HomeMy WebLinkAboutR-2023-126 Approving Task Order Number 11 w/Mcclure RESOLUTION NO. R-2023-126
A RESOLUTION APPROVING TASK ORDER NUMBER 11 WITH MCCLURE
BE IT RESOLVED BY THE BOARD OF ALDERMEN OF THE CITY OF RIVERSIDE,
MISSOURI AS FOLLOWS:
THAT the Riverside Board of Aldermen hereby approves Task Order Number 11 by and
between the City of Riverside and McClure, in substantially the form attached hereto, and the
Mayor is authorized to execute the Task Order Number 11 on behalf of the City; and
FURTHER THAT the Mayor, the City Administrator and other appropriate City officials
are hereby authorized to take any and all actions as may be deemed necessary or convenient
to carry out and comply with the intent of this Resolution and to execute and deliver for and on
behalf of the City all certificates, instruments, agreements and other documents, as may be
necessary or convenient to perform all matters herein authorized; and
FURTHER THAT this Resolution shall be in full force and effect from and after its
passage and approval.
ADOPTED AND PASSED this 3 day of �� w�i L 2023.
91iftb_14, 2 •
yor Kathleen L. Rose
ATTEST:
Robin Kincaid, City Clerk
1
Task Order Number 11
For Engineering Services
This Task Order is entered into as of the S , 2023 (the "Effective
Date"), by and between McClure, an Iowa corporation aving an office at 1700 Swift St, Suite
100, North Kansas City, Missouri 64116 ("McClure") and the City of Riverside, Missouri, a
Missouri municipal corporation (the"City").
WHEREAS, the City has engaged McClure to provide engineering services pursuant to
the Agreement for Engineering Services dated October 6, 2020 pursuant to which the City may
task McClure to provide additional professional engineering services on a project-specific basis
by acknowledging a separate Task Order.
NOW, THEREFORE, in consideration of the promises and mutual covenants between the
parties and for other good and valuable consideration the receipt of which is acknowledged by
the parties, they agree as follows:
1. Incorporation of Base Agreement. This Task Order is subject to all terms and conditions
contained in the Agreement for Engineering Services dated October 6, 2020, that are not
inconsistent with the specific terms contained herein, and the Agreement for Engineering
Services dated October 6, 2020, between the parties is incorporated herein as if set forth in full
by this reference.
2. Scope of Services. The Scope of Services pursuant to this Task Order are as contained in
Exhibit A.
3. Term. McClure shall begin work pursuant to this Task Order No. 11 upon its Effective
Date and shall continue until the Riverway Boulevard Improvements ("Project") is completed as
evidenced by final acceptance of the Project by the City.
4. Compensation. Unless compensation is set forth in this Task Order Exhibit B,
compensation shall be as provided in the Agreement for Engineering Services dated October 6,
2020, between the parties.
5. Project Schedule. See project schedule in Exhibit A.
IN WITNESS WHEREOF, the McClure and the City have executed this Agreement as of the
Effective Date.
MCCLURE: CITY OF RIVERSIDE, MISSOURI:
1
By: By: ` / •' 4 '
Name: .J u.54 v oq r 1 Name: Kathleen L. Rose
Title: J P 04 Trait Spor +aTi M Title: Mayor
Dated: 6 I ZZ l 23 Dated: , J,03.,,3
ATTES :-
Robin Kincai ,City Clerk
By: \
Name: rim Koral
Title: City Administrator
Dated: (*(Aa3
2
IN WITNESS WHEREOF, the McClure and the City have executed this Agreement as of the
Effective Date.
MCCLURE: CITY OF RIVERSIDE, MISSOURI:
By:
`� By:
Name: ,J v_SA►1 \1 oJq e I Name: Kathleen L. Rose
J Title: P 04 �¶raSpa 4 + OK Title: Mayor
Dated: 6 Z2123 Datedv >20,2,3
ATTES I:
Robin Kincai , City Clerk
By:
Name: rian Koral
Title: City
Administrator
-Dated: l(.(Aa3
2
EXHIBIT A TO TASK ORDER 11 iuI
McCLURE ENGINEERING COMPANY MC C L U R E "
DETAILED SCOPE OF SERVICES AND SCHEDULE
Riverway Boulevard Improvements — From Tullison Road to NW Platte Road/Drive
MEC Project Number: 201 353-1 1 0; # STBG 3400(446)
I) PROJECT DESCRIPTION
The ENGINEER shall provide professional services as required to complete the preparation and assembly of the Project
as described hereinafter as follows:
A. Reconstructing Riverway Boulevard from NW Tullison Road to NW Platte Road/Drive from a rural, two-lane section
to an urban section (final lane configuration to be confirmed by Traffic Study). Roundabouts will be constructed at
the intersection of NW Tullison Road and Riverway Boulevard and at the intersection of NW Platte Road/Drive and
Riverway Boulevard. A traffic study will be performed to determine the best traffic control for the intersection of
Riverway Boulevard and NW Riverside Drive (signed intersection, traffic signalized intersection, or a roundabout).
The Traffic Study will be reviewed with the OWNER and the Missouri Department of Transportation (MoDOT) for
approval.
B. Constructing an extension of NW Riverside Drive from west of Riverway Boulevard to the Riverside Business Park.
C. Site modification to properties at Riverside Business Park to accommodate the extension of NW Riverside Drive and
truck movements.
D. Reconstructing a new on-ramp for westbound Missouri Highway 9 from Riverway Boulevard. The limits of the on-
ramp correspond to those shown on the schematic in Exhibit B of this document. It is assumed that design and
reconstruction of the on-ramp onto Highway 9 as detailed in the MoDOT typical ramp interchange section (Drawing
203.40G) is not expected nor included in this agreement.
E. Reconstructing approximately 100-feet of the off-ramp for eastbound Missouri Highway 9 at Riverway Boulevard and
along NW Tullison Road at the Riverway Boulevard intersections in order to accommodate a roundabout.
F. Reconstruction approximately 100-feet of NW Platte Road/Drive in each direction at the intersection of Riverway
Boulevard to accommodate a roundabout.
G. A new 10-ft wide shared used path will be constructed along the east side and west side of Riverway Boulevard from
NW Tullison Road to NW Platte Road/Drive intersection. If the Highway 9 bridges restrict full 10-ft wide shared use
paths, a short section of shared use path less than 10-ft wide on one side is accpetable.
H. Two (2) retaining walls are be expected to be constructed under the Highway 9 bridges to allow for the new trail and
sidewalk and will be coordinated with MoDOT. The retaining walls are assumed to be concrete cantilever retaining
walls. Due to ability to construct the walls under the bridges while disturbing the bridge slopes, bridge slope design
will be required with approval of MoDOT.
I. A screening wall will be constructed along the south side of the NW Tullison Road/Riverway Boulevard roundabout
to shield the sewer lift station. The screening wall will not be designed to hold back earth and will be designed with
a gate. The screening wall is expected to be constructed of wood or similar material. If a wall is not possible due to
underground utilities, landscaping will be installed for screening. Landscaping along the screening wall and
architectural design of the screening wall is not anticipated.
J. Inspecting structural integrity and verifying hydraulic capacity of two (2) culverts. One is located under Riverway
Boulevard north of Missouri Highway 9 and one is located under Riverway Boulevard south of Missouri Highway 9.
Depending on the review and roadway design, the culverts will be extended or replaced.
K. Installing a new culvert under the new Missouri Highway 9 on-ramp and under the NW Riverside Drive roadway
extension, west of Riverway Boulevard.
L. Installing new storm sewer along Riverway Boulevard and NW Riverside Drive within the project limits.
M. Installing green infrastructure/Best Management Practices (BMP) throughout the project corridor, including potential
vegetated swales or wetlands. Exact type and location of BMPs will be developed throughout the design of the
project and will be dependent upon approval from R-QBLD Board.
N. Existing water main and sanitary sewer will be used as constructed and improvements or modifications are not
anticipated for this project.
O. Existing fiber line along east side of the Riverway Boulevard corridor will be used as constructed and improvements
or modifications are not anticipated for this project.
P. Installing landscaping features at the Riverway Blvd & NW Tullison Road roundabout, the Riverway Blvd & NW Platte
Road/Drive roundabout, and along Riverway Boulevard. Wayfinding signage will be placed at the Riverway
Boulevard / NW Tullison Road roundabout. Additionally, option will be created for the prepping for sculptural
features at each roundabout with a minimum of water and electrical connections into the roundabout with possible
constructions of a sculpture footing.
Q. Installing new streetlights along Riverway Boulevard. Refer to Phase G, Task 4 below for more details.
R. Right-of-way, permanent easements, and temporary easements will be identified. However, right-of-way services
shall be completed via Amendment.
S. Levee gates will not be disturbed as part of this project.
T. Environmental reviews shall be performed on this project as determined by MoDOT and shall be completed via
Amendment.
U. The ENGINEER will complete the design, plans and specifications, contract documents, and permitting as outlined
herein for the proposed Project. The latest MoDOT Specifications and design standards will be used on the Project.
II) BASIC SERVICES
The ENGINEER shall consult on a regular basis with the OWNER to clarify and define the OWNER's requirements for the
Project and review available data. The OWNER agrees to furnish to the ENGINEER full information with respect to the
OWNER's requirements, including any special or extraordinary consideration for the Project or special services needed,
and to make available existing data. The ENGINEER shall provide the following basic services regarding the Project:
A) Phase 1 —Project Management and Coordination
The ENGINEER will complete the following project coordination and management activities as part of this initial
Scope of Services.
Task 1 — Project Management
The project manager for the ENGINEER will be responsible for maintaining coordination with the OWNER and other
consultants working in/adjacent to the proposed corridor. MoDOT and Riverside Quindaro Bend Levee District (R-
QBLD) coordination are completed under separate task items within this agreement.
The ENGINEER will provide monthly progress reporting and project invoices to the OWNER. Task also includes
scheduling of staff, review of progress, and senior review of deliverables.
Task 2 — Design Development Coordination
The ENGINEER will maintain communications with the OWNER to review progress and discuss specific elements of
the project design and receive direction from the OWNER. The meetings will also serve to establish schedules,
develop project goals, establish initial design parameters, promote dialog between various entities, improve the
decision-making process, and expediate design development. Prepare meeting minutes and keep documentation of
other communications. For budget purposes, the following meetings are included in the scope of work:
• Project Pre-Design Meeting: The ENGINEER will attend one (1) coordination meeting with the OWNER to
discuss the anticipated vision and concept for improvements associated with this project, including schedule
of deliverables and expectations. We will review the scope and schedule together to establish milestones and
meeting dates for planning purposes.
• Traffic Study Review Meeting: The ENGINEER will attend two (2) meetings with the OWNER for the review of
the draft and final Traffic Study.
• Preliminary (30%) Design Progress Meetings: The ENGINEER will attend up to two (2) coordination meetings
with the OWNER as necessary during the Preliminary Design Phase.
• Right-of-Way (60%) Design Progress Meeting: The ENGINEER will attend three (3) design review meeting
with the OWNER that will include site visits and conferences.
Exhibit C Detailed Scope of Work Page I C2
• Final (90%) Design Progress Meeting: The ENGINEER will attend two (2) design review meeting with the
OWNER that will include site visits and conferences.
• One (1) additional meeting for miscellaneous purposes: It is understood by the parties that the ENGINEER
will attend additional meetings as needed to complete the Project.
• Monthly coordination meetings, including meetings between the ENGINEER and its Sub-Consultants.
• For budgetary purposes, all meetings are assumed to include three (3) personnel from the ENGINEER in
attendance.
Task 3 —MoDOT Coordination
The ENGINEER will lead all coordination efforts with MoDOT and will invite the OWNER to all meetings. It is
anticipated that there will be two (2) meetings with MoDOT to review and discuss the project. Coordination efforts
include:
• Project Pre-Design meeting to discuss contacts, design requirements, project concerns, and project concept.
• Submitting Traffic Study Report and correspondences regarding study. Meetings with MoDOT in regard to
the Traffic Study are completed under a separate task item in this agreement.
• Correspondences regarding preliminary design and submitting Preliminary (30%) plans, review by MoDOT,
and ENGINEER responses to comments.
• Correspondences regarding right-of-way design plans and submitting Right-of-Way (60%) plans, review by
MoDOT, and ENGINEER responses to comments.
• Attend one (1) Right-of-Way (60%) Design Progress Meeting
• Correspondences regarding final design and submitting PS&E (Plans, Specs, & Estimate) (90%) plans, review
by MoDOT, and ENGINEER responses to comments.
• Submitting Contract Documents (100%) plans.
• Meetings and correspondences regarding retaining walls under Highway 9 for the trail and sidewalk are
completed under a separate task item within this agreement.
• For budgetary purposes, all meetings are assumed to include three (3) personnel from the ENGINEER in
attendance.
Task 4 — Franchise Utility Coordination
The ENGINEER will conduct two (2) joint utility meetings. It is assumed five (5) separate utilities are on-site that will
need to be coordinated.
• The first joint utility meeting will be to advise the utility of the nature and extent of the proposed improvements
and solicit mapping and input from the utility to develop an understanding of the order of magnitude and
limitations of their facilities located within the project corridor.
