP
STATION
Sept
Sept tnk
tnk
u
')
1
1
82.
CHORD S40°55'E 1
(
P.I. Sta. 1+80.94
PJB
PJB
J
ASPHALT
2
R = 2,000.00'
DRIVE
(CR 33/2)
4
GRAVEL
(S50°1
3'W 90.55')
PARKING
PT Sta. 2+29.37
TCE
E
TC
SMH
SMH
D
P
C
V
"
8
E
TC
EX. R/W
TCE
L = 69.07'
DELTA
)
E
'
3
)
3
'
E
7.
8
2
7
.
E
)
2
'
2
1'
8
2
°
.8
W
'
16
72
9
(S
0
W
°
1'
2
3
2
°
S
(
8
8 { WILLIAMS
(N
TCE
T = 35.98'
PJB
PJB
J
E
E
3890' R)
(
R = 100.00'
CURVE 33/2-1 DATA
PJB
PJB
J
E
24" RC
P
u
10"
VCP
GV
GV
H
B
P.I. Sta. 253+12.74
DELTA
EX. R/W
B
HSAN.
D
CURVE DET-3 DATA
W
/
.R
EX
'
0
72
E = 6.28'
EMERGENCY
C = 67.71'
PARKING
SEVICES
T = 48.44'
L = 96.87'
E = 0.59'
CURVE DET-4 DATA
C = 96.86'
P.I. Sta. 253+82.74
DELTA
72
0'
W
/
.R
EX
6
6
1
2
9
1D
1
"W
12
STMH
STMH
CON
C.
WAL
K
CONSUMERS GAS UTILITY CO.
Sept
Sept tnk
tnk
GE
NE
RA
TO
R
6" STL. GAS
STMH
STMH
6
1
2
9
R = 100.00'
T = 36.90'
CURVE 33/2-1
L = 70.71'
DD-MMM-YYYY HH:
MM
J
H
Phone
Phone ped
ped
Phone
Phone ped
ped
$USERNAME$
T
WES
Sig
Sig pole
pole
PJB
PJB
J
B
J -7
H
72
0'
H
WV
WV
B
CER
F SPEN
CITY O
S
K
R
O
W
WATER
H
6" F.M
.
12"W
D
SMH
SMH
Sig
Sig pole
pole
BLOCK WALL
R/W
EX.
SMH
SMH
D
'
0
3
7
A
CURVE 33-1
P
8"VC
730'
PJB
PJB
J
6" F.M
.
7
20
'
1
1
P
E
E
D
'
3
.
5
1
2.50
PC Sta. 1+3
FRON
TIER
WEST
VIRG
(3-F
INIA
, IN
.O.
C.
3
0
& 7
'
1COPP
ER)
FRONT
IER
WEST
VIRGI
NIA,
END PROJECT
STA. 54+35.47
57
STA. 55+20.82 RT. 33
STA. 1+03.31 WILLIAMS DR.
56
ING
L. CAS
20" ST
730'
{ US ROUTE 33
8"VCP
1
58
Sig
Sig pole
pole
H
55
CURVE DET-4
/W
EX.R
A
B
4')
64.
N45°W 2
(
CURVE DET-3
CON
C.
WAL
K
'
0
3
7
30')
0'W
3
°
8
S2
(
'
30
7
1
ASPHALT
'
0
5
7
'
0
4
7
1 1
54
/W
EX.R
7')
6.
°E 7
0
5
S
(
7
5
0
'
H
53
D
73
06°E 52')
S
(
'
1 STORY
CONC. WALK
254
R/W
EX.
SMH
SMH
EX.R/W
HH
ER
PENC
OF S
CITY
RKS
R WO
WATE
12"W
H
8"W
Sig
Sig pole
pole
Lpole
Lpole
H
D
W
8"
WM
WM
H
750'
R/W
EX.
H
SMH
SMH
18" RCP
7
3
0
'
9
1
1
7
T
TC
E
SMH
SMH
')
°30'E 4
1
S1
(
POT Sta. 254+60.63
A
C
T1
2 TR
PT Sta. 254+16.54
2
5
3
+
4
5
.
8
3
S
t
a
.
P
R
C
R
/
W
PC Sta.
52+76.76
°E)
(N39
(S)
37'
PC Sta. 252+76.76
253
SMH
SMH
D
C
6"PV
MATCH LINE STA. 52+50 US ROUTE 33 SEE SHEET E39
R
/
W
A
C
T2
2 TR
R/W
EX.
'
0
4
7
{ TEMPORARY DETOUR
T
HAL
ASP
W
TC
E
.
I
.
C
TC
E
C = 1,060.82'
08')
0'W 1
N45°1
(
13
.9
'D
EE
P
TC
E
5
6
1
2
9
WV
WV
H
P
C
V
"
8
Lpole
Lpole
H
E = 35.66'
"
8
0'
74
0'
73
TC
E
Lpole
Lpole
L = 1,063.96'
W
'
0
3
°
11
(S
D
)
'
0
6
9')
85.
H
7
60
'
T = 535.14'
E = 6.59'
C = 69.24'
E
SMH
SMH
D
(
S37°37'51
"E 297.
63')
SMH
D
71
0'
PC Sta. 2+86.96
GOFF RUN
0'
1
7
D
PARKERSBURG, WV
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
ALTERNATIVE 2A
0
SCALE :
J04C23C03-PLAN e
20 ft.
PLAN SHEET
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
STA. 52+50 TO END PROJECT
P:
\PR5331
3\cadd\RDY_PLN_CRBB_Al
t2A_02.dgn
71
0'
D
E
S
O
P
X
E
7
2
0
'
GV
7
1
0'
'
20
7
7
20'
Public
State
State
Roads
Dist.
Project
Federal
No.
W.V.
3
Year
Sheet
Total
No.
Sheets
E41
E86
No.
U344-33- STP-003312.76 00
2014
ROANE
243 (D)
731.53
731.86
732.28
732.94
733.84
734.99
736.24
737.49
738.74
739.99
741.24
742.49
743.74
744.98
745.93
Div.
Fiscal
County
Project No.
770
770
765
765
760
760
V.P.I. Sta. 250+09.18
Elev. = 745.777
36' V.C.
755
755
K = 12
SSD = 240'
750
750
175.00'
+1.157 %
-2.000
%
745
PROFILE GRADE LINE
TEMPORARY BRIDGE DETOUR
-5.
000
%
745
740
740
735
735
-5.
000
%
1
.5:
1
-1.325 %
730
730
725
725
V.P.I. Sta. 252+74.07
Elev. = 732.533
EXISTING GROUND
720
720
96' V.C.
1
.5:
1
K = 26
715
715
SEE ALTERNATIVE 1A
PROFILE SHEET
705
250+00
251+00
252+00
253+00
728.58
729.5
730.46
731.1
731.68
726.3
724.52
724.4
724.30
724.1
717.24
711.5
708.74
705.3
710.76
717.4
718.85
720.9
736.28
745.9
695
700
745.79
700
254+00
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
5 ft.
DIVISION OF HIGHWAYS
SCALES
0
ALTERNATIVE 2A - TEMPORARY DETOUR BRIDGE
PARKERSBURG, WV
PROFILE SHEET
20 ft.
0
J04C30C03-PROFILE c
705
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
STA. 249+50 TO STA. 254+60
$USERNAME$
FOR US 33
DD-MMM-YYYY HH:
MM
710
695
P:
\PR5331
3\cadd\RDY_PRO_TEMPDETOUR_Al
t_2A.dgn
710
C
O
N
S
U
M
E
R
S
PE
OUT TO OUT
PC Sta. 252+76.76
H
4
5
.
8
3
2
5
3
+
6"
VCP
p
ipe
Ve
nt
D
H
R
/
W
H
H
H
PC Sta.
52+76.76
73
0
'
H
E86
CONC. WALK
END APPROACH SLAB
STA. 52+59.00
254
54
'
0
3
7
6" F.M
.
PE
CONSUMERS GAS UTILITY CO.
EXIST. R/W
P
DI
Sept tnk
')
1
1
82.
CHORD S40°55'E 1
(
29')
90.
S39°48'E 1
(
)
'
3
)
3
.
'
7
8
2
7
.
E
)
2
'
2
1'
8
8
2
.
°
W
'
16
72
9
(S
0
W
°
1'
2
3
2
°
8
(S
8
(N
3890' R)
(
4
E
TC
735.63
736.56
737.50
739.36
740.30
.45')
71
(S47°06'W
741.23
742.17
743.10
TCE
DRAULIC
HY
DATA
AT NORTH MARKET ST.
SPRING CREEK
780
HWE
250'-0" C/C BEARINGS
{ ABUTMENT 1
{ PIER 1
{ ABUTMENT 2
{ PIER 2
75'-0"
100'-0"
75'-0"
721.61
723.11
2.63
3950
722.45
723.95
2.06
4500
Q50
723.90
725.40
2.64
5430
Q100
725.02
726.52
2.64
6200
DRAINAGE AREA = 39.6 SQ. MI.
Q100
WATERWAY OPENING = 575 SF
BASED ON SLOPE OF
*ESTIMATED
STREAM FOR RUBY BRADLEY.
EXISTING
GROUND
2:
1
Q(CFS)
Q25
PROPOSED GRADE
3.
74 %
V(FPS)
Q10
EXISTING AND
I
NTEGRAL
*
HWE
DD-MMM-YYYY HH:
MM
PE
6
6
1
2
9
I
NTEGRAL
Q50
t
Q10
Q25
1
2:
$USERNAME$
720
NORMAL POOL
700
ESTIMATED TOP
SPRING CREEK
OF ROCK. TYP.
EW
EW
20 ft.
EXISTING STRUCTURE TO BE
DEMOLISHED IN PHASE 2
0
t - 3'-0" FOUNDATION PROTECTION TYP.
20 ft.
DESIGNED
DATE
MWL 7/14
51+00
52+00
733.7
734.9
735.7
733.2
713.6
733.8
713.7
708.0
705.0
708.6
717.1
719.7
736.0
745.5
746.7
747.7
748.2
660
50+00
NUMBER
53+00
DRAWN
ASG
DATE
BY
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
7/14
COL. RUBY BRADLEY
BRIDGE REPLACEMENT
SITUATION PLAN
ALTERNATIVE 2A
SHEET
CHECKED
OF
BRIDGE NO.
CHECKED
PARKERSBURG, WV
J04C22C03 - BRIDGE b
REVISION
DIVISION OF HIGHWAYS
0
49+00
SHEET
NUMBER
SCALES
680
640
REVISION
P:
\PR5331
3\cadd\str_l
ay_si
tpl
an Al
t. 2A.dgn
PE
Sept tnk
10"
VCP
u
71
0'
6"
B
6" STL. GAS
u
I
'
0
3
7
PJB
A
FRON
TIER
WEST
VIRG
INIA
(3-F
, IN
.O.
C.
3
0
& 7
'
1COPP
ER)
G
u
y
M.
F.
5
6
1
2
9
J
BI
G
uy
73
0
'
PE
V.
C.
12
"
F.
M.
6"
CON
C.
WAL
K
H
D
P
DI
END PROJECT
STA. 54+35.47
730'
6"
VCP
{ US ROUTE 33
M.
F.
720'
744.04
POT Sta. 254+60.63
71
0'
71
0'
72
0'
PE
63'-0"
73
0'
D
730'
ROANE
ST.R/W
EXI
252'-0" OUT TO OUT OF PAVING NOTCH
740
2014
Lpole
6" F.M
.
E
TC
744.97
TC
E
3
8"
740'
U344-33- STP-03312.76 00 243 (D)
PT Sta. 254+16.54
PE
PE
PE
720'
730
'
H
H
J
BJ
8"
FRONTIER
EXIST. R/W
745.88
9
1
1
7
T
53
SMH
6"
WEST VIRGINIA, INC.
760
E42
No.
{ PIER 2
738.43
J
H
H
H
H
PJB
IN
C.
R/W
ST.
EXI
51
7
3
0
'
{ BEARINGS
ABUTMENT 2
720'
746.78
END BRIDGE
STA. 52+39.00
52
71
0'
HH
2 TRACT 1
{ BRIDGE
Sheets
ASPHALT
TMH
800
253
2 TRACT 2
2
H
H
1
11
VI
RG
IN
IA
,
R/W
ST.
EXI
Sig pole
PJB
WE
ST
R
/
W
TRACT 1
{ PIER 1
740'
FR
ON
TI
ER
WM
WM
'
740
P
L
A
S
T
I
C
6
"
H
1
H
HH
A
WM
252
71
0'
GV
GV
R
/
W
0'
71
{ BEARINGS
ABUTMENT 1
4
6
1
2
9
TC
E
R
/
W
N39°W 70')
(
Sig pole
TC
E
R
/
W
251
Total
No.
TC
E
S
t
a
.
R
/
W
Sheet
County
Year
13
.9
'D
EE
P
P
R
C
PE
TRACT 1
PE
PJB
TC
E
3
Fiscal
Lpole
{ TEMPORARY DETOUR
PE
12"
CI
(AB
AND
ONE
D)
50
BEGIN BRIDGE
STA 49+87.00
6" STL. GAS
{ TEMPORARY
DETOUR BRIDGE
CONSUMERS GAS UTILITY CO.
71
0'
CR
EE
K
SP
RI
NG
71
0'
V.
C.
12
"
F.
M.
TRACT 2
H
H
2
T
C
E
No.
W.V.
R/
W
M
250
1
16
5'
)
(S
72
°W
720'
TS
RE
'
730
P
SALES
6"
BB
H
72
0'
(N6
9°
E 5
1
720 ')
'
69
'(S
)
H
M
L
ERA
LAT
SAN
N
O
ATI
Y
LOC
CIT
BY
N
W
O
N
UNK
TRACTOR
BEGIN APPROACH SLAB
STA. 49+67.00
72
0'
G
A
S
A
S
P
H
A
L
T
W
A
L
K
C
O
N
C
.
J
C
AI
I
T
N
Y
ST
W
O
A
F
T
.
E
S
R
P
E
W
N
O
C
R
E
K
R
74
S
0'
.3
TR
R/
W
RICHARD'S
EXIST. R/W
BEGIN PROJECT
STA. 49+58.48
HJ
1
E
TC
1
/
9
STA. 49+27.83 RT.33
STA. 0+00.00 RT.119
1
100
ASPHALT
H
.2
TR
PJB
4
"
W
1 1
1
1
1
H
1
9
0
1
7
2
E
X
I
S
T
.
R
/
W
E
X
I
S
T
.
H
PI
HH
H
NO
RT
H
v
H
E
249+50.00
POT Sta.
H
R
/
W
H
M
H
H
M
2
6.6
1
+
9
. 4
Sta
H
M
H
M
M
49
{ US ROUTE 119
E
TC
'
720
B
2
Project
32.50
PC Sta. 1+
R/
W
.
ST
PL
State
Dist.
Federal
71
0
'
3
B
3
6
1
2
9
TS
RE
GM
State
Roads
Project No.
(
N2
0°
W
47
')
Sig pole
WM
Public
Div.
720'
Lpole
PJB
T
C
E
E
TC
Public
State
State
Roads
Dist.
Project
Federal
120
110
100
90
80
70
60
50
40
30
/
/
10
20
30
40
50
60
70
80
90
100
110
120
3
130
Total
No.
Sheets
E43
E86
No.
U344-33- STP-003312.76 00
140
2014
ROANE
243 (D)
150
160
750
EX.R/W
740
2:
1
730
E.
P.
E.
P.
1
2:
733.76
EX.R/W
750
733.99
/
/
/
/
/
/
/
0
W.V.
Sheet
760
730
/
10
No.
Year
760
740
DATE
20
Div.
Fiscal
County
Project No.
720
720
760
750
750
AREAS CHECKED
760
NO.
AREAS
710
/
/
/
/
/
/
/
/
/
/
NOTE
BOOK
SURVEY
710
EX.R/W
DD-MMM-YYYY HH:
MM
730
ALT2_33-RT_FILL
720
720
$USERNAME$
ALT2_33-LT_FILL
E.
P.
E.
P.
1
2:
730
740
2:
1
735.66
740
735.63
EX.R/W
52+50
710
710
50
60
70
80
90
100
110
120
130
140
150
160
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
10 ft.
DIVISION OF HIGHWAYS
ALTERNATIVE 2A, 2B & 3 - US 33
SCALES
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
0
CROSS-SECTION SHEET
10 ft.
0
J05C07C03-XSECT2 b
REVISION
NUMBER
SHEET
NUMBER
REVISION
DATE
BY
STA. 52+50 TO STA. 53+00
P:
\PR5331
3\cadd\RDY_XSC_US33_ALT3_01
.dgn
AREAS CHECKED
NO.
AREAS
PLOTTED
TEMPLATE
NOTE
BOOK
SURVEY
ORI
GI
NAL
SURVEYED
BY
DATE
FI
NAL
SURVEYED
PLOTTED
TEMPLATE
BY
53+00
Public
State
State
Roads
Dist.
Project
Federal
Fiscal
120
110
100
90
80
70
60
50
40
30
20
10
50
60
70
80
90
100
110
120
130
U344-33- STP-00332014
12.76 00
140
ROANE
E86
243 (D)
150
160
EX.R/W
730.03
EX.R/W
BY
720
740
730
E.
P.
730.08
/
/
40
E44
No.
750
E.
P.
/
/
/
/
/
/
/
/
30
3
Sheets
750
1
2:
DATE
20
W.V.
Total
No.
760
730
720
760
760
750
750
AREAS CHECKED
710
NO.
AREAS
710
/
/
/
/
/
NOTE
BOOK
SURVEY
SURVEYED
PLOTTED
TEMPLATE
54+00
SEE ALTERNATIVE 1A
720
$USERNAME$
720
730
E.
P.
E.
P.
1
2:
DD-MMM-YYYY HH:
MM
740
2:
1
732.08
730
EX.R/W
740
731.89
EX.R/W
FOR US 33
53+50
PROFILE SHEET
710
710
50
60
70
80
90
100
110
120
130
140
150
160
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
10 ft.
DIVISION OF HIGHWAYS
ALTERNATIVE 2A, 2B & 3 - US 33
SCALES
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
0
CROSS-SECTION SHEET
10 ft.
0
J05C07C03-XSECT2 b
REVISION
NUMBER
SHEET
NUMBER
REVISION
DATE
BY
STA. 53+50 TO STA. 54+00
P:
\PR5331
3\cadd\RDY_XSC_US33_ALT3_01
.dgn
AREAS CHECKED
NO.
AREAS
PLOTTED
TEMPLATE
NOTE
BOOK
SURVEY
ORI
GI
NAL
SURVEYED
BY
/
/
/
/
/
FI
NAL
10
No.
Year
760
740
DATE
0
Div.
Sheet
County
Project No.
Public
State
State
Roads
Dist.
Project
Federal
Fiscal
{ TEMP. DETOUR
Div.
No.
W.V.
3
Sheet
Total
No.
Sheets
E45
E86
County
Project No.
Year
No.
U344-33
STP-0033
12.76 00
(243)D
2014
ROANE
{ EXISTING
ALTERNATIVE 2A
US ROUTE 33
50'-0"
63'-0"
38'-9"
2'-0"
26'-3"
5'-6"
1'-0"
5'-6"
12'-0"
11'-0"
LANE
24'-1•"
LANE
16'-9"
ROAD WIDTH
11'-0"
12'-0"
LANE
LANE
1
'-6"
29'-3"
8" REINFORCED
CONCRETE DECK
9•"
2 %
2'-0"
2 %
66" AASHTO
TYPE IV MOD.
(TYP.)
5 SPA. @ 10'-10" = 54'-2"
4'-5"
5/4/201
5
1
0:
09:
31 AM
COMPLETED TYPICAL SECTION
$USERNAME$
4'-5"
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
DESIGNED
DRAWN
DATE
COL. RUBY BRADLEY
BRIDGE REPLACEMENT
COMP.TYPICAL SECTION
ALTERNATIVE NO. 2A
SHEET
CHECKED
OF
BRIDGE NO.
CHECKED
PARKERSBURG, WV
P:
\PR5331
3\cadd\str_typ_phased const.dgn
1'-0"
SHOULDER
6"
SIDEWALK
SHOULDER
6"
4'-11‚"
2'-0"
Public
State
State
Roads
Dist.
Project
Federal
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
50
60
70
80
90
100
110
120
Div.
No.
W.V.
3
130
Fiscal
Sheet
Total
No.
Sheets
E46
E86
County
Project No.
Year
No.
U344-33- STP-003312.76 00
140
2014
ROANE
243 (D)
150
160
760
750
750
733.84
EX.R/W
760
740
740
/
/
E.
P.
1
2:
BY
720
AREAS CHECKED
NO.
AREAS
715
252+50
/
/
/
/
/
NOTE
BOOK
SURVEY
720
770
760
760
EX.R/W
2:
1
1
2:
740
736.28
$USERNAME$
740
730
730
250+00
720
720
50
60
70
80
90
100
110
120
130
140
150
160
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
10 ft.
