Roseville City Council
May 6, 2026

CITY OF ROSEVILLE D-3

DESIGN BUILD PROPOSAL

EXTERIOR SITE IMPROVEMENTS
• ½” asphalt paving consisting of 6” AC over 4” class II aggregate base at the new driveway and parking area.
• Painted parking lot striping and code required parking lot signage. • Install a new slide gate onto Bedell Lane to accommodate larger vehicles accessing the site. • Install 4” pipe bollards at the new coiling doors at the vehicle storage building.

SITE UTILITIES
• Site fire water, detector check, PIV, fire hydrants, and fire riser. • Site domestic water from 5’ stub out of the new building. • Site electrical from existing MSB to new building.
• No new underground storm drain infrastructure is anticipated or included in this proposal. • No new underground sewer piping is anticipated or included in this proposal.

CONCRETE & REINFORCING
• Piers, footings and reinforcing shall be of a size, shape and strength to adequately support the building as shown by a licensed California engineer.
• We include a 5” thick concrete slab at the vehicle storage building. • There shall be a minimum of 6 x 6 x 2.9 x 2.9 WWF, in the concrete slab for reinforcement. • 4” thick granular fill leveling bed beneath the warehouse slab. • Construction and control joints will be installed as required to check cracking. • The slab shall be machine troweled to a smooth finish and treated with a sprayed application of cure seal hardener.

THERMAL AND MOISTURE PROTECTION
• 6” thick, 6# density, white reinforced vinyl backed fiberglass blanket insulation in the vehicle storage building walls and roof.
• R-11 batt sound insulation in the interior walls of the existing office area. • Roof metal panels on the vehicle storage building shall be 24” wide, 24 gauge, mechanically field-seamed, trapezoidal leg standing seal roof system. Panels shall be attached using a floating clip system. Panels shall have a smooth finish. • Wall metal panels on the vehicle storage building shall be 36” wide, 24 gauge, PBR panels mechanically attached to the wall girts with through-panel fasteners. Panels have a trapezoidal leg at 12” on center.
• Roof and wall metal panels will be finished with a fluorocarbon paint system which combines ceramic pigmentation with polyvinylidene fluoride for a superior, long-lasting finish. • Gutter with downspouts surface drained.
• All necessary building joint sealants required to ensure a weather tight installation.

CITY OF ROSEVILLE D-4

DESIGN BUILD PROPOSAL

DOORS AND WINDOWS
• 6 each exterior doors at the vehicle storage building shall be 3’x 7’, 18-gauge hollow metal complete with lockset, latch guard, weather-stripping and closer. • 4 each interior doors at the remodeled office shall be 3’x 7’ solid core paint grade wood with pre-finished Timely frames and appropriate hardware.
• 8 each 16’x 16’ overhead coiling doors with chain hoist and inside locks. • Overhead doors shall have motors complete with 3 button controller and safety beam sensors.

FINISHES
• All drywall shall be 5/8” drywall at the remodeled offices and have a level 5 finish. • The ceiling at the remodeled offices shall be T-bar ceiling with acoustic panels to match the existing ceiling system.
• Floor coverings shall be sheet vinyl at locations specified on the drawings. • Top set 4” vinyl base shall be installed at all drywall walls in the remodeled office area. • All drywall shall be painted with 1 coat of primer and 2 coats of finish paint. • All steel at the vehicle storage building shall receive finish coat paint after erection of the building.

MISCELLANEOUS SPECIALTIES
• There shall be 5ea 2A10:BC fire extinguishers installed throughout the building.

PRE-ENGINEERED BUILDING
• The building shall be constructed of pre-fabricated steel clear-span main structural members.
• Loading requirements per the 2024 California Building Code with additional 10psf dead load and 10psf collateral load per preliminary plans & specs. • All steel shall be shop coated with gray primer.
• All anchor bolts, trim, flashing, and fasteners to finish the building in full are included.

OVERHEAD FIRE PROTECTION
• Plans and hydraulic calculations for approval to the Fire Department. • New automatic wet fire sprinkler system complete with control valve, check valve, drain, gauge, flow switch and alarm bell.
• Inspector’s test station and shall hydrostatically test the new system. • All welded pipe to be black Mega Flow ASTMA A-795.

PLUMBING
• A new floor sink, utility sink, and water for the ice maker in the existing building. • 4 hose bibbs at the new vehicle storage building.

HVAC
• A complete HVAC system shall be installed in the existing office for the new remodeled office space as shown in the drawings.
• A new hood in the CCTV room.
• 8ea – Exhaust fans to be installed in the new vehicle storage building along with a 36”x48” louver in the walls.

CITY OF ROSEVILLE D-5

DESIGN BUILD PROPOSAL

ELECTRICAL & LOW VOLTAGE
• A complete code compliant electrical system shall be installed in the existing office for the new remodeled office space as shown in the drawings.
• No photovoltaic is anticipated to be needed under this contract. • No EV charging stations are anticipated to be needed under this contract.

Schedule and Milestones
D. G. Granade recognizes the importance of maintaining progress within the City’s operational and fiscal calendars. Our preliminary milestone plan reflects a logical, efficient sequencing of activities:

Phase Duration Key Milestone
Notice of Award / NTP 2 Weeks Contract Execution
Design Development & City Review 10–12 Weeks Permit Submittal Procurement & Fabrication (PEMB, MEP) 10 Weeks Fabrication Release Sitework & Foundations 8 Weeks Concrete Complete
Building Erection & Enclosure 8 Weeks Dry-In Achieved
Interior Build-Out & Systems 10–12 Weeks Substantial Completion Commissioning & Final Acceptance 4 Weeks Facility Turnover Estimated Total Duration: approximately 44 weeks (310 calendar days).

The project schedule will be refined jointly with City staff following Notice to Proceed, then updated biweekly during design and construction.

Cost Control and Quality Management
Cost control begins at design inception. D. G. Granade employs an open-book estimating process, sharing cost updates with the City at each design milestone. Major scopes will be competitively priced and reconciled to budget targets before procurement. Our internal review process tracks potential cost impacts in real time, ensuring fiscal transparency and minimizing change orders.

Quality assurance is maintained through pre-activity meetings, detailed inspection checklists, and daily field reports reviewed by both the Project Manager and Superintendent. Our goal is a “first-time right” installation standard, minimizing rework and ensuring all materials and assemblies meet specification.

Safety Program and Environmental Considerations
Working within an operating wastewater-treatment facility requires heightened attention to safety, odor control, and environmental compliance. D. G. Granade’s safety culture is built on daily communication, accountability, and prevention.

Key elements include:
• Daily site safety meetings and Job Hazard Analyses (JHAs) for all high-risk tasks. • Designated Safety & Quality Manager (the project superintendent). • Weekly audits and monthly corporate safety reviews.

CITY OF ROSEVILLE D-6

DESIGN BUILD PROPOSAL
• Site-specific controls for traffic, trenching, confined space, and odor exposure.

D. G. Granade maintains an active and continuously improving safety program supported by company leadership and field management. Our current Experience Modification Rate (EMR) is 1.06, reduced from a prior 1.38 EMR that expired in April 2025, and we are projecting a continued downward trend based on five consecutive years of improvement. This steady reduction reflects the effectiveness of our renewed focus on safety training, jobsite accountability, and proactive hazard prevention. DG Granade maintains full compliance with Cal/OSHA standards, conducts daily tailgate meetings, and documents Job Hazard Analyses (JHAs) for all high-risk tasks to ensure every employee and subcontractor returns home safely each day.

Anticipated Challenges and Mitigation
Anticipated Challenge Mitigation Strategy
Active plant operations and
limited site access
Detailed phasing plan coordinated with City operations; restricted work zones; off-peak deliveries.

Long-lead materials (PEMB,
switchgear, HVAC)
Early design finalization and release for fabrication; procurement tracking tied to schedule milestones.

Utility tie-ins and underground
conflicts
Early potholing and field verification prior to construction; coordination with City GIS data.

Weather impacts during
foundation and sitework
Front-load grading and concrete during dry season; contingency float built into schedule.

Permitting and review timelines Early engagement with City reviewers; use of digital submittal tracking to shorten review cycles.

Closing Statement
D. G. Granade’s understanding of the Dry Creek Wastewater Treatment Plant Collections Building Expansion centers on collaboration, safety, and efficiency. Our integrated design-build process ensures that the City’s priorities of operational continuity, cost predictability, and long-term facility performance, remain the guiding principles from project kickoff through closeout.

CITY OF ROSEVILLE E-1

DESIGN BUILD PROPOSAL

E PROJECT PLAN
Overview
D. G. Granade’s project plan integrates design and construction management under a single, accountable team to deliver the Dry Creek Wastewater Treatment Plant Collections Building Expansion safely, on time, and within budget. Our approach focuses on collaboration, cost control, and disciplined schedule management while maintaining full operational continuity at the active treatment facility.

The project will be executed under a Guaranteed Maximum Price (GMP), managed transparently through an open-book cost-control process. The City will have visibility into subcontractor bids, supplier quotes, and cost tracking at every design milestone. This ensures alignment between design scope, budget expectations, and construction progress.

Design-Build Approach
D. G. Granade’s design-build process integrates the architect, engineers, and construction management team under a single point of responsibility to deliver the project efficiently and predictably. We initiate with a Design-Kickoff Workshop involving City representatives to confirm program priorities, space utilization, and operational requirements.

Our design-build workflow emphasizes:
• Concurrent design and estimating—cost feedback provided at each design milestone. • Constructability reviews—led by our superintendent and trade partners. • Early procurement—identifying long-lead materials such as PEMB components and MEP equipment.
• Permitting coordination—early engagement with the City’s review staff to align submittal packages with required approvals.

This collaborative structure reduces rework, maintains scope alignment, and ensures design solutions are grounded in constructability and cost realism from the outset.

