HomeMy WebLinkAboutStantec WRRF Filtration Upgrade Contract 1.1a, or Robert E. Simson
IDIA N� City Council Members:
Joe Borton John Overton
E
WLiz Strader Jessica Perreaul
Public Works I D A H O BradHoaglun Line Ca.ener
Department
000
TO: Mayor Robert E. Simison
Members of the City Council
FROM: David Briggs, P.E., P.M.P.
DATE: May _, 2023
SUBJECT: WRRF TERTIARY FILTRATION UPGRADE—FINAL DESIGN WITH
STANTEC FOR A NOT TO EXCEED OF $2,256,927.00 PURSUANT TO
THE MASTER AGREEMENT APPROVED BY CITY COUNCIL
OCTOBER 01,2020.
REQUESTED COUNCIL DATE:
I. RECOMMENDED ACTION
A. Move to:
1. Approve Task Order#11281.E with Stantec for the WRRF Tertiary Filtration
Upgrade—Final Design
II. DEPARTMENT CONTACT PERSONS
David Briggs,PE, PMP - PM 208-489-0347
Clint Dolsby, PE, Assistant City Engineer 208-489-0341
Warren Stewart, City Engineer 208-489-0350
Laurelei McVey, Director of Public Works 208-985-1259
III. DESCRIPTION
A. Background
The WRRF Tertiary Filtration Project is designed to reduce the effluent
phosphorus loadings to Five Mile Creek through installation of a tertiary
membrane system. The WRRF is currently in year six (6) of a ten-year NPDES
compliance schedule to reduce these loadings. As part of a previous Task Order
Page I of 4
(TO1), Stantec progressed the tertiary filtration concept presented in the City's
2018 Wastewater Resource Recovery Facility Plan (WRRF) and submitted a
Preliminary Engineering Report (PER)to the Idaho Department of Environmental
Quality (DEQ). After T01 was complete, the City indicated that the estimated
capital cost of the project exceeded the budget amount that the City had dedicated
for the tertiary facilities. Stantec volunteered to identify value engineering (VE)
alternatives that may reduce or defer capital costs,thus allowing the City to stay
within, or as close to,the City's budget as practical. The VE effort was performed
under Task Order 11281.1) (TO213). Stantec also assisted the City pre-procure
Membrane Equipment with Task Order 11281.13 (TO2A) which was needed to
progress the design beyond the 30 percent stage. Stantec is now being tasked to
help prepare final designs to get this project to Construction.
B. Proposed Project
This proj ect will incorporate work performed as part of Preliminary Design(TO 1),
recommendations from the VE design work (TO213) and specifications from the
Membrane Equipment design(TO2A)to get the project to 100%design.
C. Consultant Selection
Stantec was selected for this project due to their expertise in the design and
analyses of wastewater treatment plants and their work on similar projects
consisting of the same tertiary filtration technology that the City is looking to
utilize.
IV. IMPACT
A. Strate ig c Impact:
This project meets the City's mission requirements to identify and prioritize work
to anticipate,plan and provide public services and facilities that support the needs
of our growing community, ensure modern, reliable facilities, while maintaining
financial stewardship and maintaining the ability to meet the changing permit limit
requirements.
B. Service/Delivery Impact:
Implementing tertiary filtration at the WRRF will support departmental objectives
to develop and employ strategies that comply with current and pending National
Pollutant Discharge Elimination System Permit (NPDES).
C. Fiscal Impact:
Project Costs:
----------------------------------------------------------------------------------------------------------
Fiscal Year 2022
Page 2 of 4
------------ ---------------- ---------------------------- ----------------------------------------------
Tertiary Filtration $797,946.00
Preliminary Design
(TO1
)_
---------------------------------------------------------- ---------
Surve Work $15,000AO
y -----
r WRRF Membrane Pre- $218,105.00
Procurement (TO2A)
----------------- .......-----------------------------------------------------------------------
------ ----------------------------------------------------------------,--------------------------------_
Total $1,031,051.00
---------------------------------- ---------------------------------------------------------------------
FiscalYear 2023----------------- ---- -------------------------------------------------------- ----------- ------
WRRF VE Validation Total $268 809.00
and Prelim Design
_(TO24)----------- '
---------------------------------------------------- ---- -----
WRRF Tertiary Filtration $2 256 927.00
Upgrade-Final Design
(TO2C). ------------------ ------------------------------ ------------ -
Total : $2,525, 736.00
----------------------------------------------------------------------------------------;---------
------------------------------------------Total_Project-Cost $3,556 787.00
Project Funding
---------------- --,--------------------
FY 2022 Tertiary Filter (3590/96154) $1,500,000
Expansion_(approved)
-------------------------- --- --------------------
FY 2023 Tertiary Filter (3590/96154) $3,000,000
Expansion_(approved)_____
-------------------------------- ----------------------------------- ---------------------------------------------
FY 2024 Tertiary Filter (3590/96154) $14,500,000
::Expansion ro osed '
�p ----- ------- - -----------
----------------------------------- ----------------------------------- ------ -------- -------------------
FY2025 Tertiary Filter (3590/96154) $21,000,000
Expansion_(proposed) __..
--------------------------------
- -------------------------------- -------------------------- ---------------------------------------
FY2026TertiaryFilter (3590/96154) $7,000,000
:Ex nsn�ro----------- ---------------------- --------------------------------------------------------------------- '----------
FY 2031 Tertiary Filter (3590/96154) $1,610,000
Expansion_(proposed)
----------------------- ----------------------------------
---------------------------------------------------------------------------------------------------------
----------------------------------;----------------------------------- -----------------------------------
Total Funding $48,610,000.00
Page 3 of 4
V. ALTERNATIVES
No alternatives to this project at this time.
VI. TIME CONSTRAINTS
Council's approval will allow this project to continue towards completing design and
construction of the tertiary filtration facilities and meet the NPDES compliance date
of June 30, 2027.
VII. LIST OF ATTACHMENTS
Approved for Council Agenda: _
Page 4 of 4
TASK ORDER NO. 11281.E
Pursuant to the
MASTER AGREEMENT FOR PROFESSIONAL SERVICES
BETWEEN
CITY OF MERIDIAN (OWNER) AND
STANTEC CONSULTING SERVICES, INC. (ENGINEER)
This Task Order is made this 23rd day of May, 2023 and entered into by and between the City
of Meridian, a municipal corporation organized under the laws of the State of Idaho, hereinafter
referred to as "Owner", and accepted by STANTEC CONSULTING SERVI S INC.,
hereinafter referred to as "Engineer" pursuant to the mutual promises, covenant and conditions
contained in the Master Agreement ( ategory 2a) between the above-mentioned parties dated
October 1 , 0 0 The Project Name for this Task Order is as follows:
TERTIARY FILTRATION UPGRADE - FINAL DESIGN
GENERAL INFORMATION
The City of Meridian ( ity) Water Resource Recovery Facility (WRRF) is in year six of a ten-
year NPDES compliance schedule to reduce phosphorus effluent loadings to Fivemile reek
as required in the 20 7 EPA administered NPDES permit. The City has previously completed a
Wastewater Resource Recovery Facility Plan (WRRFP) in December 2018 per the facility
planning process identified in the Idaho Administrative Procedures Act (IDAPA), section
58.0 . 6. As part of that effort, a comprehensive Capital Improvement Plan was identified to
address the various treatment challenges and regulatory updates. In order to address more
stringent total phosphorus removal requirements, the need for additional tertiary filtration was
identified as part of that effort.
This Task Order consists of engineering services to implement tertiary filtration improvements.
These services are for progressing the preliminary design, which was completed as part of a
previous task order, through contractor bidding and award including design progression to 90%
(permitting set), 00% (bid) documents, and issued for construction documents. To streamline
the project schedule, an intermediate 60% design submittal milestone is not included. Stantec
will also provide bidding services to assist the City in awarding the construction contract.
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PROJECT UNDERSTANDING
Specific Project Requirements
Stantec has identified several requirements for this project that will be used as a framework for
establishing the preliminary and final design guidelines and expectations for the work. hese
project requirements include schedule, criteria, and facility design elements
Preliminary schedule requirements are listed below, while Attachment A provides an initial
schedule assumed as part of this scope of work:
• Final Design start by June 1, 2023
• Bid award by August 2024
• Substantial completion by March 026
• Startup and commissioning complete by June 30, 2026
• NPD S compliance date of June 30, 2027 (expected to be administered by State of
Idaho)
The 2040 flows will be the design basis of this project. However, the membrane capacity to be
installed as part of this project will be 12.5 MGD. This design flow corresponds to a 2032
design year ( 2 4 MGD peak month flow in 2032). This reduced design flow to meet 2032
conditions is per City decisions that occurred during Task Order 11281 .D as part of the
Capacity Phasing Evaluation. Design criteria requirements are as follows:
• otal Phosphorus - 8.5 Ibs/day (May-Sep monthly average)
• otal Phosphorus — 29.8 Ibs/day (Oct-Apr monthly average
• Membrane Equipping Design Flow (2032) — 12.4 MGD (peak month)
• Membrane Equipping Design Flow (2032) — 17.8 MGD (peak hour)
• Overall System Design Flow (2040) — 14.2 MGD (peak month)
• Overall System Design Flow (2040) — 22.3 MGD (peak hour)
The following project elements in Table 1 are anticipated to be designed and constructed
under this project. These serve as the basis for scoping and engineering services fee (fee).