DIVISION OF HIGHWAYS
ALTERNATIVE 2A - TEMPORARY DETOUR BRIDGE
SCALES
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
0
CROSS-SECTION SHEET
10 ft.
0
J05C07C03-XSECT2 b
DD-MMM-YYYY HH:
MM
750
REVISION
NUMBER
SHEET
NUMBER
REVISION
DATE
BY
STA. 250+00 TO STA. 252+50
P:
\PR5331
3\cadd\RDY_XSC_DETOUR_ALT_2A-2B.dgn
EX.R/W
750
745.92
770
E.
P.
AREAS CHECKED
NO.
AREAS
PLOTTED
TEMPLATE
NOTE
BOOK
SURVEY
ORI
GI
NAL
SURVEYED
BY
/
/
/
/
/
FI
NAL
SURVEYED
PLOTTED
TEMPLATE
715
DATE
730
724.30
/
/
/
/
/
/
/
/
DATE
730
E.
P.
2:
1
Public
State
State
Roads
Dist.
Project
Federal
120
110
100
90
80
70
60
50
40
30
20
10
/
/
/
/
/
/
/
40
50
60
70
80
90
100
110
120
130
Sheets
E47
E86
No.
U344-33- STP-003312.76 00
140
2014
ROANE
243 (D)
150
160
740
1
:
5
:
1
730
E.
P.
E.
P.
731.68
1
2:
731.52
EX.R/W
750
720
253+50
710
710
760
760
750
750
AREAS CHECKED
NO.
AREAS
NOTE
BOOK
SURVEY
/
/
/
/
/
/
/
/
/
/
EX.R/W
732.28
740
2:
1
1
2:
730
710
$USERNAME$
720
710
253+00
700
700
50
60
70
80
90
100
110
120
130
140
150
160
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
10 ft.
DIVISION OF HIGHWAYS
ALTERNATIVE 2A - TEMPORARY DETOUR BRIDGE
SCALES
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
0
CROSS-SECTION SHEET
10 ft.
0
J05C07C03-XSECT2 b
REVISION
NUMBER
SHEET
NUMBER
REVISION
DATE
BY
STA. 253+00 TO STA. 253+50
P:
\PR5331
3\cadd\RDY_XSC_DETOUR_ALT_2A-2B.dgn
720
DD-MMM-YYYY HH:
MM
E.
P.
730
E.
P.
740
724.52
AREAS CHECKED
NO.
AREAS
PLOTTED
TEMPLATE
NOTE
BOOK
SURVEY
ORI
GI
NAL
SURVEYED
BY
DATE
FI
NAL
SURVEYED
PLOTTED
TEMPLATE
BY
/
30
3
Total
No.
750
720
/
20
W.V.
Sheet
760
730
/
10
No.
Year
760
740
DATE
0
Div.
Fiscal
County
Project No.
Public
State
State
Roads
Dist.
Project
Federal
Fiscal
90
80
70
60
50
40
30
20
10
0
10
20
30
40
50
60
70
80
90
100
110
120
3
130
Sheets
E48
E86
No.
U344-33- STP-00332014
12.76 00
140
ROANE
243 (D)
150
160
/
100
W.V.
Total
No.
/
/
/
/
/
AREAS
/
/
/
/
110
No.
Year
AREAS CHECKED
NO.
NOTE
BOOK
SURVEY
/
/
/
/
/
/
/
/
/
/
760
760
750
750
2:
1
730
730
730.46
1
2:
720
DD-MMM-YYYY HH:
MM
740
$USERNAME$
740
730.35
EX.R/W
SEE ALTERNATIVE 1A
720
FOR US 33
254+00
PROFILE SHEET
710
710
50
60
70
80
90
100
110
120
130
140
150
160
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
10 ft.
DIVISION OF HIGHWAYS
ALTERNATIVE 2A - TEMPORARY DETOUR BRIDGE
SCALES
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
0
CROSS-SECTION SHEET
10 ft.
0
J05C07C03-XSECT2 b
REVISION
NUMBER
SHEET
NUMBER
REVISION
DATE
BY
STA. 254+00
P:
\PR5331
3\cadd\RDY_XSC_DETOUR_ALT_2A-2B.dgn
AREAS CHECKED
NO.
AREAS
PLOTTED
TEMPLATE
NOTE
BOOK
SURVEY
ORI
GI
NAL
SURVEYED
BY
DATE
FI
NAL
BY
SURVEYED
PLOTTED
TEMPLATE
DATE
120
Div.
Sheet
County
Project No.
Public
State
State
Roads
Dist.
Project
Federal
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
County
Project No.
Div.
Year
No.
U344-33- STP-003312.76 00
2014
ROANE
243 (D)
E49 E86
{ TEMP. DETOUR
ALTERNATIVE 2B
{ US ROUTE 33
2'-0"
2'-0"
SHLDR
2'-0"
DRUMS
5'-6"
12'-0"
11'-0"
11'-0"
12'-0"
VARIES
5'-6"
5'-0"
SIDEWALK
LANE
TURN LANE
TURN LANE
LANE
SHLDR
SIDEWALK
SIDEWALK
DRUMS
10'-0" MIN.
10'-0" MIN.
10'-0" MIN.
LANE
LANE
LANE
2:
1
1
2:
1
2:
2:
1
PROPOSED TYPICAL SECTION
US ROUTE 33, ALTERNATIVE 2B
END BRIDGE TO END PROJECT
PROPOSED TYPICAL SECTION
PARKERSBURG, WV
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
ALTERNATIVE 2B
J04C23C03-PLAN e
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
PLAN SHEET
TYPICAL SECTIONS
P:
\PR5331
3\cadd\RDY_TYP_CRBB.dgn
$USERNAME$
DD-MMM-YYYY HH:
MM
US ROUTE 33 TEMPORARY DETOUR, ALTERNATIVE 2B
END BRIDGE TO END PROJECT
Public
State
State
Roads
Dist.
Project
Federal
S
.
A
R
G
K
R
M
HARDMAN'S
DETOUR BUSINESS TRAFFIC TO COURT
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
E50
E86
County
Project No.
Div.
Year
No.
U344-33- STP-003312.76 00
ROANE
2014
243 (D)
S
.
A
R
G
K
R
M
E
X.R/
W
DO IT BEST
STREET THEN TO MARKET STREET
EX.R
/W
.
ST
RT
U
CO
CITY
R/W
EX.
R/W
EX.
BUILDING
1 STORY
GROCERY
APPROACH TO
C
O
N
C
.
INTERSECTION
ROAD CLOSED
R
/W
WENDY'S
E
X
.
RICHARD'S
TRACTOR
/W
.R
X
E
/W
.R
X
E
PARKING
T
HAL
ASP
WORK ZONE
CONVERT TO
R/W
EX.
/W
EX.R
1 STORY
Y
ONL
ONE WAY
/W
EX.R
EX.R/W
EX.R/W
MAINTAIN TWO 12' LANES
GRAVEL
ON TEMPORARY BRIDGE
PARKING
ASPHALT
EMERGENCY
PARKING
SEVICES
GV
THREE LEGS
W
/
.R
EX
EX.R/W
LT
ASPHA
RE-PHASE SIGNAL TO
EACH REMAINING
W
R/
.
X
PUMP
E
STATION
SAN.
INSURANCE
DEDICATED GREEN FOR
W
/
.R
EX
R
/
W
EX. R/W
ERIE
R/W
EX.
CON
C.
WAL
K
/W
EX. R
Y
PLE
RI
O
T
US ROUTE 33
ASPHALT
/W
EX. R
R/W EX
EX.
.
EX.R/W
ASPHALT
T
HAL
ASP
R/W
EX.
CONC. WALK
EX. R/W
R/W
EX.
EX.R/W
GE
NE
RA
TO
EX.
CONR/W
R
C.
WAL
K
COUNTY
TO
URG
DSB
L
O
ARN
PHARMACY
SALES
COURTHOUSE
R/W
EX.
R/W
EX.
R/W
EX.
W
A
L
K
CLOSE NORTH
A
E
S
X
P
.
H
R
A
/
L
W
T
E
X
.
R
/
W
OFFICE
R/W
EX.
ROAD CLOSED
R/W
EX.
POST
R/W
EX.
MA
I
N
ST
.
STORES
A
S
P
H
A
L
T
PEKING
ADVANCED
BUFFET
AUTO
MOVIE
PARKERSBURG, WV
GALLERY
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
0
SCALE :
J04C23C03-PLAN e
50 ft.
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
TEMPORARY TRAFFIC CONTROL
PLAN SHEET
ALTERNATIVE 2B
DD-MMM-YYYY HH:
MM
$USERNAME$
TRAFFIC FLOW
P:
\PR5331
3\cadd\TRF_PLN_Al
t2B.dgn
S
.
A
R
G
K
R
M
WORK ZONE
W
1 STORY
WI
LLI
AMS
DRI
EX.
VE
R/
S
.
A
R
G
K
R
M
BUILDING
/W
EX. R
/W
EX. R
LEGEND
BALL
FIELD
OFFICE
3. PHASE 3: CONSTRUCT REMAINING PORTION OF SIDEWALK
AND REMOVE TEMPORARY DETOUR USING CASE A4.
2
EX. R/W
2. PHASE 2: CONSTRUCT PROPOSED BRIDGE USING TEMPORARY
TRAFFIC CONTROL AS SHOWN ON THIS SHEET.
33
T
AL
PH
S
A
EEK
SPRING CR
1. PHASE 1: CONSTRUCT TEMPORARY BRIDGE
USING EXISTING TRAFFIC PATTERNS
9
1
E 1
OUT
US R
NOTES
S
Y
T
R
N
O
A
T
R
S
U
A
1
T
S
E
R
EX. R/W
EX. R/W
GOFF RUN
Public
State
State
Roads
Dist.
Project
Federal
Fiscal
(N
71
°3
0'
E
72
0'
6"
VCP
p
ipe
Ve
nt
D
H
73
0
'
H
6"
VCP
H
73
0
'
I
Gu
y
M.
F.
PE
V.
C.
12
"
F.
M.
BI
G
u
y
P
DI
6"
M.
F.
2051
PE
PE
P
DI
2052
EX.R/W
5
6
1
2
9
PC Sta. 2052+76.76
PE
71
0'
PE
PE
6"
PE
73
0'
29')
90.
S39°48'E 1
(
4
720'
730'
D
PE
71
0'
72
0'
J
740'
D
/W
EX. R
DD-MMM-YYYY HH:
MM
{ TEMPORARY
DETOUR BRIDGE
.45')
71
7
20
'
E
TC
TCE
'
0
1
7
$USERNAME$
(S47°06'W
0'
71
720'
7
1
0
'
WEST
PARKERSBURG, WV
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
ALTERNATIVE 2B
0
SCALE :
J04C23C03-PLAN e
20 ft.
PLAN SHEET
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
BEGIN PROJECT TO STA. 52+50
P:
\PR5331
3\cadd\RDY_PLN_CRBB_Al
t2B_01
.dgn
730'
740'
EX. R/W
SMH
TIER
C.
FRON
, IN
INIA
G
R
I
V
LT
ASPHA
SMH
8"
0'
71
H
GM
101
GM
END BRIDGE
STA. 52+39.00
52
MATCH LINE STA. 52+50 US ROUTE 33 SEE SHEET E52
PE
PE
H
H
/W
EX. R
HHHH
GM
TRACT 1
{ BRIDGE
8"
GM
CONSUMERS GAS UTILITY CO.
71
0'
SP
RI
NG
V.
C.
12
"
F.
M.
CR
EE
K
(S
72
°W
TS
RE
6" STL. GAS
16
5'
)
'
730
P
720'
73
0'
'
740
J
H
H
H
H
D
H
M
ERIE
2
51
{ US ROUTE 119
INSURANCE
E86
71
0'
72
0'
E
X
.
720'
6"
H
7
(N6 20'
9°
E 5
1
720 ')
'
69
'(S
)
BB
M
H
H
H
1
11
2050
EX.R/W
7
88
33
10
TIC
LAS
P
"
8
H
P
L
A
S
T
I
C
1
TMH
2049
R/W
3
IN
C.
M
H
D
B
WEST VIRGINIA, INC.
71
0'
M
Sig pole
PJB
VI
RG
IN
IA
,
ROANE
720'
D
TMH
SMH
R
/W
E
X
.
H
100
4
"
W
HJ
WE
ST
2014
243 (D)
TRACT 2
R/
W
EX.R/W
71
0'
00
-1
T7
1
/
6
92
C
I
T
Y
W
O
A
F
T
E
S
R
P
E
W
N
O
C
R
E
K
R
74
S
0'
MA
I
N
NO
RT
H
H
M
H
PI
1
1
R
/
W
FRONTIER
6"
M
M
M
P
H
B
FR
ON
TI
ER
WM
H
H
4
6
1
2
9
A
D
D
SMH
PJB
PJB
WM
E
X
.
Sig pole
740'
H
WM
0'
71
50
BEGIN BRIDGE
STA 49+87.00
12.76 00
2
PE
BJ
GV
GV
WM
4"W
TIC
LAS
P
6"
G
A
S
W
A
L
K
J
H
H
v
H
1
H
H
H
R/W
EX.
TRACT 1
N39°W 70')
(
STA. 49+27.83 RT.33
STA. 0+00.00 RT.119
BEGIN PROJECT
STA. 49+58.48
U344-33- STP-0033-
TCE
PE
12"
CI
(AB
AND
ONE
D)
6
"
H
A
H
33
TE
ROU
P
8"VCP
SMH
P
VC
8"
H
.
Sta
1 1
1
H
H
B
P
H
48
R/
W
PJB
ASPHALT
E51
No.
'
0
1
7
D
T
HAL
ASP
1
71
0'
POT Sta. 2049+00.00
HH
HH
M
HH
H
H
B
1
H
H
H
49
WM
WV
S
{U
M
2
6.6
1
+
49
M
M
H
H
.
Sta
T
PO
R/W
EX.
M
B H
H
H
3
B
3
6
1
2
9
GV
03
-1
T7
TRACTOR
EX.R/W
GV
SMH
RICHARD'S
M
H
0
0.0
0
+
48
HHH
WM
GM
L
ERA
LAT
N
A
S
ON
ATI
Y
LOC
CIT
Y
B
WN
O
N
UNK
63'-0"
WM
.
ST
PL
R/
W
OUT TO OUT
06
-1
T7
1
/
9
SALES
Sig pole
GV
WM
9
0
1
7
2
'
720
WM
2
.2
TR
71
0
'
WM
WM
1 TSR
E
720'
Lpole
R/
W
ST
.
C
O
N
C
.
M
PJB
Sheets
71
0'
E
C
O
N
S
U
M
E
R
S
E
A
S
P
H
A
L
T
E
X
.
E
H
HH
WENDY'S
WM
TS
RE
(
N2
0°
W
47
')
Lpole
73
0'
(N
R
/
7
8
E W
°
3
0
'
E
R
/J
W
E
H
4
"
E
PJB
GM
3
Total
No.
6
"
C
.
I
.
WV
(S
5
°
5 30
3
' 'E
)
W.V.
Year
71
0'
H
E
7
4
0
'
2
/
9
W
P
L
A
S
T
I
9
C
4 H
'
)
E
H
E
A
0
1
1
7
T
No.
Sheet
County
Project No.
Div.
Public
State
State
Roads
Dist.
Project
Federal
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
E52
E86
County
Project No.
Div.
Year
No.
U344-33- STP-00332014
12.76 00
ROANE
243 (D)
CURVE 33-1 DATA
PARKING
P.I. Sta. 58+11.90
DELTA
R = 3,997.39'
°40'W
N51
(
R/W
EX.
R/W
EX.
SMH
D
SMH
SMH
D
8"W
R/W
EX.
)
64'
°E
(N39
PHARMACY
'
30
7
H
END PROJECT
STA. 54+35.47
3890' R)
(
{ TEMPORARY DETOUR
CURVE DET-5
Sept tnk
W
R/
X.
E
HSAN.
u
PUMP
STATION
Sept tnk
u
D
P.I. Sta. 2053+24.73
DELTA
CURVE 33/2-1 DATA
PJB
J
R = 107.00'
T = 47.96'
PJB
J
E
E
P.I. Sta. 1+80.94
PJB
J
)
E
'
3
)
3
'
E
7.
8
2
7
.
E
)
2
'
2
1'
8
2
°
.8
W
'
16
72
9
(S
0
W
°
1'
2
3
2
°
S
(
8
{ WILLIAMS
8
(N
R = 2,000.00'
GRAVEL
(S50°1
3'W 90.55')
PARKING
PT Sta. 2+29.37
SMH
D
P
C
V
"
8
EX. R/W
E
TC
E = 10.26'
E
C = 87.53'
PARKING
'
20
7
SEVICES
T = 48.44'
L = 96.87'
E = 0.59'
CURVE DET-6 DATA
C = 96.86'
DELTA
R = 107.00'
T = 45.48'
CURVE 33/2-1
L = 86.01'
E = 9.27'
E
C = 83.72'
SMH
7
1
0'
7
20'
EMERGENCY
P.I. Sta. 2054+12.43
E
TC
TCE
'
0
72
ASPHALT
DRIVE
(CR 33/2)
7
20
'
L = 90.18'
DELTA
4
TCE
CURVE DET-5 DATA
STMH
GV
H
B
W
/
.R
EX
D
7
E
2
0
'
S
O
P
X
E
D
(
S37°37'51
"E 297.
63')
PC Sta. 2+86.96
PARKERSBURG, WV
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
ALTERNATIVE 2B
0
SCALE :
J04C23C03-PLAN e
DD-MMM-YYYY HH:
MM
')
1
1
82.
CHORD S40°55'E 1
(
J
WV
6" F.M
.
10"
VCP
1D
72
0'
B
PJB
STMH
"W
12
$USERNAME$
W
/
.R
EX
6
6
1
2
9
H
ER
.
NTI
INC
FRO
A,
INI
G
R
VI
6
1
2
9
12"W
CONSUMERS GAS UTILITY CO.
T
WES
Sig pole
PJB
J
Phone ped
Phone ped
H
H
J
B
J -7
H
72
0'
3
205
D
18" RCP
6" STL. GAS
'
0
2
7
SMH
EX. R/W
A
B
H
Sig pole
BLOCK WALL
D
CER
F SPEN
CITY O
S
K
R
O
W
WATER
2
6" F.M
.
12"W
D
2.50
PC Sta. 1+3
'
0
3
7
1
R/W
EX.
SMH
P
8"VC
CON
C.
WAL
K
P
R
C
730'
PJB
J
'
3
.
5
1
CURVE 33-1
SMH
GE
NE
RA
TO
R
S
t
a
.
CON
C.
WAL
K
1
1
P
E
E
D
24" RC
P
730'
{ US ROUTE 33
57
FRONT
IER
WEST
VIRGI
NIA,
1
ASPHALT
FRON
TIER
WEST
VIRG
(3-F
INIA
, IN
.O.
3
C.
0
& 7
'
1COPP
ER)
8"VCP
55
54
4
5
0
2
Sig pole
H
STA. 55+20.82 RT. 33
STA. 1+03.31 WILLIAMS DR.56
ING
L. CAS
20" ST
1
2
0
5
3
+
53
PC Sta. 2052+76.76
1 1
H
HH
H
58
INC.
EX.R/W
CONC. WALK
6
6
.
9
4
PC Sta.
52+76.76
H
PJB
J
Sig pole
Lpole
/W
EX.R
A
B
4')
64.
N45°W 2
(
R
/
W
7
3
0
'
'
0
3
7
30')
0'W
3
°
8
S2
(
'
30
7
A
C
T1
2 TR
9
1
1
7
T
'
0
5
7
20 ft.
PLAN SHEET
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
STA. 52+50 TO END PROJECT
P:
\PR5331
3\cadd\RDY_PLN_CRBB_Al
t2B_02.dgn
R
/
W
7')
6.
°E 7
0
5
S
(
'
0
4
7
CURVE DET-6
TR
A
C
T2
/W
EX.R
'
0
4
7
TCE
2
'
0
4
7
7
5
0
'
C
6"PV
MATCH LINE STA. 52+50 US ROUTE 33 SEE SHEET E39
D
73
06°E 52')
S
(
'
1 STORY
TCE
96
PT Sta. 2054+52.
5
6
1
2
9
R/W
EX.
SMH
TCE
R
/
W
ER
PENC
OF S
CITY
RKS
R WO
WATE
'
0
4
7
')
°30'E 4
1
S1
(
W
8"
WM
H
750'
°E)
(N39
(S)
37'
W
08')
0'W 1
N45°1
(
13
.9
'D
EE
P
T
HAL
ASP
C = 1,060.82'
.
I
.
C
WV
H
P
C
V
"
8
Lpole
H
E = 35.66'
"
8
0'
74
0'
73
Lpole
H
L = 1,063.96'
W
'
0
3
°
11
(S
D
)
'
0
6
D
9')
85.
7
60
'
T = 535.14'
Public
State
State
Roads
Dist.
Project
Federal
Fiscal
No.