Design Phase Management
D. G. Granade’s design phase begins with a Design Kickoff Workshop involving the City, design consultants, and key trade partners to confirm functional priorities, site constraints, and permitting pathways.

Our process emphasizes:
• Concurrent development of civil, structural, and architectural packages to accelerate submittals. • Weekly design coordination meetings with cost and constructability feedback. • Use of Autodesk Build for drawing control, submittal tracking, and issue management. • Early identification and release of long-lead items such as the PEMB, switchgear, and HVAC equipment, to protect the schedule.

CITY OF ROSEVILLE E-2

DESIGN BUILD PROPOSAL
All design documents will undergo internal QA/QC and City review before permit submittal, ensuring accuracy, code compliance, and constructability.

Construction Phase Management
Field operations will be led by the onsite Superintendent, who also serves as the Safety and Quality Manager. Daily planning meetings, three-week look-ahead schedules, and subcontractor coordination sessions will maintain predictable workflow and accountability.

Construction activities will be sequenced to minimize disruption to ongoing City operations:

1. Mobilization, temporary utilities, and site controls.

2. Sitework, grading, and foundations.

3. PEMB erection and enclosure.

4. Interior build-out and MEP installation.

5. Commissioning, testing, and close-out.

Progress will be tracked against the master schedule and reviewed bi-weekly with the City’s representative. All work will be documented through daily reports and verified via inspection checklists.

Cost and Change Management
D. G. Granade employs an open-book estimating system aligned with the GMP contract. Estimates are updated at schematic, design-development, and construction-document milestones.

Major trade scopes are competitively bid and reconciled with the project budget prior to procurement.

Potential changes are logged, priced, and reviewed with the City for approval before implementation, maintaining budget integrity and preventing disputes.

Value-engineering ideas will be identified early, focusing on constructability, life-cycle cost, and longterm maintenance savings.

Schedule Control and Updates
D. G. Granade will implement the preliminary schedule outlined in Tab D as the baseline for project execution. This schedule will be developed into a detailed CPM plan following Notice to Proceed, reflecting actual procurement lead times, design review durations, and construction sequencing.

Our project manager will maintain the schedule in Microsoft Project, updating it bi-weekly to reflect progress, field conditions, and approved changes. Three-week look-ahead schedules will guide daily coordination, and monthly reports will summarize schedule status for City review.

Key schedule-control activities include:
• Integration of procurement and submittal tracking into the master schedule. • Identification of critical-path items and float management. • Regular coordination meetings to review upcoming work and mitigate conflicts early.

CITY OF ROSEVILLE E-3

DESIGN BUILD PROPOSAL
The City will receive updated schedules, narrative reports, and recovery plans (if needed) throughout the project to ensure full transparency and on-time completion.

Quality and Safety Management
D. G. Granade will manage safety and quality through documented, measurable systems implemented on every project. Our Safety and Quality Manager (Superintendent) will lead pre-task planning, daily tailgate meetings, and Job Hazard Analyses (JHAs) focused on high-risk activities such as confinedspace work, crane operations, and trenching.

All incidents, inspections, and corrective actions are logged through our internal reporting platform and reviewed weekly by the Project Manager and corporate Safety Director. Quality control follows a threephase process; pre-activity meetings, inspection checklists, and close-out verification, ensuring that all work meets contract requirements and City standards.

D. G. Granade’s current Experience Modification Rate (EMR) is 1.06, improved from 1.38 (expired April 2025) with a continued downward trend over the past five years. This reflects our company-wide focus on training, accountability, and proactive hazard prevention.

Communication and Reporting
Transparent communication with the City is central to our plan. We will maintain:
• Weekly design coordination meetings (design phase).
• Bi-weekly construction progress meetings (construction phase). • Monthly executive-level reviews with City leadership.

All correspondence, RFIs, submittals, and meeting minutes will be processed through Autodesk Build to ensure traceability and real-time visibility. A consolidated progress report summarizing schedule, budget status, and safety metrics will be submitted monthly.

Risk Management and Mitigation
D. G. Granade manages project risk through proactive planning, consistent communication, and fielddriven coordination rather than formal workshops or abstract matrices. Our project managers and superintendents identify potential issues early, verify field conditions before construction activities begin, and adjust sequencing or procurement strategies to prevent delays.

Risk management is built into our daily operations: submittal tracking, look-ahead scheduling, and regular coordination with the City ensure that design clarifications, material availability, and field conditions are addressed before they affect schedule or cost.

Typical risk areas such as permitting, long-lead materials, and existing utility conflicts are mitigated through early engagement with City reviewers, concurrent design and estimating, and direct communication between our field team and design partners.

CITY OF ROSEVILLE E-4

DESIGN BUILD PROPOSAL
This hands-on, experience-based approach has proven effective across D. G. Granade’s public-works and design-build projects, consistently minimizing change orders and ensuring predictable, wellcontrolled delivery for our clients.

Closing Statement
D. G. Granade’s Project Plan provides a clear, transparent roadmap for the safe and efficient delivery of the Dry Creek WWTP Collections Building Expansion. Our integrated design-build management system ensures cost accountability, schedule reliability, and consistent quality, supporting the City of Roseville’s commitment to operational excellence and long-term public va

CITY OF ROSEVILLE F-1

DESIGN BUILD PROPOSAL

F REQUIRED STATEMENTS/DOCUMENTS
Statements of Assurance
D. G. Granade assures the City of Roseville that the designated project team, including sub-consultants or sub-contractors, shall be used for this project. Any departure, substitution, or reassignment of any member of the project team, sub-consultant, or sub-contractor shall not be made without prior written approval from the City. (Section 6.0)
D. G. Granade assures that no official or employee of the City has an interest, has been employed or retained to solicit or aid in the procuring of the resulting contract, nor that any such person will be employed in the performance of such contract without immediate divulgence of such fact to the City. (Section 11.4)
D. G. Granade assures that it will meet the insurance requirements specified in Article 9 of the contract for major construction projects as well as professional liability insurance with the limits as described therein. (Section 11.7)
D. G. Granade assures that it will meet the indemnification requirements specified in Article 9 of the contract. (Section 11.7)
D. G. Granade assures that nothing contained within this proposal as submitted shall be considered proprietary. (Section 11.32)

G EXCEPTIONS
The following exceptions, clarifications, and exclusions are considered material to the acceptance of the proposal and shall be incorporated accordingly.

1. We have not included any permit fees or utility connection fees for the project. This is a City owned project, so no permit fees are anticipated. Section 2.13 of the contract shall have all references to permit costs and fees associated with construction struck from its entirety. These fees are simply to be paid directly by the City to the agency requiring the fees. We will coordinate with the City to ensure that the fees are paid or process any fees as a simple reimbursement.

2. We do not include any costs for testing for the project. Section 2.15 requires testing. This is by a special inspection agency which we cannot contract with as it is a conflict of interest for us to hire our own testing agency. We include any City inspections required by Code. A special testing agency will be needed for compaction, concrete, and high strength bolt testing.

3. We do not accept any liquidated damages caused by permit review timelines that exceed our anticipated timeframe for review. The permit process is a process which we have no control over and we will not be held responsible for an agency not completing their process within the timeframe we anticipate for completion. Agency review time shall be considered an excused delay if it exceeds the timeframe, we anticipate it taking for review.

4. This project has a requirement for insurance limits in excess of our standard insurance carried.

The cost for this excess insurance shall be considered a direct cost for this project and shall not be considered an overhead cost.

CITY OF ROSEVILLE G-2

DESIGN BUILD PROPOSAL

5. We are a family business, and our corporate officers are also project managers. We take exception to the statement in section 3.4.B that corporate officers cannot charge any hours to the project and will not agree to this language in the contract negotiations.

6. We do not include or anticipate the need for export or import of soil for construction. (See optional voluntary allowance for potential export or import of materials)

7. We do not include any work regarding handling of hazardous materials. If anything is required for hazardous materials, that will be considered an additional cost.

H COMPETENCY OF PROPOSERS
D. G. Granade, Inc. has no pending bankruptcies, liens, stop payment notices, judgements, lawsuits, arbitrations, mediations, foreclosures, or any similar action filed or resolved in the past seven (7) years to report.

No client has terminated a contract with our firm for breach of contract.

PRELIMINARY DRAWINGS

Request for Proposals 08-167 September 24, 2025
Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project Page 29 You must submit a supplemental form if you make any new reportable contribution(s) while the contract, license, permit, or other entitlement is being considered. If this form has not previously been submitted in connection with a contracting, licensing, entitlement or permitting process, please provide the completed form to the Office of the City Clerk for appropriate departmental routing, at: City Clerk, 311 Vernon St., Roseville, CA 95678, [email protected]

LEVINE ACT DISCLOSURE STATEMENT
(The completed form submitted to the City of Roseville is a public record.) Term Definition Law
Covered
"proceedings"
A proceeding to grant, deny, revoke, restrict, or
modify a license, permit or other entitlement for use,
that does not solely involve purely ministerial
decisions and is:
(1) Applied for by the party;
(2) Formally or informally requested by the party; or
(3) A contract between the agency and the party or a
franchisee granted by the agency to the party, other
than a contract that is competitively bid, a labor
contract, or a personal employment contract.

FPPC Reg
18438.2(a)
Party
Any person who files an application for, or is the
subject of, a proceeding involving a license, permit,
or other entitlement for use.

Gov. Code
84308(a)(1)
Participant
Any person who is not a party but who actively
supports or opposes a particular decision in a
proceeding involving a license, permit, or other
entitlement for use and who has a financial interest in the decision. A person actively supports or opposes a
particular decision in a proceeding if that person
lobbies in person the officers or employees of the
agency, testifies in person before the agency, or
otherwise acts to influence officers of the agency.

Gov. Code
84308(a)(2)
FPPC Reg 18438.4
Agent
A person who represents a party or participant for
compensation and appears before or otherwise
communicates with the governmental agency for the
purpose of influencing the pending proceeding. See
FPPC Reg 18438.3 for exceptions for certain
consultants.

