06-031.00 CH2M Hill: Barker Rd Bridge ReplacementWashington State
Department of Transportation
Supplemental Agreement
p P 9
Organization and Address
c142M HILL, tic.
Number 2
9 South Washington, Suite 400
Spokane, OVA 99201 -3709
Original Agreement Number
LA -5724 (Local Agency Proj. #04 -003)
Phone: (509) 747 -2000
Project Number
Execution Date
Completion Date
Federal Aid Number BRM 4123(004)
4/1/2007
Project Title
New Maximum Amount Payable
Barker Road Bridge Replacement
$ 896,101.00
Description of Work
Engineering Services for Barker Road Bridge Replacement project. 1-his Supplemental Agreement expands the
previous scope of services to include final design (PS &E), environmental documentation and permitting,
right -of -way acquisition services, public involvement, and bidding phase services.
The Local Agency of
City of Spokane Valley, WA
desires to supplement the agreement entered into with CH2M HILL, Inc.
and executed on 7/12/2005 and identified as Agreement No. LA -5724 LA Proj. 04 -003
All provisions in the basic agreement remain in effect except as expressly modified by this supplement.
The changes to the agreement are described as follows:
Section 1, SCOPE OF WORK; is hereby changed to read:
The Score of Work is amended to include the services described in Fxhibit 112_ attached hereto.
Section IV, TIME FOR BEGINNING AND COMPLETION, is amended to change the number of calendar days for
completion of the work to read: The completion date is changed to April 1.2007.
Section V, PAYMENT, shall be amended as follows:
C'onsultant's overhead rate shall he revised to 159.21 %, for the work added by this Supplemental Agreement_ The
total authorized amount for Supp. 2 is 5691.267_ excluding the City Conlingency.qrnount-
as set forth in the attached Exhibit A, and by this reference made a part of this supplement.
If you concur with this supplement and agree to the changes as stated above, please sign in the appropriate spaces
below and return to this office for final action.
By: See Supplemental Signature Page
Consultant Signature
DOT Form 140 -063 EF
Revised 912005
.� u a 11TM
Approving Authority Signature
Date
C06 -31.
Supplemental Signature
ConsultanVAddress/Telep hone
CH2M HILL, Inc.
Page for
9 South Washington, Suite 400
Standard Consultant
Spokane, WA 99201 -3709
Agreement
(509) 747 -2000
Agreement Number
Project Title And Work Description
LA -5724 (Local Agency Proj. #04 -003)
Barker Road Bridge Replacement Project
Supplemental Agreement No. 2
Federal Aid Number
131W 4123(004)
Local Agency
City of Spokane Valley
THIS AGREEMENT, made and entered into this day of
between the Local Agency of City of Spokane Vey Wash ingto , hereinafter called the
"AGENCY", and the above organization hereinafter called the "CONSULTANT'.
In witness whereof, the parties hereto have executed this AGREEMENT as of the day and year first
above written.
CONSULTANT
Consultant CH21M HILL, Inc.
By
Consultant
DOT Form 140089 EF Appendix 31.910
Revised 8x05
LOCALAGENCY
By
Agency City of Spokane Valley
By
Agency
By
Agency
By
Agency
Local Programs
DOCUMENTS EXEMPT FROM PUBLIC DISCLOSURE
The page entitled "Exhibit A / Barker Road Bridge Final Design" contains confidential cost and
rate data and is withheld from public disclosure pursuant to 23 USC 112(2)(F).
Prenotification; confidentiality of data. A recipient of funds requesting or using the cost
and rate data shall notify any affected firm before such request or use. Such data shall be
confidential and shall not be accessible or provided, in whole or in part, to another firm or to any
government agency which is not part of the group of agencies sharing cost data under this
paragraph, except by written permission of the audited firm. If prohibited by law, such cost and
rate data shall not be disclosed under any circumstances.
You may petition for a review of our findings pertaining to any redacted or withheld documents
pursuant to Spokane Valley Municipal Code (SVMC) 2.75.080; and obtain judicial review
pursuant to RCW 42.56.550.
EXHIBIT B2
Scope of Work for the Barker Road Bridge
Replacement Project - Final Design,
City of Spokane Valley, Washington
FHWA Project No. BRM 4123(004)
April, 2006
1.0 Introduction
'rhe purpose of this scope of work is to establish the specific scope of Cl12M H-LUs
professional engineering services and compensation for final design and preparation of
Glans, Specifications, and Cost Estimates (PSS:E) for the Barker Road Bridge Replacement
project. The work to be performed is based on the recommended alternative described in
the Barker Road Bridge Replacement Project TS &L Report prepared by CH2M HILL dated
November 2005.
The City of Spokane Valley (Spokane Valley) may make or approve changes within the
general scope of this agreement. If such changes affect CH2M HILL's cost of, or time
required for, performance of the services, an equitable adjustment will be made through an
amendment to this agreement. CH2M FULL will notify Spokane Valley in writing of the
occurrence of a change and an estimate of the cost impact. Spokane Valley will provide
written approval of change. A 10 percent contingency fund has been established for minor
changes to the Scope of Work. Use of the contingency fund requires written authorization
From Spokane Valley.
Spokane Valley reserves the right to expand the scope of CH2M HfLL's work on this project
to include construction inspection and construction management engineering services.
These additional services are not included in this Scope of Work but may be added to the
agreement at a later date by written amendment.
2.0 Purpose
The purpose of this scope of work is to perform detailed design, contract document
preparation, right -of -way acquisition, and environmental permitting services to enable
bidding and construction of the Barker Road Bridge Replacement Project. The goal of the
project is to replace the existing 2 -lane bridge structure with a wider 4 -lane bridge structure,
that also includes sidewalks and bicycle lanes.
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3.0 Scope of Work
CH2M HILL will perform final design services and provide project documentation in
accordance with:
• Spokane County Standards for (toad and Sewer Construction
• Washington Department of Transportation Local Agency Guidelines
• Washington Department of Transportation Bridge Design Manual
This scope of work includes the following main tasks:
Task 1:
Surveying and Mapping
Task 2:
Environmental Documentation and Permits
Task 3:
Geotechnical Services
Task 4:
River Hydraulics
Task 5:
Roadway, Drainage, and Utilities
Task 6:
Bridges and Structures
Task 7:
Right -of -Way Coordination and Plan
Task 8:
Public Involvement Coordination
Task 9:
Aesthetics and Centennial Trail Connections
Task 10.
Bidding Assistance
Task 11:
Project Management
CH2M HILL will provide the following specific services:
Task 1: Surveying and Mapping
1.1 Surveying
This task involves establishing survey control and performing field surveying in support of
the base mapping for final design of the project. Surveying flasks are as follows:
• Research and compile existing surveying records.
• Identify and locate property corners along right -of -way of project construction area.
Verification of every monument will not be performed unless required by this project
for determination of right -of. -way or drainage parcel acquisition.
• . Identify and locate plat, centerline, or section corner monuments to be potentially
destroyed by proposed project construction. Preparation of monument removal permit
forms is not included in this scope of work_
• Perform a level survey to correlate the elevation of the nearest USGS Spokane River
gauging station with the project vertical datum (NAVD88).
• Provide Spokane River hydrographic cross- sections as follows:
1. Establish control points at each end of sections beyond ordinary high -water mark
(QHIAIM).
2. Survey river cross - sections from top of riverbank to top of riverbank at the following
locations:
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— Three bridge lengths upstream
— One bridge length upstream
Upstream face of bridge
Downstream face of bridge
—
Three bridge lengths downstream
Five bridge lengths downstream
3. Cross - sections will include water surface elevation with a record of the date and
time of the survey.
4. iblapping of cross - sections will be provided in typical format as stated below.
Project horizontal datum will be surface coordinates on assumed datum. The assumed
horizontal datum will be referenced to the Washington State Plane Coordinate System.
Vertical datum will be NAVD88.
1.2 Mapping
• Provide topographic mapping data to obtain 1 -foot contour intervals.
1. Supplement existing topographic mapping to include the area extending from 100
feet north of the existing bridge to 400 feet north of the existing bridge and up to 60
feet on each side of roadway centerline.
2. Provide topographic mapping of parking lot and trail head at south end of. bridge.
3. Provide mapping in AutoCAD LDD2i (or later version) format.
a) lZeduce and draft right -of -way and contour topographic maps
b) 1Zeproducible copies will be the final product.
c) Digital AutoCAD files, including all point and TILT files, will be provided to
Spokane Valley
• Prepare and provide monument reference drawings at an appropriate scale.
Deliverables: Base mappin& including all point and TIN files, in AutoCAD format and
monument reference drawings.
Task 2: Environmental Documentation and Permits
Permitting Background
Spokane Valley is proposing the replacement of Barker Road Bridge with a new federally
funded bridge. The permitting for this project will be conducted in two phases:
Phase I:
1. Joint Aquatic Resources Permit Applications ( JARPA), which focus on water resource
issues
a) DARPA for geotechnical drilling (borings) that are planned within the river. [Other
geotechnical borings that are drilled outside of the ordinary high water mark
(OHWN� will not require a JARPAJ
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Phase I JARPA geotechnical permitting work will be focused on obtaining permits or
approvals necessary to perform geotechnical field investigations within the Spokane River.
It is assumed that only a Hydraulic Project Approval will be required.
Phase II:
1. Joint Aquatic Resources Permit Applications ( JARPA), which focus on water resource
issues for the Barker Road Bridge replacement
• Hydraulic Project Approval (HPA)
• Section 401 Water Quality Certification
• Section 404 permit
• Shorelines Permit
• Floodplain Development Pennit and Critical Areas Ordinance Compliance
• .Aquatic Resources Use Authorization Notification (if water is designated as
navigable)
2. Specific Environmental Studies
Specific environmental studies that usually take a long period of time to obtain approvals
will begin immediately for Phase II permitting. These studies will support the
programmatic NEPA environmental assessment and will be performed as part of the Local
Agency Environmental Classification Summary (ECS) to support a Documented Categorical
Exclusion (DCE).