• The second joint utility meeting will be to discuss the proposed relocation plan of each utility. The ENGINEER
shall document all communications and correspondences with each utility company and share with the
OWNER prior to the start of the Final Design.
• For budgetary purposes, it is assumed that three (3) personnel from the ENGINEER will be in attendance.
The ENGINEER will review up to five (5) separate utility relocation plans and provide comments on these plans as it
relates to the relocation plans and moving of utilities to avoid conflicts with the proposed improvements.
Additional utility coordination meetings shall be approved by the OWNER and will be documented and paid on an
hourly basis at the hourly rates shown in Exhibit 'B' of this agreement.
Task 5 — Public Outreach
This task will include:
• Project Information Meetings
o Project Information Meetings with the public will not be performed as part of this project.
• The ENGINEER will provide the OWNER with schematics and display materials that the OWNER will share via
the OWNER'S own outreach methods, such as social media, newsletters, and Reaching Riverside events.
Exhibit C Detailed Scope of Work Page C3
o The ENGINEER will prepare computer aided schematics and display materials for the OWNER. It is
expected that the ENGINEER will deliver materials twice throughout the design of the project.
Task 6 — USACE/Levee District Coordination (R-QBLD) and Meetings
This task will include:
The ENGINEER will conduct the following meetings with R-QBLD:
a. Pre-Submittal Meeting (includes attendance at R-QBLD Board Meeting)
b. Over-the-Shoulder Review Meeting
c. Final Plan Meeting
The Pre-Submittal meeting will be at the R-QBLD monthly Board meeting. The purpose of the pre-submittal meeting
will be to discuss the River-way Blvd modifications with the Board and provide a geotechnical boring plan showing
borings (and depth) to be taken within the River-way project area.
The Over-the-Shoulder meeting will be conducted after preliminary design. The purpose of the over-the-shoulder
meeting is to show design elements to the R-QBLD and United States Army Corps of Engineer (USACE) to get
feedback on any design concerns and solutions that satisfy those concerns before getting too far into design.
The Final Plan meeting will be conducted after 90% plan submittal has been provided to and reviewed by the R-QBLD
and USACE. The purpose of this meeting is to review all comments provided by R-QBLD & USACE and confirm all
comments are being addressed.
The ENGINEER will provide all exhibits, analysis, and information necessary for R-QBLD and USACE approval. For
budgetary purposes, an estimated 20 hours for a licensed PE are expected for this approval.
Three (3) meetings are planned as part of this process. Additional meetings can be conducted as necessary based on
ENGINEER's hourly rates.
Deliverables:
• Progress Reports and Invoices
• Pre-Design Meeting minutes
• Traffic Study Review Meeting minutes —Two meetings
• Preliminary (30%) Design Progress Meeting minutes —Two meetings
• Right-of-Way (60%) Design Progress Meeting minutes —Three meetings
• Final (90%) Design Progress Meeting minutes —Two meetings
• One Miscellaneous Progress Meeting minutes
• MoDOT meeting minutes—Two meetings
• Utility Relocation Plan comments — Five utility plan reviews
• Joint Utility Meeting minutes—Two meetings
• Public Display (One Display) and Schematics materials for OWNER'S outreach — One submittal
• USACE /Levee District Coordination (R-QBLD) meeting minutes —Three meetings
B) Phase 2—Survey and Data Collection
The ENGINEER shall perform field and office tasks required to collect topographic information deemed necessary to
complete the Project. The OWNER shall provide aerial photographic information and other available mapping of the
Project area. The specific supplemental tasks to be performed include the following:
Task 1 — Project Control
This Task is performed as part of the River-way Boulevard Improvements —Survey Agreement (Task 5 of Agreement for
Engineering Services dated June 1, 2021). Complete.
Exhibit C Detailed Scope of Work Page C4
Task 2 —Topographic Survey
This Task is performed as part of the Riverway Boulevard Improvements —Survey Agreement (Task 5 of Agreement for
Engineering Services dated June 1, 2021). Complete.
Task 3 — Utility Survey
This Task is performed as part of the Riverway Boulevard Improvements—Survey Agreement (Task 5 of Agreement for
Engineering Services dated June 1, 2021). Complete.
Task 4 — Property Ownership Research
This task will be completed by the OWNER and includes ordering the property titles.
Task 5 — Right-of-Way Survey
This Task is performed as part of the Riverway Boulevard Improvements —Survey Agreement (Task 5 of Agreement for
Engineering Services dated June 1, 2021). Complete.
Task 6 — Project Base Map
This Task is performed as part of the Riverway Boulevard Improvements—Survey Agreement (Task 5 of Agreement for
Engineering Services dated June 1, 2021). Complete.
Task 7 — Public Notice of Project
This task will be completed by the OWNER.
Task 8 — Preparation of Acquisition Plats and Legal Descriptions
This task is to be completed via amendment or separate agreement.
Task 9 — Right-of-Way/ Easement Staking
This task is to be completed via amendment or separate agreement.
Task 10 —Soil-Boring Location Survey
The ENGINEER will work with the Geotechnical Boring Subcontractor to staking the locations of each boring.
C) Phase 3—Environmental Investigation
Task 1 — Request for Environmental Review Form
The ENGINEER shall submit a Request for Environmental Review (RER) form to MoDOT. Upon reviewing the RER,
MoDOT will advise which environmental permits are required. Environmental tasks to be completed will be via
Amendment to this agreement as tasks are unknown at time of this agreement.
Deliverables:
• Completed RER form via MoDOT's online portal.
D) Phase 4—Traffic Study
The ENGINEER will hire Sub-Consultant Merge Midwest Engineering to perform the Traffic Study. The Scope of the
Traffic Study is outlined in Exhibit 'B' of this agreement.
Deliverables:
Draft and Final Traffic Study Report
E) Phase 5—Preliminary Design (30%)
Complete preliminary design layout for the proposed improvements. The primary focus will be on development of
roadway geometrics, identify existing and proposed utility locations, identify existing and proposed right-of-way needs,
and develop a general staging concept to construct the improvements. The work to be performed by the ENGINEER
under the Preliminary Design Phase shall consist of the following tasks:
Exhibit C Detailed Scope of Work Page I C5
Task 1 —Develop Design Criteria
The ENGINEER will summarize and submit to the OWNER design criteria used to develop the project. The
ENGINEER shall design the Project in conformity with the latest MoDOT standards, specifications, drawings, and KC
Metro Storm Drainage BMP Manual. The design shall also adhere to state and federal design criteria appropriate for
the Project, the current version of the Manual on Uniform Traffic Control Devices (MUTCD), the City's Ordinances,
and the current version of the Missouri Standard Specifications for State Road and Bridge Construction with Special
Provisions, and with any necessary Project Special Provisions with the rules and regulations of the Federal Highway
Administration pertaining thereto. The criteria to be addressed include:
• Functional classification and design type
• Design speed and Regulatory speed
• Design vehicle for intersection and roundabout design
• Widths of travel lanes, parkways, and right-of-way
• Preferred and Acceptable Clear Zone
• Provisions for pedestrians and/or bicycles
• Street lighting requirements
• Utility corridor locations
Prepare a brief technical memorandum documenting the proposed criteria. The memorandum will be reviewed,
revised, and approved by the OWNER prior to proceeding with subsequent tasks.
Task 2 — Develop Typical Sections
Develop typical sections for the Riverway Boulevard (assume three (3) typical sections), Riverside Street (assume two
(2) typical sections), and the Highway 9 On-Ramp (assume one (1) typical section. This task includes lane widths,
curb section/type, sidewalk/shared use path widths, right-of-way widths, pavement types, and clear zones. The
ENGINEER will coordinate with the OWNER'S complete street ordinance and design the typical sections per the
ordinance. This task does not include pavement and subgrade design. This task also includes identifying potential
storm sewer and other utility locations in the development of the typical sections. Detailed design calculations and
capacity analysis for storm sewer is not included as part of this task.
Task 3 — Develop Preliminary Geometrics
The ENGINEER will develop up to two (2) roadway geometric options for Riverway Boulevard between Highway 9 and
NW Platte Drive, including Highway 9 ramps. This includes intersection return radii, sidewalk locations, roundabouts
(assuming only two (2)), site modification to properties in Riverside Business Park, and driveway locations for the
project. Included as part of this task is turning design vehicle templates at the intersections and roundabouts. These
options will include coordination with drainage & landscape architect concepts. Design options will be provided in a
format of 2D plans, sections and design sketches, and 3D renderings as necessary, to convey design intent for
OWNER approval. It is assumed that design and reconstruction of the on-ramp onto Highway 9 as detailed in the
MoDOT typical ramp interchange section (Drawing 203.40G) is not expected nor included in this agreement.
Task 4 — Develop Horizontal Alignments
Develop horizontal alignments for the mainlines and connecting roadways. The alignment will be developed based
on the technical memorandum summarizing the design criteria. This task assumes one (1) horizontal alignment for
Riverway Boulevard, NW Riverside Drive, and Highway 9 On-ramp, each.
Task 5 — Preliminary Drainage Analysis
Review record plans and previous projects to inventory existing stormwater system and establish existing drainage
patterns. Field located stormwater structures and measure pipe sizes outside of the vicinity of the project limits to
incorporate into hydraulic model. Complete preliminary hydraulic analysis of the drainage basin. Quantify
stormwater runoff for the 5-yr, 10-yr, 50-yr, and 100-yr recurrence intervals. Review preliminary analysis with
OWNER and identify potential deficiencies. Review and determine capacity improvements to take forth into
preliminary and final design. One (1) option will be developed.
The ENGINEER will investigate the hydraulics and hydrology of the impacted area (contributing drainage area and
immediate project limits) and design concept green infrastructure improvements to treat stormwater quality volume
that could be fit within the available space in the project limits (street corridor, roundabouts, on the dry side of the
levee and the ROW between the highway and the road). Depending on the hydrologic investigation findings, the
Exhibit C Detailed Scope of Work Page C6
option could include wetlands, wet or dry basins, rain gardens and/or bioswales. Concept BMP's will be designed so
as not to impact the existing levee system.
The ENGINEER shall inspect and evaluate structural integrity and hydraulic capacity of the existing pipe culverts under
Riverway Boulevard north of Highway 9 and under Riverway Boulevard south of Highway 9. A memorandum will be
developed to outline the existing condition of the culverts and, if necessary, what improvements are needed for the
culverts.
Task 6 —Preliminary Design Exhibit
Prepare preliminary design exhibit that will consist of a full-size aerial strip map that shows the major project features.
Include new roadway features, driveway locations, sidewalk locations, water main locations, storm sewer locations,
sanitary sewer locations, property lines, property ownership, anticipated right-of-way needs, changes in accesses, and
major structure locations.
Task 7— Preliminary Staging Plan Exhibit
Prepare high-level overview of anticipated staging necessary to construct the project. Identify the number of major
stages and how traffic, utility service, and property access will be maintained during construction. Document any
special consideration that public or private utilities will require during construction. Prepare memorandum that
documents staging constraints, anticipated construction effort, and any special considerations that will be
incorporated into the preliminary and final design.
Task 8 — Preliminary Landscape Architectural Design
The ENGINEER will develop up to three (3) design options for beautification approach for Riverway Boulevard
between Highway 9 and NW Platte Drive. Included in these options will be various landscape enhancement concepts
throughout the right-of-way, including concepts at each of the roundabouts. Design options will be provided in a
format of 2D plans, sections and design sketches, and 3D renderings as necessary, to convey design intent for
OWNER approval.
The ENGINEER will prepare exhibit drawings illustrating these design options and present the options to the OWNER.
Task 9 — Retaining and Screening Walls and Structural Review of Highway 9 Bridge Berms
The ENGINEER will review the need for two (2) retaining walls behind the bridge piers to accommodate a sidewalk
and/or trail along Riverway Boulevard. The retaining walls are assumed to be concrete cantilever retaining walls. If a
different type of wall is required, this will be completed via amendment or separate agreement. This task includes
coordination with MoDOT on the construction of retaining walls under the Highway 9 bridges as well as structural
reviews with replacing the concrete berms with rip rap. A slope stability analysis will need to be performed.
The ENGINEER will design two (2) options for decorative rip rap under the Highway 9 bridges, if rip rap is deemed
feasible. These options are conceptual only.
The ENGINEER will design a screening wall along the south side of the Riverside Boulevard/NW Tullison Road
roundabout that will shield the view the sewer pump station. If the wall is not feasible due to underground utilities,the
ENGINEER will review plantings to be used in lieu of a wall.
The ENGINEER will provide any uplift, under seepage or other calculations required as part of the review from the
Riverside Quindaro Bend Levee District (R-QBLD) & United States Army Corps of Engineers (USACE) will be
completed and submitted. This includes retaining walls under Highway 9 and screening wall, if selected as a design
option.
Task 10 —Order of Magnitude Opinion of Probable Costs
The ENGINEER will develop an initial "order of magnitude" opinion of cost for up to two (2) options included in the
Preliminary Design. These opinions are not intended to a detailed estimate. The intent is to provide a general idea of
which options are more costly than others, and to identify anticipated factors affecting the cost-effectiveness of each
option to assist in the evaluation of these alternatives.