FPPC Reg 18438.3

Request for Proposals 08-167 September 24, 2025
Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project Page 30 Term Definition Law
Competitively
Bid
A contract required by law to be awarded to the
lowest responsible bidder with a responsive bid, or, if the successful bidder refuses or fails to execute the
contract, to the next lowest bidder with a responsive
bid.

FPPC Reg
18438.2(a)(3)(A)
Labor
Contract
A contract or agreement reached through collective
bargaining or with a representative group regarding
the salary, benefits, or terms and conditions under an
employment or retirement policy for employees or
retirees, including a project labor agreement entered
under Public Contract Code Section 2500.

FPPC Reg
18438.2(a)(3)(B)
Personal
Employment
Contract
A contract for employment, including the terms and
conditions of employment, between the agency and
an agency employee. A contract with an independent
contractor is NOT a personal employment contract.

FPPC Reg
18438.2(a)(3)(C)-(D)
A party to a proceeding before an agency involving a license, permit, or other entitlement for use shall disclose on the record of the proceeding any contribution in an amount of more than two hundred fifty dollars ($250) made within the preceding 12 months by the party or the party's agent.

A party, or agent to a party, to a proceeding involving a license, permit, or other entitlement for use pending before any agency or a participant, or agent to a participant, in the proceeding shall not make a contribution of more than two hundred fifty dollars ($250) to any officer of that agency during the proceeding and for 12 months following the date a final decision is rendered by the agency in the proceeding. (Gov. Code, § 84308, emphasis added.)

Request for Proposals 08-167 September 24, 2025
Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project Page 32 Attachment D: LICENSES AND DIR REGISTRATION
List the licenses held by your company and/or employees. The following representations are made under penalty of perjury.

A. CONTRACTOR’S LICENSES
CA State License No. Name on License Class/Type Expiration Date

B. CITY OF ROSEVILLE BUSINESS LICENSE
Contractors are not required to have a City of Roseville Business license to submit a proposal; however, it will be required before executing a contract. Contractors may apply for a business license at:
https://www.roseville.ca.us/government/departments/finance/licensing/business Do you currently have a City of Roseville Business License? _______Yes ______No License No.____________
C. DEPARTMENT OF INDUSTRIAL RELATIONS CONTRACTOR REGISTRATION *For Public Works Projects (SB854): Contractors must register with the Department of Industrial Relations (DIR) pursuant to Labor Code section 1725.5. The Contractor shall provide proof of current registration with the Department of Industrial Relations for both itself and all listed subcontractors with their proposal. Contractors may register at: http://www.dir.ca.gov/public-works/publicworks.html DIR contractor registration number and expiration date:

No.: __________________________________ Expiration Date: ________________

Request for Proposals 08-167 September 24, 2025
Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project Page 45 Attachment F: SUBCONTRACTOR LIST
If subcontractors will not be used, proposer must write "NONE". For construction contracts, in accordance with the Public Contract Code, Part 1, Chapter 4, Subletting and Subcontracting, Contractors must list the name and business address of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement, or who will specially fabricate and install a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of one percent (0.5%) of the prime contractor’s total bid, or in the case of bids or offers for the construction of streets and highways, including bridges, in excess of one-half of one percent (0.5%) of the prime contractor’s total bid or ten thousand dollars ($10,000) whichever is greater.

Company Name _________________________________________________ Principal _________________________________________________ Address _________________________________________________ City _________________________________________________
Phone _________________________________________________ Job capacity _________________________________________________ Percentage of total work _________________________________________________ Licenses and numbers _________________________________________________ DIR Contractor Registration Number & Expiration Date _____________________________ Company Name _________________________________________________ Principal _________________________________________________ Address _________________________________________________ City _________________________________________________
Phone _________________________________________________ Job capacity _________________________________________________ Percentage of total work _________________________________________________ Licenses and numbers _________________________________________________ DIR Contractor Registration Number & Expiration Date --- __________________________ Company Name ______________________________________________________ Principal ______________________________________________________ Address ______________________________________________________ City ______________________________________________________ Phone ______________________________________________________ Job capacity ______________________________________________________ Percentage of total work ______________________________________________________ Licenses and numbers ______________________________________________________ Freedom Concrete Alcal Overhead Coiling Doors Keith Brown Drywall Metal Stud Framing & Drywall Trevor Eveler 10620 Pear Tree Court Auburn (916) 532-6282 1043716 1001065812 Andre Ruiz 4201 Sierra Pointe Drive, Ste 101 Sacramento (916) 929-4080 815286 1000000315 Keith Brown 2090 Oakley Lane Wheatland (530) 633-2102 616543 DIR 1000013543 Exp. 06/30/26 Exp. 06/30/28 Exp. 06/30/26 5.19 5.96 0.94 Page 289 of 1681 Request for Proposals 08-167 September 24, 2025
Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project Page 45 Attachment F: SUBCONTRACTOR LIST
If subcontractors will not be used, proposer must write "NONE". For construction contracts, in accordance with the Public Contract Code, Part 1, Chapter 4, Subletting and Subcontracting, Contractors must list the name and business address of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement, or who will specially fabricate and install a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of one percent (0.5%) of the prime contractor’s total bid, or in the case of bids or offers for the construction of streets and highways, including bridges, in excess of one-half of one percent (0.5%) of the prime contractor’s total bid or ten thousand dollars ($10,000) whichever is greater.

Company Name _________________________________________________ Principal _________________________________________________ Address _________________________________________________ City _________________________________________________
Phone _________________________________________________ Job capacity _________________________________________________ Percentage of total work _________________________________________________ Licenses and numbers _________________________________________________ DIR Contractor Registration Number & Expiration Date _____________________________ Company Name _________________________________________________ Principal _________________________________________________ Address _________________________________________________ City _________________________________________________
Phone _________________________________________________ Job capacity _________________________________________________ Percentage of total work _________________________________________________ Licenses and numbers _________________________________________________ DIR Contractor Registration Number & Expiration Date --- __________________________ Company Name ______________________________________________________ Principal ______________________________________________________ Address ______________________________________________________ City ______________________________________________________ Phone ______________________________________________________ Job capacity ______________________________________________________ Percentage of total work ______________________________________________________ Licenses and numbers ______________________________________________________ Ultra Ceilings Acoustic Ceiling Abbey Flooring Flooring George Masker Painting Peter Makovey 6900 Somerville Way Fair Oaks (916) 225-9351 1082174 1000850176 Exp. 06/30/26 3233 Dwight Road Elk Grove Tanner Gilley (916) 691-3440 850719 1000001740 Exp. 06/30/27 George Masker 7699 Edgewater Drive Oakland (510) 568-1206 219160 DIR 1000000521 Exp. 06/30/28 0.57 1.05 1.24 Page 290 of 1681 Request for Proposals 08-167 September 24, 2025
Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project Page 45 Attachment F: SUBCONTRACTOR LIST
If subcontractors will not be used, proposer must write "NONE". For construction contracts, in accordance with the Public Contract Code, Part 1, Chapter 4, Subletting and Subcontracting, Contractors must list the name and business address of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement, or who will specially fabricate and install a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of one percent (0.5%) of the prime contractor’s total bid, or in the case of bids or offers for the construction of streets and highways, including bridges, in excess of one-half of one percent (0.5%) of the prime contractor’s total bid or ten thousand dollars ($10,000) whichever is greater.

Company Name _________________________________________________ Principal _________________________________________________ Address _________________________________________________ City _________________________________________________
Phone _________________________________________________ Job capacity _________________________________________________ Percentage of total work _________________________________________________ Licenses and numbers _________________________________________________ DIR Contractor Registration Number & Expiration Date _____________________________ Company Name _________________________________________________ Principal _________________________________________________ Address _________________________________________________ City _________________________________________________
Phone _________________________________________________ Job capacity _________________________________________________ Percentage of total work _________________________________________________ Licenses and numbers _________________________________________________ DIR Contractor Registration Number & Expiration Date --- __________________________ Company Name ______________________________________________________ Principal ______________________________________________________ Address ______________________________________________________ City ______________________________________________________ Phone ______________________________________________________ Job capacity ______________________________________________________ Percentage of total work ______________________________________________________ Licenses and numbers ______________________________________________________ Motherlode Fire Sprinklers LG Ellis Plumbing Ski Air HVAC Less Fallon 8608 Fruitridge Road Sacramento (916) 383-5422 375658 1000005323 Exp. 06/30/28 Travis Lubinski 5528 Merchant Circle Placerville (530) 626-4010 339581 DIR 1000003700 Exp. 06/30/26 (209) 890-5126 1112105 1001170641 Exp. 06/30/27 3922 Juniper Avenue Angels Camp Mathew Hedge 0.78 1.35 3.07 Page 291 of 1681 Request for Proposals 08-167 September 24, 2025
Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project Page 45 Attachment F: SUBCONTRACTOR LIST
If subcontractors will not be used, proposer must write "NONE". For construction contracts, in accordance with the Public Contract Code, Part 1, Chapter 4, Subletting and Subcontracting, Contractors must list the name and business address of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement, or who will specially fabricate and install a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of one percent (0.5%) of the prime contractor’s total bid, or in the case of bids or offers for the construction of streets and highways, including bridges, in excess of one-half of one percent (0.5%) of the prime contractor’s total bid or ten thousand dollars ($10,000) whichever is greater.