• Cultural Resources Survey
• Section 4(f)
• Biological survey
General Assumptions
1. Public involvement with any other stakeholder groups, agencies, organizations or
businesses is assumed to be limited to participation in the fonnal public meetings
mandated as part of the permitting process.
2. Only a programmatic NEPA environmental assessment, performed as part of the Local
Agency Environmental Classification Summary and .resulting in a Documented
Categorical Exclusion (DCE), will be required to address environmental compliance
issues for both NEPA and SEPA. Therefore, a SEPA checklist or Environmental Impact
Statement (EIS) are not included in this scope of work.
3. Spokane Valley will lead consultations with the tribes and other state and federal
governmental agencies. if the tribes become involved during the cultural resources field
survey or require reimbursement for services, reimbursement of tribal services are not
included in this scope of work and will be paid directly by Spokane Valley.
4. Application of Critical Areas Ordinance will be brief. This will include discussions on
the aquifer, geological hazardous areas, habitat management, and wetlands. There will
not be any need for any special study, analysis, or report.
5. Hydraulic modeling and analysis will be performed under ,cask 4 - River Hydraulics,
which will provide documentation required for a Floodplain Development Permit
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(addresses potential for rise in river elevation by more than a tenth of a foot during a
100 -year flood event).
6. The following environmental fieldwork and /or studies will not be included in Phase I:
• Wetlands delineation or a wetlands mitigation plan
• Biological Assessment (BA)
• Hazardous materials or problem wastes
• Stormwater pollution prevention plan
• There are no resource lands, wild and scenic rivers, or tribal lands that will need to
be considered as a part of the project. Also, there will be no environmental justice
issues to be addressed.
7. The Section 4(f) evaluation will not need to address Section 6(f) properties.
S. Environmental justice impacts are not significant and this environmental review will
not require a special study or evaluation.
9. It is assumed that Phase I and Phase H will begin by March, 2006 and Phase I will be
completed within 2 months. The target deadline for Phase If permitting is to obtain
permits by the spring of 2007. Delays resulting from regulatory agency actions could
extend the completion date. If this occurs, it will be addressed with a modification to the
agreement.
Permitting Task Descriptions
2.1 Preliminary Application Meeting and Agency Coordination
Coordinate and conduct an informational meeting with each of the following agencies
(assume that all will participate in a joint meeting):
• Washington State Fish & Wildlife - Hydraulics Project Approval
• Washington State Department of Ecology - Water Quality Certification (Section 401
Permit) Shorelines, wetlands
• U.S. Corps of Engineers (USCOE) - Section 404 Permit (wetlands)
• City of Spokane Valley - Shorelines Permit
• Floodplain Management Permit - City of Spokane Valley /Spokane County
• Aquatic Resources Use Authorization Notification - DNR
In addition, the Federal Highway Administration (FHtiATA) and the Washington State
Department of Transportation OAISDOT) will be invited to attend this permitting meeting.
The project description and background information will be provided to assist these
agencies who review JARPA submittals. Any permitting difficulties will be discussed. All
agencies will be invited to participate at the same meeting and if that arrangement cannot
be coordinated, then individual discussions will take place with those agencies that are not
represented at the meeting. This task includes a project site visit.
Deliverable. Minutes of the hreiintinanj Application meeting.
2.2 JARPA Permits
Cl-12M HILL will prepare two JARPA forms for the following activities:
SPY49ARKER ROAD BRIDGE FWAL DESIGN SW 04 32DO8.DOC 5 OF 26 1882 'D1'BR
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1. Geotechnical work that will be performed in the river channel
2. Barker Road Bridge Replacement
2.2.1 Geotechnical Work JARPA
The bridge geotechnical work JARPA will be prepared after preliminary design information
is available so that specific data needs can be provided (for example, volume of fill and
volume of excavated materials if any, location of the bridge, area that is taken up by the
bridge). Therefore, this task will not begin until the type, size and location of the bridge has
been determined.
The bridge geotechnical investigations will focus on the borings that will be located within
the Spokane River channel below the OHWM. Information that will need to be provided are
number of borings, type of drilling, volume of materials to be retrieved from excavation,
volume of any fills that might occur, location of drilling rig, method of collecting samples,
and how spill controls will be managed. The drawings that are submitted with the JAfzf'A
form will be schematic because design of the actual bridge will not yet be available when
the geotechnical investigation JARPA is submitted.
2.2.2 Barker Road Bridge Replacement JARPA
The Barker Road Bridge Replacement JARPA will include the following discussion:
• Project history
• Project schedule
• Construction methods and demolition activities that will prevent debris from falling
into the river
• Summary of fills and excavations
• Ordinary high -water mark
• Shoreline - activities within 200 -foot shoreline boundary
• Wetlands
As part of the JARPA submittals, drawings will be prepared for both the geotechnical
investigations and for the Barker Road Bridge Replacement to accompany the JARPA
forms. Each JARPA form will include the following:
Vicinity map
Plan view of bridge
Sectional or cross - section view of bridge
Furthermore, the Critical Areas Ordinance will be reviewed, research will be conducted and
information summarized for the sole source aquifer, geological hazardous areas, habitat
management, and wetlands.
In each case, a draft JARPA will be submitted to Spokane Valley for review and revised
accordingly. In each case, a final JARPA will be submitted to the appropriate agencies.
Also, CI-12M FULL will be coordinating with the JARPA agencies in respect to permit
requirements and providing information to the agencies as needed so that permits can be
issued in a timely manner.
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2.2.3 Shoreline Permitting Coordination and Meetings
As part of the JARPA permitting, CH2M HILL will coordinate shorelines permitting, which
includes preparation for and participation in a shorelines public informational meeting and
a public hearing.
Deliverables: Draft and final JARPA, including three drawings for both the geotechnical
investigation and for the Barker Road Bridge Replacement (six drawings total). Also,
preparation and participation at public infonnational meeting and public hearing.
Task 2.3: Local Agency Environmental Classification Summary (ECS)
To obtain a Documented Categorical Exclusion (DCE) under NTEPA, CI-12M HILL will
prepare and submit to the City a Local Agency Environmental Classification Summary
(ECS)_ 7'he ECS will reference existing and new reports (prepared by CH2iM HILL as
necessary) that will be attached to the ECS to document compliance with environmental
issues.
In addition, an Environmental Checklist will be prepared to satisfy SEPA. SEPA must be
satisfied before regulatory agencies will issue permits for shorelines, a hydraulic project
approval and other state permits or approvals.
Deliverables: A draft and final Environmental Checklist. Certain environmental elements
will require project specific analyses and those findings will be attached to the ECS as
described in the following subtasks.
2.3.1 Section 4(f) Evaluation
This task will include a meeting early on, which will involve CH21M HILL, Spokane Valley,
FHWA, and WSDOT, to discuss Section 4(f) evaluation issues. In addition, there will be one
meeting involving 0= 12M.H_I'Llr, Spokane Valley staff, the Washington State Parks and
Recreation, who manage the trail head property near the Spokane River, and interested
river users groups to discuss the design features and alternatives analysis for the project.
CH2AM HILL will prepare the Section 4(f) evaluation, which A-vill address anticipated
impacts to recreational and park lands, wildlife and waterfowl refuges, and historic sites,
relevant to the Barker Road Bridge Replacement project. As part of this analysis, the
parkland boundaries will be identified. A determination will be made of the parkland
acreage that would be converted to other than parkland use, and that acreage that might be
acquired to mitigate loss of parkland use. A Section 4(f) evaluation includes the following
sections in the document:
• Section 1: Project Description
• Section 2: Section 4(f) Park Resources
• Section 3: 4(f) Historic Resources (expected to find few to no historical resources)
• Section 4: Potential effects to 4(f) properties
• Section 5: Project Alternatives and 4(f) avoidance
• Section 6: Measures to Minimize Harm
• Section 7: Summary Comparison of Impacts and Measures to Minimize Harm
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• Section 8_ Coordination
• Section 9: Conclusion
Deliverables: Draft and final of Section 4(fj eoahia.tion that are relevant to the Barker
Road Bridge Replacement project. Also, reeving minates, as necessary.
2.3.2 Biological Assessment
It is assumed that the only biological concern might be the presence of eagle or osprey nests
near the river corridor. A search for nests and preliminary discussions with the Washington
State Fish & Wildlife Department (WSF&W) will be done to determine whether or not there
are any nests within a quarter -mile of the project site. If these are nests, a plan for species
protection during the nesting season would be made with WSF&.W and preparation of that
plan would be outside of this scope of work- CH2M HII,1, will obtain updated species
listings for plank acid animals from the U.S. Fish & Wildlife Service and W F&W- If
additional specic.5 of concern are identified, an expanded biological survey would need to
be conducted to determine their presence within the project site, and this will require a
scope of work and fee adjustment by written amendment to the ageernm'it between
F(2M ffILL and Spokane Va lle -
Deliverables: A biological resources swinnanj iv a techvicaI memorandum.
2.3.3 Floodplain Development Permit
A Hydraulic Report will be developed under a different tasi< (Task 4 - River H7 diaulics). This
report will provide doe Limentation needed to obtain a Floodplain Development Permit from
the City of Spok ane Valley after Spokane .County has approved the report. The report v611
.address any potential for a rise in river elevation by more than a tenth of a foot during a
100 -year flood event.
Deliverables: Submit a letter to Spokane Co' un ty surr marizing tha Hydraulic Report,
which wi11 be attached to the letter.
Z3.4 uffura; Resources
CH2M HILL will perform the following cultural resources activities;
• Assist Spokane Valley with strategic planning and preparation related to the
following tasks-
[Write a letter fox WSDOT that requests initiation of the consultation process with the
tribes
* Create a map showing the Area of Potential Effect (APE)
• Prepare the "Initiation of Consultation" WSDOT form and submit to WSDOT who
forwards to FHWA for review before mailing out to the tribes. This initiates Section
consultation with the tribes.