The outcome of the preliminary design ( 01) has determined the final project approach
assumptions as noted below.
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Table 1. Project Design Elements.
Element/Process/Facility Description Assumptions
Sitework Civil sitework High groundwater
General grading and paving
Utilities and Yard Piping Includes bypass of membrane facility, tie-in to
offline equalization
Electrical sitework New switchboard with feeds to sectionalizing
cabinets, MCCs, and power panels in three
buildings via buried duct banks
Primary power designed upgrades
Landscape architecture Gravel to match existing
Coagulant Chemical Storage and Coagulant Pretreatment System New Chemical Building No.3 to house bulk
Feed Bldg. chemical storage and feed equipment. Coagulant
to be added to Secondary Clarifier Splitter Box,
use existing coarse bubble aeration and diffusion
wall for mixing.
Tertiary Pretreatment Strainers Automatic backwashing strainers, nominal size of
200-300 micron anticipated
Secondary Effluent Equalization Repurpose Reclaimed Water Use existing two 500kgal reclaimed water tanks,
System associated piping and pumps
Membrane Feed Pumping
Station Wet Well Wet well to be co-located with equalization tank
with isolation gates
Membrane Feed Pumps Vertical turbine
Tertiary Membrane Filtration Membrane based treatment and Micro or ultrafiltration membranes,with pressure
Building ancillary equipment vessel configuration
Ancillary systems may include backwash/reverse
flow pumps, air scour blowers,clean-in-place
system, neutralization system
Sample and analysis benchtop
MCCs and ancillary power system components,
Electrical PLC/HMI. No dedicated operations room or
workstations
Building plumbing and strainer wastes discharged
Residuals Handling to existing Plant Drain Pump Station
Membrane backwash and CIP wastes discharge
independently back to Headworks
Membrane Chemical Storage Bulk and tote storage, feed pumps Retrofit of existing facility(Chemical Building No.
and Feed Building and piping 1)
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General Project Approach
The following describes assumptions and conventions that were used in developing this scope
of servi es
Codes, Regulations, and Design Standards
Plans and specifications will be prepared in accordance with the standard of care for
professional engineering. City design standards, as applicable, will be used The facilities will
be designed in a cordance with standards, codes and regulations in effect as of March 2023,
and as des ribed in the Preliminary ngineering Report (PER) developed under T01 and any
subsequent revisions to the PER
Changes in codes and regulations which occur after the project start will be considered a
change in scope Stante will be using specifications suited specifically for the design-bid-build
delivery method based on its standard documents. The City will be responsible to provide
front-end equipment and construction procurement documents (Division 00 and 0 ) for the
final design construction bid. Stante will be responsible to provide all technical specifi ation
sections and to review and collaborate with the City on the procurement documents and
spe ifi ations
Design Approach
The design will be performed using Stantec's internal design standards and approaches,
in luding digital delivery methodologies: 3D design, building information models (BIM), and
intelligent P&IDs BIM models will be produ ed to an approximate level of development (LOD)
300 This LOD provides an accurate model where elements are defined with specific
assemblies, precise quantity, size, shape, location and orientation are detailed Drawings will
be produced from these models for City review.
CAD and BIM software:
Physical models for facilities: Revit family of products
Civil: Civil 3D (The Revit model is fixed in space in this platform)
Instrumentation and Control: AutoCAD Plant 3D
Drawings will be prepared in ANSI D format (22 by 34 inches).
Opinions of Probable Construction Cost
Stante will prepare opinions of probable construction cost (OPCC) using the appropriate
estimate classes, standard of are, and employing pertinent guidelines as established by the
Association for the Advancement of Cost Estimating (AACE).
OPCCs will be prepared midway between the 30% and 90% design and upon completion of
the 90% design documents (Classes 3 and , respectively).
City a knowledges that Stantec has no control over costs of labor, materials, competitive
bidding environments and procedures, unidentified field conditions, financial and/or market
conditions, or other fa tors likely to affect the OPCC of this project, all of which are and will
unavoidably remain in a state of hange, especially considering the high volatility of the market
attributable to A is of God and other market events beyond the control of the parties. City
further acknowledges that this is a "snapshot in time" and that the reliability of this OPCC will
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inherently degrade over time City agrees that Stantec cannot and does not make any
warranty, promise, guarantee, or representation, either express or implied that proposals, bids,
project onstruction costs, cost of operating, or cost of maintenance will not vary substantially
from Stantec's good faith OPCC.
"Design to Cost" Methodology
This project to date has incorporated both "best value" and "affordability" decision making to
strike a balan a between long term reliability and operability and cost in a volatile material
supply and labor market. Value engineering efforts have been executed as noted above to
confirm these approaches and overall project scope.
However, it is not anticipated that this project is now "design to cost" with the asso iated
potential rework and schedule delays implicit in that project delivery framework. It is anticipated
that the current approach has sufficient scope and cost consideration and that this task order is
oriented on design progression to meet schedule needs.
Any additional V , or design hanges to address revised cost goals shall be addressed as
scope amendments.
Land Acquisition
It is anticipated this project does not in lude any form of land acquisition.
Project Delivery Model
This s ope of servi es is structured for a conventional design-bid-build project delivery model.
Project Staging and Sequencing
The staging and sequencing will be developed in a continuation of the concepts developed in
the Preliminary Engineering Report (PER) submitted as part of TO1.
Assumptions:
Stantec's standard drawing symbols and abbreviations will be used, with the exception of
the City's new electrical standards. he City's new standards will be incorporated into
the project.
Standards specifications and formats will be used, with the exception of the City's new
electrical standards. The City's new standards will be incorporated into the project.
Stantec will adhere to City standards for equipment/asset tagging.
Unless they are required for permitting, Stantec will not submit design calculations for the
project, although they will be stored on internal Stantec servers.
No LEED or ENVISION requirements are anticipated for the facility.
It is assumed that deep foundation systems will not be required.
Buildings will be premanufactured metal buildings as needed to mat h existing site
archite tural standards.
Site Drainage Study results will be shown on a Grading and Drainage Plan Notes sheet No
report will be submitted.
No restrooms or finished office spaces are anticipated.
xisting structural facilities will be decommissioned, but not demolished.
le trical onduit routing will not be shown on plan sheets.
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Drawing List
An update drawing list for Task Order 1128 has been included to show the expe ted
drawings that will be developed under this ask Order. This list was used as the basis to
confirm final design approach and establish level of effort; refer to Attachment B
SCOPE OF WORK
TASK 1 - Final Design
Stante will prepare final plans and technical specifications based on the design con epts and
criteria developed during Preliminary Design (TO1) and as further revised in Task Orders
11281 B and 1 8 .D The Final Design will be a progressive development of concepts and
decisions implemented during the previous task orders. This Task Order 1 281 E includes
design efforts to progress the design from previous preliminary design concepts through 100%
design, including permitting and bidding.
The Final Design will be documented in two formal design deliverables (90% and 100%
design) but will be progressed with additional interim package checks as noted in the 90%
design details herein. he design packages will be submitted to the City for review after ea h
design deliverable is omplete. Interim review workshop sessions will be held for general
review of the design to confirm design progress direction and incorporation of the design
improvements and alterations. Design do uments will be signed and sealed by licensed
engineers and submitted for the planning and permit applications. Formal workshops will be
condu ted to review each of the two design deliverables with the City.
The City review period is assumed to be two weeks for each deliverable. Stantec may elect to
continued work in parallel to the City review to reduce overall schedule as needed. Stantec will
maintain an up-to-date omment log in electronic format to track City review comments on
each design submittal and review session and the associated Stantec responses City
comments will be incorporated into the next submittal, as appropriate.
Stante will assist the City in providing larification and/or responses for comments and
questions that arise during the planning and permit application processes.
General Task Order Assumptions and Exclusions
• Closed Circuit elevision — It is not anticipated that closed circuit television will be
required for any existing utilities on the site, or at the points of interconnection If during
Final Design, a need for these services arises, these services can be authorized as
supplemental services.
• Water Quality Sampling and Analysis — It is not anticipated that additional sampling and
water quality analysis will be required. Separate pilot testing activity will not be
performed
• Dewatering Investigation — It is not anticipated that a site-specific dewatering
investigation will be required, however, the geotechnical report as performed in Task
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Order 1 81 .13, will include groundwater levels, soil haracteristics and general
recommendations for dewatering based upon the field investigations and site conditions
identified and reported on by the geotechnical subcontractor. Dewatering systems will
not be designed by Stantec and will be left up to the contractor to adequately dewater
the subgrade based upon general dewatering specifications and specific site
requirements.
• Survey he City will perform the site survey and coordinate with Stante on the scope
of work to incorporate the needs for Stantec's design team for a omprehensive site
survey It is assumed that the City will be able to perform the survey and the survey
information is available prior to the start of this work.
• Current design does not include any pH control or stabilization downstream of the new
tertiary filtration process
• lectrical design will assume that heroical building areas will be considered non-
orrosive spaces per City direction.
1 .1 Project Management and Coordination
The project management and coordination work for this task order will include:
1 .1 .1 Project Management Plan Update
Stante will revise the proje t management plan (PMP) developed during preliminary design to
define the delivery approach, staffing, responsibilities, schedule, risks and project deliverables.