Company Name _________________________________________________ Principal _________________________________________________ Address _________________________________________________ City _________________________________________________
Phone _________________________________________________ Job capacity _________________________________________________ Percentage of total work _________________________________________________ Licenses and numbers _________________________________________________ DIR Contractor Registration Number & Expiration Date _____________________________ Company Name _________________________________________________ Principal _________________________________________________ Address _________________________________________________ City _________________________________________________
Phone _________________________________________________ Job capacity _________________________________________________ Percentage of total work _________________________________________________ Licenses and numbers _________________________________________________ DIR Contractor Registration Number & Expiration Date --- __________________________ Company Name ______________________________________________________ Principal ______________________________________________________ Address ______________________________________________________ City ______________________________________________________ Phone ______________________________________________________ Job capacity ______________________________________________________ Percentage of total work ______________________________________________________ Licenses and numbers ______________________________________________________ Tavares Electric Electrical Western Grading/Paving Arrow Fence Fencing Norman Tavares 4105 Falmouth Way Roseville (916) 699-3809 1114601 2000007625 Exp. 06/30/26 Eric Moore 31271 Rippey Road Loomis (916) 652-3990 440681 1000005538 Michael Murphy 4025 Cincinnati Avenue Rocklin (916) 626-3030 1101976 DIR 1000987123Exp. 06/30/26 Exp. 06/30/27 7.51 23.97 1.42 Page 292 of 1681 Request for Proposals 08-167 September 24, 2025
Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project Page 46 DIR Contractor Registration Number & Expiration Date ____________________________ Company Name _________________________________________________ Principal _________________________________________________ Address _________________________________________________ City _________________________________________________
Phone _________________________________________________ Job capacity _________________________________________________ Percentage of total work _________________________________________________ Licenses and numbers _________________________________________________ DIR Contractor Registration Number & Expiration Date __________________________ Company Name _________________________________________________ Principal _________________________________________________ Address _________________________________________________ City _________________________________________________
Phone _________________________________________________ Job capacity _________________________________________________ Percentage of total work _________________________________________________ Licenses and numbers _________________________________________________ DIR Contractor Registration Number & Expiration Date __________________________ Include Additional Pages if Necessary

Request for Proposals 08-167 September 24, 2025
Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project Page 48 Attachment H: ASSEMBLY BILL NO. 626
CHAPTER 810
An act to add and repeal Section 9204 of the Public Contract Code, relating to public contracts.
[Approved by Governor September 29, 2016. Filed with
Secretary of State September 29, 2016.]

LEGISLATIVE COUNSEL'S DIGEST
AB 626, Chiu. Public contracts: claim resolution.

Existing law prescribes various requirements regarding the formation, content, and enforcement of state and local public contracts. Existing law applicable to state public contracts generally requires that the resolution of claims related to those contracts be subject to arbitration.

Existing law applicable to local agency contracts prescribes a process for the resolution of claims related to those contracts of $375,000 or less.

This bill would establish, for contracts entered into on or after January 1, 2017, a claim resolution process applicable to any claim by a contractor in connection with a public works project. The bill would define a claim as a separate demand by the contractor for one or more of the following: a time extension for relief from damages or penalties for delay, payment of money or damages arising from work done pursuant to the contract for a public work, or payment of an amount disputed by the public entity, as specified.

This bill would require a public entity, defined to exclude certain state entities, upon receipt of a claim sent by registered or certified mail, to review it and, within 45 days, provide a written statement identifying the disputed and undisputed portions of the claim. The bill would authorize the 45-day period to be extended by mutual agreement. The bill would require any payment due on an undisputed portion of the claim to be processed within 60 days, as specified. The bill would require that the claim be deemed rejected in its entirety if the public entity fails to issue the written statement.

This bill would authorize, if the claimant disputes the public entity’s written response of if the public entity fails to respond to a claim within the time prescribed, the claimant to demand to meet and confer for settlement of the issues in dispute. The bill would require any disputed portion of the claim that remains in dispute after the meet and confer conference to be subject to nonbinding mediation, as specified. The bill would provide that unpaid claim amounts accrue interest at 7% per annum. The bill would prescribe a procedure by which a subcontractor or lower tier contractor may make a claim through the contractor.

This bill would require the text of these provisions, or a summary, to be set forth in the plans or specifications for any public work which may give rise to a claim. The bill would specify that a waiver of these rights is void and contrary to public policy, except as specified. The bill would also specify that it does not impose liability on a public entity that makes loans or grants available

Request for Proposals 08-167 September 24, 2025
Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project Page 49 through a competitive application process, for the failure of an awardee to meet its contractual obligations.

By increasing the duties of local agencies and officials, this bill would impose a statemandated local program.

This bill would, on January 1, 2020, repeal the provision establishing the claim resolution process.

This bill would specify that these provisions constitute a matter of statewide concern.

The California Constitution requires the state to reimburse local agencies and school districts for certain costs mandated by the state. Statutory provisions establish procedures for making that reimbursement.

This bill would provide that, if the Commission on State Mandates determines that the bill contains costs mandated by the state, reimbursement for those costs shall be made pursuant to these statutory provisions.

The people of the State of California do enact as follows:

SECTION 1. Section 9204 is added to the Public Contract Code, to read: 9204. (a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner.
(b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project.
(c) For purposes of this section:
(1) "Claim" means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project. (B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled.
(C) Payment of an amount that is disputed by the public entity. (2) "Contractor" means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project. (3) (A) "Public entity" means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California

Request for Proposals 08-167 September 24, 2025
Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project Page 50 State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency. (B) "Public entity" shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that department.
(ii) The Department of Transportation as to any project under the jurisdiction of that department.
(iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department.
(iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code.
(v) The Military Department as to any project under the jurisdiction of that department.
(vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority.
(4) "Public works project" means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind.
(5) "Subcontractor" means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor. (d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion.
(D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply.

Request for Proposals 08-167 September 24, 2025
Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project Page 51 (2)(A) If the claimant disputes the public entity's written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute.
(B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified i n w r i t i n g . If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. (C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board , in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section.
(D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. (E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties' dispute. (3)Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity's failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. (4)Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.
(5)If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written

Request for Proposals 08-167 September 24, 2025
Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project Page 52 request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so. (e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section. (f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section.
(g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.
(i) This section shall remain in effect only until January 1, 2020, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes or extends that date.

SEC. 2. The Legislature finds and declares that it is of statewide concern to require a charter city, charter county, or charter city and county to follow a prescribed claims resolution process to ensure there are uniform and equitable procurement practices.

SEC. 3. If the Commission on State Mandates determines that this act contains costs mandated by the state, reimbursement to local agencies and school districts for those costs shall be made pursuant to Part 7 (commencing with Section 17500) of Division 4 of Title 2 of the Government Code.

Request for Proposals 08-167 September 24, 2025
Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project Page 53 Attachment I: PROPOSAL LABEL

SEALED PROPOSAL

IMPORTANT

NOTICE TO

PROPOSER
The envelope containing your proposal MUST have:

Your name and address in the UPPER left corner.

This label on the LOWER left corner.

RFP NAME: RFP #08-167 Design-Build Construction of
Dry Creek Wastewater Treatment Plant
Collections Building Expansion Project
ATTENTION: Inderpreet K Chaggar
PROPOSAL DUE DATE: November 5, 2025
PROPOSAL DUE TIME: 3:00 PM
PROPOSAL FROM:

TIME SENSITIVE
DELIVER TO CITY CLERK IMMEDIATELY.

D.G. Granade, Inc. Page 300 of 1681

City of Roseville Addendum 1: Page 1
Design - Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project

IMPORTANT
Date: October 15, 2025
TO: Proposers
FROM: Inderpreet Chaggar, Senior Engineer, Environmental Utilities Department RE: RFP 08-167, Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project
*************ADDENDUM ONE***********
This Addendum 1 includes the following attachments:

Pre-proposal Meeting Presentation
Pre-proposal Meeting Sign in Sheet
Questions and Answers from Pre-Proposal Meeting
Updated Section 5.0 of RFP 08-167_Volume 1 of 4
As-Builts_Collections Building Expansion_2013

1. PRE- PROPOSAL MEETING POWER POINT PRESENTATION
Attached to this Addendum 1 is the pre-proposal meeting presentation.

2. PRE- PROPOSAL MEETING SIGN-IN SHEET
Attached to this Addendum 1 is the pre-proposal meeting sign-in sheet.

3. QUESTIONS AND ANSWERS FROM PRE-PROPOSAL MEETING

1. Are there BMS on HVAC for the existing building?
a. The building mechanical system for the existing building is shown on the Concept Drawings that are part of the RFP documents (Volume 4 or 4).

2. What is the level of detail required for the preliminary drawings for the proposal? a. Requirements for Preliminary Drawing and Specification are specified in Section 7.1.2. Preliminary Drawings can be reproductions of the Concept Drawings provided in the RFP.

3. Will the existing building need to remain in operations during the construction of this project?
a. Yes. Collections will need the ability to bring their trucks in at 3PM everyday.

4. Where is the electrical service for the new building? a. On the outside of the existing building.

5. Is the cost estimate available?
a. The consultant provided a preliminary cost estimate which due to the lack of detail, City will not be providing.