W.V.
3
Year
Total
No.
Sheets
E53
E86
No.
U344-33- STP-003312.76 00
2014
ROANE
243 (D)
728.94
729.86
730.78
731.41
731.96
732.61
733.25
734.00
734.97
735.97
736.97
737.97
738.97
739.97
740.97
741.97
742.97
743.97
744.97
745.97
Div.
Sheet
County
Project No.
765
765
760
760
755
755
PROFILE GRADE LINE
TEMPORARY DETOUR
BRIDGE
745
-4.0
00 %
740
735
750
Elev. = 733.098
175.00'
Elev. = 734.820
750
V.P.I. Sta. 2053+06.01
770
V.P.I. Sta. 2052+53.71
770
-4.0
01 %
-2.58
6 %
745
740
735
-2.58
7 %
-0.784 %
-3.6
75 %
Elev. = 733.775
37' V.C.
1
.5:
1
EXISTING GROUND
720
K = 26
715
730
Elev. = 731.325
V.P.I. Sta. 2052+79.83
V.P.I. Sta. 2053+85.22
V.P.I. Sta. 2053+69.92
725
Elev. = 731.445
-2.58
7 %
1
.5:
1
730
725
720
715
FOR US 33
705
705
PROFILE SHEET
250+00
251+00
252+00
253+00
728.94
729.9
730.81
731.4
729.75
728.0
728.18
728.4
728.16
725.2
717.52
716.1
717.16
715.7
710.25
708.1
716.81
719.1
733.65
744.8
695
700
747.08
700
254+00
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
5 ft.
DIVISION OF HIGHWAYS
SCALES
0
ALTERNATIVE 2B - TEMPORARY DETOUR BRIDGE
0
PARKERSBURG, WV
J04C30C03-PROFILE c
PROFILE SHEET
20 ft.
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
STA. 249+50 TO STA. 254+60
$USERNAME$
SEE ALTERNATIVE 1A
DD-MMM-YYYY HH:
MM
710
695
P:
\PR5331
3\cadd\RDY_PRO_TEMPDETOUR_Al
t_2B.dgn
710
6"
VCP
p
ipe
V
en
t
D
H
'
0
3
7
6" F.M
.
6" F.M
.
6" STL. GAS
3
205
CONSUMERS GAS UTILITY CO.
EXIST. R/W
10"
VCP
6
6
1
2
9
')
1
1
82.
CHORD S40°55'E 1
(
3890' R)
(
4
.45')
71
7
1
0
'
735.63
737.50
738.43
739.36
DRAULIC
HY
DATA
AT NORTH MARKET ST.
SPRING CREEK
780
HWE
250'-0" C/C BEARINGS
760
{ PIER 1
{ ABUTMENT 2
{ PIER 2
75'-0"
100'-0"
75'-0"
740
721.61
723.11
2.63
3950
722.45
723.95
2.06
4500
Q50
723.90
725.40
2.64
5430
Q100
725.02
726.52
2.64
6200
DRAINAGE AREA = 39.6 SQ. MI.
Q100
WATERWAY OPENING = 575 SF
BASED ON SLOPE OF
*ESTIMATED
STREAM FOR RUBY BRADLEY.
EXISTING
GROUND
2:
1
Q(CFS)
Q25
PROPOSED GRADE
3.
74 %
V(FPS)
Q10
EXISTING AND
I
NTEGRAL
*
HWE
DD-MMM-YYYY HH:
MM
740.30
741.23
742.17
743.10
7
20
'
736.56
(S47°06'W
0'
71
720'
744.04
TCE
252'-0" OUT TO OUT OF PAVING NOTCH
{ ABUTMENT 1
)
'
3
)
3
'
7.
8
2
.7
E
)
2
'
2
1'
8
2
.8
°
W
'
16
72
9
(S
0
W
°
1'
2
3
2
°
S
8
(
8
(N
4
7
20
'
'
0
1
7
Sept tnk
I
NTEGRAL
Q50
t
Q10
Q25
1
2:
$USERNAME$
720
NORMAL POOL
700
ESTIMATED TOP
SPRING CREEK
OF ROCK. TYP.
EW
EW
20 ft.
EXISTING STRUCTURE TO BE
DEMOLISHED IN PHASE 2
0
t - 3'-0" FOUNDATION PROTECTION TYP.
20 ft.
DESIGNED
DATE
MWL 7/14
51+00
52+00
733.7
734.9
735.7
733.2
713.6
713.8
713.7
708.0
705.0
708.6
717.1
719.7
736.0
745.2
746.7
747.7
748.2
660
50+00
NUMBER
53+00
DRAWN
ASG
DATE
BY
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
7/14
COL. RUBY BRADLEY
BRIDGE REPLACEMENT
SITUATION PLAN
ALTERNATIVE 2B
SHEET
CHECKED
OF
BRIDGE NO.
CHECKED
PARKERSBURG, WV
J04C22C03 - BRIDGE b
REVISION
DIVISION OF HIGHWAYS
0
49+00
SHEET
NUMBER
SCALES
680
640
REVISION
P:
\PR5331
3\cadd\str_l
ay_si
tpl
an Al
t. 2B.dgn
D
{ TEMPORARY DETOUR
{ TEMPORARY
DETOUR BRIDGE
Sept tnk
(S50°1
3'W 90.55')
730'
730'
744.97
740'
'
0
3
7
PJB
u
71
0'
CON
C.
WAL
K
29')
90.
S39°48'E 1
(
E
TC
WEST
TIER
C.
FRON
, IN
INIA
G
R
I
V
745.88
746.78
END PROJECT
STA. 54+35.47
720'
P
DI
4
5
0
2
B
Gu
y
BI
G
u
y
I
V.
C.
F.
M.
6"
740'
12
"
PE
PE
ASPHALT
FRON
TIER
WEST
VIRG
INIA
(3-F
, IN
.O.
C.
3
0
& 7
'
1
-COP
PER)
2052
2051
PC Sta. 2052+76.76
H
M.
F.
M.
F.
8"
101
800
54
730'
6"
VCP
D
73
0
'
5
6
1
2
9
3
0'
71
H
GM
{ US ROUTE 33
END APPROACH SLAB
STA. 52+59.00
SMH
GM
H
CONC. WALK
u
H
H
PC Sta.
52+76.76
73
0
'
H
H
PE
71
0'
PE
71
0'
72
0'
73
0'
8"
ST.R/W
EXI
Lpole
A
OUT TO OUT
63'-0"
J
SMH
P
DI
WEST VIRGINIA, INC.
740'
7
3
0
'
53
52
FRONTIER
6"
E86
R
/
W
J
PE
PE
H
H
H
H
BJ
D
R/W
ST.
EXI
HHHH
END BRIDGE
STA. 52+39.00
6"
2050
EXIST. R/W
E54
2 TRACT 1
9
1
1
7
T
720'
GM
TRACT 1
R
/
W
{ PIER 2
IN
C.
ROANE
TRACT 2
{ BEARINGS
ABUTMENT 2
51
TMH
GM
2
2
71
0'
H
VI
RG
IN
IA
,
R/W
ST.
EXI
Sig pole
PJB
2049
720'
730
'
'
740
J
H
1
11
H
HJ
WE
ST
CONSUMERS GAS UTILITY
CR
EE
K
71
0'
SP
RI
NG
V.
C.
12
"
F.
M.
M
H
H
H
6" STL. GAS
16
5'
)
(S
72
°W
720'
6"
BB
H
72
0'
(N6
9°
E 5
1
720 ')
'
69
'(S
)
H
R
/
W
E
X
I
S
T
.
P
L
A
S
T
I
C
6
"
1
100
4
"
W
POT Sta. 2049+00.00
1 1
1
1
1
H
H
1
H
HH
C
I
T
Y
W
O
A
F
T
E
S
R
P
E
W
N
O
C
R
E
K
R
74
S
0'
ST
.
MA
I
N
H
v
E
X
I
S
T
.
H
PI
HH
H
NO
RT
H
R
/
W
H
M
H
H
M
2
6.6
1
+
9
. 4
Sta
H
M
H
M
M
B
FR
ON
TI
ER
WM
PJB
2014
PT Sta. 2+29.37
A
4
6
1
2
9
BEGIN BRIDGE
STA 49+87.00
U344-33- STP-03312.76 00 243 (D)
R/W
{ PIER 1
PJB
Sheets
R
/
W
P
R
C
Sig pole
Total
No.
No.
2.96
PT Sta. 2054+5
BEGIN APPROACH SLAB
STA. 49+67.00
Sheet
County
Year
TCE
TRACT 2
R/
W
{ BRIDGE
50
3
Fiscal
TCE
0'
71
{ BEARINGS
ABUTMENT 1
STA. 49+27.83 RT.33
STA. 0+00.00 RT.119
BEGIN PROJECT
STA. 49+58.48
TCE
S
t
a
.
EXIST. R/W
N39°W 70')
(
No.
W.V.
2
12"
CI
(AB
AND
ONE
D)
Project
32.50
PC Sta. 1+
SALES
TRACT 1
State
Dist.
Project No.
TCE
PE
State
Roads
Div.
2
0
5
3
+
6
6
.
9
4
TRACTOR
R/
W
PJB
ASPHALT
WM
{ US ROUTE 119
RICHARD'S
1
71
0'
WM
2
GM
L
ERA
LAT
N
A
S
ON
ATI
LOC
ITY
Y C
B
N
W
NO
UNK
Public
Federal
'
720
49
GV
GV
.
ST
PL
R/
W
71
0
'
3
B
3
6
1
2
9
(
N2
0°
W
47
')
Sig pole
WM
1
/
9
720'
Lpole
9
0
1
7
2
13
.9
'D
EE
P
Public
State
State
Roads
Dist.
Project
Federal
Div.
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
E55
E86
County
Project No.
Year
No.
U344-33
STP-0033
12.76 00
(243)D
2014
ROANE
{ TEMP. DETOUR
ALTERNATIVE 2B
{ EXISTING
US ROUTE 33
68'-6"
63'-0"
38'-9"
2'-0"
2'-0"
SHOULDER
5'-6"
26'-3"
1'-0"
SIDEWALK
11'-0"
LANE
LANE
16'-9"
11'-0"
12'-0"
LANE
LANE
29'-3"
8" REINFORCED
CONCRETE DECK
6"
12'-0"
1
'-6"
5'-6"
6"
24'-1•"
ROAD WIDTH
9•"
2 %
2 %
2'-0"
66" AASHTO
TYPE IV MOD.
(TYP.)
5 SPA. @ 10'-10" = 54'-2"
4'-5"
5/4/201
5
1
0:
09:
41 AM
COMPLETED TYPICAL SECTION
$USERNAME$
4'-5"
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
DESIGNED
MWL
DATE
7/14
DRAWN
ASG
7/14
COL. RUBY BRADLEY
BRIDGE REPLACEMENT
COMP.TYPICAL SECTION
ALTERNATIVE NO. 2B
SHEET
CHECKED
OF
BRIDGE NO.
CHECKED
PARKERSBURG, WV
P:
\PR5331
3\cadd\str_typ_phased const.dgn
1'-0"
4'-11‚"
SHOULDER
Public
State
State
Roads
Dist.
Project
Federal
110
100
90
80
70
60
50
40
30
20
10
EX.R/W
750
/
/
/
/
/
/
/
/
30
40
50
60
70
80
90
100
110
120
W.V.
3
130
Sheet
Total
No.
Sheets
E56
E86
No.
U344-33- STP-003312.76 00
140
2014
ROANE
243 (D)
150
160
750
740
730
1
.
5
:
1
720
2052+50
710
710
700
700
770
770
760
760
AREAS CHECKED
NO.
AREAS
NOTE
BOOK
SURVEY
/
/
/
/
/
/
/
/
/
/
EX.R/W 744.92
740
733.66
730
720
730
720
2050+00
50
60
70
80
90
100
110
120
130
140
150
160
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
10 ft.
DIVISION OF HIGHWAYS
ALTERNATIVE 2B - TEMPORARY DETOUR BRIDGE
SCALES
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
0
CROSS-SECTION SHEET
10 ft.
0
J05C07C03-XSECT2 b
DD-MMM-YYYY HH:
MM
1
.
5
:
1
$USERNAME$
1
:
5
.
1
740
750
REVISION
NUMBER
SHEET
NUMBER
REVISION
DATE
BY
STA. 2050+00 TO STA. 2052+50
P:
\PR5331
3\cadd\RDY_XSC_DETOUR_ALT_2A-2B.dgn
750
EX.R/W
AREAS CHECKED
NO.
AREAS
PLOTTED
TEMPLATE
NOTE
BOOK
SURVEY
ORI
GI
NAL
SURVEYED
BY
DATE
FI
NAL
SURVEYED
PLOTTED
TEMPLATE
BY
/
720
/
20
728.14
730
DATE
10
1
2:
E.
P.
E.
P.
740
0
No.
Year
EX.R/W 734.92
120
Div.
Fiscal
County
Project No.
Public
State
State
Roads
Dist.
Project
Federal
120
110
100
90
80
70
60
50
40
30
20
10
50
60
70
80
90
100
110
120
130
E57
E86
No.
U344-33- STP-003312.76 00
140
2014
ROANE
243 (D)
150
160
EX.R/W
731.95
EX.R/W
740
E.
P.
2:
1
730
729.75
/
/
40
Sheets
750
E.
P.
/
/
/
/
/
/
/
/
30
3
Total
No.
750
730
DATE
20
W.V.
Sheet
760
1
:
5
:
1
720
720
750
750
AREAS CHECKED
710
NO.
AREAS
710
/
/
/
/
/
NOTE
BOOK
SURVEY
SURVEYED
PLOTTED
TEMPLATE
BY
2053+50
EX.R/W
2:
1
1
2:
730
720
$USERNAME$
DD-MMM-YYYY HH:
MM
740
728.18
E.
P.
730
E.
P.
740
733.25
EX.R/W
AREAS CHECKED
720
2053+00
710
710
50
60
70
80
90
100
110
120
130
140
150
160
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
10 ft.
DIVISION OF HIGHWAYS
ALTERNATIVE 2B - TEMPORARY DETOUR BRIDGE
SCALES
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
0
CROSS-SECTION SHEET
10 ft.
0
J05C07C03-XSECT2 b
REVISION
NUMBER
SHEET
NUMBER
REVISION
DATE
BY
STA. 2053+00 TO STA. 2053+50
P:
\PR5331
3\cadd\RDY_XSC_DETOUR_ALT_2A-2B.dgn
NO.
AREAS
PLOTTED
TEMPLATE
NOTE
BOOK
SURVEY
ORI
GI
NAL
SURVEYED
BY
/
/
/
/
/
FI
NAL
10
No.
Year
760
740
DATE
0
Div.
Fiscal
County
Project No.
Public
State
State
Roads
Dist.
Project
Federal
Fiscal
/
/
/
/
/
/
/
/
/
/
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
50
60
70
80
90
100
110
120
No.
W.V.
3
130
Year
Total
No.
Sheets
E58
E86
No.
U344-33- STP-00332014
12.76 00
140
ROANE
243 (D)
150
160
760
760
750
750
740
740
730
730
720
720
715
715
AREAS CHECKED
NO.
AREAS
NOTE
BOOK
SURVEY
/
/
/
/
/
/
/
/
/
/
1
:
5
:
1
SEE ALTERNATIVE 2A
CROSS SECTION SHEETS
2054+00
$USERNAME$
720
SEE ALTERNATIVE 1A
710
DD-MMM-YYYY HH:
MM
730
FOR US 33
730.81
E.
P.
720
EX.R/W
1
:
5
:
1
730
740
E.
P.
740
730.74
EX.R/W
AREAS CHECKED
710
FOR US 33
PROFILE SHEET
50
60
70
80
90
100
110
120
130
140
150
160
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
10 ft.
DIVISION OF HIGHWAYS
ALTERNATIVE 2B - TEMPORARY DETOUR BRIDGE
SCALES
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
0
CROSS-SECTION SHEET
10 ft.
0
J05C07C03-XSECT2 b
REVISION
NUMBER
SHEET
NUMBER
REVISION
DATE
BY
STA. 2054+00
P:
\PR5331
3\cadd\RDY_XSC_DETOUR_ALT_2A-2B.dgn
NO.
AREAS
PLOTTED
TEMPLATE
NOTE
BOOK
SURVEY
ORI
GI
NAL
SURVEYED
BY
DATE
FI
NAL
SURVEYED
PLOTTED
TEMPLATE
BY
DATE
120
Div.
Sheet
County
Project No.
Public
State
State
Roads
Dist.
Project
Federal
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
County
Project No.
Div.
Year
No.
U344-33- STP-003312.76 00
2014
243 (D)
ROANE
E59 E86
{ US ROUTE 33
2'-0"
SHLDR
5'-6"
12'-0"
11'-0"
11'-0"
12'-0"
SIDEWALK
LANE
TURN LANE
TURN LANE
LANE
VARIES
5'-6"
SHLDR SIDEWALK
1
2:
2:
1
PROPOSED TYPICAL SECTION
US ROUTE 33, ALTERNATIVE 3
END BRIDGE TO END PROJECT
{ WILLIAMS DRIVE
1'-0"
2'-0"
1
.
5
:
1
8'-0" MIN 3'-0"
@ 4:1
TREATED
SHLDR
12'-0"
12'-0"
3'-0" 5'-6"
LANE
LANE
SHLDR SIDEWALK
8'-0" MIN
@ 4:1
2'-0"
DITCH
1
:
5
.
1
4:
1
1
4:
DD-MMM-YYYY HH:
MM
DITCH
PROPOSED TYPICAL SECTION
PARKERSBURG, WV
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
ALTERNATIVE 3
J04C23C03-PLAN e
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
PLAN SHEET
TYPICAL SECTIONS
P:
\PR5331
3\cadd\RDY_TYP_CRBB.dgn
$USERNAME$
WILLIAMS DRIVE EXTENSION, ALTERNATIVE 3
Public
State
State
Roads
Dist.
Project
Federal
W.V.
3
Year
Sheet
Total
No.
Sheets
E60
E86
No.
U344-33- STP-003312.76 00
2014
ROANE
243 (D)
GRA
VEL
No.
Fiscal
County
Project No.
Div.
NEW LOADING DOCK
CONSTRUCTED AT
90°TO EXISTING
LOADING DOCK
r
S
GA
.
KR
R
M
SPRING
CREEK
r
AC
R/W
EX.
EX
.R
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EX
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J
S
GA
.
KR
MR
EX.R/W
EX.R/W
EX. R/W
EX.R/W
S
GA
.
KR
MR
/ A
SPH
ALT
S
GA
.
KR
R
M
CON
CRE
TE
H
l
el
Ww
S
GA
.
KR
MR
CON
CRE
TE
EX
.R
/W
TJB
TEMPORARY STRIPING
EX.R/W
FOR THREE 10-FOOT
EX.R/W
LANES.
PROPOSED SIGNAL PHASED FOR TURN
C
I
T
P
O
R
E
R
B
E
I
K
F
R
A
M
EX.R/W
LANES DURING DETOUR PHASE
EEK
SPRING CR
R/W
EX.
T
AL
PH
S
A
S
GA
.
KR
R
M
S
GA
.
KR
MR
R/W
EX.
R/W
EX.
EX.R/W
US ROUTE 119
/W
EX.R
r
r
AC
PA
RK
IN
G
AC
EX
.
S
GA
.
KR
R
M
ORY
1 ST
BANK
AS
PH
AL
T
AC
R/
W
W
R/
r
EX.R/W
.
EX
S
GA
.
KR
MR
ASPHALT
W
/
R
EX
.R
/W
W
/
R
EX
.R
/W
s
CAT
CH
BAS
IN
.
X
E
EX
.R
/W
T
L
A
H
P
S
A
S
GA
.
KR
MR
CON
CRE
TE
GRA
VEL
CAT
CH
BAS
IN
2
.
X
E
EX
.R
/W
W
/
R
33
.
X
E
A
S
PH
AL
T
WI
LLI
AM
SD
RI
VE
AC
W
/
R
CAT
CH
BAS
IN
.
X
E
EX
.R
/W
CAT
CH
8" BASI
N
WES
T V
IRG
NAT
INI
ION
A
AL
1 S
G
TOR
UAR
Y B
D
UIL
DIN
G
H
.
T
S
W
R/
.
EX
S
GA
.
KR
MR
W
R/
.
EX
Prop cor
r
DD-MMM-YYYY HH:
MM
T
E
K
R
A
M
E
$USERNAME$
AC
NOTES
1. PHASE 1: CONSTRUCT NEW PERMANENT BRIDGE USING CASE A4.
S
GA
.
KR
R
M
IP
2. PHASE 2: DETOUR TRAFFIC DURING CONSTRUCTION OF THE NEW
PARKERSBURG, WV
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
0
SCALE :
J04C23C03-PLAN e
50 ft.