The PMP will be reviewed and updated on a quarterly basis.
1.1.2 Progress Reporting Meetings
Stante will keep the City advised of the status of the design progress. This coordination will
in lude monthly project management meetings with the City with an average of three Stantec
staff to ommuni ate and document identified project risks, action items, change of conditions,
schedule updates, financial status, and general project status. The meetings are expected to
average 90 minutes in duration, and Stantec will coordinate and submit agenda before and
meeting notes within two working days of the meeting. Separate technical workshops will be
scheduled outside of these monthly progress meetings.
1 .1 .3 Internal Team Coordination
Stante will meet with design team leads on a bi-weekly basis to coordinate discipline status,
identify risks, and provide a forum for issues or questions that need to be communicated or
coordinated with the City or that need further attention within the design team.
1 .1 .4 Design Progress Review Meetings
Stante will oordinate, prepare an agenda, and distribute notes from bi-weekly design
meetings with the City through the 90% design. The agenda will generally be established as a
result of items and questions identified during internal design meeting that need review, input
or decisions made by the City. It is assumed that the City will provide decision makers from the
WRRF and City including plant management, engineering, operations, maintenance, and
electri al/controls staff Stantec will provide at least three team staff at each meeting but will
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also in lude spe ific discipline leads as design conditions warrant. A portion of these meetings
will in lude the ongoing design reviews in lieu of the 60% design submittal reviews where
Stante will walk the City through the latest 3D models and design issues and challenges to
get ongoing input into the design as it progresses to 90% level.
1 .1 .5 Progress Tracking and Reporting
Stante will prepare and maintain tracking tools for monthly reporting and invoicing to the City.
The invoicing will in lude monthly status updates on a task-by-task basis, physi al per ent
complete status and any changes or new risks identified in the billing period.
Assumptions:
Invoicing will be performed monthly unless otherwise coordinated with the City due to
inactivity.
Progress reporting meetings are assumed to generally be virtual or with local Stante staff
travelling to Meridian unless otherwise requested or coordinated for external staff to
attend.
Change logs and other documentation requested by the City will be kept and maintained on
a Stantec Microsoft Teams SharePoint site. The SharePoint site will be available for the
City and Stante staff and be used for shared and transfer documents.
Notes will be taken by Stantec and distributed to the City for review and documentation of
meeting decisions and topics.
1.2 Permitting
The following site investigations and support will be completed in parallel to the final design
effort.
1 .2.1 Permitting Support
Stante will work with the City to identify necessary design phase permits for activities related
to the project and detail the requirements for application for the permits, permit deadlines,
contact persons, and processing time. Stantec will evaluate the need for new permits,
modifi ations to existing City permits, and requirements for permit issuance
For ea h applicable permit, Stantec will determine the permit application requirements and
deadline(s) Stantec will also determine associated costs and requirements for construction,
operating, and the schedule to obtain the permit.
Findings from this task will be do umented in a Technical Memorandum (TM). The TM will
summarize the evaluation process and serve as a reference guide for the authority and
jurisdiction of the issuing agency, likely permit requirements, costs, application needs, and
schedule impa is anticipated to construct the project.
Stante will review and respond to the agency design review comments formally as part of this
task The incorporation of agency review comments into the design will be part of the Issued
for Constru tion task herein
Assumptions and Deliverables:
0 he City will pay all permit fees.
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• A revised/amended PER will be submitted as previously contracted. Review comments
to the revised PER will be incorporated into the final design. No additional submittal is
anticipated under this Task Order 11281 .E.
• he City will coordinate and meet with permitting agencies, as required. No meeting
support from Stantec is anticipated. Any additional meetings with the Idaho Department
of Environmental Quality to discuss membrane equipment adherence to IDAPA
requirements can be included as Supplemental Services.
• he permitting to be reviewed is assumed to be limited to NPDES, Reuse Permit, and
ity building permit
• Stantec will not lead the permitting as part of Task Order 11281.E but will support the
ity with information in the permit applications including documentation necessary for
ity building permitting.
• his effort assumes agency design review comments will be incorporated into the final
design in separate task and Stantec will provide formal responses to the agency
regarding their review comments It is assumed that the agencies will be limited to the
ity of Meridian and Idaho DEQ.
• It is not expected that additional permitting and approval negotiations are needed.
• Draft and permitting memorandum with a table of the permits, technical deliverables
required, contact person from the permitting authority, estimated schedule, and permit
fees The memorandum will be finalized upon City review.
• Agency meeting notes
1 .2.2 Idaho Power Energy Efficiency Support
Stantec will assist in the preparation of the preliminary grant applications for Building fficiency
and Custom Wastewater Process fficiency incentive programs. This task generally includes
documenting energy efficient design measures included in the Project that qualify for grant
incentives as follows:
• Building Efficiency (lighting, HVAC, building envelope, controls)
• ustom Wastewater Process Efficiency (motor systems, controls, pumps)
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Assumptions and Deliverables:
• he City will Provide coordination assistan a to the Consultant in support of the grant
appli ation preparation.
• lectronic copies of the draft preliminary grant applications and of the final preliminary
grant applications (Excel spreadsheets).
• Custom wastewater process efficiency grant application backup in luding calculations
and support documents (Excel spreadsheets).
• Stante reserves the right to sub ontract an energy efficiency expert to assist with the
appli ation and associated information.
1 .3 Membrane Equipment Pre-procurement Support
Membrane equipment pre-procurement will be selected and procured as part of ask Order
11281 B. However, Stantec will continue to track, answer questions, review submittals and
provide support to the City after the membrane vendor bidding and selection process has been
completed. This includes design progress meetings and workshops. Stantec will coordinate
with the selected membrane supplier to obtain design feedback and certification of ompliance
per the membrane pro urement specification documents.
Assumptions and Deliverables:
• Four 8-hour in-person design progression workshops are required with the membrane
supplier, City, and up to four Stantec staff in attendance.
• A maximum of 26 bi-weekly 1-hour design progress meetings are required with the
supplier, City, and up to three Stantec staff in attendance. The purpose of these
meetings is to coordinate with the membrane supplier on detailed design progression.
• Procurement method will be owner pre-purchase of equipment to furnish to the
ontractor
• hree submittal reviews are expected be needed for the selected vendor's equipment
(one initial and two revised submittals). It is expected that each submittal will be
reviewed by me hanical, electrical, instrumentation and controls, structural, and building
mechanical dis ipline leads, as well as other support engineering staff. A ross-
discipline review will also be included to ensure conformity to all design omponents
• Submittal review will include a review of existing design documents in development by
Stante Stantec will either provide feedback to the membrane supplier based on
Stante 's design efforts or will adapt design documents to be onsistent with the
membrane package. Effort is included as part of this Task 1.3, as well as Task 1.4 for
this effort.
• Stante will work with manufacturer to adapt manufacturer standards to City and
standards relevant to this project.
• Stante will track progress of the procurement and delivery process monthly.
• Stante will prepare a meeting agenda and minutes for all external meetings with the
membrane supplier, including the bi-weekly progress meetings and design progression
workshops. Internal coordination by Stantec to prepare any support materials for
meetings is also included in this Task 1.3.
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• Stantec will lead all meetings where the ity and/or membrane supplier is present.
1 .4 90% Design Documents
The 90% Design phase will include major progression from the 30% design with direction from
the interim check set sessions. The 90% Design submittal will progress the design to be
substantially complete This submittal will include the complete set of plans and specifications
expected for the project; an updated drawing list has been included as Attachment B. No new
drawings and/or specification sections by Stantec will be expected after this stage City
comments on the previous submittal and interim checks will have been resolved, addressed
and/or incorporated in this submittal.
The project is essentially finished except for City and regulatory final review and associated
comment incorporation. The following are general descriptions of the design items for each
discipline assumed for the design. The list of items included in the design may vary slightly as
the design progresses and is adjusted.
1 .4.1 General
• Update drawings (from previous Preliminary Design (T01) submittal)
• Progress and finalize additional detail drawings
• Update list of remaining drawings
• Update list of specifications
• Draft and finalize major equipment specifications
• Update equipment list (major equipment)
• Progress and finalize BIM models
• Progress and finalize drawings
• Progress and finalize specifications
• Progress and finalize equipment list
1 .4.2 Process Mechanical
• Finalize process design calculations
• Finalize major equipment sizing and pipe sizing calculations
• Finalize major equipment selection (type, size, weight, arrangement)
• Update hydraulic profile
• Finalize mechanical portion of P&IDs, including tag numbers
• Select and size control valves and all other valves
• Finalize pump and blower selection (e.g., type, size, weight, arrangement)
• Revise piping materials
• Update process mechanical drawings
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• Draft and finalize equipment specifications and schedules. oordinate with coating,
package control systems, and electric motor specifications.
• Define process startup requirements.
1 .4.3 Civil
• Road Design
o Determine parking requirements.
o Develop road layout for access to all buildings and structures.
o Determine locations of driveways, curb cuts, dumpsters, etc.
o Finalize roadway geometrics and horizontal and vertical alignments.
• Site Grading
o Prepare site grading drawings
o stablish finish floor elevations and road profiles.
o Develop terrain model and calculate earthwork quantities.