•_ Visit the Office of Archaeology and Hiaoric Preservation (Olympia, Washington) to
conduct a new site records search for the current project area.
Conduct remedial archaeological field survey of project area. The field survey will
be coordinated with and conducted with n representative of a local Tribe- (If
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archaeological resources are discovered, they will be recorded on Inventory Forms
with the SHPO and Spokane THPO and evaluated for National Register of Historic
Places eligibility. Such discovery and related work will require a scope of work and
fee adjustment by Written amendment to the agreement between CH21N4 HILL and
Spokane Valley.)
Verify current status of historic properties contained within the current project area.
If historical buildings or structures are found, they may need to be recorded and
documented on inventory Forms, evaluated for National Register of Historic Places
eligibility [NRI IP- eligible historic properties become Section 4(f) properties]. Such
effort, if needed, will require a scope of work and fee adjustment by written
amendment to the agreement between CH2M HILL and Spokane Valley.
Review the Draft Section 4(f) Evaluation prepared Linder Task 2.31 and suggest
revisions, as appropriate, based on the results of the field verification, so that
.historical information in the Section 4(f) Evaluation is consistent with the historical
information in the cultural resources report.
• Assist Spokane Valley with tribal coordination and communication, including
organizing and conducting one meeting with the Tribes to explain the project,
discuss the Section 106 process, and solicit their input.
• Prepare a draft and final Cultural Resources report.
_Deliverables: Draft letters to assist the City in its preparation of letters to WSDOT,
minutes of meetings as necessary, and a draft and final Cultural. Resources Report.
Task 2.3.5: Noise Analysis
Because of the potential noise impact to the recreational area adjacent to and beneath the
- °Barker Road Bridge, which is managed by Washington State Parks & Recreation, a noise
analysis will be prepared that will analyze noise impacts resulting from the additional lane
of traffic on the bridge. Activities included in this task are:
Identification of Noise Modeling Locations. Review existing materials and documentation
associated with the project area to identify noise - sensitive locations throughout the
project area. A site visit will be performed to confirm noise- sensitive locations.
Establish Existing Conditions. Both the FHWA and WSDOT have established impact
criteria that includes an evaluation of projected increases over existing noise levels.
If the predicted noise level increase exceeds a specified threshold, mitigation must
be considered and analyzed. Typically, short -term (20- minute) noise measurements
and concurrent traffic counts are collected at multiple locations along the existing or
proposed alignment during peak traffic noise conditions/ traffic volumes.
Noise Modeling. CI-12M DILL will model existing and proposed bridge scenarios
within the project area. The model will be based on project design information
provided by the City. There N-vill not be any modeling of roadways beyond the
recreational /park area.
'Me budget and scope assumes that City staff will provide the following information:
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• AutoCad files needed for producing graphics and for identifying modeling locations
and calculating the number of impacted receptors. Recent aerial photography of the
project area, if available.
• AutoCad files containing profiles, grades, elevation,:,, toe of slope, right -of -way lines,
and other engineering data needed to develop the noise model input data.
All of the traffic data needed for assessment of existing and future noise exposure and
prediction (e.g., Existing and Future Build). Traffic data shall be tabulated in terms of
AM and PM Peak Hourly Volume and Peak Truck Hour, specifying direction, vehicular
mix (autos, medium trucks, and heavy trucks) and speed.
Noise Mitigation. Cl-I2M HILL will suggest potential mitigation measures for the
Future Build scenarios at locations where WS170'r noise abatement criteria or other
specified City criteria are exceeded.
Deliverables:
Draft Report - Prepare a draft noise analysis report for review and comment.
Final Report - Address agency and Cifij comments and prepare the final noise
report.
ECS - Summarize Noise Report in the ECS.
Task 2.3.6 Visual Quality Assessment and Report
CH2M HILL will prepare an assessment of the impacts to visual quality related to the
construction of a wider Barker Road bridge from adjacent residential and recreational
(park) areas. Photos will be taken from two (2) to three (3) view points showing the existing
bridge, and a simulation of each viewpoint showing the proposed bridge will be provided
to present the physical features of the site in a way that will show how the bridge will
appear relative to its surroundings.
CH2M H.i1..1., will:
• Obtain visual resource assessment data for the bridge.
• Assess visual impacts for the replacement bridge.
• Recommend mitigation measures to reduce visual impacts.
• Prepare photographic simulations from up to 3 key viewpoints (to be determined later).
• Prepare a Visual Quality Analysis Report
Deliverable: A Visual Quality Analysis Report and a summary on visual quality in the
ECS.
2.3.7 Transportation
Spokane Valley will provide CH2M HILL transportation/ traffic data as explained in the
noise section above and data (traffic volumes, capacity, safety/ accidents) to support the
need for the bridge replacement.
Deliverable: Transportation issues will be addressed in the ECS based on the information
provided by the City.
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2.3.8 Air Quality
Air quality issues will be addressed in the ECS. It is assumed that information will be
provided by the Spokane Valley.
Deliverable: Air quality issues will be addressed in the ECS based on the infonnation
provided by the City.
2.4 Task Management
Task management will include the following:
Participate in 24 team management meetings (twice a month for 12 months).
Monitor and control task budget and report task status to project manager once a
month.
• Conduct QA /QC review of permit submittals
Deliverable: A project status report for each month, to be submitted to the Project
IManager for the project duration of 12 months.
Task 3: Geotechnical Services
This scope of work covers activities through completion of final design.
3.1 Field Explorations and Laboratory Testing
'rhe work will include drilling and inspection of borings, and laboratory testing to produce
information for final geotechnical design of bridge abutment and pier foundations,
retaining wall foundations, and miscellaneous geotechnical design recommendations for
bridge construction.
Assumptions
The subsurface exploration will consist of one rotosonic boring at each of the 2 interior
pier locations. The 2 borings will be drilled through the existing bridge deck and a
temporary casing will be installed from the bridge deck to an elevation approximately 2
feet below the mudline. The drill rig will collect Standard Penetration Test (SPT)
samples at approximately 10 -foot intervals and continuous rotosonic core will be
collected between Srr samples. The borings will extend to a depth 1.20 feet below the
mudline, approximately 3 shaft diameters below the bottom of the deepest shaft as
determined by conceptual design.
• Samples from the borings will be tested in the laboratory for gradation. If more than 10
percent fines are present, additional testing to determine the characteristics of the fines
will be conducted. No chemical analyses are anticipated.
• CH2M HILL, or its authorized subconsultants, will obtain right of entry agreements and
street use permits prior to performing any work. Borings will be staked and calls to
One -Call for utility locates will be made.
• Equipment and labor to drill the borings and patch the bridge upon completion will be
provided by CH 2M HILL's authorized subcontractors. CH2M HILL will be responsible
for vehicular traffic control as needed during drilling operations. CI-aNl HILL will
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prepare and submit an application for a Street Obstruction pen-nit and a traffic control
plan to Spokane Valley for approval.
• No explorations will be made for the express purpose of stormwater pond design.
Instead, percolation test and gradation information from the Barker Road Improvements
project and gradations from borings drilled in the TS &L phase of this project will be
used to estimate design infiltration rates.
The purposes of these test borings will be to establish the geotechnical engineering
properties suitable for final bridge foundation design and to provide what CHIM HALL and
the.ADSC (The International Association of Foundation Drilling) review committee believe
to be the best information about the composition, and especially, fines content of the
subsurface strata. Accurate information about the strata composition will determine the
limitations on equipment used for drilling the shafts.
A geotechnical engineer or engineering geologist will be onsite dtu-ing test borings to:
• Coordinate the program and implement required safety plans
• Visually classify soils according to ASTIM methods
• Record drilling observations, including blow counts daring SPTs on logs
• Collect soil samples for laboratory analysis and classification
The boring logs will include relevant observations made by drilling crews during drilling.
Test borings will be abandoned at the completion of drilling as required by Washington
State law.
Laboratory tests will be conducted on selected soil samples to determine gradation and
possibly Atterberg Limits and gradation of fines. For this scope of work, it is assumed that
the laboratory testing program will consist of the following tests:
• ' Up to 20 sieves
• Up to 4 Atterberg Limits
• Up to 6 hydrometers
This testing program assumes that the soils encountered will be coarse- grained materials
(predominantly sand and gravel).
3.2 Bridge Foundation Recommendations
Bridge abutment and pier foundation support calculations and design recommendations
will be performed under this subtask. The objective of these analyses will be to refine the
depth and diameter of drilled shafts for foundation support This subtask will also include
discussions with members of the ADSC drilled shaft task force to (1) verify that limitations
on construction means and methods are appropriate to safeguard the City's contractual
position with the construction contractor and to meet environmental restrictions, and (2) to
determine if easements, right -of -way, traffic control restrictions, and other long -lead time
items are optimal for efficient construction. Calculations and recommendations developed
from this task will be summarized and presented in the geotechnical design
recommendations Technical Memorandum under Subtask 3.6.
SPKiBARKER ROAD BRIDGE MAL DESIGN SOW 04032D06.DOC 12 OF 26 IBUDI V AR
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Based on work done for the TS&L study, it is assumed that both abutment and pier
foundations will be supported on large diameter drilled shaft foundations.
3.3 Retaining Wall Recommendations
Retaining wall foundation support calculations and design recommendations will be
reexamined under this subtask. The objective of these analyses will be to verify that
appropriate soil design parameters are used in consideration of final design fill geometry
and grade. Calculations and recommendations developed from this task will be
summarized and presented in the geotechnical design recommendations Technical
Memorandum under Subtask 3.6.
Based on discussions with the design team it is assumed that retaining walls (at the
southern abutment) will be MSE walls, similar to existing systems currently in place.
3.4 Miscellaneous Civil Design Support
Geotechnical design recommendations for stormwater pond design, permanent cut and fill
slopes, pipe backfill, and other civil engineering features will be developed. These
recommendations will be presented in the Technical Memorandum under Subtask 3.6.