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
TEMPORARY TRAFFIC CONTROL
PLAN SHEET
ALTERNATIVE 3
P:
\PR5331
3\cadd\TRF_PLN_Al
t3_01
.dgn
RUBY BRADLEY BRIDGE, USING TEMPORARY TRAFFIC CONTROL AS
SHOWN ON THIS SHEET (NOTE TURN LANE ADDED USING EXISTING
SHOULDERS)
Public
State
State
Roads
Dist.
Project
Federal
S
.
A
R
G
K
R
M
HARDMAN'S
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
E61
E86
County
Project No.
Div.
Year
No.
U344-33- STP-003312.76 00
ROANE
2014
243 (D)
S
.
A
R
G
K
R
M
E
X.R/
W
DO IT BEST
EX.R
/W
.
ST
RT
U
CO
CITY
R/W
EX.
R/W
EX.
BUILDING
1 STORY
GROCERY
A
E
S
X
P
.
H
A
R
/
L
W
T
E
X
.
R
/
W
RICHARD'S
E
X
.
/W
.R
X
E
R/W
EX.
/W
EX.R
1 STORY
PHARMACY
TRACTOR
/W
EX.R
SALES
EX.R/W
EX.R/W
COURTHOUSE
GRAVEL
ASPHALT
EMERGENCY
PARKING
SEVICES
GV
PARKING
GOFF RUN
LEGEND
BALL
FIELD
1 STORY
BUILDING
A
S
P
H
A
L
T
EEK
SPRING CR
S
.
A
R
G
K
R
M
WORK ZONE
W
S
.
A
R
G
K
R
M
TRAFFIC FLOW
PEKING
ADVANCED
BUFFET
AUTO
MOVIE
PARKERSBURG, WV
GALLERY
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
0
SCALE :
J04C23C03-PLAN e
50 ft.
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
TEMPORARY TRAFFIC CONTROL
PLAN SHEET
ALTERNATIVE 3
DD-MMM-YYYY HH:
MM
2
OFFICE
/W
EX. R
EX. R/W
33
LT
HA
P
AS
WI
LLI
AMS
DRI
VE
EX.
R/
9
1
E 1
OUT
US R
S
Y
T
R
N
O
A
T
R
S
U
A
1
T
S
E
R
RU
N
EX. R/W
GO
LF
/W
EX. R
EX. R/W
EX. R/W
LT
ASPHA
THREE LEGS
W
/
.R
EX
EX.R/W
GE
NE
RA
TO
EX.
CONR/W
R
C.
WAL
K
EX.R/W
RE-PHASE SIGNAL TO
EACH REMAINING
W
R/
.
X
PUMP
E
STATION
SAN.
INSURANCE
DEDICATED GREEN FOR
W
/
.R
EX
R
/
W
/W
EX. R
ERIE
CON
C.
WAL
K
/W
EX. R
Y
PLE
RI
O
T
R/W
EX.
ASPHALT
ASPHALT
T
HAL
ASP
R/W EX
EX.
.
ROAD CLOSED
EX. R/W
R/W
EX.
US ROUTE 33
EX.R/W
CONC. WALK
R/W
EX.
$USERNAME$
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TO
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O
ARN
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ROAD CLOSED
T
HAL
ASP
R/W
EX.
R/W
EX.
R/W
EX.
WORK ZONE
R
/W
WENDY'S
/W
.R
X
E
R/W
EX.
PARKING
C
O
N
C
.
W
A
L
K
OFFICE
R/W
EX.
POST
R/W
EX.
MA
I
N
ST
.
STORES
POST
Public
State
State
Roads
Dist.
Project
Federal
E
AE
M
C
.
I
.
PE
H
73
0
'
G
u
y
BI
29')
90.
S39°48'E 1
(
4
E
TC
D
E
TC
DD-MMM-YYYY HH:
MM
$USERNAME$
0'
71
720'
730'
740'
7
20
'
'
0
1
7
7
1
0
'
0'
71
730'
720'
12" V.C.
7
20
'
71
0'
H
P
I
T
740' WES
TIER
C.
FRON
, IN
INIA
G
R
I
V
.45')
71
SMH
G
u
y
LT
ASPHA
P
DI
5
6
1
2
9
EX.R/W
720'
730'
740'
/W
EX. R
101
H
B
H
G
u
y
PE
PE
(S47°06'W
/W
EX. R
HHHH
GM
PE
M.
F.
M
GM
M.
F.
I
V.
C.
6"
8"
GM
73
0
'
TRACT 1
12
"
F.
M.
EX.R/W
GM
6"
VCP
6"
VCP
PE
PE
73
0'
6"
0'
71
TIC
LAS
P
"
8
ERIE
INSURANCE
SMH
P
DI
'
0
1
7
7
88
33
10
D
PE
71
0'
72
0'
H
H
740'
D
TMH
{ US ROUTE 119
H
H
END BRIDGE
STA. 52+37.00
52
8"
3
IN
C.
H
H
D
D
TMH
SMH
pi
pe
TRACT 1
51
EX. R/W
Sig pole
PJB
VI
RG
IN
IA
,
WEST VIRGINIA, INC.
71
0'
HJ
WE
ST
FRONTIER
6"
H
1
H
H
H
M
H
R
/
W
V
ent
2
720'
00
-1
T7
1
/
6
92
J
H
BJ
A
H
H
M
M
P
H
B
E
X
.
D
R
/
W
71
0'
PE
PE
720'
73
0'
'
740
J
H
1
11
H
H
FR
ON
TI
ER
WM
M
P
WM
PARKERSBURG, WV
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
J04C23C03-PLAN e
P
102
J
B
ALTERNATIVE 3
Phone ped
E86
MATCH LINE STA. 52+50 US ROUTE 33 SEE SHEET E63
R
/
W
EX.R/W
71
0'
H
4"W
TIC
LAS
P
6"
GV
GV
E62
71
0'
PE
TRACT 2
{ BRIDGE
PJB
4
6
1
2
9
WM
M
SMH
P
VC
8"
WM
ROANE
72
0'
G
A
S
M
6
"
100
1
4
"
W
0'
71
PE
Sig pole
PJB
A
D
D
SMH
WV
R/W
EX.
CONSUMERS GAS UTILITY CO.
6" STL. GAS
CR
EE
K
SP
RI
NG
71
0'
V.
C.
12
"
F.
M.
6"
TRACT 1
H
P
L
A
S
T
I
C
PI
1
1
H
H
P
8"VCP
S
{U
33
TE
ROU
2014
243 (D)
'
0
1
7
B
BEGIN BRIDGE
STA 49+87.00
12.76 00
71
0'
16
5'
)
(S
72
°W
'
730
TS
RE
720'
R
/
W
N39°W 70')
(
50
H
D
48
U344-33- STP-0033-
72
0'
E
X
.
73
0'
E
TC
PE
71
0'
03
-1
T7
T
HAL
ASP
Sheets
E
TC
H
H
R/
W
WV
SMH
Total
No.
No.
12"
CI
(AB
AND
ONE
D)
STA. 49+27.83 RT.33
STA. 0+00.00 RT.119
BEGIN PROJECT
STA. 49+58.48
GV
GV
1
2
PJB
ASPHALT
H
7
(N6 20'
9°
E 5
1
720 ')
'
69
'(S
)
BB
H
R
/W
E
X
.
H
MA
I
N
NO
RT
H
H
.
Sta
1 1
1
49
WM
P
C
I
T
Y
W
O
A
F
T
E
S
R
P
E
W
N
O
C
R
E
K
R
74
S
0'
W
A
L
K
J
H
H
v
H
H
M
H
M
2
6.6
1
+
49
HH
H
H
B
1
H
H
H
R/W
EX.
M
WM
TRACTOR
M
M
H
H
.
Sta
T
PO
3
B
3
6
1
2
9
L
ERA
LAT
N
A
S
ON
ATI
Y
LOC
CIT
Y
B
WN
O
N
UNK
RICHARD'S
M
H
0
0.0
0
+
48
B H
H
H
HH
HH
M
WM
2
GM
R/
W
63'-0"
06
-1
T7
.
ST
PL
EX.R/W
GV
WM
1
/
9
OUT TO OUT
HHH
WM
9
0
1
7
2
'
720
WM
.2
TR
71
0
'
WM
WM
1TSRE
SALES
Sig pole
3
720'
Lpole
R/
W
ST
.
C
O
N
C
.
M
HH
E
C
O
N
S
U
M
E
R
S
E
A
S
P
H
A
L
T
E
X
.
E
H
PJB
W.V.
TS
RE
(
N2
0°
W
47
')
WENDY'S
No.
Sheet
County
Year
6
"
(N
R
/
7
8
E W
°
3
0
'
E
R
/J
W
E
H
4
"
E
PJB
Lpole
(S
5
°
5 30
3
' 'E
)
(
S1
4
55 °E
')
Div.
71
0'
H
E
WV
2
/
9
W
P
L
A
S
T
I
9
C
4 H
'
)
H
E
E
7
4
0
'
GM
2
/
0
9
1
1
7
T
Fiscal
Project No.
72
0'
H
WV
73
(N
0'
71
°3
44 0'E
')
H
0
1
1
7
T
WV
0
SCALE :
20 ft.
PLAN SHEET
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
BEGIN PROJECT TO STA. 52+50
P:
\PR5331
3\cadd\RDY_PLN_CRBB_Al
t3_01
.dgn
E
OFFICE
Public
State
State
Roads
Dist.
Project
Federal
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
E63
E86
County
Project No.
Div.
Year
No.
U344-33- STP-003312.76 00
2014
ROANE
243 (D)
0'
75
CURVE 33-1 DATA
P.I. Sta. 58+11.90
DELTA
PARKING
R = 3,997.39'
T = 535.14'
°40'W
N51
(
D
W
°E)
(N39
(S)
37'
.
I
.
C
WV
H
P
C
V
"
8
08')
0'W 1
N45°1
(
Lpole
H
C = 1,060.82'
"
8
0'
74
0'
73
Lpole
E = 35.66'
W
'
0
3
°
11
(S
D
)
'
0
6
9')
85.
H
R/W
EX.
13
.9
'D
EE
P
R/W
EX.
SMH
D
SMH
SMH
D
8"W
D
)
64'
PHARMACY
7')
.
E 76
S50°
(
'
0
5
7
7
5
0
'
'
0
4
7
TC
E
'
30
7
R
/
W
'
30
7
R
/
W
H
R
/
W
1 1
H
1
730'
{ US ROUTE 33
END PROJECT
STA. 54+35.47
CON
C.
WAL
K
'
3
.
5
1
1
H
SMH
'
0
2
7
SMH
D
T
WES
Sig pole
PJB
J
H
ER
.
NTI
INC
FRO
A,
INI
G
R
VI
PJB
J
W
R/
X.
E
WV
W
/
.R
EX
6
6
1
2
9
B
1D
Sept tnk
HSAN.
u
10"
VCP
PUMP
STATION
Sept tnk
u
')
1
1
82.
CHORD S40°55'E 1
(
4
TC
E
W
/
.R
EX
CURVE 33/2-1 DATA
PJB
J
PJB
P.I. Sta. 1+80.94
PJB
J
DELTA
)
E
'
3
)
3
'
E
7.
8
2
7
.
E
)
2
'
2
1'
8
2
°
.8
W
2
6
'
1
7
9
(S
0
W
°
'
1
2
3
2
°
(S
8
{ WILLIAMS
8
(N
E
TC
"W
12
J
E
E
3890' R)
(
GV
H
B
6
1
2
9
STMH
ASPHALT
R = 2,000.00'
EX. R/W
CONSUMERS GAS UTILITY CO.
6" F.M
.
STMH
D
2
6" STL. GAS
Phone ped
Phone ped
H
'
0
3
7
J
B
J -7
H
Sig pole
BLOCK WALL
B
CER
F SPEN
CITY O
S
K
R
WO
WATER
D
H
A
12"W
D
PT Sta. 2+29.37
SMH
D
P
C
V
"
8
EX. R/W
7
20
'
E
T = 48.44'
L = 96.87'
E = 0.59'
C = 96.86'
12"W
(S50°1
3'W 90.55')
PARKING
PARKING
72
0'
TC
E
18" RCP
GRAVEL
CON
C.
WAL
K
DRIVE
(CR 33/2)
'
0
72
$USERNAME$
J
SMH
P
8"VC
730'
PJB
6" F.M
.
E
TC
1
1
P
E
E
D
CURVE 33-1
DD-MMM-YYYY HH:
MM
ASPHALT
FRON
TIER
WEST
VIRG
(3-F
INIA
, IN
.O.
7
C.
3
& 1
0
'
-COP
PER)
FRONT
IER
WEST
VIRGI
NIA,
8"VCP
55
54
53
ING
L. CAS
20" ST
1
57
STA. 55+20.82 RT. 33
STA. 1+03.31 WILLIAMS DR.56
CONC. WALK
24" RC
P
HH
72
0'
H
Sig pole
H
INC.
EX.R/W
Sig pole
GE
NE
RA
TO
R
PC Sta.
52+76.76
PJB
J
9
1
1
7
T
Lpole
H
/W
EX.R
A
B
4')
64.
N45°W 2
(
A
C
T1
2 TR
7
3
0
'
30')
30'W
S28°
(
'
0
4
7
C
6"PV
MATCH LINE STA. 52+50 US ROUTE 33 SEE SHEET E62
TC
E
TR
A
C
T2
R/W
EX.
73
06°E 52')
S
(
'
1 STORY
°E
(N39
T
HAL
ASP
ER
PENC
OF S
Y
T
I
C
RKS
R WO
WATE
SMH
2.50
PC Sta. 1+3
5
6
1
2
9
R/W
EX.
2
W
8"
WM
H
'
0
4
7
')
°30'E 4
1
S1
(
TC
E
7
60
'
L = 1,063.96'
CURVE 33/2-1
E
SMH
(
S37°37'51
"E 297.
63')
71
0'
PARKERSBURG, WV
PC Sta. 2+86.96
GOFF RUN
0'
1
7
SMH
D
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
ALTERNATIVE 3
0
SCALE :
J04C23C03-PLAN e
20 ft.
PLAN SHEET
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
STA. 52+50 TO END PROJECT
P:
\PR5331
3\cadd\RDY_PLN_CRBB_Al
t3_02.dgn
EXPOSED
SMH
D
GV
7
1
0'
71
0'
D
E
S
O
P
X
E
7
2
0
'
'
20
7
7
20'
D
CURVE 33/2-3 DATA
Public
State
State
Roads
Dist.
Project
Federal
Fiscal
720'
730'
EK
CRE
NG
I
R
SP
(N36°09'5
1
"W 21
0.36')
73
0
'
72
0
'
75
0'
NOTE TURN LANE
ADDED USING EXISTING
SHOULDER WIDTH. NO
WIDENING. SEE TTC
PLAN.
.
Sta
PC
55
71.
+
1
40
D
SMH
H
{ US ROUTE 119
'
20
7
2
40
rD
SMH
AC
R/W
EX.
'
0
2
7
S
.
A
R
G
K
R
M
Y
OR
ST K
1
N
BA
AC
GM
AC
T
HAL
ASP
PARKERSBURG, WV
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
'
20
7
C = 471.12'
DIVISION OF HIGHWAYS
ALTERNATIVE 3
0
SCALE :
J04C23C03-PLAN e
"
8
PE
R
/
W
CURVE US 119-1
/W
.R
X
E
r rH
20'
7
.
Sta
T
O
P
E
X
.
3
40
E
0
0.0
0
+
400
'
20
7
J
K
EE
CR
20 ft.
PLAN SHEET
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
STA. 300+00 TO STA. 305+59.32
DD-MMM-YYYY HH:
MM
0'
72
P
DI
4
40
E = 30.86'
7
0
.
7
2
L = 476.15'
'
20
7
NG
RI
SP
+
5
0
3
"
10
ET
RE
ST
0'
1
7
T = 243.26'
H
'
0
1
7
0'
72
ET
RK
MA
'
0
2
7
0'
75
R = 943.44'
W
R/
.
X
E
$USERNAME$
J
20'
7
'
0
3
7
730'
DELTA
PE
7
50
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T
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5+
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9
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58 AM
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4
W
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.
.
A 59
T
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A
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H
Q
P
'
40
7
PJB
P.I. Sta. 404+14.81
Lpole
PE
'
40
7
CURVE US 119-1 DATA
Phone ped
Marker
TCE
7
5
0
'
.
07 a
E
.
G 7
t
S
ID +2
R
B 05
T
3
O
D
P
N
E A.
ST
W
R/
.
X
E
20'
7
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20
7
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50
7
Y
T
I
S
L
A
0'
I
G
75
T
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.
L
S
T
A
S
G
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S
6
R
E
M
U
S
N
R/W
O
EX.
C
E
P
'
30
7
R
/
W
'
0
4
7
.
R
K
R
M
E
P
PE
.
O
C
R/W
EX.
TRACT 1
+
5
0
3
EX.
R/W
H
5
7
5
0
'
3
0
5
2
3
.
9
5
U9
-0
68
H
W
/
R
E
C
T
5
TRACT 2
30'
7
'
0
5
7
R
/
W
IN
C.
P
DI
T
L
A
H
P
S
A
Marker
'
40
7
'
50
7
3
.8
11
3+
30
PJB
"
10
W
R/
.
EX
WE
FR
ST
ON
ASPHAL
TI
VI
T
ER
RG
IN
CI
IA
TY
,
OF
IN
WA
SP
C.
TE
E
NC
R
ER
WO
8"
R
KS
W
12"
W
D
EX. R/W
VI
RG
IN
IA
,
P
E
a.
St
TMH
WV
WE
ST
F
I
B
M
E
A
R
R
K
O
E
P
R
T
I
C
)
D
N
U
O
R
G
R
E
D
N
U
(
CH
EN
TR
N
AI
DR
8"
8"
EX. R/W
0'
75
PC
4"
CONCRETE / ASPHALT
74
0'
P
301
WV
A
S
P
H
A
L
T
75
0'
H
300
302
FR
ON
TI
ER
P
DI
.
a
t
S
H
CURVE 33/2-2
S
A
G
4"
S
GA
PE
(
N50°49'41
"E 73.
38')
BEGIN PROJECT
STA. 300+40.46
"
10
NE
TW
OR
(A
K
ER
IA
L)
EX. R/W
7
1
0
1
4
1
0
9
SMH
LU
MO
S
TJB
72
0'
3
30
T2
C
A
TR
PE
304
3
PE
W
"
7
4
'
7
)
5
'
°
8
3
5
1
.
0
(S
4
R/W
720'
A
5
4
A
P
P
S
3
8
1
B
P
')
23
.
72
E
W
'
6
R/
.
°3
X
8
E
N2
(
PE
GE 35
D
I 8.
BR +4
4
IN 30
G
BE A.
ST
CURVE 33/2-3
PJB
EX. R/W
0'
72
0'
73
S
.
A
R
G
K
R
M
76
0'
'
750
8"W
740'
760'
43
6.
2
2+
30
a.
St
R/W
R/W
'
0
6
7
{ WILLIAMS DRIVE
PT
BASIN
PC Sta. 301+74.48
TC
E
BASIN
B
POT Sta. 300+00.00
CATCH
T1
C
A
TR
W
/
R
R
/
W
CATCH
W
R/
R/W
B
B
TCE
6
J
TCE
CONCRETE
PROPOSED CONCRETE
PAVEMENT
R/W
H
E
C
T
TCE
740'
750'
6" S
TL.
GAS
CONS
UMER
S GA
S UT
ILIT
Y CO
.
S
.
A
R
G
K
R
M
WEST
760
'
45.85')
1
"E
(S39°57'41
CONCRETE
Marker
P
BASIN
Q
GRAVEL
H
WV
H
T2
C
A
TR
E
CATCH
R/W
R/W
H
(N39°57'41
"W 1
45.85')
6
Q
TC
E
TC
E
H
'
0
6
7
TC
E
BB
E
TC
E
TC
'
0
6
7
H
E
TC
E
TC
T
P
T
C
E
H
E
TC
AJ E
C = 204.79'
5
0
4
C = 51.80'
E86
B
E = 33.34'
E64
243 (D)
E
E = 1.72'
ROANE
2014
12.76 00
Marker
J
L = 215.24'
GM
U344-33- STP-0033-
B
B
L = 51.95'
NIA
WEST VIRGI
ARD
U
G
L
A
N
NATIO
ING
D
L
I
U
B
Y
1 STOR
3
M
T = 119.64'
W.V.
No.
M
T = 26.12'
M
R = 198.00'
H
R = 198.00'
TIER
FRON
C.
, IN
INIA
VIRG
NEW LOADING DOCK CONSTRUCTED
AT 90° TO EXISTING LOADING DOCK
Sheets
M
DELTA
No.
Total
No.
'
0
3
7
DELTA
E
P.I. Sta. 304+31.47
Year
D
41
3.
0'27"E 71
N50°1
(
P.I. Sta. 302+00.60
Sheet
County
Project No.
Div.
B
CURVE 33/2-2 DATA
Public
State
State
Roads
Dist.
Project
Federal
W.V.
3
Year
Sheet
Total
No.
Sheets
E65
E86
No.