• Site Drainage
o Show stormwater control concepts (e.g., detention, swales, curb, and gutter)
o Develop storm sewer system and coordinate with site utilities and with building
services for roof drains.
o Develop manhole and inlet concepts.
o Size stormwater features - ponds, basins, ditches.
• Site/ ivil Plans
o Update and finalize site layout and set up overall survey control. Delineate the
boundaries of the site constraints based on legal, environmental, and regulatory
restrictions, including road layout, building locations, and overall grading.
o stablish horizontal locations of major structures and buildings. Set up
coordinate table and identify control points of facilities.
o Locate contractor staging areas and haul routes.
o Obtain traffic generation, paving, and parking requirements from City.
0 oordinate with Building Services to obtain fire access and hydrant requirements
from Fire Marshall.
o Identify access control, fencing, and security arrangements.
o Landscaping will be limited to crushed gravel groundcover to match the existing
facility and will be incorporated into civil design documents.
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Stantec Consulting Services
o Provide coordinates or layout dimensions for new fa ilities. Locate buildings and
facilities by structural grid line intersection, if applicable
o Finalize fencing, gates, security, and access control.
o Finalize roadway pavement design, sections, and details.
o Locate sidewalks, door, and equipment pads.
o Finalize grading and add spot elevations. Coordinate with architectural and
structural disciplines for grades at building entrances, equipment pads, and stair
landings.
• Site Utility Plans
o Size storm sewer capacity/size and hydraulic grade line (HGL) profile.
o Lay out process piping, storm drain system, and building services (water, fire
protection, natural gas, sewer)
o Lay out electrical power and communications duct banks, in coordination with
ele trical and I&C dis iplines.
o Determine conne tion points and lay out major piping and utilities.
o Develop oordinate table to be completed in 90% Design.
o Develop and finalize horizontal and vertical alignment of utility systems.
o Develop and finalize storm drainage system based on final grading plan and
omplete manhole and inlet schedule.
o Develop and finalize pipe profile drawings.
o Develop and finalize piping se tions.
• Site Demolition Plans
o Prepare site demolition plans
• Site/Civil Details
o Prepare project-specific and standard details.
• Develop and finalize specifications
1 .4.4 Instrumentation & Control
• Finalize control narratives and initiate control strategy specifications.
• Draft and finalize ontrol system specifications, including instrument component
specifi ations or instrument data sheets.
• Size and select instruments.
• Develop and finalize preliminary instrument list.
• Develop and finalize preliminary 1/0 List.
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• Develop equipment and package ontrol systems guidance that defines controls,
operator interfaces, instrument, and 1/0 requirements.
• Finalize P&ID drawings, including loop numbers, instrumentation, and 1/0
• Updated control system block diagram.
• Progress and finalize P&IDs
• Final control system block diagram.
• Prepare installation details.
• Prepare any other miscellaneous I&C drawings.
• Review and provide input on actuator, adjustable speed drive, equipment, electrical,
and pa kage control system specifications.
• Incorporate telephone, data, access control, intrusion detection, CC V, and paging
design (if any).
• Finalize loop descriptions in Commissioning Database.
• Finalize Design Calculations.
1 .4.5 Architectural
• Finalize code analysis for each building on drawing sheets.
• Finalize all life safety requirements including egress, fire suppression, and smoke
ontrol, as appli able.
• Develop and finalize interior design concepts.
• Finalize floor plans and building elevations.
• Develop and finalize major building and/or wall sections to define the vertical
relationship of all building elements.
• Finalize spe ifications, specification schedules, and coordinate with drawings:
o Doors Assemblies
o Window Assemblies
o Louvers
o Signage
o Finishes: interior and exterior
o Details included and properly coordinated into drawings
o Floor, ceiling and roof plans
o Fire extinguishers located and scheduled
o Other architectural sections, appurtenances and details
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1 .4.6 Building Mechanical Services
• Finalize minimum air change rates based on governing codes, agency, local
requirements, and design guides.
• Finalize room pressurization s heme
• Finalize existing systems and apacities.
• Finalize air flow schemati s; these will indicate major equipment and show the air flow
balance to meet ventilation and pressurization requirements.
• Finalize type of ventilation system to be used in process buildings (e.g., inlet air
tempered with both inlet and outlet fans, simple exhaust fan system).
• Confirm ontaminants of exhaust stream and ensure segregation of streams as
required.
• Based on the exhaust systems identified and the air discharge requirements, finalize the
requirements for safe discharge.
• Finalize HVAC control system approach and level of communication/control by the
WRRF SCADA system.
• Finalize fuel (e.g., gas, oil, or other fuel) for heating buildings; identify local fuel storage
requirements.
• Finalize utility requirements for all process, mechanical, and HVAC equipment
• Finalize the design criteria for the utility systems including temperature, pressure, and
filtration, for all systems.
• Finalize the major equipment identified on P&ID drawings with respect to energy code
requirements. Prepare HVAC data sheets for selected equipment.
• Finalize the to ation of the major equipment identified on general arrangement
drawings. Size of equipment rooms will be coordinated with Architect.
• Finalize s hemati s for all identified systems. Include final control valve sizing, alarms,
shutdown and control setpoints, drain valves added as a result of actual pipe routing,
final sizes for relief valves, identification of hard-wired interlocks, and modification of the
vendor supplied packages
• Plans, Se Lions and Details
o Develop and finalize HVAC Floor plans suitable for bidding and construction.
Include plan drawings indi ating the duct routings, dimensions, sections, details
and schedules.
o Develop and finalize piping drawings suitable for bidding and construction
(amount of detail will vary with the project). Show pipe routings, dimensions,
sections, details, and schedules.
o Develop and finalize HVAC standard details. Cross reference details to plans.
o Develop and finalize HVAC equipment schedules.
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• Develop and finalize louver sizing
• Develop and finalize pressure drop al ulations. In orporate any changes to pressure
drop calculations and motor sizing for each of the systems identified.
• Develop and finalize heat tracing loads.
• Develop and finalize Specifi ations:
o for all utility systems including piping, insulation, etc.
o for HVAC-related components including ductwork, insulation, etc.
• Develop and finalize schedules.
• Complete standard details
1 .4.7 Structural
• Prepare and finalize foundation plan(s) and sections for buildings, equipment, and pipe
racks.
• Prepare and finalize framing plans, details and building sections of all floor levels and
roof
• Prepare and finalize exterior and interior elevation drawings to show brace to ations.
• Prepare and finalize selected connection detail drawings.
• Indicate slab depression(s) and/or slope(s) required for sumps, trenches, etc.
• Prepare and finalize framing plans and details for equipment and pipe racks.
• Show construction phasing and existing items to remain or be demolished on drawings
• Prepare and finalize structural specifi ations.
• Develop and finalize design alculations for:
o structural design cal ulations of all gravity load resisting structural systems,
members, and details.
o lateral lad resisting systems calculations including those for all details. Describe
flow of forces and/or systems in final calculation narrative.
o structural design calculations for all mechanical, electrical, I & C, archite tural,
pro ess, and related supports and systems that will not have calculations
provided by deferred submittals.
1 .4.8 Electrical
Development and finalization of primary power site electrical and associated connections to
facility transformers and other equipment. Stantec will coordinate with DC Engineering
regarding ongoing WRRF electrical improvements.
Power Supply and Distribution: update load calculations.
Determine if existing centralized standby power generation system which serves the entire
facility has sufficient capacity to operate the membrane facility at full load or if it will
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need to be operated at reduced load. Modifications to the standby power generation
system are not in the scope of this project.
Single-line Diagrams
o Finalize overall Single-line diagram.
o Update and finalize preliminary Single-line diagrams for each proposed facility.
• quipment Elevations
o Further evaluate accuracy of elevations to confirm allocated space is suffi ient.
• Site le trical
o Develop and finalize to ation of outdoor electrical equipment, such as
transformers and sectional cabinets.
o Lay out duct bank system, including major runs, manholes, and handholes.
• Plans
o Develop and finalize size of electrical rooms and update layout of the major
ele trical equipment located in each electrical room.
o Identify routing methods for electrical conduit and trays.
o Determine equipment, if any, requiring uninterruptible power supplies (UPS) and
locations of UPS equipment.
• Lighting Design
o Develop and finalize detailed lighting concepts; select luminary types in
onjunction with architect.
o Develop and finalize lighting layouts and initial lighting calculations.
o Develop and finalize preliminary site lighting layout.
• Develop and finalize ele trical specifi ations
• Finalize short circuit calculations.
• Finalize heat load calculations for duct banks.
• Finalize power supply and distribution
• Develop and finalize ele trical drawings
o le trical Legend and Abbreviations
o Site Plan(s)
o Single-line Diagram(s)
o levations
o Control Diagrams
o Demolition Plans
o Power Plans
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Stantec Consulting Services
o Lighting Plans
o Grounding Plans
o Hazardous Area Definition Plans and Sections (where needed for clarity)
o Riser Diagrams (for telephone, data, fire alarms, security, paging)
o le trical Schedules
o Standard Details
1.5 100% Design (Bid) and Issued for Construction Documents
Following receipt of City and regulatory review comments on the 90% Design submittal,
Stante will prepare and submit 100% Design documents. It is not anticipated that additional
design elements will be identified or incorporated between 90% and 100% Design, rather this
deliverable is intended to include final review comments and minor annotative clarification for
bidding and construction clarity and accura y. As part of this Task 1.5, Stantec will provide a
final Issued for Construction set for the contractor that includes addenda at the completion of
bidding services (see Task 1.9). No additional design effort is expected after this submittal
before onstru tion begins.