Exhibit C Detailed Scope of Work Page I C7
Task 11 —Submit Preliminary Plans to MoDOT, Riverside Quindaro Bend Levee District (R-QBLD), and the City
The ENGINEER will prepare a cover letter for the submittal. The exhibits and cover letter will be submitted to
MoDOT, RQBLD, and the OWNER.
Deliverables:
• Draft and Final Design Criteria Technical Memorandum.
• Preliminary Design Exhibit showing, typical sections, and up to two (2) geometric, alignment, and three (3)
stormwater storage/green infrastructure layouts.
• Preliminary Drainage Analysis
• Technical memorandum of existing conditions of two culverts and recommendation of improvements
• Preliminary Staging Layout and Memorandum
• Landscaping Architectural Design Options (up to three (3) options)
• Screening Wall Options (up to three (3) options)
• Rip Rap Options (up to two (2) options)
• Order of Magnitude Opinion of Probable Costs (up to two (2) options)
• Cover Letter with submittal of preferred design option
F) Phase 6—Geotechnical Investigation and Engineering
The ENGINEER will coordinate with drilling and testing Sub-Consultant for field work. Drilling,testing,and geotechnical
report services will be provided by Sub-Consultant Alpha-Omega Geotech. These services will be in general
accordance with the standard specifications for subsurface investigations and design and the scope is outlined in Exhibit
'B' of this agreement. This task includes the necessary field and office services to provide a geotechnical report for the
Project.
Task 1 —Soil Boring Layout
The ENGINEER will layout out the proposed soil boring locations along Riverway Blvd, Highway 9 on-ramp, NW
Riverside Road extension, culvert extension/replacement locations, and other locations as deemed necessary by the
Geotechnical Engineer. The soil boring layout will be approved by the OWNER prior to drilling operations.
Task 2 — Drilling and Laboratory Testing
This task involves completing the following borings and depths in accordance with the proposal from the drilling
subconsultant attached to this scope.
The purposes of the soil borings include determination of existing pavement sections, roadway/utility design, moisture
contents, groundwater levels, laboratory testing, and engineering analysis. The borings will include all City and State
required traffic control measures including coordination, permits, and arranging a utility locate through Missouri One
Call. The backfilling of the boreholes will be performed following the borings and meet City and State requirements.
The subsurface exploration will include laboratory testing for engineering analysis and pavement design.
Task 3 - Geotechnical Analyses
The Engineer will perform the required geotechnical analyses as the roadway and structural design progresses. The
analyses will comprise of the following sub tasks:
• Slope stability analyses as needed on areas of fill or cut exceeding 10 feet.
• Settlement analyses as needed on areas of fill exceeding 10 feet, under culvert locations and at locations
where soil borings indicate presence of soft (SPT N < 5 blows per foot) cohesive soils under an embankment
in fill.
• Slope stability, external stability and settlement analyses for retaining walls under the bridges.
• Lateral analyses on walls, if needed.
Task 4 —Geotechnical Report
The results of the field and laboratory programs will be evaluated by a professional geotechnical engineer. Based on
the results of our evaluation, an engineering report will be prepared and include the following information:
• A summary of the subsurface profile, including groundwater and bedrock depths, if encountered
Exhibit C Detailed Scope of Work Page ( C8
• Soil Boring Logs
• Recommendations including the following:
o Soil parameters and design and construction recommendations for the proposed retaining walls and
screening wall;
o Re-use of onsite soils as fill and backfill;
o Dewatering and excavation recommendations;
o Subgrade preparation recommendations for the proposed culverts, roundabouts, Riverside Drive
extension, and Riverway Boulevard reconstruction.
Deliverables:
• Draft and Final Soil Boring Layout
• Soil boring information and existing pavement information —By Sub-Consultant
• Laboratory testing results— By Sub-Consultant
• Geotechnical Report—By Sub-Consultant
G. Phase 7 - Right-of-Way(60%) Design Phase
The ENGINEER will perform design services with primary focus on geometric plans and profiles, existing and
proposed utility locations, and right-of-way requirements. Incorporate potential elements that may affect the corridor
improvements, including property impacts, construction staging, and traffic control operations. The preparation of
Right-of-Way design plans depicting the proposed grading, drainage, paving, signing, utility relocation, and other
features of the project.
The work to be performed by the ENGINEER under the Right-of-Way Design phase will consist of the following tasks:
Task 1 —Right-of-Way Roadway Geometrics
Refine roadway geometrics for the project based on the preferred preliminary design alternative and approved design
criteria.
Task 2 — Right-of-Way Horizontal Alignments and Vertical Profiles
Utilizing the preliminary geometric layout, refine horizontal alignment and develop vertical profiles for Riverway
Boulevard, NW Riverside Road, Highway 9 On-Ramp, and no more than 500 feet of the connecting roadways to the
NW Tullison Road roundabout and the NW Platte Road/Drive roundabout. The alignments and profiles will be
developed based on the technical memorandum summarizing the design criteria. It is assumed that design and
reconstruction of the on-ramp onto Highway 9 as detailed in the MoDOT typical ramp interchange section (Drawing
203.40G) is not expected nor included in this agreement.
Task 3 —Storm Sewer and Stormwater Storage Design
Develop storm sewer system layout plan and profile, culvert plan and profile (it is assumed for estimating purposes the
culverts will need to be extended) and stormwater storage design based on KCMetro design standards. Resolve
potential conflicts with underground utilities and other design elements.
Develop green infrastructure/BMPs along the corridor as decided up on during Preliminary (30%) design.
Task 4 — Roadway Lighting Photometric and Electrical Design
This task consists of selection of lighting poles and fixture types, design and drawing preparation of a preliminary
layout, preparation of photometric analysis and reports. This task does not include any electrical circuit design. The
ENGINEER will work closely with the OWNER and utility company (Evergy) to ensure that the proposed lighting system
is compatible with the overall project design, and that it will meet the needs of the OWNER. It is assumed that
standard poles (non-decorative) will be used on this project. The ENGINEER will provide Evergy CAD files. OWNER
will fill out the application, if necessary.
Exhibit C Detailed Scope of Work Page I C9
Task 5 — Preliminary Access and Site Development Modifications Design
Develop preliminary design layout for access and site development modifications. Analyze effect the proposed
improvements will have on drainage, grades, and on-site circulation patterns, and site parking. For estimating
purposes, it is assumed the three (3) properties will need site modification to account for the extension of NW
Riverside Drive. These properties are: 003-016.001, 008-010.000, and 008-011.000.
Task 6— Utility Conflict Identification
The ENGINEER will identify utility conflicts based upon preliminary design layout and develop a tabulation with plan
sheet exhibits for the purpose of working through conflict resolution. This task includes storm sewer, water main,
sanitary sewer, and all private utilities including gas, electric, and communications. This task does not include design
relocations of water main or sanitary sewer due to conflicts.
Task 7— Landscape Architectural Design
Based on review comments received and discussions during coordination meetings, the ENGINEER will advance to
60% level the related landscape, hardscape, grading, roundabout feature lighting and circuiting, signage, and site
amenity improvements to serve the project area. This task also includes lighting and circuiting along the proposed
south screening wall (to screen the existing lift station) located at the south side of the NW Tullison Road/Riverway
Boulevard roundabout.
Task 8—Construction Staging Plan Development
The ENGINEER will develop a preliminary traffic control concept to indicate how the project will generally be
constructed and traffic will be maintained during construction. The construction staging plan will take into
consideration all elements of construction including roadway, storm sewer, culvert, and property access and private
utility relocations. With review and acceptance by the OWNER, the concepts developed in Right-of-Way plans will
serve as the basis for preparing the final traffic control plan in Final design.
Task 9 —Acquisition Requirements Identification
The ENGINEER will identify permanent right-of-way and permanent/temporary easement needs based on the
preliminary design development. The requirements will take into consideration proposed utilities, construction staging
and access, utility relocations, and other critical construction elements.
Task 10— Right-of-Way Plan (60%) Development
Upon completion of the Right-of-Way plans, the design plans will be approximately 60% complete. The work to be
performed by the ENGINEER under Right-of-Way Plan Development will consist of the following tasks:
Title Sheet
t
This task consists of assembling the title and general information sheets. The title sheets will include the following:
Index of Sheets, Legend, Location Map, Project Number, and Design Traffic data.
Typical Cross Sections
This task consists of assembling the typical cross sections to be used for the proposed improvements as well as a
preliminary determination of the limits that each Typical Section will apply. The typical cross sections will include,
but not be limited to, typical sections for the proposed grading, drainage, and paving improvements.
The ENGINEER shall utilize the designed pavement and subbase as detailed in the Geotechnical Report.
Pavement bid alternates are not included.
Mainline/Side Road Plan and Profiles
This task consists of the development of plan and profile sheets that will show the existing topography along with
the proposed improvements for Riverway Boulevard, Riverside Street, Highway 9 On-Ramp, and no more than
500 feet of the connecting roadways to the NW Tullison Road roundabout and the NW Platte Road/Drive
roundabout. Proposed right-of-way and construction easement limits based on the construction limit lines will be
Exhibit C Detailed Scope of Work Page 1 C10
shown. Included will be the necessary CADD work to show the preliminary design features of the proposed
improvements.
Coordinate Point Listing (Survey) Sheets
This task includes reference ties, benchmarks, and horizontal control tabulations for all alignments. Coordinate
points to be completed in Final Design.
Traffic Control and Staging
This task includes the development of a suitable plan for construction scheduling and staging of the Project and
for traffic control measures to be implemented during construction. Staging plan will include provisions for
maintain access to adjacent properties during construction. The plan sheets will include construction staging
sections and high-level plan exhibits. For estimating purposes, it is assumed that Riverway Boulevard, intersection
of Riverway Boulevard and NW Platte Road/Drive, the intersection of Riverway Boulevard and NW Tullison Road,
and adjacent Highway 9 ramps to Riverway Boulevard will be closed and traffic will not be maintained during
those portions of construction. However, these portions of construction are assumed to not occur all at the same
time and will be staged to allow for access to businesses.
Signing and Pavement Marking
This item consists of final design of permanent pavement markings and traffic signing plans.
Storm Sewer Plan and Profiles and Stormwater Storage Plan
This task includes the development preliminary plan and profile sheets for storms sewer. This task also includes
the development of the stormwater storage plan within the project corridor.
This task includes the preliminary design of the plan and profile of the culvert under Riverway Boulevard north of
Highway 9 and under Riverway Boulevard south of Highway 9. It is assumed for estimating purposes, the culverts
will need to be extended. If the culverts will need to be removed and replaced, this task will be amended via an
agreement amendment for design work to replace the culvert(s).
A new culvert under extended NW Riverside Drive, west of Riverway Boulevard, and a new culvert under the new
Highway 9 on-ramp will need to be designed.
The ENGINEER will provide results from hydraulic and hydrologic modeling and refined calculations for
stormwater quality volume to be treated with proposed BMP's along with preliminary grading plans showing
impacts.
Preliminary Traffic Signal Design
If necessary based on the Traffic Study, based on KC Metro traffic signal requirements and standards and the
Manual on Uniform Traffic Control Devices (MUTCD), the ENGINEER shall prepare signal design for the Riverway
Blvd and NW Riverside Drive, north of Highway 9 and south of NW Platte Road/Drive.
ENGINEER will coordinate with City staff to establish various details of the design. Various details include type of
vehicle detection, adaptive system features, pedestrian considerations, fiber optic communication,
interconnection, and other miscellaneous design considerations.
Signal designs will illustrate proposed signal hardware, signal pole locations, traffic signal controller cabinet,
electrical service, signal heads, pedestrian heads, push buttons, pull boxes, signal conduits, signal cables,
luminaire locations, CCTV cameras, detection apparatuses, emergency vehicle preemption, and battery backup
systems. Preliminary traffic signal plan sheets would include:
• Note and legend sheet
• Signal layout sheet
• Signal wiring diagram sheet
Exhibit C Detailed Scope of Work Page I C1 1
• Signal phasing sheet
If the traffic study deems a traffic signal is not required but control intersection with signage is only necessary at
the Riverway Boulevard and NW Riverside Drive intersection, then a fee of$8,000 for this work will be credited
back to the OWNER. However, if a roundabout is used at the intersection, a credit will not be given to the
OWNER due to the additional design effort to design roundabouts.
Lighting and Electrical Plans
This task consists of development of preliminary lighting layout plan sheets showing photometric analysis.
Removal Plans
This task consists of development of the preliminary layout of the project removal plan.
Sidewalk/Trail Plans
This task consists of the development of preliminary curb ramp layout in accordance with Public Right-of-Way
Accessibility Guidelines (PROWAG) requirements.
Landscaping Plans
This task includes the advancement to a 60% plan level of the related landscape, hardscape, grading,
roundabout feature lighting and circuiting, signage, and site amenity improvements to serve the project area.
Additionally, this task includes lighting along the south screening wall at the NW Tullison Road/Riverway
Boulevard roundabout and wayfinding signage near or within the Riverway Blvd/NW Tullison Rd roundabout.
Retaining Walls and Screening Wall
This task includes the design of the plan and profile of two (2) retaining walls under the Highway 9 bridges to
accommodate sidewalk and/or trails adjacent to Riverway Boulevard. The retaining walls are assumed to be
concrete cantilever retaining walls. If a different type of wall is required, this will be completed via amendment or
separate agreement.