U344-33- STP-003312.76 00
2014
ROANE
243 (D)
726.19
No.
726.69
727.21
727.91
728.86
730.05
731.48
733.15
735.06
737.21
739.60
742.23
745.07
747.77
749.96
751.63
752.77
753.40
753.53
753.56
753.59
753.61
Div.
Fiscal
County
Project No.
775
775
770
770
765
765
V.P.I. Sta. 301+52.18
Elev. = 753.449
760
BEGIN PROJECT
STA. 300+40.46
760
EXISTING GROUND
137' V.C.
K = 12
SSD = 126'
755
755
-0.109 %
-0.109 %
-0.109 %
-1
1.
50
0
%
750
750
V.P.I. Sta. 300+43.72
745
745
Elev. = 753.567
-1
1
.
50
0
PROFILE GRADE LINE
WILLIAMS DRIVE EXTENSION
740
740
735
END BRIDGE
80.00'
STA. 305+27.07
BEGIN BRIDGE
STA. 304+48.35
-1
1.
50
0
730
730
END PROJECT
%
STA. 305+46.57
-2.000
%
Q100
725
00 %
+4.0
-2.000
%
V.P.I. Sta. 303+60.63
720
735
725
720
1
2:
1
Elev. = 729.478
1
2:
1
247' V.C.
K = 26
715
715
30' V.C.
710
710
K = 5
302+00
303+00
304+00
726.77
724.2
709.93
709.9
730.73
753.8
755.97
756.3
758.85
758.7
758.25
757.6
756.78
756.1
755.48
755.1
754.88
754.6
753.8
753.60
754.19
301+00
305+00
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
5 ft.
DIVISION OF HIGHWAYS
SCALES
0
ALTERNATIVE 3 - WILLIAMS DR. EXTENSION
PARKERSBURG, WV
J04C30C03-PROFILE c
PROFILE SHEET
20 ft.
0
REVISION
SHEET
NUMBER
NUMBER
REVISION
700
DATE
BY
STA. 300+00 TO STA. 305+50
P:
\PR5331
3\cadd\RDY_PRO_WI
LLEXT_01
.dgn
300+00
753.5
700
705
753.61
705
$USERNAME$
Elev. = 726.050
DD-MMM-YYYY HH:
MM
V.P.I. Sta. 305+32.00
71
0'
12
"
PE
H
6"
VCP
p
ipe
Ve
nt
D
H
H
H
H
H
PC Sta.
52+76.76
73
0
'
I
PE
'
0
3
7
PJB
'
0
3
7
A
FRON
TIER
WEST
VIRG
INIA
(3-F
, IN
.O.
C.
3
0
& 7
'
1COPP
ER)
J
M.
F.
5
6
1
2
9
G
u
y
PE
V.
C.
3
6" F.M
.
TRACT 1
6" F.M
.
CONSUMERS GAS UTILITY CO.
EXIST. R/W
')
1
1
82.
CHORD S40°55'E 1
(
29')
90.
S39°48'E 1
(
4
E
TC
Sept tnk
E
TC
E
TC
3890' R)
(
E
TC
4
735.63
736.56
737.50
738.43
739.36
.45')
71
740.30
(S47°06'W
741.23
742.17
743.10
TC
E
DRAULIC
HY
DATA
AT NORTH MARKET ST.
SPRING CREEK
252'-0" OUT TO OUT OF PAVING NOTCH
780
HWE
250'-0" C/C BEARINGS
{ ABUTMENT 2
{ ABUTMENT 1
760
75'-0"
100'-0"
{ PIER 1
{ PIER 2
75'-0"
740
721.61
723.11
2.63
3950
722.45
723.95
2.06
4500
Q50
723.90
725.40
2.64
5430
Q100
725.02
726.52
2.64
6200
DRAINAGE AREA = 39.6 SQ. MI.
WATERWAY OPENING = 575 SF
I
NTEGRAL
Q50
Q100
Q(CFS)
BASED ON SLOPE OF
*ESTIMATED
STREAM FOR RUBY BRADLEY.
EXISTING
GROUND
2:
1
V(FPS)
Q25
PROPOSED GRADE
3.
74 %
*
HWE
Q10
EXISTING AND
I
NTEGRAL
)
'
3
)
3
.
'
7
8
2
7
.
E
)
2
'
2
1'
8
8
2
.
°
W
'
16
72
9
(S
0
W
°
1'
2
3
2
°
8
(S
8
(N
DD-MMM-YYYY HH:
MM
P
DI
6
6
1
2
9
t
Q10
Q25
1
2:
$USERNAME$
720
NORMAL POOL
700
ESTIMATED TOP
SPRING CREEK
OF ROCK. TYP.
EW
EW
20 ft.
EXISTING STRUCTURE TO BE
DEMOLISHED IN PHASE 2
0
t - 3'-0" FOUNDATION PROTECTION TYP.
20 ft.
DESIGNED
DATE
MWL 7/14
51+00
52+00
733.7
734.9
735.7
733.2
713.6
713.8
713.7
708.0
705.0
718.6
717.1
719.7
736.0
745.5
746.7
747.7
748.2
660
50+00
NUMBER
53+00
DRAWN
ASG
DATE
BY
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
7/14
COL. RUBY BRADLEY
BRIDGE REPLACEMENT
SITUATION PLAN
ALTERNATIVE 3
SHEET
CHECKED
OF
BRIDGE NO.
CHECKED
PARKERSBURG, WV
J04C22C03 - BRIDGE b
REVISION
DIVISION OF HIGHWAYS
0
49+00
SHEET
NUMBER
SCALES
680
640
REVISION
P:
\PR5331
3\cadd\str_l
ay_si
tpl
an Al
t. 3.dgn
PE
PE
Sept tnk
10"
VCP
u
71
0'
6"
B
6" STL. GAS
M.
F.
u
12
"
F.
M.
BI
G
uy
73
0
'
END PROJECT
STA. 54+35.47
CON
C.
WAL
K
H
D
P
DI
730'
{ US ROUTE 33
SMH
6"
720'
744.04
730'
744.97
54
{ PIER 2
8"
8"
740'
CONC. WALK
6"
VCP
PE
71
0'
72
0'
73
0'
EXIST. R/W
R/W
ST.
EXI
746.78
HH
H
PE
PE
PE
OUT TO OUT
63'-0"
J
D
TMH
800
ST.R/W
EXI
Lpole
720'
R/W
ST.
EXI
WEST VIRGINIA, INC.
IN
C.
745.88
HJ
VI
RG
IN
IA
,
7
3
0
'
9
1
1
7
T
END APPROACH SLAB
STA. 52+59.00
53
52
71
0'
H
Sig pole
PJB
WE
ST
END BRIDGE
STA. 52+39.00
51
2 TRACT 1
ASPHALT
6"
FR
ON
TI
ER
TC
E
R
/
W
{ BEARINGS
ABUTMENT 2
TRACT 1
{ BRIDGE
FRONTIER
740'
WM
E86
TC
E
2
H
H
H
H
H
GV
GV
4
6
1
2
9
PJB
ROANE
R
/
W
{ PIER 1
PJB
BJ
H
1
H
HH
A
BEGIN BRIDGE
STA 49+87.00
WM
720'
730
'
'
740
J
H
1
11
Sig pole
2014
2
TRACT 2
71
0'
BEGIN APPROACH SLAB
STA. 49+67.00
U344-33- STP-03312.76 00 243 (D)
R
/
W
71
0'
H
P
L
A
S
T
I
C
BEGIN PROJECT
STA. 49+58.48
WM
0'
71
PE
50
E66
No.
R
/
W
N39°W 70')
(
{ BEARINGS
ABUTMENT 1
Sheets
TC
E
TRACT 2
R
/
W
Total
No.
13
.9
'D
EE
P
12"
CI
(AB
AND
ONE
D)
STA. 49+27.83 RT.33
STA. 0+00.00 RT.119
1
ASPHALT
CONSUMERS GAS UTILITY CO.
V.
C.
SP
RI
NG
71
0'
CR
EE
K
6" STL. GAS
16
5'
)
(S
72
°W
720'
'
730
TS
RE
TRACT 1
H
H
E
TC
PE
R
/
W
M
SALES
R/
W
3
Sheet
County
Year
Lpole
E
TC
PE
TRACTOR
F.
M.
H
E
X
I
S
T
.
RICHARD'S
1
2
PJB
100
4
"
W
1 1
1
1
1
H
B
L
ERA
LAT
SAN
N
O
ATI
Y
LOC
CIT
BY
N
W
O
N
UNK
6"
BB
.
ST
PL
R/
W
72
0'
(N6
9°
E 5
1
720 ')
'
69
'(S
)
H
1
/
9
W.V.
'
720
49
{ US ROUTE 119
P
C
I
T
Y
W
O
A
F
T
E
S
R
P
E
W
N
O
C
R
E
K
R
74
S
0'
W
A
L
K
MA
I
N
R
/
W
9
0
1
7
2
6
"
H
ST
.
C
O
N
C
.
J
NO
RT
H
E
X
I
S
T
.
H
PI
HH
M
.2
TR
71
0
'
3
B
3
6
1
2
9
72
0'
C
O
N
S
U
M
E
R
S
G
A
S
A
S
P
H
A
L
T
E
H
H
v
R
/
W
H
M
H
H
M
2
6.6
1
+
9
. 4
Sta
H
M
M
H
2
1TSRE
No.
Fiscal
32.50
PC Sta. 1+
Sig pole
R/
W
GM
Project
Federal
TS
RE
WM
State
Dist.
Div.
720'
Lpole
State
Roads
Project No.
(
N2
0°
W
47
')
PJB
Public
Public
State
State
Roads
Dist.
Project
Federal
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
50
60
70
80
90
100
110
120
Div.
No.
W.V.
3
130
Fiscal
Year
U344-33- STP-003312.76 00
140
2014
ROANE
150
160
740
300+50
730
730
780
780
770
770
NO.
AREAS CHECKED
750
E.
P.
753.60
E.
P.
BY
AREAS
EX.R/W
4:1
DD-MMM-YYYY HH:
MM
E.
P.
740
300+00
50
60
70
80
90
100
110
120
130
140
150
160
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
10 ft.
DIVISION OF HIGHWAYS
ALTERNATIVE 3 - WILLIAMS DR. EXTENSION
SCALES
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
0
CROSS-SECTION SHEET
10 ft.
0
REVISION
NUMBER
SHEET
NUMBER
REVISION
DATE
BY
STA. 300+00 TO STA. 300+50
P:
\PR5331
3\cadd\RDY_XSC_WI
LLEXT_ALT3_01
.dgn
740
J05C07C03-XSECT2 b
$USERNAME$
EX.R/W
760
750
E.
P.
E.
P.
750
753.62
760
EX.R/W
EX.R/W
AREAS CHECKED
NO.
AREAS
PLOTTED
TEMPLATE
NOTE
BOOK
SURVEY
ORI
GI
NAL
SURVEYED
BY
/
/
/
/
/
/
/
/
/
/
NOTE
BOOK
E86
760
4:1
740
SURVEY
E67
243 (D)
EX.R/W
753.56
EX.R/W
/
/
/
/
/
/
/
/
/
/
DATE
1
.
5
:
1
750
SURVEYED
PLOTTED
TEMPLATE
Sheets
770
760
FI
NAL
Total
No.
No.
770
DATE
Sheet
County
Project No.
Public
State
State
Roads
Dist.
Project
Federal
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
50
60
70
80
90
100
110
120
Div.
No.
W.V.
3
130
Fiscal
Year
U344-33- STP-003312.76 00
140
2014
ROANE
150
EX.R/W
EX.R/W
E.
P.
754.89
TURNOUT
EP
730
780
780
AREAS CHECKED
730
NO.
AREAS
740
AREAS CHECKED
AREAS
4:1
753.60
E.
P.
GRADE
EXISTING
740
750
E.
P.
6.56%
750
1
:
5
.
1
740
301+00
730
50
60
70
80
90
100
110
120
130
140
150
160
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
10 ft.
DIVISION OF HIGHWAYS
ALTERNATIVE 3 - WILLIAMS DR. EXTENSION
SCALES
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
0
CROSS-SECTION SHEET
10 ft.
0
REVISION
NUMBER
SHEET
NUMBER
REVISION
DATE
BY
STA. 301+00 TO STA. 301+50
P:
\PR5331
3\cadd\RDY_XSC_WI
LLEXT_ALT3_01
.dgn
730
J05C07C03-XSECT2 b
DD-MMM-YYYY HH:
MM
2.00%
760
$USERNAME$
10.00'
EX.R/W
753.56
760
EX.R/W
770
EX.R/W
770
MATCH
NO.
PLOTTED
TEMPLATE
PRIVATE APPROACH
NOTE
BOOK
SURVEY
ORI
GI
NAL
SURVEYED
BY
/
/
/
/
/
/
/
/
/
/
NOTE
BOOK
750
301+50
BY
SURVEY
E86
160
1
:
5
.
1
4:1
4:1
740
SURVEYED
PLOTTED
TEMPLATE
E68
243 (D)
760
2.00%
E.
P.
1
.
5
:
1
LOT
/
/
CONCRETE
5.53%
EP
/
/
/
/
/
/
/
/
DATE
751.63
EX.R/W
2.00%
750
FI
NAL
Sheets
770
PAVEMENT
DATE
Total
No.
No.
770
760
Sheet
County
Project No.
Public
State
State
Roads
Dist.
Project
Federal
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
50
60
70
80
90
100
110
120
Div.
No.
W.V.
3
130
Fiscal
Year
U344-33- STP-003312.76 00
140
2014
ROANE
/
/
E69
E86
243 (D)
150
160
GRADE
EX.R/W
760
E.
P.
E.
P.
EXISTING
MATCH
1
.
5
:
1
770
750
1
:
5
.
1
4:1
4:1
740
756.77
/
/
/
/
/
/
/
740
742.23
EX.R/W
50' PAVEMENT
750
/
Sheets
780
760
DATE
Total
No.
No.
780
770
Sheet
County
Project No.
730
730
780
770
770
AREAS CHECKED
780
NO.
AREAS
720
/
/
/
/
/
/
/
/
/
/
NOTE
BOOK
SURVEY
720
EX.R/W
740
302+00
730
730
50
60
70
80
90
100
110
120
130
140
150
160
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
10 ft.
DIVISION OF HIGHWAYS
ALTERNATIVE 3 - WILLIAMS DR. EXTENSION
SCALES
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
0
CROSS-SECTION SHEET
10 ft.
0
J05C07C03-XSECT2 b
DD-MMM-YYYY HH:
MM
4:1
750
REVISION
NUMBER
SHEET
NUMBER
REVISION
DATE
BY
STA. 302+00 TO STA. 302+50
P:
\PR5331
3\cadd\RDY_XSC_WI
LLEXT_ALT3_01
.dgn
4:1
1
:
5
.
1
$USERNAME$
E.
P.
E.
P.
760
755.51
740
GRADE
750
EXISTING
760
1
.
5
:
1
EX.R/W
747.77
EX.R/W
50' PAVEMENT
MATCH
AREAS CHECKED
NO.
AREAS
PLOTTED
TEMPLATE
NOTE
BOOK
SURVEY
ORI
GI
NAL
SURVEYED
BY
DATE
FI
NAL
SURVEYED
PLOTTED
TEMPLATE
BY
302+50
Public
State
State
Roads
Dist.
Project
Federal
110
100
90
80
70
60
50
40
30
20
10
0
733.15
770
760
10
20
30
40
50
60
70
80
90
100
110
120
No.
W.V.
3
130
Year
Sheet
Total
No.
Sheets
E70
E86
No.
U344-33- STP-003312.76 00
140
2014
ROANE
243 (D)
150
160
EX.R/W
120
Div.
Fiscal
County
Project No.
770
760
750
750
1
.
5
:
1
/
4:1
BY
AREAS CHECKED
720
NO.
AREAS
303+50
/
/
/
/
/
NOTE
BOOK
SURVEY
730
760
E.
P.
1
:
5
.
1
740
4:1
758.29
4:1
730
303+00
720
720
50
60
70
80
90
100
110
120
130
140
150
160
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
10 ft.
DIVISION OF HIGHWAYS
ALTERNATIVE 3 - WILLIAMS DR. EXTENSION
SCALES
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
0
CROSS-SECTION SHEET
10 ft.
0
J05C07C03-XSECT2 b
REVISION
NUMBER
SHEET
NUMBER
REVISION
DATE
BY
STA. 303+00 TO STA. 303+50
P:
\PR5331
3\cadd\RDY_XSC_WI
LLEXT_ALT3_01
.dgn
730
DD-MMM-YYYY HH:
MM
750
$USERNAME$
E.
P.
EXISTING
740
770
1
.
5
:
1
GRADE
MATCH
GRADE
750
EXISTING
760
EX.R/W
737.21
24' PAVEMENT
EX.R/W
770
MATCH
AREAS CHECKED
NO.
AREAS
PLOTTED
TEMPLATE
NOTE
BOOK
SURVEY
ORI
GI
NAL
SURVEYED
BY
/
/
/
/
/
FI
NAL
SURVEYED
PLOTTED
TEMPLATE
720
758.85
4:1
730
DATE
740
1
:
5
.
1
/
/
/
/
/
/
/
/
/
DATE
740
Public
State
State
Roads
Dist.
Project
Federal
Fiscal
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
50
60
70
80
90
100
110
120
W.V.
3
130
Total
No.
Sheets
E71
E86
No.
U344-33- STP-003312.76 00
140
2014
ROANE
243 (D)
150
160
/
AREAS CHECKED
/
/
/
/
/
AREAS
/
/
/
/
110
No.
Year
NO.
NOTE
BOOK
SURVEY
/
/
/
/
/
/
/
/
/
/
760
760
750
750
1
.
5
:
1
730
730
4:1
4:1
720
SEE ALTERNATIVE 2A
720
FOR US 33
304+00
CROSS SECTION SHEETS
710
50
60
70
80
90
100
110
120
130
140
150
710
160
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
10 ft.
DIVISION OF HIGHWAYS
ALTERNATIVE 3 - WILLIAMS DR. EXTENSION
SCALES
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
0
CROSS-SECTION SHEET
10 ft.
0
J05C07C03-XSECT2 b
$USERNAME$
1
:
5
.
1
DD-MMM-YYYY HH:
MM
740
REVISION
NUMBER
SHEET
NUMBER
REVISION
DATE
BY
STA. 304+00
P:
\PR5331
3\cadd\RDY_XSC_WI
LLEXT_ALT3_01
.dgn
740
755.97
AREAS CHECKED
NO.
AREAS
TEMPLATE
NOTE
BOOK
SURVEY
PLOTTED
BY
SURVEYED
ORI
GI
NAL
770
EX.R/W
770
730.05
DATE
FI
NAL
BY
SURVEYED
PLOTTED
TEMPLATE
DATE
120
Div.
Sheet
County
Project No.
Public
State
State
Roads
Dist.
Project
Federal
2'-0"
2'-0"
DRUMS
DRUMS
5'-0"
10'-0" MIN.
10'-0" MIN.
10'-0" MIN.
SIDEWALK
LANE
LANE
LANE
1
.
5
:
1
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
County
Project No.
Div.
Year
No.
U344-33- STP-003312.76 00
2014
243 (D)
ROANE
E72 E86
2:
1
EXISTING US ROUTE 33
PROPOSED TYPICAL SECTION
US ROUTE 33 TEMPORARY DETOUR, ALTERNATIVE 4
END BRIDGE TO END PROJECT
{ US ROUTE 33
2'-0"
SHLDR
5'-6"
12'-0"
11'-0"
11'-0"
12'-0"
SIDEWALK
LANE
TURN LANE
TURN LANE
LANE
VARIES
5'-6"
SHLDR SIDEWALK
1
2:
2:
1
PROPOSED TYPICAL SECTION
$USERNAME$
DD-MMM-YYYY HH:
MM
US ROUTE 33, ALTERNATIVE 4
END BRIDGE TO END PROJECT
NOTES:
PARKERSBURG, WV
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
ALTERNATIVE 4
J04C23C03-PLAN e
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
PLAN SHEET
TYPICAL SECTIONS
P:
\PR5331
3\cadd\RDY_TYP_CRBB.dgn
SEE TYPICAL SHEET E2 FOR
EXISTINGTYPICAL SECTION DIMENSIONS
Public
State
State
Roads
Dist.
Project
Federal
S
.
A
R
G
K
R
M
HARDMAN'S
DETOUR BUSINESS TRAFFIC TO COURT
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
E73
E86
County
Project No.
Div.
Year
No.
U344-33- STP-003312.76 00
ROANE
2014
243 (D)
S
.
A
R
G
K
R
M
E
X.R/
W
DO IT BEST
STREET THEN TO MARKET STREET
EX.R
/W
.
ST
RT
U
CO
CITY
R/W
EX.
R/W
EX.
BUILDING
1 STORY
GROCERY
C
O
N
C
.
INTERSECTION
R
/W
WENDY'S
E
X
.