1 .6 Quality Control
Stante will perform internal to hnical review prior to submittal to the City, per its Quality
Management Plan and Stantec's corporate standards. Stantec's Engineers of Record will
review and all deliverables and criti al cal ulations prior to sending for internal independent
reviews by a qualified senior engineer or technician. In addition, all documents requiring
multiple dis iplines will be reviewed for interdisciplinary coordination. All Stantec reviews will
have documented review comment and responses. Only upon the completion of this level of
quality ontrol will deliverables be sent to the City or permitting agencies for review. City and
other review comments will be addressed, formally responded to, and documented.
Deliverables:
• Responses to City comments
• City omment response log
1 .7 Capital and O&M Cost Updates
1 .7.1 Interim Cost Opinion
The 30% design submittal and associated OPCC will be used as a baseline for the City's use.
Cost estimate adjustment will be made as the design progresses toward 90%. Stantec will not
perform an OPCC update between 30% and 90% but will rely on the cost trending revisions as
changes are made to the design. In addition, the O&M cost estimates will be updated
accordingly if assumptions and design direction is altered.
1 .7.2 90% Cost Opinion
The 90% Design submittal to the City will be the basis of the final updated bottom-up OPCC for
City review his cost opinion will address design development to-date and any cost trend
ASK ORD R 1 91. —Tertiary Filtration Upgrade—Final Design Page 18 of 21
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items since the previous OPCC developed during the Interim Cost Opinion This OPCC will be
the engineer's estimate for comparison to project construction bids. In addition, the O&M cost
estimates will be updated accordingly if assumptions and design direction is altered.
1 .7.3 Construction Cost Model Trending
Stantec will establish the construction cost model trending form the Class 3 OPCC that was
performed in the preliminary design. Changes in cost expectation will be tracked and shared
with the City, to allow for efficient design and cost management. The focus will be to avoid cost
over-run and achieve budgeted project goals. The information will be tracked in the
change/decision log and shared at each monthly meeting with the appropriate adjustments to
the cost trend model.
Assumptions and Deliverables:
• ost trend log at each monthly update and OPCC deliverable.
• OPCC, final Class 2
• Updated O&M estimates
1 .8 Interim Checks and 90% Review Workshops
Stantec will coordinate an interim design check session between the 30% design completion
and the 90% design submittal in lieu of a 60% design deliverable review. The intent of this
session is to review the progress of the design, provide a forum for City staff to provide
feedback on design progress and changed items since 30% and previous design review
checks along with a forum for collaboration and design change/decision documentation.
However, this will not include a formal design submittal but will rather be a comprehensive
digital walkthrough of the design.
Stantec will also hold a review workshop with City Staff at the end of the City's review of the
90% Design submittal This workshop will be held to discuss staff review comments, clarify
elements in the submittal as needed, and confirm approach to allow the report to be finalized.
In addition, Stantec may review the design progression at each regular meeting with the ity
including walkthrough of 3D and design models as they progress, design issues that have
risen since previous discussions, clarifications and other design challenges and decisions. his
effort is in lieu of the 60% design deliverable review.
Assumptions and Deliverables:
• hree Stantec staff will be in-person for the interim review session and 90% review
workshop for the entire meeting plus discipline leads involved as needed virtually.
• he interim review session and 90% workshop are assumed to take approximately 3-
hours per session (not including the regular design progression reviews)
• he ity will provide sufficient staff for the various discipline areas to provide adequate
review of the design progression.
• hese sessions will be attended both virtually and in-person at the City conference
room.
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Stantec Consulting Services
• Response and documentation of interim check review comments and decisions
• Response to 90% review omments
• Workshop notes will be provided
1.9 Bidding Services
The intent of the bid period servi es is to provide engineering support to the City to issue and
review ontra for bids. Stantec will assist the City in technical aspects of bidding Spe ific
services to be provided are as follows:
1 .9.1 Technical Specifications and Plans
Stante will make technical plans and specifications available to the City in the form of
electronic PDF files to be used in the solicitation.
1 .9.2 Pre-bid Conference
Stante will attend a pre-bid conferen a and prepare a concise summary presentation of
project work elements The City will prepare and distribute a Pre-Bid Agenda and minutes of
the meetings.
1 .9.3 Bidder Questions / Addenda
Stante will provide answers / clarifications to the City Procurement Division to incorporate un
addenda. All answers / clarifications will be documented in writing on a standard Proje t
Information Request Form and submitted to the Procurement Manager with a copy to the City's
Project Manager The number of questions is not expected to exceed 15 and level of effort per
question is assumed to be approximately two hours per bidder question.
1 .9.4 Bid Review
Stante will attend the package bid openings conducted by the City. Stantec will perform a
general conforman a review of the two apparent low bidders and provide a bid review letter for
City use in determining bid responsiveness and recommendation for award.
Additional Bidding Assumptions and xclusions:
• Levels of effort and associated budget beyond these assumptions shall be authorized in
writing as Supplemental Services
• Conformed Do uments — It is not anticipated that conformed documents will be
prepared.
• City to manage bid documents and bid opening.
• City to oordinate and lead Pre-bid Conference.
ASK ORD R 1 91. —Tertiary Filtration Upgrade—Final Design Page 20 of 21
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TIME OF COMPLETION and COMPENSATION SCHEDULE
COMPENSATION AND COMPLETION SCHEDULE
Task Description Estimated Completion Date Compensation
1 Final Design ■
1.1 Project Management& Coordination ■ August 27, 2024 $201,172
1.2 Permitting ■
1.2.1 Permitting Support ■ Aril 30, 2024 $45,275
1.2.2 Idaho Power Energy Efficiency . April 30, 2024 $11,571
Support
SUB TOTAL ■ $56,846
1.3 Membrane Equipment Pre- ■ May 2, 2024
Procurement Support $110,024
1.4 90% Design Documents ■ April 23, 2024 $1,399,848
1.5 100% Design (Bid) & Issued for ■ May 7, 2024
Construction Documents $280,061
1.6 Quality Control ■ May 7, 2024 $112,657
1.7 Capital & O&M Cost Updates ■ March 8, 2024
1.7.1 Interim Cost Opinion ■ March 8, 2024 $35,055
1.7.2 1 90% Cost Opinion ■ March 8, 2024 $12,056
1.7.3 1 Construction Cost Model Trending ■ March 8, 2024 $7,275
SUB TOTAL ■ $54,386
1.8 Interim Checks and 90% Review ■ March , 2024
Workshops $22,692
1.9 1 Bidding Services I August 27, 2024 1 $19,241
TASK ORDER TOTAL: $2,256,927
The Time & Materials Not-To-Exceed amount to omplete all services listed above for this
Task Order is Two Million, Two Hundred Fifty-Six Thousand, Nine Hundred Twenty-Seven
Dollars ($2,256,927). No compensation will be paid over the Not-to-Exceed amount without
prior written approval by the Owner in the form of a Change Order. No travel or expenses will
be reimbursed through this agreement All costs must be incorporated in the individual tasks
within the Compensation and Completion Schedule above.
CITY OF MERIDIAN CONSULTANT
Digitally signed by
Michael
Michael Fuss
F U 5 5 Date:2023.05.16
BY: BY: 08:14:38-06'00'
K ITH WATTS, Purchasing Manager MICHAEL FUSS, P E.,
Inland NW Pra tice Lead
Dated: ated:
City Project Manager:
David Briggs, P. .