CITY OF ROSEVILLE

DESIGN BUILD PROPOSAL

PRELIMINARY DRAWINGS

80 80 80 65ROSEVILLE SACRAMENTO FOLSOM LINCOLN AUBURN PLACERVILLE 50 User: CHERYL LOVE Plot Date: 5/29/2025 2:17 PM COVER SHEET G-001 NTS CLL CLL KCA PROJECT VICINITY MAP AND LOCATION MAP pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\General\2468032.00-G-001 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 C65166 NOT FOR CONSTRUCTION KERWIN C. ALLEN THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL CITY OF ROSEVILLE ROSEVILLE, CALIFORNIA 30% DESIGN VICINITY MAP LOCATION MAP SCALE: NTS SCALE: NTS PFE RD

COOK RIOLO RD VINEYARD RD FOOTHILLS BLVD

ATKINSONS ST BOOTH RD

BOOTH RD

BEDELL LN
UNION PACIFIC RAILROAD FOOTHILLS BLVD PROJECT AREA COLLECTIONS BUILDING EXPANSION AND NEW VEHICLE STORAGE BUILDING ROSEVILLE WASTEWATER TREATMENT PLANT 100 BOOTH ROAD ROSEVILLE, CA 95747 PROJECT VICINITY CRESTHAVEN

RIVERSIDE AVE
INTERSTATE 80

User: CHERYL LOVE Plot Date: 5/29/2025 2:17 PM INDEX TO PLANS G-002 NTS CLL CLL KCA pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\General\2468032.00-G-002 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 C65166 NOT FOR CONSTRUCTION KERWIN C. ALLEN THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL SHEET NO DWG NO DRAWING TITLE GENERAL 1 G-001 COVER SHEET PROJECT VICINITY MAP AND LOCATION MAP 2 G-002 INDEX TO PLANS 3 G-003 GENERAL ABBREVIATIONS - I 4 G-004 GENERAL ABBREVIATIONS - II 5 G-005 GENERAL NOTES AND LEGEND 6 G-006 GENERAL EQUIPMENT DESIGNATIONS AND PIPING SCHEDULE CIVIL7 C-001 CIVIL NOTES 8 C-002 CIVIL LEGEND 9 C-003 SITE PLAN REFINEMENT 10 C-004 GRADING AND DRAINAGE PLAN 11 C-005 SITE DEMOLITION 12 C-006 EXISTING TOPOGRAPHY AND UTILITIES 13 C-007 CIVIL DETAILS 14 C-008 CIVIL STANDARD DETAILS STRUCTURAL 15 S-001 STRUCTURAL GENERAL NOTES, ABBREVIATIONS AND DETAIL 16 S-002 VEHICLE STORAGE BUILDING FOUNDATION PLAN 17 S-003 VEHICLE STORAGE BUILDING ROOF PLAN ARCHITECTURAL 18 A-001 ARCHITECTURAL CODE SUMMARY, SCHEDULES, AND NOTES 19 A-002 COLLECTIONS BUILDING FLOOR PLAN DEMOLITION 20 A-003 COLLECTIONS BUILDING FLOOR PLAN MODIFICATIONS AND SCHEDULE 21 A-004 COLLLECTIONS BUILDING EXTERIOR ELEVATIONS 22 A-005 VEHICLE STORAGE BUILDING FLOOR PLAN AND SCHEDULE 23 A-006 VEHICLE STORAGE BUILDING ROOF PLAN 24 A-007 VEHICLE STORAGE BUILDING ELEVATIONS HVAC AND PLUMBING 25 H-001 HVAC LEGEND, ABBREVIATIONS AND NOTES 26 H-002 HVAC EQUIPMENT SCHEDULES 27 H-003 COLLECTIONS BUILDING HVAC DEMOLITION PLAN 28 H-004 COLLECTIONS BUILDING HVAC MODIFICATIONS PLAN 29 H-005 VEHICLE STORAGE BUILDING HVAC SCHEMATIC 30 P-001 PLUMBING LEGEND, ABBREVIATIONS, NOTES AND PLUMBING SCHEDULE 31 P-002 COLLECTIONS BUILDING PLUMBING PLAN 32 P-003 VEHICLE STORAGE BUILDING PLUMBING SCHEMATIC SHEET NO DWG NO DRAWING TITLE ELECTRICAL 33 E-001 ELECTRICAL ABBREVIATIONS 34 E-002 ELECTRICAL NOTES 35 E-003 ELECTRICAL LEGEND - I 36 E-004 ELECTRICAL LEGEND - II 37 E-005 ELECTRICAL LEGEND - III 38 E-006 SITE PLAN 39 E-007 SINGLE LINE DIAGRAM MODIFICATIONS, EQUIPMENT SECTION AND LOAD SUMMARY 40 E-008 COLLECTIONS BUILDING FLOOR PLAN DEMOLITION 41 E-009 COLLECTIONS BUILDING ELECTRICAL PLAN 42 E-010 VEHICLE STORAGE BUILDING ELECTRICAL PLAN AND FIRE ALARM RISER DIAGRAM