SALES
COUNTY
EX.R/W
12-FOOT LANES
GRAVEL
PARKING
DURING PHASE 1 CONSTRUCTION, USE
EXISTING TRAFFIC PATTERNS, USING
CASE A4 AS NEEDED.
/W
.R
X
E
ASPHALT
EMERGENCY
PARKING
SEVICES
GV
MAINTAIN TWO
EX. R/W
EX. R/W
/W
EX. R
W
/
.R
EX
EX.R/W
GE
NE
RA
TO
EX.
CONR/W
R
C.
WAL
K
THREE LEGS
W
R/
.
X
PUMP
E
STATION
SAN.
LT
ASPHA
EACH REMAINING
R/W
EX.
W
/
.R
EX
R
/
W
RE-PHASE SIGNAL TO
DEDICATED GREEN FOR
CONC. WALK
CON
C.
WAL
K
EX.R/W
R/W
EX.
US ROUTE 33
ASPHALT
INSURANCE
TO
PHARMACY
EX.R/W
ASPHALT
/W
EX. R
ERIE
/W
EX.R
1 STORY
URG
DSB
L
O
ARN
/W
EX.R
T
HAL
ASP
Y
PLE
RI
O
T
R/W
EX.
ROAD CLOSED
COURTHOUSE
R/W EX
EX.
.
R/W
EX.
R/W
EX.
CONVERT TO
ONE WAY
EX.R/W
R/W
EX.
T
HAL
ASP
WORK ZONE
RICHARD'S
TRACTOR
/W
.R
X
E
PARKING
R/W
EX.
APPROACH TO
A
E
S
X
P
.
H
R
A
/
L
W
T
E
X
.
R
NO
/
W
R
W
A
L
K
CLOSE NORTH
TH
OFFICE
R/W
EX.
ROAD CLOSED
R/W
EX.
POST
R/W
EX.
MA
I
N
ST
.
STORES
SUBSTRUCTURES USING NIGHT TIME CLOSURE.
EX. R/W
BUILDING
S
.
A
R
G
K
R
M
TRAFFIC FLOW
$USERNAME$
1 STORY
WORK ZONE
W
S
.
A
R
G
K
R
M
DD-MMM-YYYY HH:
MM
LEGEND
BALL
FIELD
EEK
SPRING CR
3. PHASE 2B: SLIDE NEW BRIDGE ONTO PERMANENT
2
OFFICE
/W
EX. R
PROPOSED SUBSTRUCTURES.
/W
EX. R
1. PHASE 1: CONSTRUCT NEW BRIDGE ON TEMPORARY
SUPPORTS UPSTREAM OF EXISTING BRIDGE. USE
EXISTING TRAFFIC PATTERNS AND CASE A4 AS NEEDED.
33
LT
HA
P
AS
WI
LLI
AMS
DRI
VE
EX.
R/
9
1
E 1
OUT
US R
NOTES
2. PHASE 2A: DEMOLISH EXISTING BRIDGE AND CONSTRUCT
S
Y
T
R
N
O
A
T
R
S
U
A
1
T
S
E
R
EX. R/W
EX. R/W
GOFF RUN
A
S
P
H
A
L
T
AND REOVE TEMPORARY DETOUR USING CASE A4.
PEKING
ADVANCED
BUFFET
AUTO
MOVIE
PARKERSBURG, WV
GALLERY
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
0
SCALE :
J04C23C03-PLAN e
50 ft.
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
TEMPORARY TRAFFIC CONTROL
PLAN SHEET
ALTERNATIVE 4, PHASE 2
P:
\PR5331
3\cadd\TRF_PLN_Al
t4.dgn
3. PHASE 3: CONSTRUCT REMAINING PORTION OF SIDEWALK
Public
State
State
Roads
Dist.
Project
Federal
Fiscal
(N
71
°3
44 0'E
')
72
0'
6"
VCP
p
ipe
Ve
nt
D
H
73
0
'
H
PE
71
0'
PE
6"
VCP
PE
H
D
G
u
y
BI
Gu
y
I
PE
V.
C.
12
"
F.
M.
6"
M.
F.
71
0'
6"
M.
F.
551
PE
PE
P
DI
552
EX.R/W
5
6
1
2
9
29')
90.
S39°48'E 1
(
720'
4
D
DD-MMM-YYYY HH:
MM
.45')
71
TCE
'
0
1
7
$USERNAME$
(S47°06'W
0'
71
720'
730'
7
1
0
'
PARKERSBURG, WV
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
ALTERNATIVE 4 PHASE 1 - US 33
0
SCALE :
J04C23C03-PLAN e
20 ft.
PLAN SHEET
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
BEGIN PROJECT TO STA. 52+50
P:
\PR5331
3\cadd\RDY_PLN_CRBB_Al
t4_01
.dgn
0'
71
7
20
'
71
0'
12" V.C.
720'
730'
T
740' WES
P
I
7
20
'
E
TC
TIER
C.
FRON
, IN
INIA
G
R
I
V
740'
EX. R/W
SMH
Gu
y
LT
ASPHA
73
0
'
MATCH LINE STA. 52+50 US ROUTE 33 SEE SHEET E75
PE
PE
PE
73
0'
730'
740'
/W
EX. R
101
H
B
71
0'
V.
C.
12
"
F.
M.
6"
PE
71
0'
72
0'
H
/W
EX. R
HHHH
GM
P
DI
{ BRIDGE
PHASE 1
M
GM
CONSUMERS GAS UTILITY CO.
(S
72
°W
720'
TS
RE
H
6"
0'
71
TIC
LAS
P
"
8
GM
SMH
8"
8"
GM
TRACT 1
'
0
1
7
ERIE
6" STL. GAS
16
5'
)
'
730
P
720'
73
0'
'
740
D
EX.R/W
INSURANCE
2
52
3
550
TMH
7
88
33
10
E86
71
0'
72
0'
E
X
.
M
J
H
H
H
J
WEST VIRGINIA, INC.
H
H
D
D
TMH
SMH
IN
C.
ROANE
720'
00
-1
T7
1
/
6
92
H
H
BJ
M
Sig pole
PJB
VI
RG
IN
IA
,
R/W
51
1
11
HJ
WE
ST
FRONTIER
740'
M
M
M
P
H
B
H
H
R
/
W
2014
243 (D)
TRACT 2
R/
W
EX.R/W
71
0'
H
H
1
H
H
H
H
H
SMH
P
VC
8"
FR
ON
TI
ER
M
D
D
SMH
WV
E
X
.
A
P
8"VCP
4"W
TIC
LAS
P
6"
PJB
4
6
1
2
9
WM
WM
0'
71
Sig pole
PJB
WM
N39°W 70')
(
STA. 49+27.83 RT.33
STA. 0+00.00 RT.119
50
GV
GV
12.76 00
2
H
P
L
A
S
T
I
C
A
H
WM
TRACT 1
PE
H
H
H
P
R/W
EX.
U344-33- STP-0033-
'
0
1
7
B
T
HAL
ASP
E74
No.
TCE
PE
71
0'
D
WV
48
R/
W
12"
CI
(AB
AND
ONE
D)
6
"
1
100
4
"
W
BEGIN PROJECT
STA. 49+58.48
GV
03
-1
T7
H
H
PI
1
1
1 1
1
H
ASPHALT
GV
SMH
H
R
/W
E
X
.
M
H
H
.
Sta
HH
H
H
B
1
H
H
H
49
WM
1
PJB
POT Sta. 549+50.00
WM
M
2
6.6
1
+
49
M
M
H
H
.
Sta
T
PO
R/W
EX.
M
B H
H
H
HH
HH
M
WM
TRACTOR
M
H
0
0.0
0
+
48
HHH
06
-1
T7
RICHARD'S
EX.R/W
3
B
3
6
1
2
9
GM
L
ERA
LAT
N
A
S
ON
ATI
Y
LOC
CIT
Y
B
WN
O
N
UNK
SALES
Sig pole
GV
WM
.
ST
PL
R/
W
7
(N6 20'
9°
E 5
1
720 ')
'
69
'(S
)
BB
J
H
C
I
T
Y
W
O
A
F
T
E
S
R
P
E
W
N
O
C
R
E
K
R
74
S
0'
1
/
9
H
H
9
0
1
7
2
'
720
WM
2
.2
TR
71
0
'
WM
WM
1 TSR
E
720'
v
PJB
R/
W
Lpole
WM
G
A
S
W
A
L
K
C
O
N
C
.
M
WENDY'S
Sheets
71
0'
E
C
O
N
S
U
M
E
R
S
E
A
S
P
H
A
L
T
E
X
.
E
H
HH
TS
RE
(
N2
0°
W
47
')
Lpole
73
0'
(N
R
/
7
8
E W
°
3
0
'
E
R
/J
W
E
H
4
"
E
PJB
GM
3
Total
No.
6
"
C
.
I
.
WV
(S
5
°
5 30
3
' 'E
)
W.V.
Year
71
0'
H
E
7
4
0
'
2
/
9
W
P
L
A
S
T
I
9
C
4 H
'
)
E
H
E
AE
M
0
1
1
7
T
No.
Sheet
County
Project No.
Div.
Public
State
State
Roads
Dist.
Project
Federal
Fiscal
No.
W.V.
3
Sheet
Total
No.
Sheets
E75
E86
County
Project No.
Div.
Year
No.
U344-33- STP-003312.76 00
2014
ROANE
243 (D)
0'
75
CURVE 33-1 DATA
PARKING
P.I. Sta. 58+11.90
DELTA
R = 3,997.39'
°40'W
N51
(
W
'
0
3
°
11
(S
°E)
(N39
(S)
37'
W
08')
0'W 1
N45°1
(
R/W
EX.
R/W
EX.
SMH
D
SMH
SMH
D
8"W
R/W
EX.
)
64'
°E
(N39
D
PHARMACY
'
0
4
7
TR
A
C
T2
'
30
7
H
1 1
H
1
{ US ROUTE 33
4
55
P
R
C
730'
END PROJECT
STA. 54+35.47
CON
C.
WAL
K
'
3
.
5
1
1
H
'
0
2
7
SMH
D
A
T
WES
Sig pole
PJB
J
H
ER
.
NTI
INC
FRO
A,
INI
G
R
VI
PJB
J
W
R/
X.
E
WV
HSAN.
PUMP
STATION
Sept tnk
u
')
1
1
82.
CHORD S40°55'E 1
(
{ TEMPORARY DETOUR
T = 46.04'
P.I. Sta. 1+80.94
L = 86.96'
PJB
J
DELTA
ASPHALT
R = 2,000.00'
GRAVEL
(S50°1
3'W 90.55')
PARKING
PT Sta. 2+29.37
7
20
'
P
C
V
"
8
E
TC
SMH
D
EX. R/W
TCE
E
E = 9.49'
'
0
72
C = 84.58'
PARKING
T = 48.44'
L = 96.87'
CURVE DET-8 DATA
E = 0.59'
C = 96.86'
P.I. Sta. 554+09.42
DELTA
E
TC
TCE
CURVE 33/2-1 DATA
J
E
DRIVE
(CR 33/2)
4
R = 107.00'
PJB
)
E
'
3
)
3
'
E
7.
8
2
7
.
E
)
2
'
2
1'
8
2
°
.8
W
2
6
'
1
7
9
(S
0
W
°
'
1
2
3
2
°
(S
8
8
{ WILLIAMS
(N
CURVE DET-7
DELTA
PJB
E
3890' R)
(
P.I. Sta. 553+24.88
J
EX. R/W
u
10"
VCP
CURVE DET-7 DATA
W
/
.R
EX
STMH
GV
H
B
"W
12
72
0'
B
1D
2
W
/
.R
EX
6
6
1
2
9
Sept tnk
D
CON
C.
WAL
K
CONSUMERS GAS UTILITY CO.
6" F.M
.
GE
NE
RA
TO
R
6" STL. GAS
STMH
6
1
2
9
72
0'
'
0
3
7
Phone ped
Phone ped
H
H
J
B
J -7
H
Sig pole
BLOCK WALL
B
SMH
D
2.50
PC Sta. 1+3
J
12"W
CER
F SPEN
CITY O
S
K
R
WO
WATER
P
8"VC
730'
PJB
6" F.M
.
553
1
1
P
E
E
D
SMH
D
R = 107.00'
T = 43.63'
L = 82.85'
CURVE 33/2-1
DD-MMM-YYYY HH:
MM
S
t
a
.
ASPHALT
CURVE 33-1
$USERNAME$
54
FRON
TIER
WEST
VIRG
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7
C.
3
& 1
0
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-COP
PER)
FRONT
IER
WEST
VIRGI
NIA,
ING
L. CAS
20" ST
55
8"VCP
5
5
3
+
53
1
57
STA. 55+20.82 RT. 33
STA. 1+03.31 WILLIAMS DR.56
12"W
6
5
.
7
9
CONC. WALK
24" RC
P
HH
H
Sig pole
H
INC.
EX.R/W
Sig pole
18" RCP
PC Sta.
52+76.76
PC Sta. 552+78.83
H
PJB
J
A
C
T1
2 TR
Lpole
/W
EX.R
A
B
4')
64.
N45°W 2
(
R
/
W
7
3
0
'
30')
30'W
S28°
(
'
30
7
CURVE DET-8
9
1
1
7
T
'
0
5
7
'
0
4
7
TCE
R
/
W
7')
.
E 76
S50°
(
7
5
0
'
C
6"PV
MATCH LINE STA. 52+50 US ROUTE 33 SEE SHEET E74
R/W
EX.
73
06°E 52')
S
(
'
1 STORY
TCE
2
ER
PENC
OF S
Y
T
I
C
RKS
R WO
WATE
SMH
TCE
R
/
W
W
8"
WM
H
'
0
4
7
')
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1
S1
(
5
6
1
2
9
C = 1,060.82'
.
I
.
C
WV
13
.9
'D
EE
P
T
HAL
ASP
E = 35.66'
H
P
C
V
"
8
Lpole
H
L = 1,063.96'
"
8
0'
74
0'
73
Lpole
)
'
0
6
D
H
T = 535.14'
D
9')
85.
7
60
'
E = 8.55'
C = 80.80'
E
SMH
(
S37°37'51
"E 297.
63')
71
0'
PARKERSBURG, WV
PC Sta. 2+86.96
GOFF RUN
0'
1
7
SMH
D
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
ALTERNATIVE 4 PHASE 1 - US 33
0
SCALE :
J04C23C03-PLAN e
20 ft.
PLAN SHEET
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
STA. 52+50 TO END PROJECT
P:
\PR5331
3\cadd\RDY_PLN_CRBB_Al
t4_02.dgn
EXPOSED
SMH
D
GV
7
1
0'
71
0'
D
E
S
O
P
X
E
7
2
0
'
'
20
7
7
20'
D
Public
State
State
Roads
Dist.
Project
Federal
Fiscal
(N
71
°3
44 0'E
')
72
0'
PE
71
0'
71
0'
PE
PE
H
29')
90.
S39°48'E 1
(
4
D
DD-MMM-YYYY HH:
MM
.45')
71
TCE
'
0
1
7
$USERNAME$
0'
71
720'
730'
7
1
0
'
PARKERSBURG, WV
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
ALTERNATIVE 4 PHASE 2 - US 33
0
SCALE :
J04C23C03-PLAN e
20 ft.
PLAN SHEET
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
BEGIN PROJECT TO STA. 52+50
P:
\PR5331
3\cadd\RDY_PLN_CRBB_Al
t4_03.dgn
0'
71
7
20
'
71
0'
12" V.C.
720'
730'
T
740' WES
P
I
7
20
'
E
TC
TIER
C.
FRON
, IN
INIA
G
R
I
V
740'
(S47°06'W
SMH
Gu
y
LT
ASPHA
5
6
1
2
9
720'
730'
740'
/W
EX. R
101
H
B
P
DI
EX.R/W
EX. R/W
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EX. R
HHHH
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BI
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y
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M.
F.
M
GM
M.
F.
PE
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C.
12
"
6"
0'
71
TIC
LAS
P
"
8
GM
6"
VCP
G
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y
6"
8"
GM
73
0
'
'
0
1
7
ERIE
H
8"
PE
73
0'
EX.R/W
INSURANCE
p
ipe
6"
VCP
PE
71
0'
72
0'
H
H
D
H
D
IN
C.
TMH
7
88
33
10
SMH
P
DI
720'
D
TMH
SMH
D
PE
51
71
0'
00
-1
T7
1
/
6
92
Ve
nt
END BRIDGE
STA. 52+39.00
52
3
H
SMH
F.
M.
M
M
Sig pole
PJB
VI
RG
IN
IA
,
WEST VIRGINIA, INC.
740'
WE
ST
HJ
R
/
W
FRONTIER
6"
H
1
H
H
H
H
H
M
M
P
H
B
E
X
.
H
H
FR
ON
TI
ER
WM
WM
M
D
D
SMH
P
VC
8"
WM
A
P
8"VCP
4"W
TIC
LAS
P
6"
J
BJ
A
4
6
1
2
9
73
0
'
EX.R/W
H
PE
TRACT 1
MATCH LINE STA. 52+50 US ROUTE 33 SEE SHEET E77
PE
PE
2
{ BRIDGE
PJB
PJB
GV
GV
E86
D
71
0'
V.
C.
12
"
R/W
H
1
11
Sig pole
H
WM
CONSUMERS GAS UTILITY CO.
(S
72
°W
720'
TS
RE
6" STL. GAS
16
5'
)
'
730
P
720'
73
0'
'
740
J
H
0'
71
PE
H
H
P
R/W
EX.
ROANE
'
0
1
7
B
BEGIN BRIDGE
STA 49+87.00
2014
243 (D)
71
0'
72
0'
E
X
.
M
H
H
6
"
1
100
4
"
W
N39°W 70')
(
50
H
D
48
12.76 00
TRACT 2
R/
W
71
0'
03
-1
T7
T
HAL
ASP
U344-33- STP-0033-
2
H
P
L
A
S
T
I
C
PI
1
1
H
H
TRACT 1
WV
SMH
E76
No.
TCE
PE
12"
CI
(AB
AND
ONE
D)
STA. 49+27.83 RT.33
STA. 0+00.00 RT.119
BEGIN PROJECT
STA. 49+58.48
GV
R/
W
PJB
ASPHALT
GV
F.
M.
H
H
.
Sta
1 1
1
49
WM
6"
H
R
/W
E
X
.
H
M
H
M
2
6.6
1
+
49
H
B
1
H
H
H
M
B H
H
H
HH
HH
M
WM
HH
H
H
.
Sta
T
PO
HHH
M
H
M
M
H
0
0.0
0
+
48
R/W
EX.
1
63'-0"
WM
TRACTOR
OUT TO OUT
06
-1
T7
RICHARD'S
EX.R/W
3
B
3
6
1
2
9
GM
L
ERA
LAT
N
A
S
ON
ATI
Y
LOC
CIT
Y
B
WN
O
N
UNK
SALES
Sig pole
GV
WM
.
ST
PL
R/
W
7
(N6 20'
9°
E 5
1
720 ')
'
69
'(S
)
BB
J
H
C
I
T
Y
W
O
A
F
T
E
S
R
P
E
W
N
O
C
R
E
K
R
74
S
0'
1
/
9
H
H
9
0
1
7
2
'
720
WM
2
.2
TR
71
0
'
WM
WM
1 TSR
E
720'
v
PJB
R/
W
Lpole
WM
G
A
S
W
A
L
K
C
O
N
C
.
M
WENDY'S
Sheets
71
0'
E
C
O
N
S
U
M
E
R
S
E
A
S
P
H
A
L
T
E
X
.
E
H
HH
TS
RE
(
N2
0°
W
47
')
Lpole
73
0'
(N
R
/
7
8
E W
°
3
0
'
E
R
/J
W
E
H
4
"
E
PJB
GM
3
Total
No.
6
"
C
.
I
.
WV
(S
5
°
5 30
3
' 'E
)
W.V.
Year
71
0'
H
E
7
4
0
'
2
/
9
W
P
L
A
S
T
I
9
C
4 H
'
)
E
H
E
AE
M
0
1
1
7
T
No.
Sheet
County
Project No.
Div.
Public
State
State
Roads
Dist.
Project
Federal
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
E77
E86
County
Project No.
Div.
Year
No.
U344-33- STP-003312.76 00
2014
ROANE
243 (D)
0'
75
CURVE 33-1 DATA
PARKING
P.I. Sta. 58+11.90
DELTA
R = 3,997.39'
°40'W
N51
(
W
'
0
3
°
11
(S
°E)
(N39
(S)
37'
W
08')
0'W 1
N45°1
(
R/W
EX.
R/W
EX.
SMH
D
SMH
SMH
D
8"W
R/W
EX.
)
64'
°E
(N39
D
PHARMACY
'
0
4
7
TR
A
C
T2
'
30
7
H
1 1
H
END PROJECT
STA. 54+35.47
1
1
P
E
E
D
'
3
.
5
1
1
H
'
0
2
7
SMH
D
ER
.