TASK ORD R 1 291 —Tertiary Filtration Upgrade—Final Design Page 2 of 21
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ity of Me idia Drawing List
Tertiary Filtration Facilities
ATTACHMENT B - FINAL DESIGN DRAWING LIST
SUBMITTAL
# DRAWING NO.DRAWING NAME 30% 90% Final
GENERAL DRAWINGS
1 000-G-001 COVER SHEET X X X
2 000-G-002 SHEET INDEX-I X X X
3 000-G-003 SHEET INDEX-11 X X X
4 000-G-004 COMMON SYMBOLS X X X
5 000-G-005 COMMON ABBREVIATIONS X X X
6 100-G-001 DESIGN CRITERIA-I X X X
7 100-G-002 DESIGN CRITERIA-II X X
8 100-G-101 OVERALL SITE PLAN X X
9 100-G-601 PIPE SCHEDULE X X X
10 100-G-602 PROCESS FLOW DIAGRAM X X X
11 100-G-603 LIQUID STREAM HYDRAULIC PROFILE X X X
12 100-G-604 BYPASS LIQUID STREAM HYDRAULIC PROFILE X X X
13 100-G-605 EMERGENCY OVERFLOW LIQUID STREAM HYDRAULIC PROFILE X X X
14 100-G-606 EQUALIZATION STREAM HYDRAULIC PROFILE X X X
CIVIL DRAWINGS
15 000-C-001 CIVIL NOTES,ABBREVIATIONS AND SYMBOLS X X X
16 000-C-501 CIVIL STANDARD DETAILS-I X X
17 000-C-502 CIVIL STANDARD DETAILS-11 X X
18 000-C-503 CIVIL STANDARD DETAILS-III X X
19 000-C-504 CIVIL STANDARD DETAILS-IV X X
20 000-C-505 CIVIL STANDARD DETAILS-V X X
21 100- D-101 DEMOLITION PLAN X X X
22 100- D-102 SITE DEMOLITION PLAN-AREA I X X X
23 100- D-103 SITE DEMOLITION PLAN-AREA 11 X X X
24 100- D-104 SITE DEMOLITION PLAN-AREA III X X X
25 100- D-105 SITE DEMOLITION PLAN-AREA IV X X X
26 100-C-101 OVERALL SITE PLAN AND KEY SHEET X X X
27 100-C-102 HORIZONTAL CONTROL AND PAVING-AREA I X X X
28 100-C-103 HORIZONTAL CONTROL AND PAVING-AREA 11 X X X
29 100-C-104 HORIZONTAL CONTROL AND PAVING-AREA III X X X
30 100-C-105 HORIZONTAL CONTROL AND PAVING-AREA IV X X X
31 100-C-106 GRADING AND DRAINAGE PLAN-AREA I X X
32 100-C-107 GRADING AND DRAINAGE PLAN-AREA II X X
33 100-C-108 GRADING AND DRAINAGE PLAN-AREA III X X
34 100-C-109 GRADING AND DRAINAGE PLAN- AREA IV X X
35 100-C-110 YARD PIPING PLAN-AREA I x X X
36 100-C-111 YARD PIPING PLAN-AREA II X X X
37 100-C-112 YARD PIPING PLAN-AREA III X X X
38 100-C-113 YARD PIPING PLAN-AREA IV X X X
39 100-C-201 YARD PIPING PROFILES-I X X
40 100-C-202 YARD PIPING PROFILES-11 X X
41 100-C-203 YARD PIPING PROFILES-III X X
42 100-C-204 YARD PIPING PROFILES-IV X X
43 100-C-205 YARD PIPING PROFILES-V X X
44 100-C-206 YARD PIPING PROFILES-VI X X
45 100-C-207 YARD PIPING PROFILES-VI X X
46 100-C-301 SITE SECTIONS-I X X
47 100-C-302 SITE SECTIONS-11 X X
48 100-C-303 SITE SECTIONS-III X X
49 100-C-304 SITE SECTIONS-IV X X
50 100-C-501 DETAILS-I X X
51 100-C-502 DETAILS-11 X X
52 100-C-503 DETAILS-III X X
53 100-C-504 DETAILS-IV X X
54 100-C-505 DETAILS-V X X
55 100-C-601 YARD PIPING POINT TABLE-I X X
56 100-C-602 YARD PIPING POINT TABLE-11 X X
57 100-C-603 YARD PIPING POINT TABLE-III X X
DRAWINGSSTRUCTURAL 58 000-S-001 STRUCTURAL GENERAL NOTES X X X
59 000-S-002 STRUCTURAL INSPECTION SHEET-I X X X
60 000-S-003 STRUCTURAL INSPECTION SHEET-11 X X X
61 000-S-004 STRUCTURAL INSPECTION SHEET-III X X X
62 000-S-501 STANDARD DETAILS-I X X
63 000-S-502 STANDARD DETAILS-11 X X
64 000-S-503 STANDARD DETAILS-III X X
65 000-S-504 STANDARD DETAILS-IV X X
66 000-S-505 STANDARD DETAILS-V X X
67 000-S-506 STANDARD DETAILS-VI X X
68 000-S-507 STANDARD DETAILS-VII X X
69 000-S-508 STANDARD DETAILS-Vill X X
70 000-S-509 STANDARD DETAILS-IX X X
71 000-S-510 STANDARD DETAILS-X X X
72 000-S-511 STANDARD DETAILS-XI X X
73 000-S-512 STANDARD DETAILS-XII X X
74 500-S-101 OVERALL FOUNDATION PLAN X X X
75 500-S-102 PARTIAL FOUNDATION PLAN-I X X X
76 500-S-103 PARTIAL FOUNDATION PLAN-11 X X X
77 500-S-104 OVERALL LEVEL 1 FLOOR PLAN X X X
78 500-S-105 PARTIAL LEVEL 1 FLOOR PLAN-I X X X
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# DRAWING NO.DRAWING NAME 30% 90% Final
79 500-S-106 PARTIAL LEVEL 1 FLOOR PLAN-11 X X X
80 500-S-107 OVERALL MEZZANINE PLAN X X
81 500-S-108 PARTIAL MEZZANINE PLAN-I X X
82 500-S-109 PARTIAL MEZZANINE PLAN-II X X
83 500-S-110 OVERALL ROOF PLAN X X
84 500-S-111 PARTIAL ROOF PLAN-I X X
85 500-S-112 PARTIAL ROOF PLAN-11 X X
86 500-S-301 SECTIONS-I X X X
87 500-S-302 SECTIONS-II X X
88 500-S-303 SECTIONS-III X X
89 500-S-304 SECTIONS-IV X X
90 500-S-305 SECTIONS-V X X
91 500-S-306 SECTIONS-VI X X
92 500-S-307 SECTIONS-VII X X
93 500-S-401 ENLARGED PLANS-I X X
94 500-S-402 ENLARGED PLANS-II X X
95 500-S-403 ENLARGED PLANS-III X X
96 500-S-404 ENLARGED PLANS-IV X X
97 500-S-501 DETAILS-I X X
98 500-S-502 DETAILS-11 X X
99 500-S-503 DETAILS-III X X
100 500-S-504 DETAILS-IV X X
101 500-S-505 DETAILS-V X X
102 500-S-506 DETAILS-VI X X
103 500-S-507 DETAILS-VII X X
104 500-S-508 DETAILS-VIII X X
105 500-S-509 DETAILS-IX X X
106 500-S-510 DETAILS-X X X
107 510-S-101 FOUNDATION PLAN X X X
108 510-S-102 ROOF PLAN X X
109 510-S-301 SECTIONS-I X X
110 510-S-302 SECTIONS-11 X X
111 510-S-303 SECTIONS-III X X
112 510-S-501 DETAILS-I X X
113 510-S-502 DETAILS-11 X X
114 510-S-503 DETAILS-III X X
115 530-S-101 FOUNDATION PLAN X X X
116 530-S-102 FLOOR PLAN X X X
117 530-S-103 ROOF PLAN X X
118 530-S-301 SECTIONS-I X X X
119 530-S-302 SECTIONS-11 X X
120 530-S-303 SECTIONS-III X X
121 530-S-501 DETAILS-I X X
122 530-S-502 DETAILS-11 X X
123 530-S-503 DETAILS-III X X
ARCHITECTURAL DRAWINGS
124 000-A-001 ABBREVIATIONS AND SYMBOLS,GENERAL NOTES X X
125 000-A-501 STANDARD DETAILS-I X X
126 000-A-502 STANDARD DETAILS-11 X X
127 000-A-503 STANDARD DETAILS-III X X
128 000-A-504 STANDARD DETAILS-IV X X
129 000-A-505 STANDARD DETAILS-V X X
130 000-A-506 STANDARD DETAILS-VI X X
131 000-A-601 DOOR,WINDOW,LOUVER&INTERIOR FINISH SCHEDULES AND TYPES X X
132 500-A-001 CODE SUMMARY AND LIFE SAFETY PLAN X X X
133 500-A-101 FLOOR PLAN X X X
134 500-A-102 ROOF PLAN X X X
135 500-A-103 REFLECTED CEILING PLAN X X
136 500-A-201 EXTERIOR ELEVATIONS-I X X X
137 500-A-202 EXTERIOR ELEVATIONS-11 X X
138 500-A-301 BUILDING SECTIONS X X
139 500-A-302 WALL SECTIONS&DETAILS X X
140 500-A-901 ISOMETRIC VIEWS-I X X X
141 500-A-902 ISOMETRIC VIEWS-11 X X X
142 510-A-001 CODE SUMMARY AND LIFE SAFETY PLAN X X X
143 510-A-101 FLOOR PLAN X X X
144 510-A-301 SECTIONS AND DETAILS X X
145 510-A-901 ISOMETRIC VIEWS-I X X X
146 510-A-902 ISOMETRIC VIEWS-11 X X X
147 530-A-001 CODE SUMMARY AND LIFE SAFETY PLAN X X X
148 530-A-101 FLOOR PLAN X X X
149 530-A-102 ROOF PLAN X X X
150 530-A-201 EXTERIOR ELEVATIONS X X X
151 530-A-202 BUILDING SECTIONS X X