This task includes the design of the plan and profile of a screening wall along the south side of the NW Tullison
Road and Riverway Boulevard roundabout to screen the lift station. A gate will be included with the wall and is
expected to be constructed out of wood or similar material. If a wall is not feasible due to underground utilities,
then landscaping to screen the adjacent property will be designed in lieu of the screening wall. Survey will be
used to determine if a screening wall can be designed.
Highway 9 Bridge Slope Rip Rap Replacement
This task includes the design of replacing the existing rip rap with new concrete for the slopes under the Highway
9 Bridges. However, if slope stability allows and decorative rip rap can be used instead of concrete, the
ENGINEER will design one (1) decorative rip rap under the Highway 9 bridges, if rip rap is deemed feasible.
Cross Sections
This task consists of the design and drafting associated with the assembly of detailed cross sections (25-foot
increments) to illustrate typical sections, drainage designs, and non-typical conditions as needed for guidance
during design, review and quantity estimating purposes.
Task 11 —Right-of-Way Plans Field Check Review
A field review will be held with the Project Development Team to discuss key issues and design concepts, including
drainage, access control, traffic control/stage construction, and right-of-way. The review will determine the
completion of the plan design, identify needed adjustments to minimize potential property impacts, and confirm the
proposed staging plans. Revisions will be noted for preparation of the Final Design. Completion of the field review
will allow preparation for Final Plans.
Exhibit C Detailed Scope of Work Page I C12
Task 12 — Right-of-Way Plans Opinion of Probable Construction Costs
The ENGINEER will prepare a right-of-way plans opinion of probable construction costs for the project. The
ENGINEER will make recommendations pertaining to modifications in the Project to address budgetary concerns.
Right-of-Way plan submittal cost estimates will be based on representative major elements and recent bid
information.
Task 13 —Quality Control
Involve ongoing quality control input from the Project Team and the design engineer's senior technical staff
throughout the development of the right-of-way plans. The design engineer is responsible for making specific
recommendations and ensuring that critical issues are discussed and resolved prior to submittal of the right-of-way
plan set to the Project Team.
Task 14 —Submit Right-of-Way Plans to MoDOT, Riverside Quindaro Bend Levee District (R-QBLD), and the City
The ENGINEER will prepare a cover letter for the submittal. The plans and cover letter will be submitted to MoDOT,
RQBLD, and the OWNER.
Deliverables:
• Lighting Photometric Report
• Right-of-Way (60%) Design Plan Set
• Field Review Meeting minutes
• Opinion of Probable Construction Costs
• Cover Letter with submittal of Right-of-Way Plans
H) Phase 8 - Final (90%) Design Phase
Based upon approved Right-of-way design, field review, agency comments, and project meetings, the ENGINEER
shall subsequently proceed with final design, contract drawings, specifications, and opinion of probable construction
cost for the award of a single Contract for the construction of the proposed improvements. Comments received from
the Right-of-Way Pans Design Phase plans will be implemented in the Final Design Phase plans. The work tasks to be
performed include the following:
Task 1 — Final Plan (90%)
Title Sheet
This task consists of assembling the title and general information sheets. The title sheets will include the following:
Index of Sheets, Legend, Location Map, Project Number, and Design Traffic data.
Typical Cross Sections
This item consists of final design and drafting of typical cross sections and standard details to be utilized for the
improvements.
Quantities and General Information
This item consists of final bid items to be included in the Project, as well as final quantity tabulations, and the
development of the general notes.
Mainline/Side Road Plan and Profiles
This item consists of the final design and drafting of roadway plan and profile sheets for Riverway Boulevard,
Riverside Street, Highway 9 On-Ramp, and no more than 500 feet of the connecting roadways to the NW
Tullison Road roundabout and the NW Platte Road/Drive roundabout. This task also includes the detail
information required for plan approvals, permitting, and construction of the proposed improvements. This task
also consists of the final design and drafting for the installation of new utilities and utility adjustments that can be
determined from coordination with the utility companies at the time of the design. It is assumed that design and
Exhibit C Detailed Scope of Work Page I C13
reconstruction of the on-ramp onto Highway 9 as detailed in the MoDOT typical ramp interchange section
(Drawing 203.40G) is not expected nor included in this agreement. The limits of the on-ramp correspond to
those shown on the schematic in Exhibit B of this document.
Temporary Pavement Plan and Profiles
This item consists of the final design and drafting of one (1) temporary roadway pavement plan and profile sheets
to allow for construction staging of the project.
Coordinate Point Listing (Survey) Sheets
This item consists of finalizing the plan control points and benchmark data used to develop the plans and to be
preserved throughout construction of the project. This item includes reference ties, benchmarks, and horizontal
control information for all alignments.
Right-of-Way Information Sheets
This item includes finalizing right-of-way sheets showing the existing right-of-way, proposed right-of-way,
permanent easement, and temporary easement information in relation to the proposed centerline, control points,
and property ownership.
Traffic Control and Staging
This item consists of final design and drafting of the traffic control and staging of the Project.
Signing and Pavement Marking
This item consists of final design of permanent pavement markings and traffic signing plans.
Geometric, Staking, and Jointing
This item consists of the final design and drafting of jointing details, spot elevations, and geometric layouts for all
non-typical pavement areas. This item also includes edge profiles for major side road returns.
Storm Sewer Plan and Profiles and Stormwater Storage Plan
This item consists of final design and drafting of storm sewers, storm sewer inlets, manholes, open ditches,
culverts (under Riverway Boulevard north of Highway 9, under Riverway Boulevard south of Highway 9, and under
NW Riverside Drive east of Riverway Boulevard), and other storm drainage related facilities for the Project. This
task also includes finalizing the stormwater storage plan within the project corridor. It is assumed for estimating
purposes, the culverts will need to be extended. If the culverts will need to be removed and replaced, this task will
be amended via an agreement amendment for design work to replace the culvert(s).
A new culvert under extended NW Riverside Drive, west of Riverway Boulevard, will need to be designed.
The ENGINEER will provide final design of BMP's including proposed vegetation, erosion control, stormwater
quality volume to be treated, pipes and structures for inlets /outlets/ pre-treatment, and final grading plans.
Final Traffic Signal Design
This item consists of the final design and drafting of the permanent traffic signal at the intersection of Riverway
Boulevard and NW Riverside Drive extension. Included in this task will be the signal layout plans, wiring
diagrams, major equipment designations, poles and mast arm data, signal heads, quantities, special provisions,
and other elements of the traffic signal installations, as necessary, to accommodate the roadway design, and
proposed phasing and operations of traffic signals. Final traffic signal plans would include:
• Note and legend sheet
• Bill of materials sheet
• Signal layout sheet
• Signal wiring diagram sheet
• Signal phasing diagram
Exhibit C Detailed Scope of Work Page 1 C14
• Quantity sheets
• Detail sheets
Coordinate with City staff on preparation of special provision, if one is needed for this specific project. Prepare
engineer's opinion of probable construction costs for the traffic signal installation.
If the traffic study deems a traffic signal is not required but control intersection with signage is only necessary at
the Riverway Boulevard and NW Riverside Drive intersection, then a fee of $8,000 for this work will be credited
back to the OWNER. However, if a roundabout is used at the intersection, a credit will not be given to the
OWNER due to the additional design effort to design roundabouts.
Lighting and Electrical Plans
This task includes final photometric plan and locations of poles on project plan drawings. Circuit design, utility
service locations, equipment location, and bill of materials to be provided by utility company is not included as
part of this scope of services.
Removal Plans
This item consists of final design and drafting of final removal plan sheets.
Sidewalk/Trail Plans
This item consists of developing final curb ramp layout in accordance with PROWAG. Finalize ramp geometric
configuration, transitions between sidewalks and driveways, calculate horizontal curb openings, cross slopes,
running slope, and label sidewalk width and passing space within the corridor.
Erosion Control and Surface Restoration Plans
This item includes the final design and drafting of erosion control measures and surface restoration to be
provided on the Project.
Landscaping Plans
This item includes the final design and drafting of landscaping plan sheets. This includes lighting of landscaping
and/or art within the roundabouts and along the south screening wall at the NW Tullison Road/Riverway
Boulevard roundabout and wayfinding signage near or within the Riverway Blvd/NW Tullison Rd roundabout.
Special Construction Details
This item consists of the final design and drafting of special project details not covered in other items. Included
are such items as special grading details, channel grading, special storm sewer or manhole details not included
in the standard drawings, special paving details, and other required miscellaneous details found to be required
for completion of the project.
Retaining Walls and Screening Wall
This task includes the design of the plan and profile of two (2) retaining walls under the Highway 9 bridges to
accommodate sidewalk and/or trails adjacent to Riverway Boulevard. The retaining walls are assumed to be
concrete cantilever retaining walls. If a different type of wall is required, this will be completed via amendment or
separate agreement.
This task includes the design of the plan and profile of a screening wall along the south side of the NW Tullison
Road and Riverway Boulevard roundabout to screen the lift station. A gate will be included with the wall and is
expected to be constructed out of wood or similar material. If a wall is not feasible due to underground utilities,
then landscaping to screen the adjacent property will be designed in lieu of the screening wall. Survey will be
used to determine if a screening wall can be designed.
Exhibit C Detailed Scope of Work Page 1 C15
Highway 9 Bridge Slope Rip Rap Replacement
This task includes the design of replacing the existing rip rap with new concrete for the slopes under the Highway
9 Bridges. However, if slope stability allows and decorative rip rap can be used instead of concrete, the
ENGINEER will design one (1) decorative rip rap under the Highway 9 bridges, if rip rap is deemed feasible.
Cross Sections
This item consists of the final design and drafting of individual cross-sections for the project. Cross sections will
be designed and drawn at 25-foot maximum intervals, with additional cross-sections included, as necessary.
Cross sections will show the existing ground elevations as well as the final project grading, include foreslope and
backslope information, ditches, pavement replacement, and other pertinent information.
Task 2 - Project Permitting
The ENGINEER will assist the OWNER in preparing applications for permits from governmental authorities and have
jurisdiction to approve the design of the project and participate in consultations with such authorities, as necessary.
The ENGINEER shall prepare the following documents for the Project:
• NPDES Stormwater Discharge Permit with Stormwater Pollution Prevention Plan
• Permit to MoDOT and/or Levee District Review
• City Floodplain permit
Any fees for construction permits, licenses, or other costs associated with permits and approvals shall be the
responsibility of the OWNER. The OWNER shall prepare and submit the permit applications and the ENGINEER will
prepare necessary documentation for the applications for permits.
Task 3 — Project Manual
This task includes the preparation of a Project Manual utilizing the OWNER provided front-end documents. The
ENGINEER will prepare the Technical Specifications and Bid Form in the Project Manual.
Task 4 —Opinion of Probable Construction Costs
The ENGINEER shall prepare a Final Opinion of Probable Construction Cost for the Project.
Task 5 —Quality Control
Involve ongoing quality control input from the Project Team and the design engineer's senior technical staff
throughout the development of the Final plans and Project Manual. The design engineer is responsible for making
specific recommendations and ensuring that critical issues are discussed and resolved prior to submittal of the Final
plan set and Project Manual to the Project Team.
Review the Final plan set for technical accuracy, as well as the general constructability and conformance with the
Project design criteria.
Task 6 —Submit Final Plans and Project Manual to MoDOT, Riverside Quindaro Bend Levee District, and the City
The ENGINEER will prepare a cover letter that details any significant changes to the design since the last submittal,
comments that were addressed, progress of the project, status of Environmental clearances, and outstanding issues.
The plans, cover letter, and Project Manual will be submitted to MoDOT, R-QBLD, and the OWNER.
Deliverables:
• Final (90%) Design Plan Set
• NPDES Stormwater Discharge Permit with Stormwater Pollution Prevention Plan
• MoDOT and/or Levee Permits
• City Floodplain Permit
• Draft Project Manual
• Opinion of Probable Construction Costs
• Cover Letter with submittal of Final Plans and Project Manual
Exhibit C Detailed Scope of Work Page J C16
I) Phase 9—Contract Documents (100%) Plans
The ENGINEER will coordinate and manage the final project submittals to MoDOT, RQBLD, and OWNER for the
project. The work tasks to be performed or coordinated by the ENGINEER will include the following:
Task 1 —Incorporate MoDOT, R-QBLD, and OWNER comments from Final Plans Submittal
The ENGINEER will respond to comments resulting from the Final review. Recommended modifications will be
incorporated into the plan set and Project Manual.
Task 2 —Contract Document Plan, Bid Book, and Job Special Provisions
The ENGINEER will submit Contract Document Plans and Project Manual to MoDOT, R-QBLD, and OWNER.