3.5 Geotechnical Data Report
CH 21M HILL will prepare a geotechnical exploration data report that will summarize the
field exploration and laboratory testing performed for both the TS &L study and this final
design phase for the project. It is separated from the engineering calculations and design
recommendations of subtask 3.6, to facilitate the report being distributed to construction
contractors as part of the bid documents. The data report will present:
A summary of field exploration methods, results, and interpretations, including test
boring logs, descriptions of soil conditions, and water levels encountered during
d rill ing.
• A summary of laboratory testing methods, data, and tabulated results.
3.6 Geotechnical Design Recommendations Technical Memorandum
Geotechnical calculations and conceptual desire recommendations for bridge abutments
and pier foundations will be presented in the conceptual design recommendations technical
memorandum. Retaining wall calculations and geotechnical design and construction
recommendations will be presented. General geotechnical recommendations for civil
design features will be presented. Staging, constructability, and permit issues will also be
identified.
3.7 Geotechnical Assistance with Plan and Specification Preparation
This subtask includes preparation of earthwork- related specifications, assistance with the
drilled shaft specification, review of the drainage and civil details and retaining wall
drawings, and miscellaneous geotechnical support during PS&E preparation.
SMEiAR7CER ROAD BRIDGE FINAL. DESIGN SOW 04M2006.DOC 13 OF 26 18d2Di.OUR
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3.8 Geotechnical QA/QC Review
Quality Assurance/ Quality Control (QA /QC) reviews for the geotechnical engineering
aspects of the project will be performed under this subtask.
Deliverables: Final Geotechnical data report; Final Geotechnical design recommendations
technical meinorandinn.
Task 4: River Hydraulics
CH2M FIlLL will perform the following hydraulic evaluations to support final design for
the Barker Road Bridge Replacement project.
4.1 Data Collection and Site Visit
CH2M HILL will conduct a review of all available information gathered by Spokane Valley
personnel from the data files prior to conducting any other work. This information should
include bridge drawings, aerial photos, topography maps and data from maintenance files.
Review will also include previous hydraulic studies in the vicinity of the project site, as well
as FEMA mapping and Flood Insurance Studies (FIS) for the project area.
CH2M HILL will conduct a site inspection/ investigation. Observations will be recorded for
the following:
• Lateral channel stability- note any signs of stream migration that could affect
stability for piers, bents or abutments, consistent with an FHVVA HEC -20 Level 1
analysis.
• Degradation (headcutting) or aggradation (deposits) in the channel. Document
conditions with color photographs.
• Manning's "n" value for the main channel and overba.nk areas. Document with color
photographs.
• Determine size of existing riprap at abutments and piers; note any riprap failure.
• Determine bed material size by visual inspection as required for values for variables
in scour prediction.
• Note evidence of scour.
• Pier alignment (skewed or normal to flow).
• Hydraulic controls from channel constrictions, dams, etc.
• Apparent or observed highwater marks.
• Evidence of debris.
• Conversations with local residents about flooding. Contact Spokane County or
Spokane Valley maintenance personnel for site history.
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4.2 Hydraulics and Scour Analyses
H2s i'll1 LL will develop Site Hydrology. CJ-12M HILL will use appropriate information,
consistent with 1AISDOT reco mine ndati ons, to develop the 2 -yeas th.rou gb 500 -year flows
for the hydraul is inodel.
CH2M HILL will develop hyd.raul is models, using the Hydrologic Engineering Center -
River Analysis System (H P.0 -I A) computer model and the survey data collected imder
Task I.1- Surveii -n , for existing and proposed bridges. It is assumed that up to three
conditions will be assessed as listed in the first bullet below- `I'Fiis work will include
M Model the "natural conditions" with no bridge or roadway. Model the existing
bridge. Model the proposed bridge,
a Calculate backwater against " naturral conditions" for the existing; and proposed
bridges for floods stated above
-
• if water overtops the roadway /bridge before the 500 =year flood peak, the
overtopping flood and frequency must be determined.
• Coordinate with the roadway designer, bridge designer and the foundation designer
and refine hydraulic model if warranted.
CI-I?M HILL will perform calculations for maximum expected depth of scourfor 1.00 an
500 year conditions consisumt with'FfI OVA HEC -18 methodology, based on results of
hydraulic model, data col lected from the site visit, and subsur f ace geotechnical i.r4forrnation
gathered under Task 3.7 - Field £xpiorntion and Labora tonjTes ting,
7 0-I2M HILL will perforin tractive force analysis consistent with FH A HEC -15
methodology to determine the stability of the proposed abutment fill. If needed, based on
'soil and hydraulic conditions acid proposed foundation type, determine necessary riprap
revetment si7.ing to maintain abutw.eiit fill in place- If revetment is needed, qualitatively
investigate alternative stabilization methods in bydraulic report document.
4.3 Hydraulics Report and No -Rise Certification
.H? J. 1-41 U wiII prepare Draft and Final reports in accordance With. WSDOT gu idelines -
CH-2M DILL will pro +ride support aid documentation necessary to obtain local floodplain
perm;ts, Despond to comments received relative to the hydraulic design during the permit
process- This scope of work assumes that a FWA- format "no- rise" certification for
construction within a regulatory flood way and accompanying documentation is not
applicable.
M-2M HILL will attend and participate in up to three (3) project team meetings; meetings
w ill bc� coordinated and facilitated under othex tasks-
4.4 Hydraulics Quality Assurance /Quality Control
C2Iv.>v Hl ].L will perform a complete Quality Assurance/ Quality Control (CAA f C) check
of the work product f report- Dither a check of the calculations or an independent analysis
will be performed as deemed necessary- Checks wi11 be made of all computer program
SMBARK' R ROAD BRIDGE Fr L DESIGN SiN) 04U' O6.DOC 15 OF 26 13ows.0ty
5YJll9rr 62
input and the accurate use of the results_ Upon completion of the QA/ QC check, the
original designer will incorporate revisions with confirmation.
Deliv era b✓'es: Preliminary and FinaI Hydraulics Report and recommendations for
foundation depths and reve-Iment sizing.
Task : Bridge Approach Roadways and Utilities
This task involves layout of the horizontal Agn.ment and vertical profile transitions for the
roadway at each end of the new bridge and coo rdi.nation of utilities to be installed on the
bridge.
5.1 Data Collection
CH 2M HILL will asseimble and review the data 'to perform the roadway approach design
work elements including-
9 Review project base map and existing right -of -way information.
F Review existing reports, maps, utilities, plans, and other data pertinent to the roadways
and utilities-
0
Meet with Spokane Malley staff to identify special conditions and to discuss
requirements for project- specific design criteria for the interface between the bridge and
adjacent roadway segments_
• Review proposed structure layouts and coordinate with the bridge structure tasks.
5.2 Roadway Plans and Profiles
plan and profile sheets will be prepared. These plans will include horizontal and vertical
a]ign.ment information and plan views of paving lirrdts; limits of curb, gutter, and sidewalk;
bicycle paths; locations of driveways; cut f fill limits; stormwater infiltration ponds; bridge
approach guard rails and other elements of roadway constnzction. Plan sheets vv ill show
structure notes.
Specific constraints related to right of way, the environment and constructability will be
identified and alignments adjusted to avoid or minimize the affects of those constraints_
Encroachments and impacts to private property caused by roadway widening, slope
grading, and /or utility relocations will be defined.
5.3 Typical Sections Development
Roadway sections will be developed for Barker load_ roadway section thicknesses
developed For the Barker Road improvement project will be used for the approach
roadways.
5.4 Drainage Design Plans
Drainage plan sheets depicting proposed storm drain systurn components including pipes,
manholes, and catch basins and j.alets will be pxepaxed_ Separate detail sheets will show
non - standard drainage construction details as well as drainage profiles_ Orai.nage design
will be performed in accordance with the pending City of Spokane Valley stormwater
SPK WZKER ROAD RRMGE ZNAL NEW[? SOW NOJZUOEDb 16 OF 26 =51.01.BR
i EXHIBIT 62
ordinance. It is assumed that preparation and submittal of Temporary Erosion and
Sedimentation Control plans will be included in the contractor's contracted responsibilities.
5.5 Roadway Details
Prepare detail sheets identifying miscellaneous details not covered by standard plans,
including temporary traffic sequencing plans and a vicinity plan showing proposed
construction detour routes and signing.
5.6 Signing and Striping Plans
Signing and striping plans will be prepared. These plans will delineate the locations of all
pavement markings including lane lines, crosswalks, turn arrows, and stop bars. These
plans also will show the locations and sizes of required signing indicating the type and
location of individual signs. Signing and striping will be designed in accordance with the
Manual of Uniform Traffic Control Device (MUTCD) and standards adopted by Spokane
Valley.
5.7 Specifications
CH2M HILL will prepare specifications using the 2006 edition of the WSDOT Standard
Specifications for Road, Bridge, and Municipal Construction and WSDOT Special
Provisions. Standard plans will be identified and assembled for inclusion in the contract
documents. Modifications to the standards will be made with amendments and special
provisions. It is assumed that construction surveying will be included in the contractor's
contracted responsibilities.
5.8 Summary of Quantities and Opinion of Cost
Develop detailed quantities for the roadway elements and incorporate into the project bid
documents. Develop a detailed cost opinion for the roadway elements of the project at the
60`x, 90%, and 100% levels of completion.
Deliverables: Roadway .Plans, Specifications and Estimates at the 60 %, 9001o, and 100%
levels of completion.
5.9 Utility Coordination
CH2AN4 RfLL will contact the utility companies via letter and request field locations for
underground utilities so that the field surveys can accurately locate the utilities.
Above - ground utility information also will be collected by field surveys. All available
utility information will be compiled on preliminary roadway plans. CH.2M .HII_l., will
circulate preliminary plans to affected utilities and request their relocation plans.
CId2M HJLL will coordinate the design of Barker Road Bridge with the Spokane County
Utilities department to ensure that proposed sewer system improvements are coordinated
with the Barker Road Bridge replacement.