152 530-A-301 WALL SECTIONS AND DETAILS X X
153 530-A-901 ISOMETRIC VIEWS-I X X X
154 530-A-902 ISOMETRIC VIEWS-11 X X X
INSTRUMENTATION • •
155 000-1-001 INSTRUMENTATION AND CONTROLS SYMBOLS AND NOMENCLATURE-I X X X
156 000-1-002 INSTRUMENTATION AND CONTROLS SYMBOLS AND NOMENCLATURE-11 X X X
157 000-1-003 INSTRUMENTATION AND CONTROLS SYMBOLS AND NOMENCLATURE-III X X X
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# DRAWING NO.DRAWING NAME 30% 90% Final
158 000-1-004 INSTRUMENTATION AND CONTROLS SYMBOLS AND NOMENCLATURE-IV X X X
159 000-1-005 INSTRUMENTATION AND CONTROLS SYMBOLS AND NOMENCLATURE-V X X X
160 000-1-201 PLC PANEL CONTROLLOGIX-I X X
161 000-1-202 PLC PANEL CONTROLLOGIX-11 X X
162 000-1-203 PLC PANEL CONTROLLOGIX-III X X
163 000-1-204 PLC PANEL CONTROLLOGIX-IV X X
164 000-1-205 PLC PANEL COMPACTLOGIX-I X X
165 000-1-206 PLC PANEL COMPACTLOGIX-II X X
166 000-1-207 PLC PANEL COMPACTLOGIX-III X X
167 000-1-208 PLC PANEL COMPACTLOGIX-IV X X
168 000-1-207 FIBER NETWORK SWITCH PANEL-I X X
169 000-1-501 INSTALLATION DETAILS-I X X
170 000-1-502 INSTALLATION DETAILS-11 X X
171 000-1-503 INSTALLATION DETAILS-III X X
172 000-1-504 INSTALLATION DETAILS-IV X X
173 000-1-505 INSTALLATION DETAILS-V X X
174 000-1-506 INSTALLATION DETAILS-VI X X
175 000-1-507 INSTALLATION DETAILS-VII X X
176 000-1-520 ANALYZER RACK DETAILS-I X X
177 000-1-521 ANALYZER RACK DETAILS-11 X X
178 000-1-601 SAMPLE WIRING DIAGRAMS-I X X
179 000-1-602 SAMPLE WIRING DIAGRAMS-11 X X
180 000-1-603 CONTROL NETWORK ARCHITECTURE-I X X X
181 000-1-604 CONTROL NETWORK ARCHITECTURE-II X X X
182 000-1-605 CONTROL NETWORK ARCHITECTURE-III X X X
183 000-1-606 CONTROL NETWORK ARCHITECTURE-IV X X X
184 420-1-601 SPLITTER BOX P&ID X X X
185 475-1-601 COLLECTION BOX P&ID X X X
186 500-1-601 MF FEED WETWELL P&ID-I X X X
187 500-1-602 MF FEED WETWELL P&ID-11 X X X
188 500-1-603 MF INFLUENT STRAINERS P&ID-I X X X
189 500-1-604 MF INFLUENT STRAINERS P&ID-11 X X X
190 500-1-605 MF SYSTEM P&ID X X X
191 500-1-606 MF TRAIN 1P&ID X X X
192 500-1-607 MF TRAIN 2 P&ID X X
193 500-1-608 MF TRAIN 3 P&ID X X
194 500-1-609 MF TRAIN 4 P&ID X X
195 500-1-610 MF TRAIN 5 P&ID X X
196 500-1-611 MF COMPRESSED AIR DISTRIBUTION P&ID X X
197 500-1-612 MF SOLENOID MANIFOLDS P&ID X X
198 500-1-613 MF NEUTRALIZATION TANK P&ID X X X
199 500-1-614 MF BACKPULSE P&ID X X X
200 500-1-615 MF CLEAN-IN-PLACE TANK P&ID X X X
201 500-1-616 MF COMPRESSED AIR P&ID X X X
202 500-1-617 MF AIR SCOUR SYSTEM P&ID X X X
203 500-1-620 TERTIARY DRAIN PUMP STATION P&ID X X X
204 500-1-630 HVAC P&ID X X
205 510-1-601 SODIUM HYDROXIDE STORAGE AND FEED SYSTEM P&ID X X X
206 510-1-602 SODIUM HYPHOCHLORITE STORAGE AND FEED SYSTEM P&ID X X X
207 510-1-603 SODIUM BISULFITE STORAGE AND FEED SYSTEM P&ID X X X
208 510-1-604 SULFURIC ACID STORAGE AND FEED SYSTEM P&ID X X X
209 510-1-605 CITRIC ACID STORAGE AND FEED SYSTEM P&ID X X X
210 510-1-610 HVAC P&ID X X
211 530-1-601 COAGULANT SYSTEM STORAGE P&ID X X X
212 530-1-602 COAGULANT FEED P&ID X X X
213 530-1-610 HVAC P&ID X X
214 XXX-1-601 EQUALIZATION PUMP STATION X X X
215 XXX-1-602 EQUALIZATION TANKS X X X
216 XXX-1-603 EQUALIZATION DISCHARGE PUMP STATION X X X
PROCESS
217 000-D-001 MECHANICAL GENERAL NOTES,SYMBOLS,LEGEND AND ABBREVIATIONS X X X
218 000-D-002 STANDARD DETAILS-I X X
219 000-D-003 STANDARD DETAILS-11 X X
220 000-D-004 STANDARD DETAILS-III X X
221 000-D-005 STANDARD DETAILS-IV X X
222 000-D-006 STANDARD DETAILS-V X X
223 000-D-007 STANDARD DETAILS-VI X X
224 500-D-101 FLOOR PLAN X X X
225 500-D-102 TYPICAL MEMBRANE ENLARGED PLAN-I X X X
226 500-D-103 PUMP STATION ENLARGED PLAN-11 X X X
227 500-D-104 PUMP STATION AND TANK ENLARGED PLAN-III X X X
228 500-D-105 TANKS ENLARGED PLAN-IV X X X
229 500-D-106 BLOWERS/COMPRESSORS ENLARGED PLAN-V X X X
230 500-D-301 MEMBRANE RACKS SECTION-I X X X
231 500-D-302 PUMP STATION SECTION-11 X X X
232 500-D-303 PUMP STATION AND TANKS SECTION-III X X X
233 500-D-304 SECTION-IV X X X
234 500-D-305 TANKS SECTIONS-V X X X
235 500-D-306 SECTION-VI X X X
236 500-D-307 SECTION-VII X X X
237 500-D-501 DETAILS-I X X
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# DRAWING NO.DRAWING NAME 30% 90% Final
238 500-D-502 DETAILS-II X X
239 500-D-503 DETAILS-III X X
240 500-D-504 DETAILS-IV X X
241 500-D-505 DETAILS-V X X
242 500-D-506 DETAILS-VI X X
243 500-D-507 DETAILS-VII X X
244 500-D-508 TERTIARY DRAIN PUMP S ATION DETAILS X X
245 500-D-901 ISOMETRIC-I X X X
246 500-D-902 ISOMETRIC-11 X X X
247 500-D-903 ISOMETRIC-III X X X
248 510-DD-001 DEMOLITION FLOOR PLAN X X X
249 510-DD-501 DEMOLITION DETAILS X X
250 510-D-101 FLOOR PLAN X X X
251 510-D-102 EXTERIOR TANKS ENLARGED PLAN-I X X X
252 510-D-103 CHEMICAL FEED ROOM 1 ENLARGED PLAN-11 X X X
253 510-D-104 CHEMICAL FEED ROOM 2 ENLARGED PLAN-III X X X
254 510-D-301 CHEMICAL FEED ROOM 1 SECTION-I X X X
255 510-D-302 CHEMICAL FEED ROOM 2 SECTION-11 X X X
256 510-D-303 SECTION-III X X X
257 510-D-304 SECTION-IV X X X
258 510-D-305 SULFURIC ROOM SECTION-V X X X
259 510-D-501 DETAILS-I X X
260 510-D-502 DETAILS-11 X X
261 510-D-503 DETAILS-I X X
262 510-D-901 ISOMETRIC VIEW X X X
263 530-D-101 FLOOR PLAN X X X
264 530-D-102 ENLARGED PLAN-I X X X
265 530-D-103 ENLARGED PLAN-11 X X X
266 530-D-201 ELEVATION X X X
267 530-D-301 SECTION-I X X X
268 530-D-302 SECTION-11 X X X
269 530-D-303 SECTION-III X X X
270 530-D-501 DETAILS-I X X
271 530-D-502 DETAILS-11 X X
272 530-D-901 ISOMETRIC VIEW-I X X X
273 530-D-902 ISOMETRIC VIEW-11 X X X
274 XXX-DD-101 DEMOLITION FLOOR PLAN X X X
275 XXX-D-101 PUMPING FACILITIES-FLOOR PLAN X X X
276 XXX-D-102 TANKS-PLAN X X X
277 XXX-D-301 PUMPING FACILITIES-SECTION I X X X
278 XXX-D-302 PUMPING FACILITIES-SECTION 11 X X
279 XXX-D-303 TANKS-SECTION I X X X
280 XXX-D-304 TANKS-SECTION II X X
281 XXX-D-501 RECLAIMED WATER FACILITY-DETAILS I X X
282 XXX-D-502 RECLAIMED WATER FACILITY-DETAILS 11 X X
283 XXX-D-503 RECLAIMED WATER FACILITY-DETAILS III X X
HVAC DRAWINGS
284 000-M-001 HVAC SYMBOLS,NOTES,AND ABBREVIATIONS X X X
285 000-M-002 HVAC CODE REVIEW X X X
286 000-M-501 HVAC STANDARD DETAILS-I X X X
287 000-M-502 HVAC STANDARD DETAILS-11 X X X
288 000-M-503 HVAC STANDARD DETAILS-III X X
289 000-M-504 HVAC STANDARD DETAILS-IV X X
290 000-M-601 HVAC EQUIPMENT SCHEDULES-I X X X
291 000-M-602 HVAC EQUIPMENT SCHEDULES-11 X X X
292 000-M-603 CONTROLS-I X X
293 000-M-604 CONTROLS-11 X X