Deliverables:
• Contract Documents (100%) Design Plan Set
• Final Project Manual
• Final Opinion of Probable Construction Costs
• Cover Letter with submittal of Contract Documents
J) Right-of-Way Services (To be completed via Amendment or Separate Agreement)
Task 1 — Individual Parcel Exhibits
Task 2 — Preparation of Parcel Files
Task 3 —Appraisals and Compensation Estimates
Task 4 —Appraisal Review
Task 5 — Right-of-Way Negotiations/Acquisitions
Task 6—Closing
Task 7—Condemnation Services
III) PROJECT BIDDING PHASE (TO BE COMPLETED VIA AMENDMENT OR SEPARATE AGREEMENT)
A) Project Bidding
Task 1 — Printing Plans and Specifications
Task 2 —Notice of Project
Task 3 — Plan Clarification and Addenda
Task 4 — Letting, Bid Tabs, and Award Recommendation
IV)CONSTRUCTION PHASE SERVICES (TO BE COMPLETED VIA AMENDMENT OR SEPARATE AGREEMENT)
A) Construction Administration
Task 1 — Pre-construction Meeting
Task 2 —Shop Drawings Submittal Reviews
Task 3 —Site Visits
Task 4 —Weekly Progress Meetings
Task 5 — Pay Requests and Change Order Preparation
Task 6 — Final Inspections and Project Close-Out
Task 7— Record Drawings
B) Resident Project Representative
Task 1 —Construction Observation
Exhibit C Detailed Scope of Work Page I Cl 7
V) TIMELINE
The following is the estimated time frame for this project. All calendar days are estimated, subject to acceptance day with
the OWNER. If notice to proceed is given at a later date, time of completion may need to be extended accordingly.
Generally, the schedule for the Project is described as follows:
A. General Schedule
1. Notice to Proceed September 2023
2. Topographic Survey and Mapping Completed
3. Traffic Study Mid September 2023 —Mid November 2023
4. Preliminary (30%) Design Mid September 2023 —Mid January 2024
5. Preliminary Plan Submittal Mid January 2024
6. Right-of-Way (60%) Design January 2024 —June 2024
7. Environmental Review March 2024—September 2024
8. Right-of-Way Plan Submittal June 2024
9. Right-of-Way (60%) Comments to Consultant (OWNER Only) Mid July 2024
10. Final (90%) Design Mid July 2024 — November 2024
11. Property Acquisition July 2024 - March 2025
12. Final (90%) Plan Submittal Mid November 2024
13. Final (90%) Plan Comments to Consultant (OWNER Only) Early December 2024
14. Construction Documents Plan (100%) Submittal Early January 2025 (Assumes MoDOT
Comments Received)
15. Construction Documents Comments to Consultant Mid January 2025
16. Plans and Project Manual submittal to City Mid February 2025
1 7. Project Letting (Local) Early March 2025
18. Project Award Late March 2025
B. Schedule Delays
The ENGINEER shall not be responsible for delays in the schedule that are beyond the ENGINEER's control, including
review times of levee district and MoDOT. It is assumed the OWNER will have 1-week of review time.
VI)PROJECT ASSUMPTIONS
A. It is anticipated that project specifications will utilize MoDOT specifications, special provisions, and bid book. Plans
are not required to be in MoDOT workspace.
VII) ADDITIONAL SERVICES NOT INCLUDED IN THIS AGREEMENT
The following services are excluded from the basic services, but may be performed by the ENGINEER upon written
amendment to this agreement.
1. Subsurface Utility Investigation Test Holes.
2. Water Main (including valves, fixtures, hydrants, accesses, services, curb stops, etc.), Sanitary Sewer (including
manholes, services, etc.), and Fiber Optics (including junction boxes, etc.) Design. Additionally, this includes
horizontal and vertical relocations or adjustments of these utilities due to conflicts with the roadway, storm sewer,
culverts, traffic signals, trails, sidewalks, walls, and/or other Project related improvements.
3. Joint Utility Trench Design.
4. Septic system reconstruction plans.
5. Electrical power design (above or below ground).
6. Irrigation (lawn sprinkler) restoration plans or specifications.
7. Design or inclusion of KCMO Water Service Sanitary Sewer or Potable Water plans within the plan set.
8. Design beyond the limits shown on the schematic in Exhibit B of this document.
9. Media correspondences and public outreach planning documents.
10. Boundary retracement of existing lots to set missing monuments.
1 1. Preparation of Acquisition Plats and Legal Descriptions (to be negotiated at a later date).
12. Right-of-Way and Easement staking (to be negotiated at a later date).
Exhibit C Detailed Scope of Work Page I C18
13. Land purchase costs, closing costs associated with land acquisition, and costs associated with condemnation process.
14. Testing of any suspect environmental material, including but not limited to asbestos, radon, lead based paint, air
quality, or industrial waste.
15. Environmental Permits as required by MoDOT upon RER Review.
16. Environmental tasks beyond RER Review request.
1 7. Grant Administration.
18. Preparation of bidding or contract documents for alternate bid prices.
19. Right-of-Way Services, including Individual Parcel Exhibits, Preparation of Parcel Files,Appraisals and Compensation
Estimates,Appraisal Review, Right-of-Way Negotiations/Acquisitions, Closing, Condemnation Services (to be
negotiated at a later date).
20. Project Bidding phase services including printing plans and specifications, notice of project, plan clarification and
addenda, letting, bid tabs, and award recommendation (to be negotiated at a later date).
21. Construction phase serviced including construction administration and resident project representation (to be
negotiated at a later date).
22. Record drawings (to be negotiated at a later date).
23. Material testing services.
24. Preparing and submitting permit applications (excluding documentation for permits).
25. Other permits not indicated within this scope.
26. Any permit and publication fees associated with permit applications.
27. Project management and coordination tasks beyond that scheduled project completion period.
28. Special meetings and meetings not outlined in the Scope of Services.
29. Other services not specifically outlined in this Agreement.
Exhibit C Detailed Scope of Work Page 1 C19
Exhibit B for Task Order Number 11
Compensation(Hourly Not to Exceed)
Contract Type'
Section I—Project Description NA
Section II—Basic Services T&M
® A. Project Management and Coordination $ 87,700
® B. Survey and Data Collection $ 1,400
.....• _C...........Environmental Investigation......................................................................................................................................................................... $ 1,500
® D. Traffic Study $ 19,500
• E Preliminary(30%)Design Phase $ 118,300
• F Geotechnical lnveshgotion and Engineering__ _.__.. ..... ........................................................... $ 38,700
® G. Right-OF:Way(60.Design Phase $.._ 202,600
® H Final(90%f Design Phase $ 173,000
® l Contract Documents 000%)Plans $ 15,000
❑ J Right-of-Way Services $ 0
Section III-Project Bidding.Fhase NA
❑ _.._A...._......Project Bidding.................... $ 0
Section IV-Construction Phase Services NA
❑ A. Construction Administration $ 0
❑ B. Resident Project Representative........................................................................................................................................................._..._$....-..............................................._0._..-................................................................................-.._......
Total Project $ 657,700
*T&M=Time and Materials LS = Lump Sum FF=Cost Plus Fixed Fee TBD =To Be Determined NA= Not Applicable
FEE
The scope of services shall be completed under this authorization for an hourly-not-to-exceed fee of$657,700.City
of RIVERSIDE shall compensate McClure for these services,based upon hourly rates. Total fee includes services
of Merge Midwest and Alpha Omega Geotech.
EXHIBIT B
McCLURE ENGINEERING COMPANY MC C L U R E
HOURLY RATE SCHEDULE
(Effective 1/1/2023 through 12/31/2023)
PERSONNEL HOURLY RATE
Principal $270 - $295
Project Manager $185 - $230
Senior Professional $185 - $285
Professional $155 - $185
Junior Professional $125 - $155
Senior Technician $155 - $175
Technician $1 15 - $135
Landscape Architect $125 - $160
On-Site Representative $1 15 - $155
Client/Project Liaison $135 - $185
Administrative $65 - $85
Public Relations $1 15 - $150
3 Member Survey Crew $280
2 Member Survey Crew $210
1 Member Survey Crew $135
EQUIPMENT
3D Scanner per Scan $30.00
UAV per Flight $125.00
Sonar Boat $125.00
MISCELLANEOUS EXPENSES
Survey Vehicle Mileage $0.75/Mile + $0.15 fuel surcharge
Automobile Mileage (at current IRS rate) Current IRS Rate
Printing Per Contract
Survey Supplies (Hubs, Lath, Paint, Nails, etc.) Per Contract
Out-of-Pocket Expenses (Meals, Hotels, etc.) Per Contract
*Rates are subject to change based on billing rates for future years
Exhibit B McClure Hourly Rate Schedule Page I B1
Riverway / West Platte Improvements Exhibit B 1 0 .5 1 2
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MERGE Exhibit B
F. IMIDWEST
ENGINEERING
June 15, 2021
Greg Pfau, PLA LEED AP
Landscape Architect
McClure
1700 Swift Avenue, Suite 100
North Kansas City, MO 64116
SUBJECT Traffic Engineering Services
Riverway Boulevard Traffic Study
Riverside, Missouri
Dear Mr. Pfau:
As requested, Merge Midwest Engineering, LLC has prepared this letter proposal to
provide the requested traffic analysis for the Riverway Boulevard Improvements in
Riverside, Missouri.
SCOPE OF SERVICES
To complete the required traffic analysis, Merge Midwest Engineering, LLC will provide
the following services:
A. Obtain peak hour turning movement counts from 6:30-8:30 A.M. and from 4:00-
6:00 P.M. at the following intersections:
• Riverway Boulevard & NW Tullison Road
• Riverway Boulevard & EB MO-9 Ramps
• Riverway Boulevard & WB MO-9 On-Ramp
• Riverway Boulevard & West Platte Road
• West Platte Road & NW Business Park Lane
• NW Riverside Drive & West Platte Road
The peak hour counts will be collected and provided by Gewalt Hamilton
Associates, Inc. and processed through Miovision.
B. Obtain 24-hour average daily traffic (ADT) for the northbound and southbound
travel lanes along Riverway Boulevard north and south of the WB MO-9 Ramp.
The ADT counts will be provided by Gewalt Hamilton Associates, Inc., and will
include vehicle counts, speed, and classification.
Merge Midwest Engineering, LLC
2668 W Catalpa Street, Olathe, KS 66061
913.788.1985
Exhibit B
EMERGE
A ! MIDWEST
ENGINEERING
C. Coordinate with MoDOT on access spacing and other traffic related issues.
D. Estimate future traffic volumes for the build condition based on estimated
development plans or anticipated growth rates.
E. Analyze access spacing requirements for the new intersection of NW Riverside
Drive & NW Business Park Lane and the implications to the existing properties
north and south of the new NW Riverside Drive connection.
F. Complete volume / capacity analyses to evaluate the geometric and / or traffic
control needs at the following intersections:
• Riverway Boulevard & NW Tullison Road / EB MO-9 Roundabout
• Riverway Boulevard &WB MO-9 On-Ramp
• Riverway Boulevard & NW Riverside Drive
• Riverway Boulevard & West Platte Road Roundabout
• NW Riverside Drive & NW Business Park Lane
• NW Riverside Drive & West Platte Road
• Cliffview Drive & West Platte Road
• NW Gateway Road & West Platte Road
Intersection analyses will be completed for the following traffic conditions,
utilizing the latest Synchro and SIDRA software packages:
• Existing Build Condition (AM and PM Peak Hour)
• Future Build Condition (AM and PM Peak Hour)
G. Prepare a written technical letter report including all supporting documentation,
detailing the traffic analysis procedures, findings, and recommendations.
SCHEDULE
Upon receipt of your written Notice to Proceed, the draft traffic study report will be
submitted to you for review and comment within six(6)weeks. The final traffic study will
be submitted to you within one (1) week after receipt of your comments on the draft
study.
Merge Midwest Engineering, LLC 2
2668 W Catalpa Street,Olathe,KS 66061
913.788.1985
Exhibit B
EMERGE
IMIDWEST
ENGINEERING
PROPOSED FEE
Merge Midwest Engineering, LLC will complete the work described in the above listed
Scope of Services on an hourly rate plus expense basis not to exceed a maximum fee of
Fourteen Thousand Five Hundred Forty Dollars ($14,540.00). Invoices will be
submitted for work completed during the previous month and will become due and
payable within thirty (30) days.
ADDITIONAL WORK
Additional work that you may require, or that is due to any modification of the proposed
development site plans, will be charged on an hourly rate plus expense basis in addition
to the maximum fee, upon your authorization. Items specifically excluded from these
traffic engineering services include, but are not limited to, attendance at meetings or
public hearings, traffic counts not detailed above, computer simulation analyses,
geometric layouts or traffic signal designs, construction cost estimates, or any other
tasks not specifically detailed in the above Scope of Services.
We appreciate the opportunity to serve your traffic engineering service's needs. If you
agree with the project scope, schedule, and fee, please sign the following project
authorization form and return the original back to me.