CH2AN4 HILL will coordinate with Consolidated Irrigation District to ensure that proposed
water system improvements are coordinated with the Barker Road Bridge replacement.
Deliverable: Preliminary roadway plans circulated to affected utility companies
SIMARXER ROAD OWGE FIRAL DESW SOV104032006.DOC 17 OF 26 16=1.01.BR
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5.10 QAUQC Review
Perform { iality Assurance/ Quality Control (QA f C) re views for the Barker Road Bridge
approach roadways and utilities. Perform a plans check on the 90% design_ Rev iew
specifications, quantities, bid schedule, and cost est4-nates at the 90% level of completion._
17ocument review comments and acceptable resolution in the project file.
5.11 Drawing List
Anticipated drawings reyu ired to detail the general, roadw ay, and drainage elements of the
project are s how n below_
General Drawings
-1
Title Sheet
-2
General Notes aj}dl Abbreviations
-3
Summary of Quantities (x of 2)
G4
Surnma.ry of Quantities (2 of 2)
Roadway Drawings
R -1 Typical Roadway Sections
R-2 Roadway Plan and Profile (1 of 3)
R -B roadway Plan and Profile (2 of 3)
Roadway flan and Profile (3 of 3)
R -5 Roadway and Bridge Approach Details (1 of 2)
-6 roadway'Bridge Approach Details (2 of 2)
-7 Channelization and Signing Phin (1 of )
1-$ Channelization and Signing Plan (2 of 2)
R -9 Bridge Approach Ternpvraz TraChc Sequencing Plan (7 of 2)
R -10 . Bridge Approach Tecoporary Traffic Sequencing Plan (2 of 2)
R -11 Detour Layout flan
Drainage Drawings
D -1 Drainage Plan anti Profile (I. of 3)
D -2 Drainage Plan and Profile (2 of 3)
D -3 Drainage flan and Profile (3 of 3)
D-4 Drainage Swale Plan
D -5 Drainage Details
Task 6: BRIDGE AND STRUCTURES
This task involves final design and contract documentation preparation for replacement of
the existing Barker Road fridge over the Spokane'River_
6.1 Task Management and Coordination
Program, coordinate, and supervise the project structural design team_ Attend up to six (6)
c ient and f or stakeholder rneetings to provide structural input and coordination with other
work elements such as utilities, i11ununation, aesthetic and architectural bridge features,
and construction. sequencin _ 4tteiid up to two (2) project review meetings to resolve
MJBkFKER VQAD BRIX-E FHAL DE$IGN SOW 040MOGS dOC 18 OF 26 18B20i,d i 6R
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review comments with Spokane Valley, WSDOT, or other stakeholders. Prepare meeting
notes as necessary to document decisions made.
6.2 Design Criteria
Develop and document structural design criteria to be used for design of the bridge
replacement and retaining walls. Review the geotechnical engineering and hydraulic
reports prepared for the project that summarize the results.of the field explorations and
engineering analyses and provide final foundation design and construction
recorn.mendations for support of the structures. Prepare a Structures Design Criteria
Memorandum documenting the design criteria.
6.3 Structures Layout (60% Level Design)
Develop preliminary layouts for the Barker 17oad Bridge and retaining walls for the purpose
of defining the structure geometry to be used as a basis for final design. Define the
geometric, aesthetic, geotechnical, and structural requirements for the bridge and wall
structures based on current site and survey data, roadway geometries, and other site
constraints. Finalize the location of bridge piers and define the vertical and horizontal
clearances to adjacent obstructions. Prepare foundation design concepts for the structural
elements of the project in coordination with the project geotechnical engineer. Submit the
preliminary layouts to Spokane Valley for review. Revise the preliminary concepts as
necessary and incorporate changes into final design plans.
6.4 Structure Plans
Prepare detailed design drawings of superstructure, substructure, abutment, and
foundation components as necessary for bidding and construction of the Barker Road
-Bridge and retaining walls. Prepare drawings for demolition of the existing Barker Road
Bridge. Drawings anticipated for this project are included in the attached Drawing List.
6.5 Construction Staging Analysis
Evaluate construction access and staging alternatives, including the suitability of using the
existing bridge as a temporary work access structure during various stages of demolition
and reconstruction. Evaluate anticipated construction loads and related temporary
conditions to determine limitations and constraints for construction. Include construction
loading and staging constraints in the Contract Documents.
6.6 Design Calculations
Prepare analysis and design calculations for the Barker Road Bridge replacement and
retaining walls, including superstructure, substructure, abutment, and foundation
components in accordance with the Design Criteria Memorandum.
SMSAR"RER RQAD BRIDGE FINAL DESIGN SOW 04032006.DOC 19 OF 26 1882M.01.BR
6.7 Specifications
EXFMIv 52
Prepare Corieral Special Provisions and project-spec i Fi c Special Provisions as necessary to
supplement the WSDOT /APWA Standard Specifications For Road, Bridge, and Municipal
Construction and incorporate into the project bid docu.meas-
6. 8 Quantities and Cost Opinion
Develop detailed quantities for the bridge and retaining walls and incorporate. into the
project bid documents_ 'Develop a detailed cost opinion for the structural elements of the
project at the 60 %, ?0 1, and 100% I eve] s of completion,
6.9 QAJQC Review
perform quality Assurance f {duality Control (A /QC) reviews for the Barker Road Bridge
,and retaining walls_ review project design criteria, Votechnicalsecornmendations,
hydraulics recommendations, and preliminary bridge and wall la }+Outs to assure Conformity
with the profi t requirements_ Perform a structural design check, plans check, and
constructatbility check on the 90% bridge design. Review Wecificati0 , quantities, bid
schedu le, and cost estimates at the 90% level of completion. Review the bridge load rating
calculations and report. Doc urnent review conunents and acceptable resolution in the
project file_
6.10 Review Comment Responses
Process and incorporate Spokane Valley and WSDOT review corawnents perta hung to the
60% and 90% submittals. Prepare written review comment responses and resolve
comments with Spokane Valley and WSDOT staff, Incorporate resolved comments into the
1.00% submittal design documents.
6.11 Bridge Load Rating
Perform LRFR Ioad rating caIcu Iations for thEe new Barker Road Bridge in accordance with
WSDOT Bridge Design Manual (130M) procedures and the 1989 AASHTO Guide $rredRcation
for .Strength Eva luntion of Existing Steel and Concrete S ridges _ Perform NB11oad rating
calculations in accordance with the AA,SHTO Manual for Condition Evaluation of Bridges,
latest edition. Prepare and submit to Spokane Valle} a fridge Und .Ratirog Report containing
the load rating calculations and sumrnarizing the load rating resu.lts.
6.12 Bridges & Structures Deliverables
The following deliverables will be prepared by CH2M HILL and submitted to Spokane
Valley for distribution to other stakeholders as needed'
I_ Barker Toad Bridge and Retaining Walls Design Criteria Memorandum (5 copies)
2. Barker load bridge and Retairdng Walls Plans, quantities. and Cost Opinions (5 copies,
60%, 90%, and 100 6 levels of completion)
3. Barker load Bridge and 'Retaining [Nally Spec ihcati0115 (5 cq pies, 909'x,100% levels of
completion)
SPKBARKER ROD BUDGE FINAL DESIGN SUR OWM&DOD 211 Or 26 282W.W.BR
C(I-91311 B2
4. Barker Road Brides and Fetaining Wall Design Calculations (2 copies, 90 and 1.0076
level of completion).
5. Barker Road Bridge Load Rating Deport (5 copies, post -100% level of corn pJeti on) .
6.13 Bridge and Structures Assumptions
The scope and fee developed for the bridge and structures work element is based on the
following assumptions:
x_ The Barker Road Bridge crossing is anticipated to have three prestressed girder spans, a
cast -in -place concrete deck and large- diameter d lied shaft foundations substantially in
conformance with the recommended a [tern Ave described in the Barker Road Bridge
Replacement Project TS&L Report, dated Movernber 2005_
. Design of the Barker Road Bridge wil I be performed in accordance with the WSDOT
LRFD Bridge Design Manua l (BD ) and AASHTO L FD Bridge Design Specifications,
- current edition.
3_ The WSDOT f APINA 2006 Standard Specifications €or load, Bridge, and Qunicipal
Conbgruction, and Amendments (English version) will be used for specifying the work.
'SD f General Special Provisions and project - specific Special Provisions will be
included as necessary,
4, As part of the QA/ QC process, an in -house structural design check, a Mans check, and a
con structability review are included as part of this scope of work_ The different levels of
diecking are defined as follows:
Structural Design Check_ The design checker is responsible for - verifying the
adequacy of the rna in structural elements, including section sizes, reinforcing
steel, maximiAm stresses, an overall structural stability of the design.
Verification can consist of independent calculations or a thorough review of the
designer`s calculations. Main structural elements include deck, girders, cross
beams, columns, walls, piles or drl.11ed shafts, and abutments_
• Plans Check, T.he checker performs a thorough review of the plarLs to confirm
that sufficient detail has been provided and that the plans accurately reflect the
results of the design calculations. Controllin ; geornetry, elevations, dimensions
are checked. Final quantiti.es are checked and specifications are reviewed.
Constrnetibility Review. A..review of the plans is performed to confirm that the
structure is constructible and the details and noted are consistent and clear.
5_ Coordination with utility companies w i I I 'be pxo�Aded under other tasks. The bridge
d.esigners will be provided with a list iterruzing the arrangement, sizes, types, locahons,
mounting requirements, and other utility requirements for present and future utilities to
be supported by the bridge.
SPI(BARNER ROM GFHEIGE FINAL UFLIGN 8(YROWIM46AOC - 21 Or 26 i682W.131.1313
i EXHIBIT B2
G. Tile Barker Road Bridge plans will include provisions for future ill urnination on the
bridge- This work will be limited to providing conduit, j unction boxes, acid mounting
locations for steel light poles bases to be installed in the future.