NTI
INC
FRO
A,
INI
G
R
VI
PJB
J
W
R/
X.
E
WV
HSAN.
PUMP
STATION
Sept tnk
u
')
1
1
82.
CHORD S40°55'E 1
(
PJB
J
E
E
3890' R)
(
P.I. Sta. 1+80.94
PJB
J
DELTA
)
E
'
3
)
3
'
E
7.
8
2
7
.
E
)
2
'
2
1'
8
2
°
.8
W
2
6
'
1
7
9
(S
0
W
°
'
1
2
3
2
°
(S
8
8
{ WILLIAMS
(N
ASPHALT
2
R = 2,000.00'
DRIVE
(CR 33/2)
4
GRAVEL
(S50°1
3'W 90.55')
PARKING
PT Sta. 2+29.37
7
20
'
E
TC
P
C
V
"
8
E
TC
SMH
D
EX. R/W
TCE
TCE
CURVE 33/2-1 DATA
PJB
J
E
'
0
72
PARKING
T = 48.44'
L = 96.87'
E = 0.59'
C = 96.86'
$USERNAME$
u
10"
VCP
GV
H
B
EX. R/W
B
Sept tnk
12"W
W
/
.R
EX
6
6
1
2
9
6" F.M
.
W
/
.R
EX
72
0'
CONSUMERS GAS UTILITY CO.
1D
"W
12
STMH
CON
C.
WAL
K
6" STL. GAS
STMH
D
6
1
2
9
72
0'
T
WES
Sig pole
PJB
J
H
Phone ped
Phone ped
H
BLOCK WALL
J
B
J -7
H
Sig pole
'
0
3
7
A
B
SMH
H
6" F.M
.
12"W
D
CER
F SPEN
CITY O
S
K
R
WO
WATER
D
2.50
PC Sta. 1+3
J
SMH
P
8"VC
730'
PJB
CURVE 33-1
DD-MMM-YYYY HH:
MM
730'
{ US ROUTE 33
CON
C.
WAL
K
FRON
TIER
WEST
VIRG
(3-F
INIA
, IN
.O.
7
C.
3
& 1
0
'
-COP
PER)
FRONT
IER
WEST
VIRGI
NIA,
1
ASPHALT
8"VCP
55
54
53
ING
L. CAS
20" ST
1
57
STA. 55+20.82 RT. 33
STA. 1+03.31 WILLIAMS DR. 6
5
CONC. WALK
24" RC
P
HH
18" RCP
H
Sig pole
H
INC.
EX.R/W
GE
NE
RA
TO
R
PC Sta.
52+76.76
H
PJB
J
Sig pole
Lpole
/W
EX.R
A
B
4')
64.
N45°W 2
(
R
/
W
7
3
0
'
30')
30'W
S28°
(
'
30
7
A
C
T1
2 TR
9
1
1
7
T
'
0
5
7
'
0
4
7
TCE
R
/
W
7')
.
E 76
S50°
(
7
5
0
'
C
6"PV
MATCH LINE STA. 52+50 US ROUTE 33 SEE SHEET E76
R/W
EX.
73
06°E 52')
S
(
'
1 STORY
TCE
2
ER
PENC
OF S
Y
T
I
C
RKS
R WO
WATE
SMH
TCE
R
/
W
W
8"
WM
H
'
0
4
7
')
°30'E 4
1
S1
(
5
6
1
2
9
C = 1,060.82'
.
I
.
C
WV
13
.9
'D
EE
P
T
HAL
ASP
E = 35.66'
H
P
C
V
"
8
Lpole
H
L = 1,063.96'
"
8
0'
74
0'
73
Lpole
)
'
0
6
D
H
T = 535.14'
D
9')
85.
7
60
'
CURVE 33/2-1
E
SMH
(
S37°37'51
"E 297.
63')
71
0'
PARKERSBURG, WV
PC Sta. 2+86.96
GOFF RUN
0'
1
7
SMH
D
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
ALTERNATIVE 4 PHASE 2 - US 33
0
SCALE :
J04C23C03-PLAN e
20 ft.
PLAN SHEET
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
STA. 52+50 TO END PROJECT
P:
\PR5331
3\cadd\RDY_PLN_CRBB_Al
t4_04.dgn
EXPOSED
SMH
D
GV
7
1
0'
71
0'
D
E
S
O
P
X
E
7
2
0
'
'
20
7
7
20'
D
Public
State
State
Roads
Dist.
Project
Federal
No.
W.V.
3
Year
Sheet
Total
No.
Sheets
E78
E86
No.
U344-33- STP-003312.76 00
2014
ROANE
243 (D)
732.15
733.16
734.17
735.18
736.19
737.20
738.08
738.95
739.83
740.70
741.58
742.45
743.33
744.20
745.08
745.95
747.07
Div.
Fiscal
County
Project No.
770
770
765
765
760
760
755
755
750
V.P.I. Sta. 549+64.71
750
Elev. = 746.311
745
PROFILE GRADE LINE
US 33
745
-3.5
00 %
-3.5
00 %
V.P.I. Sta. 552+25.79
Elev. = 737.173
740
740
V.P.I. Sta. 549+98.40
-3.5
00 %
Elev. = 745.131
735
-4.0
45 %
735
SEE ALTERNATIVE 4
SITUATION PLAN FOR
STRUCTURE DETAILS
730
730
725
725
551+00
553+00
730.77
731.5
731.89
728.0
728.20
728.4
728.23
724.6
552+00
554+00
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
5 ft.
DIVISION OF HIGHWAYS
SCALES
0
ALTERNATIVE 4 PHASE 1 - US 33
0
PARKERSBURG, WV
J04C30C03-PROFILE c
PROFILE SHEET
20 ft.
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
$USERNAME$
695
STA. 549+50 TO STA. 554+40
P:
\PR5331
3\cadd\RDY_PRO_ALT4_PHI
_01
.dgn
550+00
716.98
695
716.0
700
717.13
700
715.4
705
709.85
705
708.7
710
717.33
710
719.1
715
733.57
715
744.7
720
747.07
720
DD-MMM-YYYY HH:
MM
EXISTING GROUND
71
0'
H
H
6"
VCP
pi
p
e
Ve
n
t
D
PC Sta.
52+76.76
H
H
PE
71
0'
H
H
Sig pole
CONC. WALK
1
H
H
ST.R/W
EXI
Lpole
H
73
0
'
7
3
0
'
R
/
W
2 TRACT 1
9
1
1
7
T
END APPROACH SLAB
52+59.00
53
END BRIDGE
STA. 52+39.00
52
51
R
/
W
54
1
PE
OUT TO OUT
H
'
0
3
7
6" F.M
.
J
PE
PE
6
6
1
2
9
E
Sept tnk
')
1
1
82.
CHORD S40°55'E 1
(
29')
90.
S39°48'E 1
(
)
'
3
)
3
.
'
7
8
2
7
.
E
)
2
'
2
1'
8
8
2
.
°
W
'
16
72
9
(S
0
W
°
1'
2
3
2
°
8
(S
8
(N
3890' R)
(
4
D
730'
735.63
736.56
737.50
738.43
739.36
740.30
.45')
71
(S47°06'W
741.23
742.17
743.10
744.04
744.97
SAN.
PUMP
STATION
720'
P
DI
Sept tnk
10"
VCP
u
CONSUMERS GAS UTILITY CO.
EXIST. R/W
8"
740'
6" F.M
.
B
M.
F.
E
71
0'
D
WV
6" STL. GAS
6"
H
3
u
12
"
6"
PJB
EXIST. R/W
745.88
746.78
Sig pole
PJB
BLOCK WALL
SMH
800
HJ
I
'
0
3
7
PJB
A
BI
FRON
TIER
WEST
VIRG
INIA
(3-F
, IN
.O.
C.
3
0
& 7
'
1COPP
ER)
PE
V.
C.
F.
M.
WEST VIRGINIA, INC.
M.
F.
Guy
PE
6"
5
6
1
2
9
J
73
0
'
Gu
y
8"
END PROJECT
STA. 54+35.47
CON
C.
WAL
K
H
D
71
0'
72
0'
{ US ROUTE 33
SMH
P
DI
730'
6"
VCP
PE
63'-0"
J
73
0'
TRACT 2
H
PE
PE
TRACT 1
H
H
H
H
BJ
FRONTIER
IN
C.
R/W
ST.
EXI
HHHH
{ BEARINGS
ABUTMENT 2
2
720'
GM
2
R/W
71
0'
GM
E86
TCE
{ PIER 2
TMH
ERIE
ROANE
ASPHALT
740'
VI
RG
IN
IA
,
R/W
ST.
EXI
Sig pole
PJB
WE
ST
CONSUMERS GAS UTILITY CO.
6" STL. GAS
71
0'
SP
RI
NG
V.
C.
12
"
F.
M.
CR
EE
K
(S
72
°W
TS
RE
720'
PE
720'
730
'
'
740
J
H
1
11
H
A
H
FR
ON
TI
ER
2014
R
/
W
{ BRIDGE
PJB
4
6
1
2
9
U344-33- STP-03312.76 00 243 (D)
TCE
TRACT 2
{ PIER 1
PJB
WM
HJ
16
5'
)
'
730
M
H
H
H
P
L
A
S
T
I
C
1
100
4
"
W
PE
E79
No.
13
.9
'D
EE
P
TCE
R/
W
71
0'
GV
GV
H
12"
CI
(AB
AND
ONE
D)
Sheets
T
HAL
ASP
TCE
PE
Total
No.
Lpole
0'
71
Sig pole
BEGIN BRIDGE
STA 49+87.00
H
1
H
HH
R/
W
3
Sheet
County
Year
Lpole
2
N39°W 70')
(
50
BEGIN APPROACH SLAB
STA. 49+67.00
WM
TRACT 1
{ BEARINGS
ABUTMENT 1
STA. 49+27.83 RT.33
STA. 0+00.00 RT.119
BEGIN PROJECT
STA. 49+58.48
WM
6"
BB
H
72
0'
(N6
9°
E 5
1
720 ')
'
69
'(S
)
H
SALES
1
PJB
ASPHALT
INSURANCE
P
C
I
T
Y
MA
W
O
A
I
F
N
T
E
S
R
P
E
W
N
O
C
R
E
K
R
74
S
0'
NO
RT
H
R
/
W
L
ERA
LAT
SAN
N
O
ATI
Y
LOC
CIT
BY
N
W
O
N
UNK
TRACTOR
EXIST. R/W
6
"
1
1
1 1
1
R/
W
RICHARD'S
E
X
I
S
T
.
H
PI
HH
H
H
72
0'
C
O
N
S
U
M
E
R
S
ST
.
W
A
L
K
C
O
N
C
.
J
E
X
I
S
T
.
M
H
H
M
2
6.6
1
+
9
. 4
Sta
H
M
H
M
M
H
B
DRAULIC
HY
DATA
AT NORTH MARKET ST.
SPRING CREEK
780
HWE
252'-0" OUT TO OUT OF PAVING NOTCH
250'-0" C/C BEARINGS
{ ABUTMENT 2
{ PIER 2
75'-0"
100'-0"
75'-0"
721.61
723.11
2.63
3950
Q25
722.45
723.95
2.06
4500
Q50
723.90
725.40
2.64
5430
Q100
725.02
726.52
2.64
6200
DRAINAGE AREA = 39.6 SQ. MI.
740
WATERWAY OPENING = 575 SF
PROPOSED GRADE
3.
74 %
BASED ON SLOPE OF
*ESTIMATED
STREAM FOR RUBY BRADLEY.
EXISTING
GROUND
I
NTEGRAL
Q50
Q100
Q(CFS)
Q10
EXISTING AND
I
NTEGRAL
V(FPS)
DD-MMM-YYYY HH:
MM
760
{ PIER 1
*
HWE
2:
1
t
Q10
Q25
1
2:
$USERNAME$
720
NORMAL POOL
ESTIMATED TOP
700
OF ROCK. TYP.
SPRING CREEK
EW
EW
20 ft.
EXISTING STRUCTURE TO BE
DEMOLISHED IN PHASE 2.
0
20 ft.
DESIGNED
51+00
52+00
DATE
MWL 7/14
733.7
734.9
735.7
733.2
713.6
71.8
713.7
708.0
705.0
708.6
745.5
746.7
747.7
748.2
736.0
50+00
714.65
t - 3'-0" FOUNDATION PROTECTION TYP.
49+00
NUMBER
53+00
DRAWN
ASG
DATE
BY
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
7/14
COL. RUBY BRADLEY
BRIDGE REPLACEMENT
SITUATION PLAN
ALTERNATIVE 4
SHEET
CHECKED
OF
BRIDGE NO.
CHECKED
PARKERSBURG, WV
J04C22C03 - BRIDGE b
REVISION
DIVISION OF HIGHWAYS
0
640
SHEET
NUMBER
SCALES
680
660
REVISION
P:
\PR5331
3\cadd\str_l
ay_si
tpl
an Al
t. 4.dgn
{ ABUTMENT 1
719.7
1
G
A
S
A
S
P
H
A
L
T
E
E
H
H
v
R
/
W
H
1
/
9
No.
W.V.
'
720
49
{ US ROUTE 119
.2
TR
71
0
'
3
B
3
6
1
2
9
2
1 TSR
E
9
0
1
7
2
GM
Fiscal
32.50
PC Sta. 1+
R/
W
.
ST
PL
Project
Federal
720'
Sig pole
WM
State
Dist.
Div.
TS
RE
Lpole
State
Roads
Project No.
(
N2
0°
W
47
')
PJB
Public
Public
State
State
Roads
Dist.
Project
Federal
Div.
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
E80
E86
County
Project No.
Year
No.
U344-33
STP-0033
12.76 00
(243)D
2014
ROANE
63'-0"
{ EXISTING
US ROUTE 33
2'-0"
2'-0"
11'-0"
11'-0"
12'-0"
LANE
LANE
LANE
LANE
SHOULDER
5'-6"
8" REINFORCED
CONCRETE DECK
16'-9"
2 %
1'-0"
1
'-6"
12'-0"
9•"
6"
SHOULDER
5'-6"
6"
2 %
2'-0"
6 SPA. @ 9'-0" = 54'-0"
4'-6"
5/4/201
5
1
0:
1
0:
02 AM
COMPLETED TYPICAL SECTION
$USERNAME$
4'-6"
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
DESIGNED
DATE
MWL
6/14
DRAWN
ASG
7/14
COL. RUBY BRADLEY
BRIDGE REPLACEMENT
COMP.TYPICAL SECTION
ALTERNATIVE NO. 4
SHEET
CHECKED
OF
BRIDGE NO.
CHECKED
PARKERSBURG, WV
P:
\PR5331
3\cadd\str_typ_phased const.dgn
1'-0"
Public
State
State
Roads
Dist.
Project
Federal
Div.
No.
W.V.
3
Fiscal
Sheet
Total
No.
Sheets
E81
E86
County
Project No.
Year
No.
U344-33
STP-0033
12.76 00
(243)D
2014
ROANE
100'-2"
{ EXISTING
US ROUTE 33
2:1
TEMPORARY
25'-3"
PERMANENT
28'-0"
63'-0"
1
0:
1
0:
03 AM
8'-0"
5/4/201
5
ABUTMENT 1
$USERNAME$
4'-2"
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
DESIGNED
DATE
MWL
6/14
DRAWN
ASG
6/14
COL. RUBY BRADLEY
BRIDGE REPLACEMENT
ABUTMENT 1
ALTERNATIVE NO. 4
SHEET
CHECKED
OF
BRIDGE NO.
CHECKED
PARKERSBURG, WV
P:
\PR5331
3\cadd\str_typ_phased const.dgn
8'-0"
Public
State
State
Roads
Dist.
Project
Federal
Div.
No.
W.V.
3
{ EXISTING
Fiscal
Sheet
Total
No.
Sheets
E82
E86
County
Project No.
Year
No.
U344-33
STP-0033
12.76 00
(243)D
2014
ROANE
US ROUTE 33
63'-0"
12'-0"
LANE
LANE
LANE
5'-6"
2'-0"
56'-0"
A
54'-0"
8'-0"
10'-0"
PERMANENT PIER
1
0:
1
0:
03 AM
16'-9"
11'-0"
A
SECTION A-A
TEMPORARY BENT
5/4/201
5
LANE
11'-0"
$USERNAME$
2'-0"
12'-0"
REVISION
SHEET
NUMBER
NUMBER
REVISION
DATE
BY
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
DESIGNED
DATE
MWL
6/14
DRAWN
ASG
6/14
COL. RUBY BRADLEY
BRIDGE REPLACEMENT
TEMPORARY BENT
ALTERNATIVE NO. 4
SHEET
CHECKED
OF
BRIDGE NO.
CHECKED
PARKERSBURG, WV
P:
\PR5331
3\cadd\str_typ_phased const.dgn
5'-6"
Public
State
State
Roads
Dist.
Project
Federal
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
50
60
70
80
90
100
110
120
Div.
No.
W.V.
3
130
Fiscal
Sheet
Total
No.
Sheets
E83
E86
County
Project No.
Year
No.
U344-33- STP-003312.76 00
140
2014
ROANE
243 (D)
150
160
750
750
733.97
740
EX.R/W
760
EX.R/W
760
1
.
5
:
1
740
/
/
E.
P.
730
728.18
/
/
/
/
/
/
/
/
730
DATE
E.
P.
2:
1
BY
720
750
AREAS CHECKED
750
NO.
AREAS
710
/
/
/
/
/
NOTE
BOOK
SURVEY
710
/
/
/
/
/
FI
NAL
SURVEYED
PLOTTED
TEMPLATE
553+00
1
2:
740
2:
1
E.
P.
552+50
710
710
700
700
50
60
70
80
90
100
110
120
130
140
150
160
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
10 ft.
DIVISION OF HIGHWAYS
ALTERNATIVE 4 PHASE 1 - US 33
SCALES
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
0
CROSS-SECTION SHEET
10 ft.
0
J05C07C03-XSECT2 b
REVISION
NUMBER
SHEET
NUMBER
REVISION
DATE
BY
STA. 552+50 TO STA. 553+00
$USERNAME$
720
P:
\PR5331
3\cadd\RDY_XSC_US33_ALT4_PHI
_01
.dgn
720
DD-MMM-YYYY HH:
MM
730
728.22
E.
P.
730
EX.R/W
740
735.99
EX.R/W
AREAS CHECKED
NO.
AREAS
PLOTTED
TEMPLATE
NOTE
BOOK
SURVEY
ORI
GI
NAL
SURVEYED
BY
DATE
720
Public
State
State
Roads
Dist.
Project
Federal
Fiscal
90
80
70
60
50
40
30
20
10
0
10
20
30
40
50
60
70
80
90
100
110
120
3
130
Sheets
E84
E86
No.
U344-33- STP-00332014
12.76 00
140
ROANE
243 (D)
150
160
/
100
W.V.
Total
No.
/
/
/
/
/
AREAS
/
/
/
/
110
No.
Year
AREAS CHECKED
NO.
NOTE
BOOK
SURVEY
/
/
/
/
/
/
/
/
/
/
760
750
750
2:
1
730
731.05
E.
P.
E.
P.
730
720
SEE ALTERNATIVE 1A
720
DD-MMM-YYYY HH:
MM
740
$USERNAME$
732.75
740
EX.R/W
760
EX.R/W
FOR US 33
553+50
PROFILE SHEET
710
710
50
60
70
80
90
100
110
120
130
140
150
160
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
10 ft.
DIVISION OF HIGHWAYS
ALTERNATIVE 4 PHASE 1 - US 33
SCALES
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
0
CROSS-SECTION SHEET
10 ft.
0
J05C07C03-XSECT2 b
REVISION
NUMBER
SHEET
NUMBER
REVISION
DATE
BY
STA. 553+50
P:
\PR5331
3\cadd\RDY_XSC_US33_ALT4_PHI
_01
.dgn
AREAS CHECKED
NO.
AREAS
PLOTTED
TEMPLATE
NOTE
BOOK
SURVEY
ORI
GI
NAL
SURVEYED
BY
DATE
FI
NAL
BY
SURVEYED
PLOTTED
TEMPLATE
DATE
120
Div.
Sheet
County
Project No.
Public
State
State
Roads
Dist.
Project
Federal
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
50
60
70
80
90
100
110
120
Div.
No.
W.V.
3
130
Fiscal
Sheet
Total
No.
Sheets
E85
E86
County
Project No.
Year
No.
U344-33- STP-003312.76 00
140
2014
ROANE
243 (D)
150
160
760
750
750
E.
P.
1
2:
EX.R/W
730
E.
P.
730
740
2:
1
733.99
740
733.76
EX.R/W
760
720
720
/
/
/
/
/
/
/
/
/
/
710
710
700
700
760
760
750
750
AREAS CHECKED
NO.
AREAS
NOTE
BOOK
SURVEY
/
/
/
/
/
/
/
/
/
/
EX.R/W
710
710
700
700
50
60
70
80
90
100
110
120
130
140
150
160
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
10 ft.