Respectfully submitted,
Merge Midwest Engineering, LLC
40.1-al /en aelyk71(.,
Janelle M. Clayton, P.E., PTOE
Manager
Merge Midwest Engineering, LLC 3
2668 W Catalpa Street,Olathe, KS 66061
913.788.1985
Exhibit B
�MoWGE
EST
ENGINEERING
1/19/2023
McClure
Riverway Traffic Study
SR.ENGINEER 1 SR.ENGINEER 2 OTHER DIRECT COSTS
HOURS HOURS TOTAL LABOR COST ITEM COST
$185.00 $160.00
TASK
A Obtain Peak Hour Counts from Gewalt Hamilton(6 Intersections-4 hrs) 1 0 $185.00 Pk Hr Counts $1,800.00
B Obtain 24-Hour ADT Counts from Gewalt Hamilton(2 Locations) 0 0 $0.00 ADT Counts $1,200.00
C MoDOT Coordination 6 0 $1,110.00
D Estimate Future Traffic Volumes 2 6 $1,330.00
E Analyze Access Spacing Requirement 1 3 $665.00
F Capacity Analyses(8 Intersections,2Vol Scenarios,AM&PM) 4 24 $4,580.00
G Prepare Study Report&Appendix 6 16 $3,670.00
20 49 $11,540.00 $3,000.00
TOTAL LABOR+EXPENSES $14,540.00
1701 STATE AVENUE
Arm KANSAS CITY,KS 66102
P 913.371.1000
F 913.371.6710
ALPHA-OMEGA GEOT=CH
AOGEOTECH.COM
McClure Engineering January 30, 2023
Scott Port P.E.
335 SE Oralabor Rd
Ankeny, IA., 50021
515-293-4518/sport@mcclurevision.com
AOG 230161 E
Re: Request for Quote—Geotechnical Drilling& Laboratory Services for the Riverway Blvd Improvements project,
located in Riverside MO.
Dear Scott:
Clients need to consider many elements when considering a partner to perform geotechnical engineering services. Items
such as project management capability, experience of staff, local knowledge, flexibility, and cost control are all crucial
factors in choosing the best partner.
As the local geotechnical drilling expert in metropolitan Kansas City, Alpha-Omega Geotech, Inc. (AOG) has a deep
understanding and an unmatched in-house skillset to service clients such as McClure for the proposed Geotechnical
Drilling and Laboratory Services.
It is understood that 90% of the project area is Missouri Department of Transportation right-a-way and that MO RT- 9 is
also part of the United States Corp of Engineers (USACE) levee system controlled by the Riverside Quindaro Bend Levee
District(RQBLD). All work within the levee and a 500 ft radius of the toe of the levee on the north side (considered to be
the critical zone)will require an approved drilling plan and permit by the Levee District.The Permit Process normally takes
about 6 to 8 weeks to complete prior to drilling.
The project location will cover the approximate area from NW Tullison Rd. to NW Platte Rd and on MO-9 Highway as
outlined in the included boring plan. It is understood that some of the borings will require a formal Traffic Control Plan.
The approved Traffic Control Plans will be required to receive the Right-of-Way Access Permits from the Missouri
Department of Transportation.
The project is understood to consist of the following elements:
• Reconstructing Riverway Boulevard from NW Tullison Road to NW Platte Road/Drive. Roundabouts will be
constructed at the Riverway Boulevard intersections with NW Tullison Road and with NW Platte Road/Drive.
• Construct an extension of NW Riverside Drive from west of Riverway Boulevard to the Riverside Business Park,
along with a signalized intersection at Riverway Boulevard.
• Construct a new on-ramp for westbound Missouri Highway 9 from Riverway Boulevard.
• Reconstruct portions of NW Tullison Road, the off-ramp for eastbound Missouri Highway 9, and NW Platte
Road/Drive to accommodate the proposed roundabouts.
• Construct new 10-foot trail along the east side of Riverway Boulevard from NW Tullison Road to the new NW
Riverside Drive intersection.
• Construct new 5-foot sidewalk along the west side of Riverway Boulevard from NW Tullison Road to NW
Platte Road/Drive.
• Construct two(2) retaining walls under the Missouri Highway 9 bridges over Riverway Boulevard to allow for
the new trail and sidewalk.
RIVERWAY BLVD IMPROVEMENTS PREPARED FOR McCLURE ENGINEERING
AOG 230161 E January 30,2023
• Construct a screening wall along the south side of the NW Tullison Road/Riverway Boulevard
roundabout to shield the sewer lift station.
• Construct extensions or replace two (2) culverts under Riverway Boulevard, one on the south side of the
Missouri Highway 9,and one on the north side of Missouri Highway 9.
• Construct a new culvert under the NW Riverside Drive extension west of Riverway Boulevard.
Note that levee gates will not be disturbed as part of this project.
It is understood that McClure will field stake the borings and provide surface elevations.
WHY ALPHA-OMEGA GEOTECH?
AOG is your partner to fulfill all engineering-to-field services with a
"worry free" experience that allows you to focus on your project
and business while we handle all your geotech needs. But that does
not mean that this is not a collaborative effort. We know that your
project is indeed your project, so we develop recommendations in
collaboration with you that satisfy project and site needs. And our WORRY FREE RESPONSIVE
size allows us to respond smartly and with purpose to any concerns WHY
you have along the way and to any unforeseen circumstances.
Clients value that we are a local business with long-standing,
experienced professionals. Founded by a geotechnical engineering
professor from The University of Kansas, AOG prides itself on SEASONED PRESENCE
developing local talent, including field technicians, engineers,
inspectors, and drilling professionals with hundreds of years of
combined experience on projects just like yours. These cross-
trained, certified, highly experienced professionals have been
serving clients exclusively in the greater Kansas City area for 38 years and have developed strong geological knowledge
and connections in our community.
Eighty percent of our business is repeat, referral, and word-of-mouth business from clients such as you, proving that the
Kansas City community is as engaged in our work as we are with Kansas City.We would be honored to provide engineering-
to-field services for your projects,just as we have on more than 450 projects last year alone.
DRILLING AND SAMPLING
AOG anticipates clean, clayey soils free of gravel, rubble and other debris will be encountered beneath the ground
surface at the proposed location.
Based on the provided boring plan and request,AOG will perform 23 test borings as indicated by provided boring plan
and 3 proposed culvert borings yet to be determined to be drilled for this project.
2
ALPHA-OMEGA GEOTECH
RIVERWAY BLVD IMPROVEMENTS PREPARED FOR McCLURE ENGINEERING
AOG 230161 E January 30,2023
Summary of Required Drilling and Sampling Depths for the Borings
Boring Location Depth Sampling(feet)
CB 1-CB 3 Culvert 15'/AR SPT @ 3.5-5, 8.5-10; ST @ 10-12,13-15
RB 1—RB 13 Roadway 10'/AR SPT @ 1.5-3, 3.5-5, 8.5-10
RM 1, RM 2 Removal Borings 5'/AR Get good measurement, SPT below asphalt and at 3.5-5
RW 1,-RW 4 Retaining wall 35'/AR SPT @ 1.5-3, 3.5-5; ST @ 5-7, 8-10; SPT @ 13.5-15 every 5 ft
there after
RW 5 Retaining wall 45'/AR SPT @ 1.5-3, 3.5-5; 8.5-10; 13.5-15 every 5 ft there after
SW 1 Screening Wall 20'/AR SPT @ 1.5-3, 3.5-5;ST @ 5-7, 8-10; SPT @ 13.5-15, 18.5-20
Total Estimated 385 ft
Drilling
AR:Auger refusal
ST:Shelby tube,thin-walled steel tube sampler(ASTM D1587)
SPT:Standard Penetration Test(ASTM D1586)
Although it is anticipated that clean clay soils would be encountered, it may become necessary to consider a different
subsurface investigation approach (such as test pit excavations) if shallow auger refusal is encountered on buried rocky
fill, other debris or other unexpected findings to provide the geotechnical engineering related findings.
3
ALPHA-OMEGA GEOTECH
RIVERWAY BLVD IMPROVEMENTS PREPARED FOR McCLURE ENGINEERING
AOG 230161 E January 30,2023
BORING DIAGRAM
�� Legend
Riverside Blvd Improvements _ `' % -4.
`-! � Boring locations
•Y
—�-�-�+as+wp RB-92 Oft • Oft -l�1r
ar r y1 R8-13F1O1T
I
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acrsR'�. d .4 ay
`
G Rsa Rrvesieer . : RB-11 1201vf1t.-Sft
``�
'
' 1
i t .le , -,� % rf*Rve SSe -- d =~` _
RB90�1'O(1" F" z
CB-3 15ft 111- - ` 1:' / •
• (
I :_ ... r r n S,J -Rottler Pest?lu i n5
t RB-7 1 Oft! r•
j# .-4R• 6- 10ft
,' >r _OCic,srtt—m“- - RB 61'10ft-' •f 1 ?"RB-8 10ft _ r !s.'
RM.A 5ft � _ ,. :A_'.
ry -R RB=4f10ft CB 2 115ft f ' 1 �' �J •
" '' s t
< RB-310ft111 (f •:.
L' 'C ossroaos Courier
' RB-jit
0ft I RB-5 10ft _ I r ii rt I- ,_ '' I' .:
melting pot
W-2 35ft.s
F"ur!k a j ►
'%,;` \, i,JIRW-4 35ft
' • 's RW-540ft_ RW-1 35ft I ,
,-7 'RW 3Illi
35ft it
virrannimi
-.
A ' - ` s
CB-1 15ft
+ _ RB`1'1'Oft1+'1n 7uulso C
SW-9 20ft -
Google Ear
,A
,-,,' liwt.
LABORATORY TESTING
Testing to be performed, but not limited to is as follows:
Moisture Content Testing
Atterberg Limit Testing
Classification
Grain-size (Sieves and Hydrometer)ASTM D422
Percent finer than 200 sieve ASTM D1140
Unconfined compression ASTM D2166 w/stress strain curve
Triaxial UU ASTM D2850
Consol-drained ASTM D3080
See embedded schedule sheet.
4
ALPHA-OMEGA GEOTECH
RIVERWAY BLVD IMPROVEMENTS PREPARED FOR McCLURE ENGINEERING
AOG 230161 E January 30,2023
REPORT
Our report will include computer processed boring logs,which includes ground water measurements taken during drilling
and detailed results of all laboratory tests. Discussions of the general site conditions and our findings will be presented.
Unusual subgrade features and the quality of the insitu materials as engineered fill will also be discussed.
AOG will work with the McClure Wall Designer to provide recommendations regarding the development of the site, best
suited type of wall(s), allowable bearing capacities, anticipated settlements, earth pressure coefficients, sliding friction
resistance values,2018 IBC seismic design factors, backslope and soil characteristics. It is understood that the formal wall
design will be completed by Others.
Based on the information identified in the borings, geotechnical engineering related information that should be used to
design any required shoring system will be provided. However, in accordance with typical construction practice and the
requirements set forth by OSHA, it is anticipated the contractor will be responsible for the design and implementation of
any shoring system that is required.
It is understood that one (1) electronic copy of our report will be submitted; however, if a hard copy or additional copies
are requested,they will be provided at no additional cost.
LOGISTICS
We assume the site will be accessible to our CME 55 ATV track-mounted drill rig,which is specially equipped to minimize
damage to landscape, and to handle off-road drilling conditions or poor site access conditions due to weather.
Borings will be backfilled in accordance with USACE/MoDOT and/or State specifications upon completion of drilling. We
will call the Missouri One-Call to locate the public underground utilities at this site prior to drilling. Also, if any privately-
owned utilities have been installed in the area where these borings are to be made, they must also be located prior to
drilling. Boring layout will be approximate unless the boring locations are staked. Distances from available features are
generally measured using tape or by pacing. Unless otherwise provided,surface elevations of the boring locations will not
be determined. Finally,although we will do our best to minimize landscaping damage,it is assumed that others will correct
any landscaping damage that is caused by this work, if needed.
We anticipate that our full-time employees will perform all fieldwork using our CME 55 (ATV or truck-mounted) drill rig.
All testing services will be completed by our in-house soil testing laboratory. Finally, we anticipate that our engineering
staff would provide all necessary geotechnical engineering consulting services for this project.
SCHEDULE
Depending on the final depth of borings(see the"Drilling and sampling"section of this proposal), it is expected the drilling
and sampling can be completed in 6 to 8 drill rig days.
Based on our current drilling schedule and depending on weather and site conditions,we could mobilize our drill rig and
crew to your site within about 6 to 8 weeks from receiving a notice-to-proceed. Mobilization will be based on approvals
from Missouri Department of Transportation and the USACE responses to the permits.
5
ALPHA-OMEGA G=OT=CH
RIVERWAY BLVD IMPROVEMENTS PREPARED FOR McCLURE ENGINEERING
AOG 230161 E January 30,2023
COMPENSATION
Cost Estimate:a not to exceed cost of$33,000 is given to complete the drilling,sampling, laboratory testing. This project
will be invoiced at the rates in the table below, is valid for 90 days from the date of this proposal.