7. Load rating calculations for the Barker Road Bridge and submittal of the Bridge Load
Rating Report will be performed following the 100 6 final design subnuttal-
6.14 Drawing List
Anticipated drawings required to detail the bridge elements of the project are shown beImv-
Barker Road Bridge Drawings
B-1- Layout (Plan and Elevation)
8 -2. General Notes & Geometric Data
B -3. Construction Staging f Sequencing (1 of 2)
13 -4- Construction Staging/Sequencing (2 of )
8 -5. Foundation Layout
13 -6- Abu t-ment 1 Plan, Elevation, and Typical Section
B -7. Abutment 4 Plan, Elevation, and Typical Section
13 -8. AbutntentSectionsandDetails
B -9. Wing-wall Sections and Details (1 of )
13 -10. Wingall Sections and Details (2 of 2)
B -11. Drilled Shaft Construeftn Sequence
B -12, Drilled Shaft Sections and Details
B -13, Pi ex 2 Plan, Elevation, and Section
.$ -14. Pier 3 Plan, Elevation, and Section
B -15. Pier Sections and Details
B-16. Framing Plan
B -17. Typical Cross Section
a -18. Bearing Details
B-19. Precast Girder Details (t of 3)
B -20- Precast Girder Details (2 of 3)
B -21. Precast birder De hai ls (3 of 3)
B -22. Intermediate Diaphragm Details
13-23- bier Diaphragm Details
B -24- End Diaphragm Details
B -25. Deck Slab Rein forcing Clan
B -26. Deck Slab Sections and Details
B -27- Expansion Joint Details
B-78, Utility Support Details
13 -29- Traffic Barrier Details (1 of 2)
13-30- Traffic Barrier Details (2 of )
B -3 l- Reinforcing Bar List (1 of 2)
.B -32. Reinforcing Bar List (2 of 2)
SFY,rGARKER ROAD BRED -= FINAL UKIGN SMV 040321)(Ed4C 22 OF 20 iUjoi.M.OR
EXHIBrr 82
Retaining Wall Drawings
RW -1 Wall Plan, Elevation, and Typical Section,
RW - 2 Wald 1 Sections and VetaiIs
RW- 3 Nlisc. Retaining Wall OetaiIs
Task 7: Right-of-Way Coordination and Plan
7.1 Fight -ot -Way Plans and Costs
]used on the TS&L Report, Spokane Valley will need to acquire a seta ll portion of the
Centennial Trail parking lot frontage along Harker Road, This parcel is owned by
Washington State Parks and recreation. A parcel also needs to be acquired north of the
bridge for drainage treatment and infiltration purposes. CH 2M HILL's authorized
sub- orisultant wi Il request title reports for the identified parcels. Preliminary right -of -way
plans w it I be prepared, identifying the extent of required takes. These jpJans will identify the
location of the proposed improvements and how the parcels evil I be affected by the
-i inprovernen ts- The following; services will be provided;
• Title reports will be obtained for affected properties-
9 Introd uction letters will be sent to property owners affected by the project,
• bight of entry agreements wi11 be prepared.
• Appraisals will be coordinated wi th Appraisal Group Northwest.
* Review appraisals will be coordinated with Barrett and Associates-
+ Offer letters will be sent to property ovniers.
9 Negotiations w it I take place with property owners.
• Docu ments will be prepared and provided to Spokane Valley for necessary acquisitions.
i Follow through will be made on transfer of property to Spokane Valley, including
closings and /or payments, title clearing, and recording-
Close -out files meeting WSIDOT standards of certification will be provided.
+ bight -of -war and drainage site acquisition survey
1, Establish boundaries for Washington State Parks and Recreation
aj prepare legal description
b) !Monument new right -of -way
2. Establish boundaries Fox d.raSnage retention area
;�) Provide preliminary boundary staking
b) Prepare legal description
c) Monument boundaries
d] Provide topographic mapping
3. Prepare and file a record of survey for all new boundaries
It is assumed that the Washington State marks and recreation property sou theast of the
existing bridge, as well as one parcel for drainage will be included. This also assurnes that
the right -of -way acquisitions will be partial takes, with no structures to be impacted-
Property and right -of -way rnon u men ts will be reasonably searched for and field located in
the survey tasks. The existing right -of -way and subd ivision property lines will be shown on
SPKMARKF.4 ROD 9.RIDGE FINAL bFrb1OhQ SOW OW324 O00 23 OF Z6 1H201.d1.94
001B1T 82
the plans, based on available monuments, plats, and record of surveys. CH2M HILL's
subconsultant will request from the County Assessor's office the oiNmership of the parcels
surrounding the project limits.
Horizontal control and right -of. -way plans will be developed, showing the roadway
centerline, survey control points, curve data, tangent bearings and distances, proposed
right -of -way and existing right -of -way.
Deliverables: Right -of -way plan, parcel table, title reports, close -out files, and documents
for acquisitions.
Task 8: Public Involvement Coordination
8.1 Public Information Meeting
All public involvement and community outreach activities will be coordinated with
Spokane Valley.
CI-I2M HILL will prepare for and coordinate one public information Tneeting. The public
meeting will be "Open House" style to answer questions. 'rwo representatives from
CH2M HILL will attend the meeting and be available to answer questions from the public.
CH2M HILL will be responsible for preparing the project fact sheet and displays. It is
anticipated that design drawings and an aerial photograph of the project area will be used
at the public meeting.
CH2M HILL will prepare a Public Notice and will coordinate with a mailing service
company to distribute the notification. Spokane Valley will pay for the mailing.
This task does not include preparing project newsletters or making presentations to public
officials, property owners, and businesses.
Deliverables: Prepare meeting displays and handouts, prepare public notice, attend public
meeting
Task 9: Aesthetics and Trail Connections
9.1 Work Elements
The following work elements will be provided for the final design phase of the Barker Road
Bridge replacement project:
• Document aesthetics and trail connections issues, opportunities, and constraints
• Conduct a meeting with the design team, Spokane Valley, representatives from
Washington State Department of Parks and Recreation, and Spokane County Parks
Department to confirm the following:
1. Bridge architectural elements, i.e. railings, lighting, finishes, abutments, soffits,
etc.
2. Trailhead elements, i.e. pedestrian, bicycle, and auto access; lighting, paving,
interpretative facilities.
3. Landscaping and river bank restoration requirements.
SFKIBARKER ROAD BRIDGE FINAL OrSIGN SAM O4032008.00C 24 OF 26 188201.01.811
- 1 1k r, EXHIBIT 82
4. Trailhead connection design criteria.
9.2 Detailed Design
Provide design drawings and specifications for identified architectural and trailhead
elements, landscaping, and river bank restoration.
9.3 Quantities and Cost Opinion
Develop detailed quantities and a detailed cost opinion for the architectural, trailhead,
landscaping, and river bank .restoration elements of the project at the 60 %, 90`.%, and 100%
levels of completion.
Deliverables: Meeting minutes, design drawings, specifications, and cost opinions.
Task 10: Bidding Assistance
10.1 Contract Documents Preparation
CH2M .HILL will print and distribute up to 50 sets of contract documents after Spokane
Valley and WSDOT approval. Contract documents will be sent to approximately seven local
plan centers.
10.2 Advertisement for Bids
CH2M HILL will assist Spokane Valley with advertisement for bids (Spokane Valley will
place the advertisement).
10.3 Response to Bidder Questions and Issue Addenda
CH2M HILL will answer bidder's questions and issue up to two contract addenda if
needed. CHIM HILL will not be required to attend the bid opening (Spokane Valley will
conduct bid opening).
10.4 Bid Tabulation, Evaluation, and Contract Award Recommendation
CHUM HILL will prepare bid tabulation, evaluate low bidder's qualifications, and make a
recommendation for contract award to Spokane Valley staff and the City Council.
Deliverables: 50 sets of contract documents, addenda, bid tabulation, and award
recommendation.
Task 11: Project Management
11.1 Project Management Services
Provide overall project management and coordination with Spokane Valley. A total time of
12 months is assumed to be the duration for this work. Project management services
include:
• Project instructions and work plan
• Staff and subconsu.lta.nt management
• Quality management plan
• Control budget and schedule
SPKMARKER ROAD BRIDGE FINAL DESIGN SOON 04032006.000 25 OF 26 188201.01.BR
EXKIBIT 92
Bi- weekly progress reports via email.
Monihiy progress reports and invoices (The progress report/ invoice will. identify the
work performed for that period, major decisions, schedule, and budget status,
Routine communication and coordination wi th Spokane Valle -
Deliverables: Project instmaio ns and work plan, quality ma *ia ement plan, progress
repnrts and invoices.
4.0 Project Delivery Schedule
CH2N4 HILL will complete final design and construction document preparation within 12
months of receiving a Notice to Proceed from Spokane Valley.
SRUSARKER ROAD BRIDGE FINAL D$IC,N $QW 44Q3�0413�.04C 26 of 26 188201.4 LBR
DOCUMENTS EXEMPT FROM PUBLIC DISCLOSURE
The three pages entitled "Exhibit G -1 / Subconsultant Fee Determination — Summary Sheet"
contains confidential cost and rate data and are withheld from public disclosure pursuant to 23
USC 112(2)(F).
Prenotification; confidentiality of data. A recipient of funds requesting or using the cost
and rate data shall notify any affected firm before such request or use. Such data shall be
confidential and shall not be accessible or provided, in whole or in part, to another firm or to any
government agency which is not part of the group of agencies sharing cost data under this
paragraph, except by written permission of the audited firm. If prohibited by law, such cost and
rate data shall not be disclosed under any circumstances.
You may petition for a review of our findings pertaining to any redacted or withheld documents
pursuant to Spokane Valley Municipal Code (SVMC) 2.75.080; and obtain judicial review
pursuant to RCW 42.56.550.