DIVISION OF HIGHWAYS
ALTERNATIVE 4 PHASE 2 - US 33
SCALES
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
0
CROSS-SECTION SHEET
10 ft.
0
J05C07C03-XSECT2 b
REVISION
NUMBER
SHEET
NUMBER
REVISION
DATE
BY
STA. 52+50 TO STA. 53+00
$USERNAME$
720
52+50
DD-MMM-YYYY HH:
MM
730
P:
\PR5331
3\cadd\RDY_XSC_US33_ALT4_PHI
I
_01
.dgn
720
E.
P.
E.
P.
1
2:
730
740
2:
1
735.66
740
735.63
EX.R/W
AREAS CHECKED
NO.
AREAS
PLOTTED
TEMPLATE
NOTE
BOOK
SURVEY
ORI
GI
NAL
SURVEYED
BY
DATE
FI
NAL
SURVEYED
PLOTTED
TEMPLATE
BY
DATE
53+00
Public
State
State
Roads
Dist.
Project
Federal
Fiscal
120
110
100
90
80
70
60
50
40
30
40
50
60
70
80
90
100
110
120
130
2014
12.76 00
140
ROANE
E86
243 (D)
150
160
EX.R/W
730.03
EX.R/W
740
730
1
2:
E.
P.
730.08
/
/
30
U344-33- STP-0033-
750
E.
P.
/
/
/
/
/
/
/
20
E86
No.
720
760
760
750
750
AREAS CHECKED
710
NO.
AREAS
710
/
/
/
/
/
NOTE
BOOK
SURVEY
SURVEYED
PLOTTED
TEMPLATE
BY
54+00
EX.R/W
720
730
SEE ALTERNATIVE 1A
720
FOR US 33
53+50
PROFILE SHEET
710
50
60
70
80
90
100
110
120
130
140
150
710
160
THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
10 ft.
DIVISION OF HIGHWAYS
ALTERNATIVE 4 PHASE 2 - US 33
SCALES
120
110
100
90
80
70
60
50
40
30
20
10
0
10
20
30
40
0
CROSS-SECTION SHEET
10 ft.
0
J05C07C03-XSECT2 b
REVISION
NUMBER
SHEET
NUMBER
REVISION
DATE
BY
STA. 53+50 TO STA. 54+00
P:
\PR5331
3\cadd\RDY_XSC_US33_ALT4_PHI
I
_01
.dgn
E.
P.
1
2:
$USERNAME$
2:
1
DD-MMM-YYYY HH:
MM
740
E.
P.
730
732.08
740
731.89
EX.R/W
AREAS CHECKED
NO.
AREAS
PLOTTED
TEMPLATE
NOTE
BOOK
SURVEY
ORI
GI
NAL
SURVEYED
BY
/
/
/
/
/
FI
NAL
10
3
Sheets
750
720
DATE
0
W.V.
Total
No.
760
730
/
10
No.
Year
760
740
DATE
20
Div.
Sheet
County
Project No.
Design Study Report
Final Submission
Colonel Ruby Bradley Bridge, Spencer, WV
May 6, 2015
APPENDIX F
COMMENTS AND RESPONSES FROM FIELD AND OFFICE REVIEWS
Project No. 53313
WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
Consultant:
Burgess & Niple
Rodney Holbert
Matt Lewellyn
Steph Chevalier
DIVISION OF HIGHWAYS
RUBY BRADLEY FIELD REVIEW
DESIGN STUDY FIELD REVIEW MEETING
COMMENTS AND RESPONSES
1. Utilities and Right-of-way
a. Comment:
Review Date:
September 4, 2014
Response:
Project Number:
Federal Project No.:
U334-33-12.76 00
STP-0033(243) D
b. Comment:
Description of Project:
Colonel Ruby Bradley Bridge Design Study
Spencer, West Virginia
Response:
Consumers Gas indicated that 6” gas line that is located below the bridge is a one-way feed and
needs to be maintained throughout the project.
No action needed by B&N.
The overhead lines paralleling the upstream edge of the bridge consist of power (First Energy)
on the top, with three fiber optics lines (Frontier), three coper telephone lines (Frontier), Cable
TV, and a city owned 110V Christmas light feed.
No action needed by B&N.
Participants:
c. Comment:
WVDOT:
Chuck Bartley, R/W Dir
Ahmed Mongi, DDI (Bridges)
Feras Tolaymat, DDR
Cliff Essig, D3 (Bridge)
Mike Foley, D3 (Construction)
Brian Kucish, D3 (Construction)
Harry Hutchinson, D3 (Construction)
Jared Evans, D3 (Construction)
George Chappell, DDI (Geotech)
Sondra Mullins, DDI (Environmental)
Randy Epperly, DDE (Environmental)
Don Meadows, DT
Deanna Dehere, DT
Brad Fallecker, DDR
City of Spencer
Rob Miller, Public Works
Consumers Gas
Jerry Watson
Benny Caper
Response:
d. Comment:
Response:
Frontier commented that the high tension power line near Williams Drive Extension would
likely be costly to relocate.
No action needed by B&N.
B&N to provide updated utility mapping once verifications are received. WVDOT to provide
utility and right-of-way cost estimates.
The utility mapping is updated. Utility and R.O.W. costs have been provided byWVDOT
are included.
2. Geotechnical Overview
a. Comment:
Response:
In the last sentence, George Chappell commented to not state that all alternatives will use spread
footings on rock for the piers and abutments on H-Piles. George commented that this was a
premature statement (prior to soil borings). He stated not to state at this point.
The sentence was revised to not mention spread footings or H-piles.
3. Design Criteria
Frontier Communications
B.J. Miller
a. Comment:
Lumos Networks
Brad Payne
Bob Durham
Page 1 of 7
Response:
Add PROWAG 2014 to the specifications.
PROWAG 2014 was added to the specifications.
Page 2 of 7
4. Environmental Overview
h. Comment:
a. Comment:
Under the first bullet change the “The existing bridge is listed” to “The existing bridge is
eligible for registration for”.
Response:
The sentence was revised to say “The existing bridge is eligible for registration for”.
Page E19: Please assume a vertical wall to minimize cut on the loading dock and add a frontage
road to connect to the loading dock for the National Guard. Please check that large trucks can
make the turns at the loading dock. Cliff Essig indicated the loading dock at the National Guard
Building could be reconstructed on a skew to accommodate Alternative 3.
Response:
A retaining wall was evaluated but was found to not supply adequate room for large
trucks. The loading dock will need to be reconstructed at 90°.
Comment:
Cliff Essig indicated that it may be possible to add a pedestrian walkway between Tractor
Supply and the Tutors Biscuit to connect the pedestrian bridges. This could be used an alternate
route during construction of the bridge.
Response:
This possible pedestrian walkway was mentioned in the narrative.
Comment:
Should the existing 12” aerial sewer line be considered in the hydraulics? Is this line in service?
Could it be removed to improve the hydraulics? The mapping indicates it is abandoned.
Response:
The 12” aerial sewer line is not in service and should be removed as part of the project.
5. Alternatives
i.
a. Comment:
Response:
Alternate 1A – Please change Alternate 1A to the actual rehabilitation option instead of the
widening option. Provide narrative discussion of the constructability issues and lack of meeting
the purpose and need (traffic flow and durability). No cost estimate is needed.
Alternative 1A was replaced with the rehab (no widening) option. Durability
and traffic issues were mentioned in the discussion.
j.
b. Comment:
Response:
d. Comment:
Cliff Essig prefers that the abutments would not be re-used in Alternative 4. Matt Lewellyn
explained that re-using the abutments would reduce the amount of time the traffic would need to
be maintained in the temporary condition.
The existing abutments will not be used for Alternative 4.
k. Comment:
Cliff Essig prefers clear coating on substructures. Ahmed Mongi indicated that the epoxy
concrete protective coating has been used successfully on many bridges around the state and has
become the standard.
l.
Response:
e. Comment:
Response:
Bridge details such as spans, length, and out-to-out width were provided in the narrative.
Comment:
Alternative 1A – In the description of Alternate 1A it mentions that four new spread box beams
will be constructed, but pages E45 and E46 show the construction of 3 new box beams.
Response:
No action needed (Alternate 1A has been changed to rehab only).
No action needed by B&N.
Chloride ion sampling and testing was performed by state forces. The results indicate the bridge
substructures are highly contaminated and extraction of the chlorides is not possible. Consider
cost increases to Alternative 1A. WVDOT Materials Division will provide a report to
summarize the results.
Response:
The construction cost of the rehabilitation was not increased due to the contamination, but
on-going maintenance cost would increase over time.
Comment:
On sheet 4, first paragraph, change analysis of the existing beams with the deck removed is
“recommend” to “required and likelihood of passing is unknown at this time”.
Response:
The sentence was revised
m. Comment:
Response:
n. Comment:
f.
Response:
g. Comment:
Response:
Use 3’ thick foundation protection.
In the narrative for the existing conditions and all the proposed alternates please provide more
details about the bridge like the length, spans, etc.
o. Comment:
Alternative 2 – Does the 175 foot long temporary bridge have any piers, if so please state in the
narrative.
The temporary bridge does not have any piers. Noted as single span.
Alternative 3 – Should there be any mention of the other bridge on Williams Drive crossing
Goff Run. Will that bridge be able to take the detour traffic.
Discussion added to report. This bridge should be adequate as it is a modern pre-cast slab
bridge.
Alternative 4 – the 4th line of the description has the word “new” repeated twice. WVDOH does
not agree with the option of reusing the existing abutments for Alternate 4.
Drawings and calcs were revised to show 3’ thick foundation protection.
Response:
Page 3 of 7
The sentence was revised. The existing abutments will not be re-used.
Page 4 of 7
b. Comment:
p. Comment:
Response:
Table 2 – Add the bridge detail, width, length, span etc.
The width, length and span length of each alternative was added to Table 2.
Response:
Please verify the cost of roadway paving and subgrade, concrete sidewalk and curb and gutter
for Alternate 4.
The quantities are revised based on the revised layout.
6. Traffic
9. Drawings
a. Comment:
Revise drawings to provide a minimum of 10’ lanes for the temporary condition.
a. Comment:
Response:
Drawings were revised to provide 10’ min. temporary lanes.
Response:
b. Comment:
Cliff Essig and Mike Foley prefer 12’ lanes for the permanent condition. The Typical Section
has been revised to two 12’ outside lanes and two 11’ inside lanes (46’) on the bridge with two
2’ shoulders for a total curb to curb width of 50’.
b. Comment:
Response:
Response:
An analysis of the temporary signal phasing will need to be performed. It is assumed WVDOT
Traffic Engineering will be performing this analysis.
Response:
Response:
Response:
e. Comment:
Response:
On sheet E19, show the upstream bridge barrier as a straight line without a kink.
The upstream bridge barrier was changed to a straight line.
On sheet E31, add a short vertical sag curve going from the 2% to the 4% near the intersection
with US 119.
A vertical sag curve was added at this location near US 119.
Results of the analysis have not been provided to B&N to date.
d. Comment:
d. Comment:
The drawings were re-organized by alternative and number.
The drawings were revised to show two 11-foot lanes and two 12-foot lanes.
c. Comment:
c. Comment:
The drawings are hard to follow. Group the drawings by alternative and renumber.
The turning radius onto the bridge from US 119 will be tight in the temporary condition. Verify
that it can be accomplished.
The turning radius from US 119 on to the bridge was evaluated and a larger radius was
used to accommodate.
Response:
e. Comment:
Please Label the Station for Begin and End project and Begin and End Bridge on all plan sheets.
Stations for Begin & End Project and Begin & End Bridge were added to all plan sheets
Please show all Station Equations at the intersection of two centerlines.
Response:
Station equations were show at intersections of two centerlines
Comment:
Please label all curves and show curve data.
Response:
Curve data was added to all plan sheets.
g. Comment:
Please label the temporary detour bridges.
Add discussion that an incentive/disincentive clause will be used for Alternative 4.
An incentive/disincentive clause was mentioned in the write-up.
f.
7. Bridge Aesthetics and Lighting
a. Comment:
Response:
Cliff Essig likes the idea of staining the concrete in the form lined areas.
The form lined concrete will be stained.
h. Comment:
8. Cost (Appendix C)
a. Comment:
Response:
Response:
For Alternative 1A, has the cost of the rehabilitation of the existing structure been added.
Response:
The temporary detour bridges were labeled.
Sheet E24, At Begin project location, the existing and proposed profile should match.
The existing and proposed profiles were changed to match.
Yes, the cost was included.
Page 5 of 7
Page 6 of 7
10. Alternates
a. Comment:
Response:
b. Comment:
Response:
c. Comment:
Response:
d. Comment:
Response:
Alternate 2 – Please make the detour upstream on Alternate 2.
Revised: Alt. 2A has downstream detour and Alt. 2B has upstream detour.
Alternate 3 – Please add a left turn lane from US 119 onto the new Williams Drive Extension
Bridge. Please show the storage lane and taper stripe for the left turn.
Striping was added to the traffic control sheet to show the left turn lane.
Under Section 3.12 “Other Considerations” add a paragraph regarding looking at the one lane
temporary detour behind the save-a-lot (location of old truss bridge), and dismiss this option for
temporary traffic control because of narrow lanes and impacts to save a lot and the lumber
facility.
A discussion was added regarding the 1-lane detour behind Save-A-Lot
Alternate 4 – Under the temporary conditions Phase I, an additional lane will be required where
the detour meets with US Route 33.
An additional lane was added to all alternatives that use an upstream temporary detour.
Page 7 of 7
Response:
WEST VIRGINIA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
RUBY BRADLEY FIELD REVIEW
DESIGN STUDY OFFICE REVIEW MEETING
The geotechnical overview has been reworked.
3. Comments from Dave Cramer, CD (Director of Economic Development) provided via red marks.
a. Comment:
Response:
Various red marks were provided on the word usage, punctuation, etc. Return set with final
submission.
The markup set will be returned with the final submission. Various marks were corrected.
COMMENTS AND RESPONSES
b. Comment:
On page 1, is the bridge on the national register for historic structures?
The bridge is eligible for registration. Discussion was added to page 1.
Review Date:
February 12, 2015
Response:
Project Number:
Federal Project No.:
U334-33-12.76 00
STP-0033(243) D
c. Comment:
Response:
Description of Project:
Colonel Ruby Bradley Bridge Design Study
Spencer, West Virginia
d. Comment:
Participants:
Response:
Rubina Tabassum, DDR
Cliff Essig, D3 (Bridge)
Joe Carte, DDI (Geotech)
Brad Fallecker, DDR
WVDOT:
Consultant:
Burgess & Niple
Matt Lewellyn
Steph Chevalier
1. Utilities and Right-of-way
a. Comment:
Response:
e. Comment:
f.
All verifications have been received.
Joe Carte provided an example geotechnical overview from another project. B&N to rework the
overview to include available information from WVGS and WVDEP (TAGIS) webpages
concerning coal bed mapping, mining permits, oil and gas wells. Reference a geological map of
the state. The goal should be to avert any potential issues prior to the span arrangement with
slips, mining, and oil/gas wells.
Page 1 of 5
The green line shows a potential detour option. A note was added to the location map.
On page 3, add last bullet under environmental overview, “Environmental Justice/Title VI
Community Review. Roane County is considered a distressed county by the Appalachian
Regional Commission (ARC). “
Comment:
On page 3, under No Build Option, address what the eventual failure would be in respect to –
operations, congestion, etc?
Response:
Discussion was added regarding failure.
Response:
h. Comment:
i.
On page 1, what is the green, dashed line on the map? Can we use a map that identifies Spring
Creek?
The above bullet point was added to page 3.
2. Geotechnical Overview
a. Comment:
The current ADT of 10,300 was added in the discussion on page 1.
Response:
g. Comment:
Brad Fallecker commented that if we are waiting on any utilities to provide verification to let
him know and he would follow up. B&N thought all verifications were received, but will verify
and revise comment on sheet 5 as needed.
On page 1, what is the current ADT?
On page 3, under Alternative 1A, address why particular care would be needed during
demolition of the deck. Is it for contaminated debris falling into the stream, protecting the
beams, etc.?
Discussion was added describing why care would need to be taken when removing the deck.
On page 4, under Alternative 1A, any estimate of the significant ongoing maintenance costs?
This was discussed at the meeting and how an estimate of maintenance costs is beyond the scope
of this study. Ruby Tabassum will check to see if any maintenance/life cycle costs should be
included.
Response:
Maintenance and life cycle costs will not be included.
Comment:
On page 6, under Bicycle Facilities, are bicycle facilities needed? If not, why? This was
discussed at the meeting. B&N will revise this section to state that although dedicated bicycle
lanes have not been included, the bicycles are accommodated within the proposed typical
Page 2 of 5
section by using wider 12 foot lanes and two foot shoulders. B&N to verify statement complies
with AASHTO Guide Specs and DDs.
Response:
Section revised to discuss how bicycles will be accommodated.
Response:
7. Temporary Traffic Control
a. Comment:
4. Project Description and Purpose
a. Comment:
In the 3rd paragraph, add “The bridge was originally designed for two-lanes of traffic and was
converted to three-lanes in the 2000’s.” In the 4th paragraph, replace “truck” with “vehicular” as
the detour really is not practical for either.
Response:
b. Comment:
Response:
The above revisions were made.
The above revisions were made.
B&N will perform a Synchro model of the temporary condition to confirm the LOS is
acceptable to WVDOT. Include results in final study report.
The results of the analysis are included in the report.
Add, “The turning radius during the construction of Alternative 1B will be an issue for trucks
coming from US 119. The proposed structure would need to be flared to accommodate this
increasing the cost of the alternative.”
5. Design Criteria
Response:
a. Comment:
The above sentence was added.
nd
In the 2 paragraph, replace two 11’ “turning” lanes with “inside” lane. They may be through
lanes in some cases.
8. Bridge Aesthetics and Lighting
Response:
“Turning lanes” was changed to “inside lanes”.
a. Comment:
Cliff Essig commented that aluminum light posts and railing should be considered.
6. Alternatives
Response:
a. Comment:
Response:
Alternate 1A – Add discussion that 1A using the three 10’ lane configurations. Add discussion
that it does not meet the “purpose and need” of the project.
Discussion was added about lane configuration and about not meeting the purpose and need.
9. Conclusions
a. Comment:
Response:
b. Comment:
c. Comment:
So noted
Alternative 4 – Should we be included the cost of the incentive in the cost estimate? Ruby
Tabassum will check with Steve Jarrell about the cost used on the Bassinette Bridge.
Response:
Response:
4th bullet point, appears use of 2A and 2B are reversed.
Yes, it was reversed. The order was revised.
Alternative 1B – Cliff Essig mentioned that if a closure pour is used, he would prefer for the
longitudinal construction joints to located overtop of the girders – a beam-to-beam closure pour.
b. Comment:
Response:
Discussion of aluminum lights and rails was added.
WVDOT will hold another meeting to discuss the preferred alternative and provide further
direction to B&N. Cliff Essig indicated there is a local preference for Alternative 3. He feels the
hydraulic issues of the Williams Drive Extension Bridge should be confirmed prior to making a
selection. Cliff also presented schematics of a few other possible alternatives to accommodate a
new bridge (fly-over bridge and bridge connecting to a roundabout).
A preferred alternative will not be selected at this time.
An incentive cost will not be included.
10. Cost (Appendix C)
d. Comment:
Response:
e. Comment:
Chloride ion sampling and testing was performed by state forces. WVDOT Materials Division
will provide a report to summarize the results. Ruby Tabassum will send the report to B&N.
Reference report in narrative.
The memorandum was referenced in the report.
On sheet 8, under Impact During Construction, Alternative 4, change to “Low, due to shorter
duration”. Under Hydraulic Performance, Alternatives 1B and 4, revise to “Best, Less Impact
from Temporary Structure.”
Page 3 of 5
a. Comment:
Response:
b. Comment:
Response:
For Alternative 4, why is the cost of the sidewalk and curb and gutter so much lower than the
other alternatives?
The cost should be the same as for Alternatives 2A & 2B. Quantities were revised.
Add cost of overlaying the entire length (full-width) of Williams Drive to Alternative 3.
The cost of full-length full-width overlay on Williams Drive was added to the cost estimate.
Page 4 of 5
11. Drawings
a. Comment:
Response:
b. Comment:
Response:
c. Comment:
Response:
d. Comment:
Response:
e. Comment:
Response:
On sheet E12 and E13, the station equation does not match the stationing shown. Check this on
all plan sheets, all alternatives.
The stations were checked and revised if needed.
All profile sheets: provide the existing elevations on the same interval as the proposed
elevations.
Updated to show existing elevations on the same interval as the proposed elevations.
On sheet E15, end project label does not match the station location it points to. Check all.
Sheet E15 was updated. Other sheets checked for same error.
On sheet E16, the grid station labels do not match plan sheet labels on sheet E12. Check all.
All sheets checked and revised if needed.
Check all plan sheets for spelling of “Goff Run”, not “Golf”.
All sheets were checked for spelling and revised if needed.
Page 5 of 5