ITEM ESTAMATED UNIT UNIT TOTAL
QUANTITY RATE
Levee District/COE Permit submittal 4 HR $95.00 $380.00
MoDot Permits 4 HR $95.00 $380.00
Drill Rig Mobilization/De-Mobilization 1 LS $800.00 $800.00
Set-up Tear-down , movements on site 6 HR $150.00 $900.00
Pavement Cores 2 each $50.00 $100.00
Drilling &continues sampling in soil (0'-40') 0 foot $15.75 $0.00
Drilling&sampling every 5' in soil (0'-40') 385 foot $13.00 $5,005.00
Drilling &sampling every 5'in soil (40'-60') 0 foot $15.00 $0.00
Drilling &sampling every 5'in soil (60'-80') 0 foot $16.50 $0.00
Mud/NX Casing surcharge 0 foot $6.00 $0.00
Grouting borehole(cement bentonite mix) 300 feet $7.50 $2,250.00
Backfill with Bentonite Hole Plug 85 feet $4.50 $382.50
Patch Pavement 2 feet $50.00 $100.00
sub total $10,197.50
Extrude and log shelby tubes 16 each $12.00 $192.00
Natural Moistures ASTM D2216 35 each $12.00 $420.00
Atterberg limits(LL,PL)ASTM D4318 10 each $75.00 $750.00
Unit Weight 10 each $15.00 $150.00
Sieve Analysis(Sieves& Hydrometer)ASTM D422 5 each $75.00 $375.00
Unconfined (soil)ASTM D2166 10 each $50.00 $500.00
CU-Triaxial Test(3-points)ASTM D4767 2 each $1,350.00 $2,700.00
UU-Triax(1-pts)ASTM D2850 0 point $250.00 $0.00
Specific Gravity Determination 0 each $55.00 $0.00
1-Demensional Consolidation ASTM D2435, Method B 2 each $450.00 $900.00
sub total $5,795.00
1 LS $2,500.00 $2,500.00
Team Coordination/Communications/Geotechnical Report _ _
Traffic Control Cost plus 15% Cost+ 15% Estimated $10,000.00
Estimated total Total $28,492.50
Contingency ($3249.75) 15% $32,766.38
6
ALPHA-OMEGA GEOTECH
RIVERWAY BLVD IMPROVEMENTS PREPARED FOR McCLURE ENGINEERING
AOG 230161 E January 30,2023
All work described herein will be performed by qualified personnel under the direction of a professional Engineer. AOG
has a $2 million professional liability (errors and omissions) insurance policy as well as a $2 million general liability policy
with a $4 million umbrella. We also have workman's compensation insurance that meets the minimum requirements set
forth by law. Certificates of these insurance policies are attached with this proposal.
This proposal is prepared for the exclusive use of McClure Engineering for specific application to the project discussed
herein and has been prepared in accordance with generally accepted geotechnical engineering practices within the
constraints of McClure's request. The attached Terms and Conditions are considered a part of this proposal and will be
incorporated by reference into our agreement.
We look forward to working with you on this project. If you have any questions regarding this proposal, please call us at
(913) 371-0000.
Sincerely,
Garic Abendroth, P.E. Charles W.Valenta
Director of Engineering Exploration Field Manager
7
ALPHA-OMEGA GEOT=CH
RIVERWAY BLVD IMPROVEMENTS PREPARED FOR McCLURE ENGINEERING
AOG 230161 E January 30,2023
AUTHORIZATION FORM
Project: RIVERWAY BLVD IMPROVEMENTS
Date:January 30,2023 Prepared by Charles W.Valenta
Reference No.:AOG 230161 E Alpha-Omega Geotech, Inc.
1701 State Avenue, Kansas City, KS 66102
cvalenta@aogeotech.com
www.aogeotech.com
Cost Estimate: be Invoiced at the rates indicated with in the table located in the compensation paragraph for
drilling, sampling, laboratory testing. This amount, and unit rates included herein, is valid for 90 days from the
date of this proposal.
To authorize the scope of services described in the above-referenced proposal, please return an executed copy of this
signature sheet to our office via email,fax,or mail. Electronic signatures are acceptable. If you have any questions
regarding this proposal, please call us at(913)371-0000.
ACCEPTED BY:
Client(please print):
Address of Client:
Representative:
Phone Number:
Fax Number:
Email:
Signature of Representative:
Please note that an authorized representative of the client and not another party acting as an agent of the client must
execute this agreement.All services rendered under this agreement will be provided in accordance with the enclosed
terms and conditions on behalf of the client and invoices will be submitted to the address given above.
8
ALPHA-OMEGA GEOTECH
TERMS AND CONDITIONS
ALPHA-OMEGA GEOTECH,INC.
SECTION 1: SCOPE OF WORK: ALPHA-OMEGA GEOTECH(AOG)shall perform the services defined in the contract and shall invoice the Client for those services at the lump sum or fee
schedule rate. Any opinions as to probable or estimated cost stated in this contract,if given,shall not be considered as a firm figure unless otherwise specifically stated in this contract. If
unexpected site conditions are encountered,the scope of work may change even as the work is in-progress. AOG will provide these additional services at the contract fee schedule rate. If
our personnel are scheduled by the owner,contractor or other designated representative,or otherwise required by building code or project requirements,all services beyond the scope of this
contract will be provided at the unit rates given even if the total cost of those services exceeds the estimated total,contract or purchase order amount. All costs incurred because of delays in
authorizing the additional work will be billed to the Client. Fee schedules are valid for one year following the date of the contract unless otherwise noted. AOG's services do not include the
investigation or detection,or address in any manner,the presence or prevention of biological pollutants,(e.g.mold,fungi,bacteria,viruses or their byproducts)or any occupant safety issues.
In the event that the Client uses a purchase order or other form to administer this Agreement,the use of such form shall be for convenience purposes only and any additional or conflicting
terms it contains are stricken. Commencement of services by AOG pursuant to this proposal shall constitute formal acceptance of these terms and conditions in their entirety.
SECTION 2: ACCESS TO SITES,PERMITS AND APPROVALS: Unless otherwise agreed,the Client will furnish AOG with right-of-access to the site in order to conduct the planned
exploration, While AOG will take all reasonable precautions to minimize any damage to the property,the Client understands that in the normal course of work some damage may occur,the
restoration of which is not part of this agreement. Unless otherwise agreed,the Client will secure all necessary approvals,permits,licenses and consents necessary to the performance of
the services hereunder.
SECTION 3: SOIL BORING AND TEST LOCATIONS: The accuracy and proximity of provided survey control will affect the accuracy of in-situ test location and elevation determinations.
Unless otherwise noted,the accuracy of test locations and elevations will be commensurate only with pacing and approximate measurements or estimates. If greater accuracy is required,
the services of a professional surveyor should be obtained. The Client will furnish AOG with a diagram indicating the location of the site. Boring and test locations may also be indicated on
the diagram. AOG reserves the right to deviate a reasonable distance from the boring and test locations unless this right is specifically revoked by the Client in writing at the time the diagram
is supplied. AOG reserves the right to terminate this contract if conditions preventing drilling at the specified locations are encountered which were not made known to AOG prior to the date
of this contract.
SECTION 4: UTILITIES: In the performance of its work,AOG will take all reasonable precautions to avoid damage or injury to subterranean structures or utilities. The Client agrees to hold
AOG harmless and indemnify AOG for any claims,payments or other liability,including costs and reasonable attorney fees,incurred by AOG for any damages to subterranean structures or
utilities which are not called to AOG's attention,are not correctly marked including by a utility locate service,or are incorrectly shown on the plans furnished to AOG.
SECTION 5: UNANTICIPATED HAZARDOUS MATERIALS: It shall be the duty of the owner,the Client,or their representative to advise AOG of any known or suspected hazardous
substances which are or may be related to the services provided;such hazardous substances include but are not limited to products,materials,by-products,wastes or samples of the
foregoing which AOG may be provided or obtain performing its services or which hazardous substances exist or may exist on or near any premises upon which work is to be performed by
AOG employees,agents or subcontractors. If AOG observes or suspects the existence of unanticipated hazardous materials during the course of providing services,AOG may at its option
terminate further work on the project and notify Client of the condition, Services will be resumed only after a re-negotiation of scope of services and fees. In the event that such re-
negotiation cannot occur to the satisfaction of AOG,AOG may at its option terminate this contract.
SECTION 6: DISPOSAL OF HAZARDOUS MATERIALS AND CONTAMINATED EQUIPMENT: AOG does not create,generate or at any time own or take possession or ownership of or
arrange for transport,disposal or treatment of hazardous materials as a result of its exploration services. All hazardous materials, including but not limited to samples,drilling fluids,
decontamination fluids,development fluids, soil cuttings and tailings,and used disposable protective gear and equipment,are the property of the Client,and responsibility for proper
transportation and disposal is the Clients unless prior contractual arrangements are made. All laboratory and field equipment that cannot readily and adequately be cleansed of its
hazardous contaminants shall become the property and responsibility of the Client The Client shall purchase all such equipment and It shall be turned over the Client for proper disposal
unless prior alternate contractual arrangements are made.
SECTION 7: INVOICES: AOG may submit invoices to the Client twice monthly or as phases are completed,and a final bill upon completion of services. Any retainer required by AOG shall
be held and applied against the final invoice. Payment is due upon presentation of Invoice,and,unless other arrangements are made,is past due thirty(30)days from the invoice date.
Client agrees to pay a finance charge of one and one-half percent(1-1/2%)per month,but not exceeding the maximum rate allowed by law,on past due accounts calculated from the invoice
due date. Payment thereafter shall first be applied to accrued interest and then to the unpaid principal. If the Client fails to make payments when due and AOG incurs any costs in order to
collect overdue sums from the Client,the Client agrees that all such collection costs Incurred shall immediately become due and payable to AOG. Collection costs shall include,without
limitation,legal fees,collection agency fees,and expenses,court costs,collection bonds and reasonable AOG staff costs at standard billing rates for AOG's time spent in efforts to collect.
This obligation of the Client to pay AOG's collection costs shall survive the term of this agreement or any earlier termination by either party. If the Client fails to make payment to AOG in
accordance with the payment terms herein,this shall constitute a material breach of this Agreement and shall be cause for termination of this Agreement by AOG. Payment of any invoice by
the Client to AOG shall be taken to mean that the Client is satisfied with AOG's services and Is not aware of any deficiencies in those services. In the event that AOG's services are ultimately
paid by another party,the Client shall make payment in full for all undisputed amounts within 45 calendar days regardless of whether the Client receives payment from that other party. If the
Client objects to any portion of an invoice,the Client shall so notify AOG within 20 calendar days of receipt of the invoice. The Client shall identify in writing the specific cause of the
disagreement and the amount in dispute,and shall pay that portion of the invoice not in dispute in accordance with the other payment terms of this Agreement
It is the responsibility of the Client to determine whether federal,state or local prevailing wage requirements apply and to notify AOG if prevailing wages apply. If it is later determined that
prevailing wages apply,and AOG was not previously notified by Client,the Client agrees to pay the prevailing wage from that point forward,as well as a retroactive payment adjustment to
bring previously paid amounts in line with prevailing wages. Client also agrees to defend,Indemnify,and hold harmless AOG from any alleged violations made by any governmental agency
regulating prevailing wage activity for failing to pay prevailing wages,including the payment of any fines or penalties.
SECTION 8: OWNERSHIP OF DOCUMENTS: All reports, boring logs,field data,field notes,laboratory test data,calculations,estimates,and other documents prepared by AOG as
instruments of service,shall remain the property of AOG unless there are other contractual agreements.
SECTION 9: CONFIDENTIALITY: AOG shall hold confidential all business or technical information obtained from the Client or his affiliates or generated in the performance of services
under this agreement and identified in writing by the Client as'confidential.' AOG shall not disclose such information without the Client's consent except to the extent required for. 1)
Performance of services under this agreement 2)Compliance with professional or ethical standards of conduct for preservation of public safety,health,and welfare;3)Compliance with any
subpoena,court order or other governmental directive and/or,4)Protection of AOG against claims or liabilities arising from performance of services under this agreement. AOG's obligation
hereunder shall not apply to information in the public domain or lawfully acquired on a non-confidential basis from others.
SECTION 10: STANDARD OF CARE: Services performed by AOG under this Agreement will be conducted in a manner consistent with that level of care and skill ordinarily exercised by
members of the profession currently practicing under similar conditions in the same locale. No other warranty,expressed or implied,is made or intended by the proposal for consulting
services or by furnishing oral or written reports of the findings made. The Client recognizes that subsurface conditions may vary from those encountered at the location where borings,
surveys,tests or explorations are made by AOG and that the data,Interpretations and recommendations of AOG are based solely upon the data available to AOG. AOG will be responsible
for those data,interpretations,and recommendations,but shall not be responsible for the interpretations by others of the information developed.
The American society for testing and materials(ASTM)and other organizations have developed a variety of prescriptive professional practice standards(standard practices and standard
guides)that identify specific methods professionals could or should use to obtain results. Such prescriptive professional practice standards fail to consider the unique needs of a Client the
Client's project-specific expectations,or the requirements and obligations of the professionals engaged to provide the service,nor do they consider more effective techniques that may have
08/16/2016 Page 1 of 2
been developed subsequent to the issuance of such standards. These ASTM and any other standards are generic and general in nature and,therefore,do not constitute,nor are they
tantamount to the applicable standard of care,which necessarily is defined and must consider project/specific contractual terms and other particular needs,expectations,circumstances,and
requirements of the project and the professional engagement As such,strict or even general adherence to ASTM's or any other organization's prescriptive professional practice standards
may not be appropriate or in the best interests of the Client or the project Accordingly,unless indicated otherwise in AOG's instruments of service,AOG is not following prescriptive
professional practice standards issued by ASTM or any other organization,and has instead worked to develop a scope of service specifically for this project,in accordance with the Clients
directive,budgetary constraints,needs and/or preferences as well as AOG's contractual obligations.