294 000-M-605 CONTROLS-III X X
295 000-M-606 CONTROLS-IV X X
296 500-M-101 OVERALL FLOOR PLAN X X X
297 500-M-102 OVERALL ROOF PLAN X X X
298 500-M-301 SECTIONS-I X X
299 500-M-302 SECTIONS-11 X X
300 500-M-401 WEST FLOOR PLAN X X
301 500-M-402 EAST FLOOR PLAN X X
302 510-MD-101 OVERALL DEMOLITION PLAN X X X
303 510-M-101 OVERALL FLOOR&ROOF PLAN X X X
304 510-M-301 SECTIONS X X
305 530-M-101 OVERALL FLOOR&ROOF PLAN X X X
306 53044-301 SECTIONS-I X X
307 530-M-302 SECTIONS-11 X X
PLUMBING DRAWINGS
308 000-15701 PLUMBING SYMBOLS,NOTES AND ABBREVIATIONS X X X
309 000-P-501 PLUMBING STANDARD DETAILS-I X X X
310 000-P-502 PLUMBING STANDARD DETAILS-11 X X
311 000-P-503 PLUMBING STANDARD DETAILS-III X X X
312 000-P-601 PLUMBING SCHEDULES X X
313 500-P-101 SANITARY DRAINAGE OVERALL PLAN X X
314 500-P-102 POTABLE WATER OVERALL PLAN X X
315 500-P-901 ISOMETRICS POTABLE WATER X X
316 500-P-902 ISOMETRICS SANITARY DRAIN X X
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# DRAWING NO.DRAWING NAME 30% 90% Final
317 510-P-101 POTABLE WATER OVERALL PLAN X X
318 510-P-901 ISOMETRICS POTABLE WATER X X
319 510-P-102 DRAINAGE OVERALL PLAN X X
320 510-P-903 ISOMETRICS DRAINAGE X X
321 530-P-101 POTABLE WATER OVERALL PLAN X X
322 530-P-102 DRAINAGE OVERALL PLAN X X
323 530-P-901 ISOMETRICS POTABLE WATER X X
324 530-P-902 ISOMETRICS DRAINAGE X X
FIRE PROTECTION
325 000-F-001 OVERALL PLANT GENERAL SHEET X X X
326 000-F-501 OVERALL PLANT STANDARD DETAILS X X X
327 500-F-401 MEMBRANE BUILDING FLOOR PLAN-WES X X
328 500-F-402 MEMBRANE BUILDING FLOOR PLAN-EAST X X
329 510-F-101 CHEMICAL FEED BUILDING 1 FLOOR PLAN X X
330 530-F-101 CHEMICAL FEED BUILDING 3 FLOOR PLAN X X
DRAWINGSELECTRICAL 331 000-E-001 ELECTRICAL SYMBOLS-I X X X
332 000-E-002 ELECTRICAL SYMBOLS-II X X X
333 000-E-003 ELECTRICAL NOTES AND ABBREVIATIONS X X X
334 000-E-501 STANDARD DETAILS-I X X
335 000-E-502 STANDARD DETAILS-II X X
336 000-E-503 STANDARD DETAILS-III X X
337 000-E-504 STANDARD DETAILS-IV X X
338 000-E-505 STANDARD DETAILS-V X X
339 000-E-601 SITE CONDUIT SCHEDULE-I X X
340 000-E-602 SITE CONDUIT SCHEDULE-II X X
341 000-E-603 SITE CONDUIT SCHEDULE-III X X
342 100-ED-101 SITE PLAN DEMOLITION X X X
343 100-E-101 OVERALL SITE PLAN X X X
344 100-E-102 SITE PLAN-AREA I X X X
345 100-E-103 SITE PLAN-AREA II X X X
346 100-E-104 SITE PLAN-AREA III X X X
347 500-E-102 OVERALL PLAN X X X
348 500-E-103 POWER PLAN-AREA I X X X
349 500-E-104 POWER PLAN-AREA II X X X
350 500-E-105 POWER PLAN-AREA III X X X
351 500-E-106 POWER PLAN-AREA IV X X X
352 500-E-107 ROOF POWER PLAN X X X
353 500-E-108 LIGHTING PLAN X X X
354 500-E-109 GROUNDING PLAN X X X
355 500-E-601 SINGLE-LINE DIAGRAM-I X X X
356 500-E-602 SINGLE-LINE DIAGRAM-II X X X
357 500-E-603 SINGLE-LINE DIAGRAM-III X X X
358 500-E-604 SINGLE-LINE DIAGRAM-IV X X X
359 500-E-605 CONDUIT AND CONDUCTOR SCHEDULE-I X X
360 500-E-606 CONDUIT AND CONDUCTOR SCHEDULE-II X X
361 500-E-607 CONDUIT AND CONDUCTOR SCHEDULE-III X X
362 500-E-608 CONDUIT AND CONDUCTOR SCHEDULE-IV X X
363 500-E-609 CONDUIT AND CONDUCTOR SCHEDULE-V X X
364 500-E-610 CONDUIT AND CONDUCTOR SCHEDULE-VI X X
365 500-E-611 EQUIPMENT ELEVATION-I X X X
366 500-E-612 EQUIPMENT ELEVATION-II X X X
367 500-E-613 EQUIPMENT ELEVATION-III X X X
368 500-E-614 EQUIPMENT ELEVATION-IV X X X
369 500-E-615 LUMINAIRE SCHEDULE X X
370 510-E-101 POWER PLAN X X X
371 510-E-601 SINGLE-LINE DIAGRAM X X X
372 510-E-602 CONDUIT AND CONDUCTOR SCHEDULE X X
373 510-E-603 PANELBOARD SCHEDULES X X
374 510-E-604 CONTROL SCHEMATICS X X
375 530-E-101 POWER PLAN X X X
376 530-E-102 LIGHTING PLAN X X X
377 530-E-103 GROUNDING PLAN X X
378 530-E-601 SINGLE-LINE DIAGRAM X X X
379 530-E-602 CONDUIT AND CONDUCTOR SCHEDULE X X
380 530-E-603 PANELBOARD SCHEDULES-I X X
381 530-E-604 CONDUIT AND CONDUCTOR SCHEDULE-II X X
382 530-E-605 CONTROL SCHEMATICS X X
383 XXX-E-101 POWER PLAN X X X
Stantec 5of5
CONTRACT CHECKLIST
I. PROJECT INFORMATION
Date: 5/3/2023 REQUESTING DEPARTMENT Public Works
Project Name: TERTIARY FILTRATION UPGRADE-FINAL DESIGN
Project Manager: David Briggs Contract Amount: $2,256,927
Contractor/Consultant/Design Engineer: Stantec Consulting Services, LLC
Is this a change order? Yes ❑ No ❑ Change Order No.
II. BUDGET INFORMATION (Project Manager to Complete) III. Contract Type
Fund: 60 Budget Available(Purchasing attach report):
Department 3590 Yes ❑✓ No ❑ Construction ❑
GL Account 96154 FY Budget: 2023 Task Order 0
Project Number: 11281.e Enhancement: Yes ❑ No ❑ Professional Service ❑
Equipment ❑
Will the project cross fiscal years? Yes❑ No ❑ Grant ❑
IV. PROCUREMENT USE ONLY-GRANT INFORMATION (to be completed only on Grant funded projects)
Grant#: Wage Determination Received Wage Verification 10 Days prior to bid due date Debarment Status(Federal Funded)
N/A N/A N/A N/A
Print and Attach the determination Print,attach and amend bid by addendum(if changed) WWw.sam.gov Print and attach
V. BASIS OF AWARD
BID RFP/RFQ TASK ORDER
Award based on Low Bid Highest Ranked Vendor Selected Master Agreement Category 2a
(Bid Results Attached) Yes ❑ No ❑ (Ratings Attached) Yes ❑No Date MSA Roster Approved: 10/1/2020
Typical Award Yes ❑ No ❑
If no please state circumstances and conclusion:
Date Award Posted: N/A 7 day protest period ends: N/A
VI. PROCUREMENT USE ONLY-CONTRACTOR/CONSULTANT REQUIRED INFORMATION
PW License N/A Expiration Date: N/A Corporation Status Active-Good Standing
Insurance Certificates Received(Date): 4/22/2022 Expiration Date: 5/1/2023 Rating: A++
Payment and Performance Bonds Received(Date): N/A Rating: N/A
Builders Risk Ins.Req'd: Yes ❑ No ❑ If yes,has policy been purchased? N/A
(Only applicabale for projects above$1,000,000)
VII. TASK ORDER SELECTION (Project Manager to Complete)
Reason Consultant Selected 0 1 Performance on past projects
Check all that apply ❑� Quality of work ❑✓ On Budget
❑� On Time ❑ Accuracy of Construction Est
0 2 Qualified Personnel
❑ 3 Availability of personnel
0 4 Local of personnel
Description of negotiation process and fee evaluation:
nter bulpervisor Name Date Appr
Vill. PROCUREMENT USE ONLY- AWARD INFORMATION
Date Submitted to Clerk for Agenda: May 16,2023 Approval Date 5-23-2023 By: City Council
Purchase Order No.: Date Issued: WH5 submitted N/A
(Only for PW Construction Projects)
NTP Date:
Contract Request Checklist.5.24.2016.Final