Exhibit J
Alleged Consultant Design Error Procedures
The purpose of this exhibit is to establish a procedure to determine if a consultant's alleged design error is of a
nature that exceeds the accepted standard of care. In addition; it will establish a uniform method for the resolution
and/or cost recovery procedures in those instances where the agency believes it has suffered some material damage
due to the alleged error by the consultant.
Step 1 — Potential Consultant Design Error(s) is identified by Agency's Project Manager
At the first indication of potential consultant design error(s), the first step in the process is for the
Agency's project manager to notify the Director of Public Works, or Agency Engineer regarding the
potential design error(s). For federally funded projects, the Region Highways and Local Programs
Engineer should be informed and involved in these procedures. (Note: The Director of Public Works or
Agency Engineer may appoint an agency staff person other than the project manager, who has not been
as directly involved in the project, to be responsible for the remaining steps in these procedures.)
Step 2 - Project Manager Documents the Alleged Consultant Design Error(s)
After discussion of the alleged design error(s) and the magnitude of the alleged error(s), and with the
Director of Public Works or Agency Engineer's concurrence, the project manager obtains more detailed
documentation than is normally required on the project. Examples include: all decisions and descriptions
of work; photographs, records of labor, materials and equipment.
Step 3 — Contact the Consultant Regarding the Alleged Design Errors)
If it is determined that there is a need to proceed further, the next step in the process is for the project
manager to contact the consultant regarding the alleged design error(s) and the magniitude of the alleged
error(s). The project manager and other appropriate agency staff should represent the agency and the
consultant should be represented by their project manger and any personnel (including sub - consultants)
deemed appropriate for the alleged design error(s) issue.
Step 4 — Attempt to Resolve Alleged Design Error with Consultant
After the meetings) with the consultant have been completed regarding the consultant's alleged design
error(s), there are three possible scenarios:
It is determined via mutual agreement that there is not a consultant design error(s). If
this is the case, then the process will not proceed beyond this point.
It is determined via mutual agreement that a consultant design error(s) occurred. If this
is the case, then the Director of Public Works or Agency Engineer, or their
representatives, negotiate a settlement with the consultant. The settlement would be
paid to the agency or the amount would be reduced from the consultant's agreement
with the agency for the services on the project in which
the design error took place. The agency is to provide HRLP, through the Region
DOT Form 140.089 V Exhibit J
Revised 6106
Local Programs Engineer, a summary of the settlement for review and to make
adjustments, if any, as to how the settlement affects federal reimbursements. No
further action is required.
There is not a mutual agreement regarding the alleged consultant design error(s). The
consultant may request that the alleged design error(s) issue be forwarded to
the Director of Public Works or Agency Engineer for review. If the Director of
Public Works or Agency Engineer, after review with their legal counsel, is not able
to reach mutual agreement with the consultant, proceed to Step 5.
Step 5 — Forward Documents to Highways and Local Programs
For federally handed projects all available information, including costs, should be forwarded through
the Region Highways and Local Programs Engineer to I &LP for their review and consultation with
the FHWA. H&.LP will meet with representatives of the agency and the consuluint to review the
alleged design error(s), and attempt to find a resolution to the issue. If necessary, N &LP will request
assistance from the Attorney General's Office for legal interpretation. I•I &LP will also identify how
the alleged error(s) affects eligibility of project costs for federal reimbursement.
If mutual agreement is reached, the agency and consultant adjust the scope of work
and costs to reflect the agreed upon resolution. H&.LP, in consultation with FHWA,
will identify the amount of federal participation in the agreed upon
resolution of the issue.
If mutual agreement is not reached, the agency and consultant may seek settlement
by arbitration or by litigation.
Exhibit M -3
Certification Regarding The Restrictions
of The use of Federal Funds for Lobbying
The prospective participant certifies, by sunning and submitting this bid or proposal, to the best of his or her
knowledge and belief, that:
No federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to
any person for influencing or attempting to influence an officer or employee of any Federal agency,
a member of Congress, an officer or employee of Congress, or an employee of a member of
Congress in connection with the awarding of any Federal contract, the making of any Federal grant,
the making of any Federal loan, the entering into of any cooperative agreement, and the extension,
continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or
cooperative agreement.
2. If any funds other than Federal appropriated fit.nds have been paid or will be paid to any person for
influencing or attempting to influence an officer or employee of any Federal agency, a member of
Congress, an officer or employee of Congress, or an employee of a member of Congress in
connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall
complete and submit Standard Form -LLL, "Disclosure Form to Report Lobbying," in accordance
with its instructions.
This certification is a material representation of fact upon which reliance was placed when this
transaction was made or entered into. Submission of this certification is a prerequisite for making
or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who
fails to file the required certification shall be subject to a civil penalty of not less than $10:000 and
not more than $100,000 for each such failure.
The prospective participant also agrees by submitting his or her bid or proposal that he or she shall
require that the language of this certification be included in all lower tier subcontracts which exceed
$100,000 and that all such subrecipients shall certify and disclose accordingly.
Consultant (Finn): CH2M HILL, I.nc.
Lo � - Z02ad--I P ---
(Date) QS ature) President or Authorized Official of Consultant
DOT Form 140 -089 EF Exhibit W3
Revised W05
Exhibit M-4
Certificate of Current Cost or Pricing Data
This is to certify that, to the best of my knowledge and belief, the cost or pricing data (as defined in
section 15.401 of the federal Acquisition Regulation (FAR) and required under FAR subsection 15.4034)
submitted, either actually or by specific identification in writing, to the contracting officer or to the
contracting officer's representative in support of LA -5724 (Local Agency Proj. 404-00' )) ¢
are accurate, complete, and current as of * *. This certification includes
the cost or pricing data supporting any advance agreements and forward pricing rate agreements between
the offeror and the Government that are part of the proposal.
Firm
Name
Title
r1ri'lNA will r I__ -
Date of Execution * ** ()
* Identify the proposal, quotation, request for price adjustment, or other submission involved,
giving the appropriate identifying number (e.g., RFP No.).
** Insert the day, month, and year when price negotiations were concluded and price agreement
was reached.
* ** Insert the day, month, and year of signing, which should be as close as practicable to the date
when the price negotiations were concluded and the contract price was agreed to.
DOT Form 140.089 EF Exhibit M-4
Revised 6105
DOCUMENTS EXEMPT FROM PUBLIC DISCLOSURE
The page entitled "Budget Estimate" contains confidential cost and rate data and is withheld
from public disclosure pursuant to 23 USC 112(2)(F).
Prenotification; confidentiality of data. A recipient of funds requesting or using the cost
and rate data shall notify any affected firm before such request or use. Such data shall be
confidential and shall not be accessible or provided, in whole or in part, to another firm or to any
government agency which is not part of the group of agencies sharing cost data under this
paragraph, except by written permission of the audited firm. If prohibited by law, such cost and
rate data shall not be disclosed under any circumstances.
You may petition for a review of our findings pertaining to any redacted or withheld documents
pursuant to Spokane Valley Municipal Code (SVMC) 2.75.080; and obtain judicial review
pursuant to RCW 42.56.550.
f
r�
f
t . -. QUANTITIES
MTs AV ONE ' TION
EC.1FS, i.2 N fi I SEC, 07, T -25 N., R.45 E., W.M. u 4 Ron as 2 INCI. L
CU 10 FIVL 2 CY; N� 1097 2
R -45 E. -M. - i q 41 I I I STA 2 +05 TY 2 2
_ tiF STA 22+95 Ril 1 ;�5
$ r I� I ' I I I I _ _ - 11 t3 SHEa sLkFACING EASE COURSE
{ - c XD111 U 3
1 ;� Y *� ` f! *' `� 1 HFM R ACG NG TOP OURSE
2a 90 ONS
4 - V 4 r •- `i rWrl k �{ -_ `'1 =mss 'i "I ! S
r
I
R 2 -- l +. 5c&% tp Frer I } , : II 9 �fj NT O4NGRF.iE Pf.VEh1ENT
n • ;1 -,1 - -p - _ - S, SYA 2x'+ -06 l0 7'�,9i (A3 50-00Vs'Ni 27
O- G-- 3ut,4ti -yp•' I.rj 'h �, S75CY
70 8
-01 .r a_ - .�' f r. .r- ta,. -,-• o '- 7"' d1 - o. TOMS
RO'AL-_
a IT CEMENT C4HCRETE TRAFFIC CURB ANID GUTfER
I " 4 �• F STR 22-ra0TO STA Mi!39Ak. 23' L7.29.4 LF
O crrc -n rl Ip 7�'. ' +� '� - •r•2 _- X72'.4L ` -� -- - Xy'1,c _ —1 - 1 K2r1']-. 0, 1 ,3TLTTOSTA2GW9.36.23'LT.23AA51F
5
rA 23*7a
J/f _ -,{C �.� +121 .L: - f31,5' 's —+ ° 22. STA 26188.25 T4 23 *06, 13' LT, 53.35 iF
C+V 14 , 150 p Q r - 22,5 19 1 -02 7 STA 22 + -04 TO STA F2 *63.S1, 3Y T, 21 Ai Lr
a4 '` I 3$ 44 12' $ $ +UU '4 2 TOTAL: 36541 LF co
+d 1 I m I i r' 0 24 +00 ...a ++ N OTi891T W 20 CEMS�FT CONCRETE TRF,FM CURB
I N 03'4554'LU b r•.. 1 _ 1 I ' r' � 1 1 — 7' I•— r I I LU STA 2$+99A4. 2,3' LT TO STA 221fl$40, $2,7T LT, 47 LF
�r G _ - 7 ;� 'z STA 23.4SJ1.62A0'LTTOSTA73 +75.75,37 LT. 47 LF
Lu I ! C T b 113 y ' s b 1 12 14 19 z _ STA 2£ *119 X� 23' LT TO STA 2b*29.36.42.$1' Lr, 31,5 LF
I I i STA 26*$G ;4.43"17 LT 3"4 STA 2515&2'3.23' 4T. 31.5 LF
39 - - _ STA 22*&Ml. 37 RT Y4 STA 22 +9841, 52,23' RT. 31,5 LP
G r 12' - STA 23151.22, IR6.78' iRT To STA 23+81.22.37,10' RT 47 LF
J
_ . 19
I TOTAL' 235.5 LF
'.` .. - 59 i 7 1 _ —� r �s. -, <( ?2 h1EN T CONCRE IE PEDECTRIAN CURE
X11.