SECTION 11: SAFETY: AOG has adopted safety policy procedures for its personnel when providing services at known or suspected hazardous waste sites. AOG personnel will adhere to
these procedures,as site conditions require. A copy of each sites safety policy and procedures for environmental/hazardous waste projects is on file with the corporate safety officer and is
available for review. AOG is not responsible or liable for injuries or damage incurred by third parties who are not employees of AOG. It is understood that AOG will not be responsible for job
or site safety of the project All job and site safety including but not limited to OSHA Subpart P will be the sole responsibility of the contractor unless contracted to others.
SECTION 12: SUBPOENAS: The Client Is responsible,after notification,for payment of all time charges and expenses including legal expenses incurred by AOG resulting from the
required response by AOG to subpoenas issued by any party other than AOG in conjunction with work performed under this contract Charges are based on fee schedules in effect at the
time the subpoena is served. This obligation of the Client to pay all of AOG's costs associated with responding to such subpoenas shall survive the term of this agreement or any earlier
termination by either party.
SECTION 13: LIMITATION OF LIABILITY: Client and AOG have evaluated the risks and rewards associated with this project including AOG's fee relative to risks assumed,and agree to
allocate the associated risks, To the fullest extent permitted by law,the total aggregate liability of AOG and its employees to Client and all third parties granted reliance is limited to the
greater of$10,000 or AOG's fees for any and all Injuries,damages,claims,losses or expenses including attorney and expert fees arising out of AOG's services or this Agreement. The Client
• hereby releases AOG from any liability above such amount Client and AOG acknowledge that this provision was expressly negotiated and agreed upon.
SECTION 14: INSURANCE: AOG carries worker's compensation and employer's liability insurance and has coverage under public liability and property damage insurance policies.
Certificates for all such policies of insurance will be provided to Client upon request Within the limits and conditions of such Insurance,AOG agrees to indemnify and save Client harmless
from and against any loss,damage,injury or liability arising from any negligent acts of AOG,its employees,agents,subcontractors and their employees and agents. AOG shall not be
responsible for any loss,damage or liability beyond the amounts,limits and conditions of such insurance. AOG shall not be responsible for any loss,damage or liability arising from any acts
by a Client,its agents,staff,consultants employed by others,or other third parties who are not employees of AOG.
SECTION 15: INDEMNITY: The Client acknowledges that AOG has neither created nor contributed to the creation or existence of any hazardous,radioactive,toxic,irritant,pollutant,or
otherwise dangerous substances or conditions at the site. Accordingly,except as expressly provided in this contract,the Client waives any claim against AOG and agrees to indemnify and
save AOG,its agents,and employees harmless from any claim,liability or defense cost,including but not limited to attorney fees and other incidental costs,for injury or loss sustained by any
party from such exposures allegedly arising out of or related to AOG's performance of services hereunder. Client and AOG agree that they will not be liable to each other, under any
circumstances,for special,consequential or punitive damages arising out of or related to this Contract
SECTION 16: THIRD-PARTY RELIANCE AND BENEFICIARIES: This Agreement and all services provided by AOG are for the Clients sole benefit and exclusive use with no third party
beneficiaries intended. Reliance upon any services provided by AOG is limited solely to our Client,and is not intended for third-parties. Furthermore,nothing contained in this Agreement
shall create a contractual relationship with or a cause of action in favor of a third party against either the Client or AOG. AOG's services under this Agreement are being performed solely for
the Clients benefit,and no other party or entity shall have any claim against AOG because of this Agreement or the performance or non-performance of services hereunder.
SECTION 17: TESTING AND OBSERVATION SERVICES: If AOG is retained by Client to provide a site representative for the purpose of testing or observing specific portions of the work
or other field activities as set forth in the proposal,then this section applies. For the specified assignment,AOG will report test results,observations and professional opinions to Client
Client understands and accepts that testing and observation are discrete sampling procedures,and that such procedures indicate conditions only at the depths,locations and times that the
procedures are performed. Furthermore,the Client understands and accepts that testing and observation are not continuous or exhaustive,and are conducted to reduce,not eliminate,
project risk. The presence of AOG field representatives will be for the purpose of providing field testing and observation. Our work does not include supervision or direction of the actual work
of the Contractor,his employees or agents. The Contractor for this project should be so advised. The Contractor should also be informed that neither the presence of our field representative
nor the testing and observation by our firm shall excuse him in any manner whatsoever for defects discovered in his work or compliance with the local building code,project plans and
specifications or standard construction practices.
The term'observation'implies that we would observe the progress of the work we have agreed to be involved with and perform tests from which to develop an opinion as to whether the
work is in substantial compliance with the project plans and specifications. With any manufactured product there are statistical variations in its uniformity and the accuracy of tests used to
measure its qualities. As compared with other manufactured products,field construction usually has wider fluctuations in both product and test results. Thus,even with very careful testing
and observation,it cannot be said that all parts of the product comply with the Job requirements. Our proposal is for the scope of services requested by our Client which includes agreement
and acceptance by our Client that the degree of certainty for compliance with project specifications is much greater with full time observation than it is with intermittent or periodic observation,
if so scheduled or provided by AOG.
SECTION 18: SAMPLES: AOG will retain all soil and rock samples that are transported to AOG laboratories for 30 days after submission of the report. Further storage or transfer of
samples can be made at Client expense upon written request.
SECTION 19: SEVERABILITY: If any of the provisions contained in this Agreement are held illegal,invalid,or unenforceable,the enforceability of the remaining provisions will not be
impaired.
SECTION 20: DISPUTE RESOLUTION: Client shall not be entitled to assert a claim against AOG based on any theory of professional negligence unless and until Client has obtained the
written opinion from a registered,independent,and reputable engineer,architect or geologist that AOG has violated the standard of care applicable to AOG performance of the services
provided. Client shall provide this written opinion to AOG and the parties shall endeavor to resolve the dispute within 30 days,after which Client may pursue its remedies at law. This
Agreement shall be governed by and construed according to Kansas law.
SECTION 21: FIDUCIARY RESPONSIBILITY:Client confirms that neither AOG nor any of AOG's subconsultants or subcontractors has offered any fiduciary service to the Client and no
fiduciary responsibility shall be owed to the Client by AOG or any of AOG's subconsultants or subcontractors as a consequence of AOG's entering into this agreement with the Client.
SECTION 22: TERMINATION: This Agreement may be terminated by either party upon seven(7)days written notice In the event of substantial failure by the other party to perform In
accordance with the terms hereof, Such termination shall not be effective If that substantial failure has been remedied before expiration of the period specified in the written notice. In the
event of termination by either party,AOG shall be paid for services performed to the termination notice date plus reasonable termination expenses.Expenses of termination or suspension
shall include all costs of AOG required to complete analyses and records necessary to complete its files and may also include a report on the services performed to the date of notice of
termination or suspension.
SECTION 23: ASSIGNS: Neither the Client nor AOG may delegate,assign,subwrite or transfer Its duties or interest in this agreement without the written consent of the other party.
SECTION 24: PRECEDENCE: These Terms and Conditions shall take precedence over any inconsistent or contradictory provisions contained in any proposal,contract,purchase order,
requisition,notice to proceed,or like document regarding AOG's services.
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/11111'
CUSTOM ENGINEERING
MECHANICAL & ELECTRICAL ENGINEERING
July 19, 2023
Matt Eblen, PE, LEED AP
Project Manager
McClure
1700 Swift St., Suite 100
North Kansas City, MO 64116
RE: Riverway Boulevard in Riverside, MO -Street Lighting Design
Custom Engineering is pleased to submit the following proposal to provide electrical engineering and
street lighting design for approximately 2800 feet along Riverway Boulevard, Roundabout feature
lighting and circuiting and lighting along the south screening wall on NW Tullison Road/ Riverway
Boulevard roundabout.
Scope of Work for required plans:
• Photometric Plans
• Right-of Way (60%) construction documents.
• Final (90% and 100%) construction documents.
• Bid Phase Services
• Construction Administration
Custom Engineering will provide the following:
1. Consultation with Owner/Engineer.
2. Site Visit to verify existing conditions.
3. Preparation of Right-of way (60%) construction drawings.
4. Preparation of final (100%) construction drawings.
5. Coordinate power source for street lighting with Evergy.
6. 4 meetings between Evergy, owner and engineer.
7. Provide Bid Support.
8. Review Shop Drawings.
9. Answer contractor questions via phone/email.
10. Final punch list observation trip (1).
Exclusions
• 3D light modeling for landscape features. Standard 2D photometric plans will be provided.
• Multiple light fixture selections and multiple 2D photometric plans for landscape features.
12760 East 40 Highway • Independence, MO 64055 • Telephone (816) 350-1473 • Fax (816) 350-1579
• www.customengr.com
7/19/2023
Page 2
Custom Engineering will provide above services on this project for the fee of$19,200.
The Client shall provide the following under the terms of this Agreement:
1. Electronic copies of building plans and site plan on disk in .DWG or.DXF format.
2. Copy of site survey indicating utility line locations, sizes and capacities.
Any water, sewer, gas or electrical site utilities located beyond this site or any special studies,
specialty lighting, arc flash calculations, reports or others items requested by lenders or governmental
agencies are not provided.
COMPENSATION TO ENGINEER
Custom Engineering shall be paid monthly based on the percentage complete or on a phase of
project completion basis. Services can be terminated at any time. The partial fee covering an
uncompleted phase will be determined at the time of separation. Should the Contract be unpaid and
require collection after the due date on our invoice, 1-1/2% per month interest and collection charges
shall be added to the fee.
Payments for Basic and Additional Services shall not exceed the following percentages of the total Fee for
Basic and Additional Services at the completion of each Phase of the Architect/Engineer's Work:
60% Design Construction documents 60%
100% Design Construction documents 30%
Construction Administration 10%
TOTAL 100%
REIMBURSABLE EXPENSES (Included in above fee)
For reimbursable expenses, including out-of-town travel and living expenses, drawing reproductions,
disposable personal protective equipment, postage and express mailing, courier service or handling
charges, and other costs directly attributable to the project, the fixed multiple of 1.1 times the actual
cost to us, will be charged.
Plots
11 x 17 $2/sheet 24 x 36 $4/sheet
Copies $0.20/copy Digital Color Prints $0.50/8.5 x 11
Computer CD $20 Mileage $0.65/mile
ADDITIONAL SERVICES
Services, which materially increase the scope of Basic Services, shall be reviewed as Additional
Services. If authorized by the client, they shall be paid for as a separate fee based on hourly rates.
Principal $236.00
Project Manager $231.00
Sr Elect $205.00
Elect III $166.00
Elect II $155.00
Elect I $150.00
Sr. Mech $205.00
Mech III $166.00
Mech II $155.00
Mech I $150.00
Cadd/BIM $139.00
Proj Assist $105.00
12760 East 40 Highway ♦ Independence, MO 64055 ♦ Telephone (816) 350-1473 ♦ Fax (816) 350-1579
♦ www.customengr.com
7/19/2023
Page 3
CommissioningTechnician (CxT) $160.00
Commissioning Agent (CxA) $215.00
QUALITY OF SERVICES
The Engineer will provide services utilizing due care and skills ordinarily used by other Engineers
practicing under similar conditions. There are no other warranties or guarantees provided, expressed
or implied.
LIMITATION OF ENGINEER'S LIABILITY
To the fullest extent permitted by law, the Engineer's total liability to the Owner for any and all
expenses, damages or claims arising out of or in any way related to the offering of these services to
the Owner, shall not exceed the amount of the Fee for each project as paid by the Owner to the
Engineer. This limitation of liability shall apply to, but is not necessarily limited to professional liability,
including negligence, errors, omissions, strict liability, breach of contract or breach of warranty.
BETTERMENT
If, due to the Engineer's error, any required item or component of the project is omitted from the
Construction Documents produced by CEI, CEI's liability shall be limited to the difference between the
cost of adding the item at the time of discovery of the omission and the cost had the item or
component been included in the construction documents. In no event will CEI be responsible for any
cost or expense that provides betterment, upgrade or enhancement of the project.
REUSE OF DOCUMENTS: All documents, including, but not limited to, drawings, specifications,
and computer software prepared by consultant pursuant to this Agreement are instruments of service
in respect to the Project. They are not intended or represented to be suitable for reuse by Engineer,
Owner or others on modifications or extensions of the Project or on any other project without
compensation. Any use except for the specific purpose intended by this Agreement will be at the
user's sole risk and without liability or legal exposure to consultant.
INSURANCE AND LIABILITY
During the period this contract is in force, Custom Engineering, Inc. shall carry Workmen's
Compensation Insurance, General Liability Insurance, and Professional Liability Insurance in the
amounts of$1,000,000/$2,000,000/$2,000,000 respectively.
We are pleased to have this opportunity to work with you. If this proposal is acceptable to you,
please sign in the space indicated and return one copy to us for our files.
Sincerely,
Joseph T. Davis, P.E. Date Matt Eblen, PE Date
CEO
12760 East 40 Highway ♦ Independence, MO 64055 ♦ Telephone (816) 350-1473 ♦ Fax (816) 350-1579
♦ www.customengr.com