._ _3f STA 234 90 2AT.1EA
z = — If— TF TT— 1F TF —,TF IFS TF
AL — - 1, c TF }�+ T It— Tt TF in
Y Ti m fF � iF' FrF ^ - _ - AdJUSi VALVE 6COC
A2 _ _ _ _ _ - �� } - _ STA 23 *47.$2,5577 LT
STA 23 75 .4, i 7w Ry
AF .C.Tr LT
STA 25x3671,
1.9.42 LT: 4 EA
41
Al T - - -- F. — 46 STA 23121 CASE COVER
II EFT .! .+. = d —_ .L _ - - - - - -. -01 CEh1B•ITGONC. SIOEWAIX
STAP3-SM7.10 52'LiTO2Q+23.36,M12.0 43. 52.
Q1 I L 'L4' I } r - - - -- - $TA 26x71.25, 43.08' LT TO STA 27 +04,27 IT
SEC_ 17, T.25 N., I I T- 0 -12 i9 - - r 5 SEC.06, T, S N F2.45 E -, I• STA 22+'14, 36' R7 TO STA 22 +92 Al. 52.113 R1., �
AJr -, W.M. 'I �J STA 21+ 72.9 rT4STA23'Fe2-00.43.1 ,
E SH OF TOTAL 6.1 SY
�rMEN r�0 .scoEV4LKpCORA71VESrdMEU;
MISSION AVE RECONSTRUCTION
. ". " "..." .....-- .......•-i---_ . ..::::: CWAENT OONCRBTE SIDEWALK RAMP TYPE 2
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2
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....... ...... . " ....... -- ...
:. .. ..... ..... ". _..." ." ::..._" - .." ..... ....... ...... :: "_ .... ".. ... "" ." .... - --" --- ... ". _ 1 RELOCATES }USTLNGO'1ERMEP,dPO'NER
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... ... ". " ".. - _ ......_ ." ..." - ... ".. ... ...." ..... _ _ -
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o FINISHED Of{A
. . . ...: :.......: :.......: r7 ` -Ir= °� ... .... - ra ...... ' - - ' - ' .... .. " ... ....... ..... ..... " .. T SPA 26*M_ V 92.96' LT,137+96 4F
........" r 'o ..... ..- - .... -.. .. ." .... .... . -.... STA 241$727,26.63'LT O
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... '•'� ....--- .- -. r 10'RT 30 LF
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.. " ". ... ".....� ...... ... ......" .... ".... .... " ".. �-"--- ---... .. .. ... - ....... ..... .... ... ......" ...---':: ..... uf:E1€IST1N'[iCUHBRAriP
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.... " . .... 's %rt
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... ", ". . -�_` ....... .._ ... .. 25±04 � � - 26±U0 '- 17100
23 +00 Y 2q, 06
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.� scALr H 1HkLL
FsmLIC 4'JORIGS 91;NTMFhF5 - �r - -�- .ROADWAY PLAN AND PROFILE of 2_9
M CO PK JD r• IISSIONo. VENUEINTER €B•Crl{4Yh11$O.REVISIONS ��. ��� HOR¢UHrnIL
.wwn, I� ww- .,4wurr, ww genx rune `" STA 2 +40 TO STA 274.00
3dA,�p6 CC PI4 JD A�tlentlurn Mv. 1 -'m°p 190���"'4
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SEC.07, T:25 N., RA5 E., W.M. + `
a � � '
QUANTITIES
,� RO14D'.YRY E1(GAWJ�TION INCL. HAUL
0 �4 4U 60
C7 r�
l Zml&InFeel
\-
+ ''
M1I
ti o •'
fiLil 752 CY ; FILL 19 CY; NET T33 C1'
RFACING 9F ;!E COUPSE
27O"1$
9 P 91
L,
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PPP
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12 k SURFACING T6PCO rUR. E.
A701CAL
P6 7049
1G 2467ON5
i�. RC`--
r
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15 iSA. P 7t�26
a - -
1 CEMENT OONCRETE TRAFFIC CURB AND G R
}
Iti
Q
- -- - - --.� -- _ - °__
23.Y
22.5'
_ I _ -- -
�'
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q4 i6'
-
.5 TA 30+09.34 T4 ST 21+60. 23' LT: 50.7 LFV1iF
TOTAL; 392
44 18'
19
36
t
2 19 dd 21r
CEMEi�OT OONCRETE TRAFFIC CURB
la - - �+�Lf
29+00 C
d'
3 t 31 +00
STA29r32. 14, 3 #LTY0STA23+F2- 14.421ff LT. 31.5LF
LLr
-I_ _ i -- _
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I "` I "_� 1610
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29J�d$ `TA36+ bt.aLF
TA Q9 +99.3:
_j
1g1 BAR ER ROAD
I'
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STA 29 +8g.31 36+02,67, 2-035RY, 12
TOTAL; 141.6
- -
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'
4 4 11 12 14 15 _
;:—
J
CEh1EF4T OONORETE PF�F$TRIk3# p,JRe
33 LF
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f, 1' WATER SERVICF. CONNECTION AND ELECTRIC
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OISTRIOT AND AVI3TA UTILMES RESPECTIVELY.
C014TRAGTOR SHALL OOORDINATE WIM UTILITY
COMP41'11ES AND ENGINEER REGARDING SCHEDULE
AM I-CX-RTIM
INS7Ai_L CURB INLET TYPE L REFER TO PLAN AND
PRCFFLE 51iEETS FOR 011ANJIfY AND LOCAITON,
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PLACED WITHIN UMITS OF SCALE ROW.
LIMITS OF DRAIMAGE PARCEL
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CALL BEF=ORE YOU DIG 456 -8008
48 HOUR NOTICE REQUIRED
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SHEET
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QUANTITIES
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SCALE 1: 515 Cy
SCALE Lt 50D CY
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PRECAST CONCRETE uRYwELL
STA 11 *49; 105 RT
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OISTRIOT AND AVI3TA UTILMES RESPECTIVELY.
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COMP41'11ES AND ENGINEER REGARDING SCHEDULE
AM I-CX-RTIM
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PRCFFLE 51iEETS FOR 011ANJIfY AND LOCAITON,
W STALL 1 r J)IA. PVC S-rofN PIPE. REFER TO
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PLACED WITHIN UMITS OF SCALE ROW.
LIMITS OF DRAIMAGE PARCEL
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CALL BEF=ORE YOU DIG 456 -8008
48 HOUR NOTICE REQUIRED
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SHEET
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GRADING FOR DRIVEWAY SITRANCE AND APPROACH IS INCIDENTAL TO PRICE PAID
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SEE GORTRACTFOR
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RETAIL S1a'A'N IS A RFFYECAYICW OF THE MIDDY STANDARD PLAN F -3b
DETE7G7RBLE WARNin rAYTERN$ &AT EE CRER7ED BY ANY PAETNOD
THAT'XILL AcHEVE THE TRUNCATED ()OFAE DIKENSPIONS AND SPACING
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3, RAm? stOPESsHALLmir3ESrEEPER THAN 121 +.lv,
4. AVOID PLACING oRAIndkGE S7RUCrURE5, ii-MOTION 9OXES OR OTHER
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5. CURB IS SHOWN, SEE THE CONTRACT PLANS FOR YHE CURB
DESIGN 9PECIF1RO.' 5EE STANDARD PLAN F-1 FOR CURS UE MI-3.
6. SEE STD, PLAN F-3 FOR SIbEWALI[ JQI%rr PLACEMEW AND DETA1L3.
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1 ATTERN (SEE DETAIL]
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LAYOUT - WITH PEDESTRIAN CURB
DETECTA13LE WARNING PATTERN
AREA SMALL BE YELLOW, IN cm. 6�
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2% ROADWAY
RAPAP
x CEFdENTCOhCPfTE
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PATTERN DETAIL
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NITS 6,T,B,I7,i0,1i•12,13 CALL BEFC)RE YOU DIG 456 -5000
48 HOUR NOTICE RrEQUIRED _m
rH MHILL, I CITY OF SPOKANE VALLEY, WASHINGTON &' ERROMimwOv&e ENTS SHEET
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RETAIL S1a'A'N IS A RFFYECAYICW OF THE MIDDY STANDARD PLAN F -3b
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THAT'XILL AcHEVE THE TRUNCATED ()OFAE DIKENSPIONS AND SPACING
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4. AVOID PLACING oRAIndkGE S7RUCrURE5, ii-MOTION 9OXES OR OTHER
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5. CURB IS SHOWN, SEE THE CONTRACT PLANS FOR YHE CURB
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1 ATTERN (SEE DETAIL]
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x CEFdENTCOhCPfTE
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NITS 6,T,B,I7,i0,1i•12,13 CALL BEFC)RE YOU DIG 456 -5000
48 HOUR NOTICE RrEQUIRED _m
rH MHILL, I CITY OF SPOKANE VALLEY, WASHINGTON &' ERROMimwOv&e ENTS SHEET
P11HLIG W0KK,' pEPARTkgWr
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spo i! CODA iY, SNOT IN OONTRACTk
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1. TRAFFIG ARROWS AND LETYERS SHALL BEIN
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SCALE FI MHILL MY OF SPOKANE VALLEY. WAS HINGTON OARKER ROAD IMFRCN@MENTS SHEET
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spo i! CODA iY, SNOT IN OONTRACTk
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1. TRAFFIG ARROWS AND LETYERS SHALL BEIN
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48 HOUR NOTICE REQUIRED
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48 HOUR NOTICE REQUIRED r F�w
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