ABBREVIATIONS #@<>AA/C A/D A/MAASHTO ABABAN(-D) ABS ACACH ACI ACK ACOUS ACP ADA ADDIT ADJ ADJT ADWF AFAFCI AFF AFG AGG AI AIC AISC AISI AITC ALT ALTD ALUM ALV AMB ANC ANN ANSI ANT AOAPA APPROX ARV ASASB ASCE ASD ASHRAE ASME ASPH ASSY ASTM ATATM ATS AUTO AUX AVE AVG AVV AWG AWS AWT AWWA B/WBARM BATT BB(S) BCBCR BCV BDBDD BFBFV BFP POUND, NUMBER ATLESS THAN GREATER THAN DEFLECTION ANGLE DEGREE(-S) (ANGULAR) AMPERE(-S) AIR CONDITIONING ANALOG TO DIGITAL AUTO/MANUAL AMERICAN ASSOCIATION OF STATE HIGHWAY TRANSPORTATION OFFICIALS AGGREGATE BASE, ANCHOR BOLT(-S) ABANDON(-ED) ABSOLUTE, ACRYLONITRILE- BUTADIENE-STYRENE ASPHALTIC CONCRETE, ALTERNATING CURRENT AIR CHANGES PER HOUR AMERICAN CONCRETE INSTITUTE ACKNOWLEDGE ACOUSTIC(-AL) ASBESTOS CEMENT PIPE AMERICANS WITH DISABILITIES ACT ADDITIONAL ADJUST(-ED,-MENT,-ABLE) ADJACENT AVERAGE DRY WEATHER FLOW ACRE-FEET, AMPERE FRAME ARC-FAULT CIRCUIT INTERRUPTER ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AGGREGATE ANALOG INPUT AMPERES INTERRUPTING CAPACITY AMERICAN INSTITUTE OF STEEL CONSTRUCTION AMERICAN IRON AND STEEL INSTITUTE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ALTERNAT(-E, -OR) ALTITUDE ALUMINUM ALTITUDE VALVE AMBIENT ANCHOR ANNUNCIATOR AMERICAN NATIONAL STANDARDS INSTITUTE ANTENNA ANALOG OUTPUT THE ENGINEERED WOOD ASSOCIATION APPROXIMATE(-LY) AIR RELEASE VALVE AMMETER SWITCH ASBESTOS AMERICAN SOCIETY OF CIVIL ENGINEERS ADJUSTABLE SPEED DRIVE (DC) AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR- CONDITIONING ENGINEERS AMERICAN SOCIETY OF MECHANICAL ENGINEERS ASPHALT ASSEMBLY AMERICAN SOCIETY FOR TESTING AND MATERIALS AMPERE TRIP ATMOSPHERE (14.7 LB/IN2) AUTOMATIC TRANSFER SWITCH AUTOMATIC AUXILIARY AVENUE AVERAGE AIR VACUUM VALVE AMERICAN WIRE GAGE AMERICAN WELDING SOCIETY ADVANCED WATER TREATMENT AMERICAN WATER WORKS ASSOCIATION BOTTOM OF WALL BARMINUTOR BATTERY BEARING BAR(-S) BEGINNING OF HORIZONTAL CURVE, BARE COPPER BEGIN CURB RETURN BALL CHECK VALVE BOARD, BELT DRIVE BACKDRAFT DAMPER BLIND FLANGE BUTTERFLY VALVE BELT FILTER PRESS, BACKFLOW PREVENTER DNDODPDT DPST DRDRG DSDTL(-S) DUP DVDWG(-S) EEAECECC ECD ECR EER EFEFFIC EFFL EGEGL ELEL&C ELEM ELL EMBED EMERG ENENCL ENET ENGR ENTR EPEPA EQEQPM ESES/EW ESP EST E-STOP ETM ETS DOWN DISSOLVED OXYGEN, DISCRETE OUTPUT DOUBLE POLE, DOUBLE THROW DOUBLE POLE, SINGLE THROW DOOR, DRAIN, DRYER DOUBLE RUBBER GASKET JOINT DOWN SPOUT DETAIL(-S) DUPLEX DIAPHRAGM VALVE DRAWING(-S) EAST EACH, EXHAUST AIR END OF HORIZONTAL CURVE ECCENTRIC EPOXY COATED END CURB RETURN ENERGY EFFICIENCY RATIO EACH FACE EFFICIENCY EFFLUENT EXISTING GRADE ENERGY GRADE LINE ELEVATION, EPOXY LINED EPOXY LINED AND COATED ELEMENTARY ELBOW EMBEDMENT EMERGENCY EDGE NAILING ENCLOSURE ETHERNET ENGINEER ENTRANCE EDGE OF PAVEMENT ENVIRONMENTAL PROTECTION AGENCY EQUAL (-LY, -IZATION) EQUIPMENT EACH SIDE EMERGENCY SHOWER/EYE WASH EXTERNAL STATIC PRESSURE ESTIMATE(-D) EMERGENCY STOP ELAPSED TIME METER ELECTROLYSIS TEST STATION HGL HGR HHHI HMHMI HOA HOR HORZ HOV HPH-P HPT HR(S) HRL HSPF HSS HST HTHTG HTR HVAC HVY HWL HWY HYD HZI&C I/OIBC ICC IDIEIEEE IEER IFILININFL INST INSTR INSUL INT INV IPIPS IRIRRG ISISA ISO ISR IXJBJST JTKAKCMIL KGKGV KHZ KIP KMKSI KVKVA KVAR KVARH KWKWH LL/DLALAB LAM LAN LAT LAV LB(-S) LB(-S)/SF LCP LCS LDLDG LELEED LEL HYDRAULIC GRADE LINE HANGER HANDHOLE HYDRAULIC INSTITUTE HOLLOW METAL HUMAN MACHINE INTERFACE HAND-OFF-AUTOMATIC HAND-OFF-REMOTE HORIZONTAL HYDRAULICALLY OPERATED VALVE HORSEPOWER HINGE POINT HIGH POINT HOUR(-S) HANDRAIL HEATING SEASONAL PROFICIENCY FACTOR HOLLOW STRUCTURAL SECTION HOIST HEIGHT HEATING HEATER HEATING, VENTILATING, AND AIR CONDITIONING HEAVY HIGH WATER LEVEL HIGHWAY HYDRAULIC HERTZ (CYCLES PER SECOND) INSTRUMENTATION AND CONTROL INPUT/OUTPUT INTERNATIONAL BUILDING CODE INTERNATIONAL CODE COUNCIL INSIDE DIAMETER INVERT ELEVATION INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS INTEGRATED ENERGY EFFICIENCY RATIO INSIDE FACE INDICATING LIGHT INCH(-ES) INFLUENT INSTANTANEOUS INSTRUMENT(-ATION) INSULATION INTERIOR, INTERNAL INVERT INTERNET PROTOCOL INTERNATIONAL PIPE STANDARD, INCHES PER SECOND, IRON PIPE SIZE INFRARED IRRIGATION INTRINSICALLY SAFE INTERNATIONAL SOCIETY OF AUTOMATION ISOLAT(-E, -ION), ISOMETRIC INTRINSICALLY SAFE RELAY ION EXCHANGE JUNCTION BOX JOIST JOINT KILOAMPERE(-S) THOUSANDS OF CIRCULAR MILS KILOGRAM(-S) KNIFE GATE VALVE KILOHERTZ ONE THOUSAND POUNDS KILOMETER(-S) KIPS PER SQUARE INCH KILOVOLT(-S) KILOVOLT-AMPERE(-S) KILOVOLT-AMPERE(-S) REACTIVE KILOVOLT-AMPERE REACTIVE HOUR(-S) KILOWATT(-S) KILOWATT HOUR(-S) LITER(-S), LENGTH, LINE LITERS PER DAY LIGHTNING ARRESTER LABORATORY LAMINATE LOCAL AREA NETWORK LATERAL LAVATORY POUND(-S) POUND(-S) PER SQUARE FOOT LOCAL CONTROL PANEL LOCAL CONTROL STATION DEVELOPMENT LENGTH LANDING LIFTING EYE LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN LOWER EXPLOSIVE LIMIT BVBVC CC/C C/S CAB CALC(S) CAT CATV CAV CBCCCCT CCTV CDCEM CEN CENT CER CFH CFM CFS CHCHAN CHEM CHK CHKD CI CID1 CID2 CIP CIRC CIRCUM CISP CJ CJP CKT CL2 CLASS CLG CLOS CLR CLSM CMCMC CML CML&C CMP CMU CNJ CNTR CNTRSK COCO2 COAX COD COL COM COMM COMP CONC COND CONN CONST CONT COORD COP COR BALL VALVE BEGINNING OF VERTICAL CURVE CURVE, CONDUCTOR, CONTACT CENTER-TO-CENTER CONSTANT SPEED CABINET CALCULATION(S) CATEGORY CABLE TV COMBINATION AIR VALVE CATCH BASIN, CIRCUIT BREAKER CUBIC CENTIMETER(-S) CHLORINE CONTACT TANK CLOSED-CIRCUIT TELEVISION CONTROL DAMPER CEMENT CENTRAL CENTRIFUGAL CEILING EXHAUST RETURN CUBIC FEET PER HOUR CUBIC FEET PER MINUTE CUBIC FEET PER SECOND CHAMBER CHANNEL CHEMI(-CAL, -STRY) CHECK CHECKERED CAST IRON CLASSIFICATION I, DIVISION 1 CLASSIFICATION I, DIVISION 2 CAST IRON PIPE, CAST IN PLACE, CLEAN IN PLACE CIRCULA(-R, -TION) CIRCUMFERENCE CAST IRON SOIL PIPE CONSTRUCTION JOINT COMPLETE JOINT PENETRATION CIRCUIT CHLORINE CLASSIFICATION CEILING CLOSET CLEAR(-ANCE) CONTROLLED LOW STRENGTH MATERIAL CENTIMETERS CEMENT MORTAR COATED CEMENT MORTAR LINED CEMENT MORTAR LINED AND COATED CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CONTROL JOINT CENTER COUNTERSUNK CLEANOUT, CONDUIT ONLY CARBON DIOXIDE COAXIAL CHEMICAL OXYGEN DEMAND COLUMN COMMON COMMUNICATION COMPRESSOR CONCRETE CONDENSATE, CONDUIT CONNECT (-ED, -S, -ION) CONSTRUCTION CONTINU(-ED, -OUS, -ATION) COORDINATE COEFFICIENT OF PERFORMANCE CORNER BHP BITUM BKR BLBLDG BLK BLKG BMBM-1 BNBOBOC BOD BOD 5 BOE BOP BOT BPBRG BSBSMT BTU BTWN BRAKE HORSEPOWER BITUMINOUS BREAKER BUILDING LINE BUILDING BLOCK(-S) BLOCKING BEAM, BENCH MARK BEAM MEMBER 1 BOUNDARY NAILING BLOWOFF BACK OF CURB BOTTOM OF DUCT BIOCHEMICAL OXYGEN DEMAND (5 DAY) BOTTOM OF EQUIPMENT BOTTOM OF PIPE BOTTOM BASE PLATE BEARING BLACK STEEL, BOTH SIDES BASEMENT BRITISH THERMAL UNIT BETWEEN CORP CORR COTG CPCPLG CPT CPVC CRCSD CTCTRL CTS CU FT CU IN CU M CU YD CUR CVCWT DBDBC DBL DCDCA DCS DCV DEFL DEG DEG C DEG F DEMO DEPT DHDI DIA DIAG DIAPH DIM(-S) DIP DIR DISC DISCH DISTR DL CORPORATION CORRUGATED CLEANOUT TO GRADE CONTROL POINT, CATHODIC PROTECTION COUPLING CONTROL POWER TRANSFORMER CHLORINATED POLYVINYL CHLORIDE CONTROL RELAY, CRUSHED ROCK CEILING SUPPLY DIFFUSER COURT, CURRENT TRANSFORMER, COOLING TOWER CONTROL CATHODIC TEST STATION CUBIC FOOT, CUBIC FEET CUBIC INCH(-ES) CUBIC METER(-S) CUBIC YARD(-S) CURRENT VALVE FLOW COEFFICIENT, CHECK VALVE ONE HUNDRED POUNDS DRY BULB DUCKBILL CHECK VALVE DOUBLE DIRECT CURRENT DOUBLE CHECK (VALVE) ASSEMBLY DISTRIBUTED CONTROL SYSTEM DOUBLE DISC CHECK VALVE DEFLECTION DEGREE(-S) DEGREES CELSIUS DEGREES FARENHEIT DEMOLISH DEPARTMENT HEAD LOSS (IN FEET), DOWNHOLE DUCTILE IRON, DROP INLET, DISCRETE INPUT DIAMETER DIAGONAL, DIAGRAM DIAPHRAGM DIMENSION(-S) DUCTILE IRON PIPE DIRECTION DISCONNECT DISCHARGE DISTRIBUTION DEAD LOAD EUSERC EVC EWEWT EXC EXH EXIST EXP EXT FAFAB FAC FACIL FAI FBFCFCA FCO FDFDC FDR FEFFFFE FGFHFIGFIN FLFLA FLASH FLEX FLG FLOC FLR FMFNFNDN FOFOS FPS FREQ FRP FRT FSFSD FTFTG FUFURN FURR FUT FVNR FVR FWD GGAGAC GAL GALV GAS GBGCGDL GFCI GI GL GLAZ GLB ELECTRIC UTILITY SERVICE EQUIPMENT REQUIREMENTS COMMITTEE END OF VERTICAL CURVE EACH WAY ENTERING WATER TEMPERATURE EXCAVATE EXHAUST EXISTING EXPANSION EXTERNAL, EXTERIOR FIRE ALARM FABRICATE(-D) FACTORY FACILIT(-Y, -IES) FRESH AIR INTAKE FLAT BAR FLEXIBLE COUPLING FLANGE COUPLING ADAPTER FLOOR CLEANOUT FLOOR DRAIN, FIRE DAMPER FIRE DEPARTMENT CONNECTION FEEDER FIRE EXTINGUISHER FAR FACE, FINISHED FLOOR FINISHED FLOOR ELEVATION FINISHED GRADE FIRE HYDRANT FIGURE FINISH(-ED) FLOW LINE FULL LOAD AMPERES FLASHING FLEXIBLE FLANGE(-D) FLOCCULATION FLOOR FLOW METER FIELD NAILING FOUNDATION FIBER OPTIC FACE OF STUD FEET PER SECOND FREQUENCY FIBERGLASS REINFORCED PLASTIC FIRE-RETARDANT FLOOR FINISHED SURFACE, FAR SIDE FIRE/SMOKE DAMPER FOOT, FEET FOOTING FUSE FURNITURE, FURNISHINGS FURRING FUTURE FULL VOLTAGE, NON REVERSING FULL VOLTAGE, REVERSING FORWARD GRAMS, GROUND (ELECTRICAL) GAUGE GRANULAR ACTIVATED CARBON GALLON(-S) GALVANIZED GASOLINE GRADE BREAK GROOVED COUPLING GROUND LEVEL GROUND-FAULT CIRCUIT INTERRUPTER GALVANIZED IRON GLASS GLAZING GLULAM BEAM GLL GLV GND GPD GPH GPM GPR GRGRL GRS GSGVGYP (BD) HH2O2 H2S H2SO4 HBHDHDG HDPE HDWD GLASS LINED GLOBE VALVE GROUND GALLONS PER DAY GALLONS PER HOUR GALLONS PER MINUTE GROUND PENETRATING RADAR GRATE GUARDRAIL GALVANIZED RIGID STEEL GALVANIZED STEEL GATE VALVE GYPSUM (BOARD) HIGH, HEIGHT HYDROGEN PEROXIDE HYDROGEN SULFIDE SULFURIC ACID HOSE BIBB HEAVY DUTY, HEAT DETECTOR HOT DIP GALVANIZE(-D) HIGH DENSITY POLYETHYLENE HARDWOOD User: CHERYL LOVE Plot Date: 5/29/2025 2:17 PM GENERAL ABBREVIATIONS - I G-003 NTS CLL CLL KCA pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\General\2468032.00-G-003 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 C65166 NOT FOR CONSTRUCTION KERWIN C. ALLEN THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL

LFLGLHLIP LIQLLLLBB LLH LLV LOLOC LONGIT LOR LOTO LPLPG LRL-R LSLTLTG LVLWLWL LWT MmA MACH MATL MAX MB MBH MBR MCMCA MCB MCC MCP MF MFR MFRD MGMG/L MGD MHMHZ MI MIL(-S) MIN MISC MJ ML MLO MMMMBH MOCP MOD(-S) MON MOV MPH MRMSE MT(-D, -G) MTL MTR MTS MUL MV NN/A NAD NAOCL NAOH NAVD NCNDT NENEC NECA NEMA NETA NFNFC NFPA NGNH3 NIC LINEAR FEET LONG LEFT HAND LIP OF GUTTER LIQUID LIVE LOAD LONG LEG BACK-TO-BACK LONG LEG HORIZONTAL LONG LEG VERTICAL LOW LOCATION LONGITUDINAL LOCAL-OFF-REMOTE LOCK-OUT, TAG-OUT LOW POINT, LIGHTING PANELBOARD LIQUIFIED PETROLEUM GAS (PROPANE OR BUTANE AS NOTED) LONG RADIUS LOCAL-REMOTE LIMIT SWITCH LEFT, LIGHT, LEFT TURN LIGHTING LOW VOLTAGE LIGHT WEIGHT LOW WATER LEVEL LEAVING WATER TEMPERATURE METER(-S) MILLIAMPERE(-S) MACHINE MATERIAL MAXIMUM MACHINE BOLT BTU PER HOUR (THOUSANDS) MEMBRANE BIOREACTOR MOISTURE CONTENT, MISCELLANEOUS CHANNEL MINIMUM CIRCUIT AMPACITY MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER MOTOR CIRCUIT PROTECTOR MICROFILTRATION MANUFACTURER MANUFACTURED MILLIGRAM(-S), MILLION GALLON(-S) MILLIGRAMS PER LITER MILLION GALLONS PER DAY MANHOLE MEGAHERTZ MILES ONE-THOUSANDTH OF AN INCH MINIMUM, MINUTE(-S) MISCELLANEOUS MECHANICAL JOINT MILLILITER(-S) MAIN LUGS ONLY MILLIMETER(-S), MULTIMODE (FIBER) BTU PER HOUR (MILLIONS) MAXIMUM OVERCURRENT PROTECTION MODIF(-Y, -ICATIONS) MONUMENT MOTOR OPERATED VALVE MILES PER HOUR MOISTURE-RESISTANT MECHANICALLY STABILIZED EARTH MOUNT(-ED, -ING) METAL MOTOR MANUAL TRANSFER SWITCH MULLION MEDIUM VOLTAGE NORTH, NEUTRAL (ELECTRICAL) NOT APPLICABLE NORTH AMERICAN DATUM SODIUM HYPOCHLORITE SODIUM HYDROXIDE NORTH AMERICAN VERTICAL DATUM NORMALLY CLOSED NON-DESTRUCTIVE TEST(ING) NORTHEAST NATIONAL ELECTRICAL CODE (NFPA 70) NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION INTERNATIONAL ELECTRICAL TESTING ASSOCIATION NEAR FACE, NANOFILTRATION NOT FOR CONSTRUCTION NATIONAL FIRE PROTECTION ASSOCIATION NATURAL GAS AMMONIA NOT IN CONTRACT OIT OL OPNG(-S) OPP ORIG OS&Y OSA OSC OSHA OT OZ PP/L PAPACP PAF PBPC(-S) PCC PCCP PCF PCO PCOTG PDPEPEMB PEN PER PERC PERF PFPFAS PFOA PFOS PFR PHpHPHMS PHSMS PI PID PIT PIV PLAS PLC PLF PMPNL PNLBD PNV POE POT PPPPB PPE PPM PRPRE-ENG PRESS PRI PROJ PROP OPERATOR INTERFACE TERMINAL THERMAL OVERLOAD RELAY OPENING(-S) OPPOSITE ORIGINAL OUTSIDE SCREW AND YOKE (RISING STEM GATE VALVE) OUTSIDE AIR OPEN/STOP/CLOSE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OVER TEMPERATURE OUNCE(-S) PNEUMATIC, PIPE, POLE PROPERTY LINE PUBLIC ADDRESS PERFORATED ASBESTOS CEMENT PIPE POWDER/POWER ACTUATED FASTENER PULLBOX, PUSHBUTTON PIECE(-S), PHOTOCELL, POINT OF CURVE (BEGIN CURVE), PROGRESSIVE CAVITY POINT OF COMPOUND CURVE, POINT OF COMMON COUPLING PRESTRESSED CONCRETE CYLINDER PIPE POUNDS PER CUBIC FOOT PRESSURE CLEANOUT PRESSURIZED CLEANOUT TO GRADE PRESSURE DROP, POSITIVE DISPLACEMENT PHOTOELECTRIC, PLAIN END, POLYETHYLENE PRE-ENGINEERED METAL BUILDING PENETRAT(-E, -ION) PERIODIC PERCOLAT(-E, -ION) PERFORAT(-E, -ED, -ES, -ATION) POWER FACTOR, PROFILE PER- AND POLYFLUOROALKYL SUBSTANCES PERFLUOROOCTANOIC ACID PERFLUOROOCTANESULFONATE POWER FACTOR RELAY PIPE HANGER, PHASE MEASURE OF ACIDITY OR ALKALINITY PAN HEAD MACHINE SCREW PAN HEAD SHEET METAL SCREW POINT OF INTERSECTION, PRESSURE INDICATOR (GAUGE) PROPORTIONAL-INTEGRAL-DERIVATIVE PRESSURE INDICATING TRANSMITTER POST INDICATOR VALVE PLASTER PROGRAMMABLE LOGIC CONTROLLER POUND PER LINEAL FOOT PROJECT MANAGER, POWER MONITOR PANEL PANELBOARD PINCH VALVE POWER OVER ETHERNET POTABLE PARTIAL PENETRATION, POWER POLE, PAGES PARTS PER BILLION PERSONAL PROTECTIVE EQUIPMENT PARTS PER MILLION PAIR PRE-ENGINEERED PRESSURE PRIMARY PROJECT(-ION) PROPERTY, PROPOSED, PROPELLER SER SGNL SH(SH) SHT SI SIMSKSLSLBB SLH SLV SMSMACNA SMS SO2 SPSP GR SPC(-S, -D) SPD SPDT SPEC(-S) SQSRG SSSSCO SSD SSMH STSTA STAG STB STD(-S) STIFF STL STM STOR STP SUB SUBM SUP SUPP SURF SUSP SWSWBD SWGR SYM SYNC SYS TT&B T&G T/C T/P T/S T/WT-_-P T-_-S TATAN TBTBM TCTCP TDH TDS TEFC SERVICE ENTRANCE RATED SIGNAL SHOWER SHIELDED SHEET SIDE INLET SIMILAR SINK SLUDGE SHORT LEGS BACK-TO-BACK SHORT LEG HORIZONTAL SHORT LEG VERTICAL SINGLEMODE (FIBER) SHEET METAL & AIR CONDITIONING CONTRACTORS’ NATIONAL ASSOCIATION SHEET METAL SCREW SULFUR DIOXIDE STATIC PRESSURE, SET POINT SPECIFIC GRAVITY SPACE(-S, -D) SURGE PROTECTIVE DEVICE SINGLE POLE, DOUBLE THROW SPECIFICATION(-S) SQUARE SINGLE RUBBER GASKET JOINT STAINLESS STEEL, SANITARY SEWER, SOLID STATE SANITARY SEWER CLEAN-OUT SATURATED SURFACE DRY SANITARY SEWER MANHOLE STREET STATION STAGGER SHORTING TERMINAL BLOCK STANDARD(-S) STIFFEN(-ER) STEEL STEAM STORAGE SHIELDED TWISTED PAIR SUBNATANT SUBMISSION, SUBMIT SUPERNATANT SUPPORT(-S) SURFACE SUSPEND(-ED) SOUTHWEST, SWITCH SWITCHBOARD SWITCHGEAR SYMMETRICAL SYNCHRONIZING SYSTEM TIME(-R) TOP AND BOTTOM TONGUE AND GROOVE TOP OF CONCRETE TOP OF PAVEMENT TOP OF STEEL TOP OF WALL TYPE ______ PIPE TYPE ______ SUPPORT TRANSFER AIR TANGENT(-IAL) THRUST BLOCK, TERMINAL BLOCK TEMPORARY BENCHMARK, TUNNEL BORING MACHINE TRAY CABLE TRANSMISSION CONTROL PROTOCOL TOTAL DYNAMIC HEAD TOTAL DISSOLVED SOLIDS TOTALLY ENCLOSED FAN COOLED TYP UUBC UDUFUGUL UNKN UON UPS USGBC UTUTP UVVV/S VAVAC VAR VAT VCVCP VDVEL VERT VERTS VFD VFI VIF VOL VPI VSVTVTP VTR VVT WW/ W/O WAN WAS WB WC WCLIB WCO WD WEF WER WF WG WH WHDM WHM WMWMH WNDW WP WR WS WSD WSP WSTP WT WTP WTR WV WWWWF WWM WWTP XFMR XPYDYR TYPICAL URINAL UNIFORM BUILDING CODE UNDERDRAIN ULTRAFILTRATION UNDERGROUND UNDERWRITERS LABORATORIES UNKNOWN UNLESS OTHERWISE NOTED UNINTERRUPTIBLE POWER SUPPLY UNITED STATES GREEN BUILDING COUNCIL ULTRASONIC TESTING UNSHIELDED TWISTED PAIR ULTRAVIOLET VOLTS VARIABLE SPEED VOLT-AMPERES VACUUM VARIES, VARIABLE, VOLT-AMPERES REACTIVE VINYL ASBESTOS TILE VERTICAL CURVE VITRIFIED CLAY PIPE, VENDOR CONTROL PANEL VOLUME DAMPER VELOCITY VERTICAL VERTICAL BARS VARIABLE FREQUENCY DRIVE (AC) VACUUM FAULT INTERRUPTER VERIFY IN FIELD VOLUME VERTICAL POINT OF INTERSECTION VOLTMETER SWITCH VENT VERTICAL TURBINE PUMP VENT TO ROOF VARIABLE VOLUME/TEMPERATURE WIDE, WIDTH, WIRE, WATTS, WELDED, WEST WITH WITHOUT WIDE AREA NETWORK WASTE ACTIVATED SLUDGE WATER BAR, WET BULB WATER CLOSET, WATER COLUMN WEST COAST LUMBER INSPECTION BUREAU WALL CLEANOUT WOOD WATER ENVIRONMENT FEDERATION WALL EXHAUST OR RETURN WIDE FLANGE WATER GAUGE WATER HEATER WATT-HOUR DEMAND METER WATT-HOUR METER WATER METER WATER MANHOLE WINDOW WEATHERPROOF, WATERPROOF, WORK POINT, WEATHER PROTECTED WEATHER RESISTANT WELDED STEEL, WATER SURFACE WALL SUPPLY DIFFUSER WELDED STEEL PIPE WATERSTOP WEIGHT, WALL THICKNESS WATER TREATMENT PLANT WATER WATER VALVE WASTEWATER WELDED WIRE FABRIC WELDED WIRE MESH WASTEWATER TREATMENT PLANT TRANSFORMER EXPLOSION PROOF YARD YEAR SEE ALSO DRAWING TITLED GENERAL EQUIPMENT DESIGNATIONS AND PROCESS IDENTIFICATION CODES. NONOM NORM NPT NRS NSNSG NTNTS NWNWL O/C O3 OAOBD OCODODP OF OFCI OFS OGOH NORMALLY OPEN, NUMBER NOMINAL NORMAL NATIONAL PIPE THREAD NON-RISING STEM GATE VALVE NEAR SIDE NON-SHRINK GROUT NORMALLY THROTTLED NOT TO SCALE NORTHWEST NORMAL WATER LEVEL OPEN/CLOSE OZONE OVERALL OPPOSED BLADE DAMPER ON CENTER OUTSIDE DIAMETER OPEN DRIP PROOF OVERFLOW, OUTSIDE FACE OWNER FURNISHED, CONTRACTOR INSTALLED OUTSIDE FACE OF STUD ORIGINAL GROUND OPPOSITE HAND, OVERHEAD PROT PRS PRV PSPSF PSI PSIA PSIG PSL PSTA PSV PT(-S) PUPVPVC PVI PVMT PVT PWPWR PWWF QR, RAD R/WRARAS RCRCCP RCP RCPT RCT RDREC RECIRC RECT RED REF REFR REG REINF PROTECT(-OR) PRESSURE SNUBBER PRESSURE RELIEF VALVE, PRESSURE REDUCING VALVE PIPE SUPPORT, POWER SUPPLY, PRESSURE SWITCH POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH ABSOLUTE (PRESSURE ABOVE VACUUM) POUNDS PER SQUARE INCH GAUGE (PRESSURE ABOVE ATMOSPHERE) PIPE SLEEVE PUMP STATION PRESSURE SUSTAINING VALVE POINT OF TANGENT (END CURVE), PRESSURE- TREATED, POTENTIAL TRANSFORMER, POINT(-S), PRESSURE TRANSMITTER POLYURETHANE PLUG VALVE POLYVINYL CHLORIDE, POINT OF VERTICAL CURVE POINT OF VERTICAL INTERSECTION PAVEMENT POINT OF VERTICAL TANGENCY POTABLE WATER POWER PEAK WET WEATHER FLOW FLOW OR DISCHARGE RADIUS RIGHT OF WAY RETURN AIR RETURN ACTIVATED SLUDGE REINFORCED CONCRETE REINFORCED CONCRETE CYLINDER PIPE REINFORCED CONCRETE PIPE RECEPTACLE REPEAT CYCLE TIMER ROAD RECEIVING RECIRCULAT(-E, -ION) RECTANG(-LE, -ULAR) REDUCE(-R) REFERENCE REFRIGERATOR REGULAT(-E, -OR, -ION, -ING) REINFORC(-E, -ED, -ING, -EMENT) REL REQD REQT RESIL RESV REV RHRIO RMRMT RND RORPM RPP RPS RRRST RTRTE RTN RTU RVSS SS/S S/WSASAN SARV SAVV SCADA SCAV SCFM SCH SCR SCV SDSDMH SESEC SECT SED SEER RELATIVE REQUIRED REQUIREMENT RESILIENT RESERVOIR REVISION RIGHT HAND REMOTE INPUT/OUTPUT ROOM REMOTE ROUND REVERSE OSMOSIS REVOLUTIONS PER MINUTE REDUCED PRESSURE PRINCIPLE REVOLUTIONS PER SECOND RAILROAD RESET RIGHT TURN, RESET TIMER ROUTE RETURN ROOF TOP UNIT, REMOTE TELEMETRY UNIT REDUCED VOLTAGE, SOLID STATE SEWER, SOUTH START/STOP SIDEWALK SUPPLY AIR SANITARY SEWAGE AIR RELEASE VALVE SEWAGE AIR VACUUM VALVE SUPERVISORY CONTROL AND DATA ACQUISITION SEWAGE COMBINATION AIR VALVE STANDARD CUBIC FEET PER MINUTE SCHEDULE SILICON CONTROLLED RECTIFIER SILENT CHECK VALVE STORM DRAIN, SMOKE DETECTOR STORM DRAIN MANHOLE SOUTHEAST SECONDARY, SECOND(-S) SECTION SEDIMENTATION SEASONAL ENERGY EFFICIENCY RATIO TEL TEMP TMPTNK TENV THK THRU TMV TNK TOD TOPO TOT TPTRT-R TRTMT TSTSS TSTAT TURB TELEPHONE TEMPERATURE, TEMPORARY TEMPERING TANK TOTALLY ENCLOSED NON-VENTILATED THICK(-ENED, -ENER, -NESS) THROUGH THERMOSTATIC MIXING VALVE TANK TOTAL OXYGEN DEMAND TOPOGRAPHY TOTAL, TOTALIZE(R) TEST PIT TREAD(-S) THROUGH ROOF TREATMENT STRUCTURAL TUBING TOTAL SUSPENDED SOLIDS THERMOSTAT TURBIDITY User: CHERYL LOVE Plot Date: 5/29/2025 2:23 PM GENERAL ABBREVIATIONS - II G-004 NTS CLL CLL KCA pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\General\2468032.00-G-004 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 C65166 NOT FOR CONSTRUCTION KERWIN C. ALLEN THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL

User: CHERYL LOVE Plot Date: 5/29/2025 2:17 PM GENERAL NOTES AND LEGEND G-005 NTS CLL CLL KCA pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\General\2468032.00-G-005 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 C65166 NOT FOR CONSTRUCTION KERWIN C. ALLEN THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL NOTES GENERAL 1. THIS PROJECT IS WITHIN CITY OF ROSEVILLE AND PLACER COUNTY RIGHT OF WAY. CONTRACTOR SHALL CONFORM TO CITY OF ROSEVILLE AND PLACER COUNTY ENCROACHMENT PERMIT AND REQUIREMENTS. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CITY OF ROSEVILLE STANDARDS AND APPLICABLE AWWA STANDARDS. IF THERE IS A DISCREPANCY BETWEEN THE REQUIREMENTS SET FORTH IN THE CONTRACT DOCUMENTS AND THE CITY OF ROSEVILLE STANDARDS AND DETAILS, THEN THE REQUIREMENTS SET FORTH IN THE CITY OF ROSEVILLE STANDARDS AND DETAILS GOVERN. 3. A PRE-EXISTING SITE CONDITION VIDEO SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL SHOW EXISTING CONDITIONS OF ALL CONCRETE, ASPHALT, LANDSCAPED AREAS, BUILDING EXTERIOR, ETC. SURROUNDING THE CONSTRUCTION AREAS. VIDEO SHALL BE SUBMITTED TO THE OWNER PRIOR TO BREAKING GROUND. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXISTING IMPROVEMENTS WHICH ARE TO REMAIN IN PLACE FROM DAMAGE. ALL IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED OR RECONSTRUCTED AT THE CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL COMPENSATION. 4. EXISTING RAILROAD RAILS AND TIES THAT INTERFERE WITH CONSTRUCTION OF THE NEW PIPELINE SHALL BE REMOVED BY THE CONTRACTOR AND SHALL BE DISPOSED OFF-SITE. 5. ALL BUILDING COORDINATES ARE TO OUTSIDE CORNER OF COLUMN OR BUILDING. 6. CONTRACTOR SHALL RESTORE ALL SURVEY MONUMENTS THAT ARE DAMAGED OR DESTROYED DURING CONSTRUCTION. 7. OBSERVATIONS OF WORK IN PROGRESS DURING SITE VISITS SHALL NOT ALTER THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. UTILITIES 1. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN IN THEIR APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL EXISTING PIPELINES AND OBSTRUCTIONS ARE SHOWN OR THAT LOCATIONS INDICATED ARE ACCURATE. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL POTHOLE TO DETERMINE ACTUAL LOCATION AND ELEVATION OF ALL EXISTING UTILITIES IN AND AROUND THE AREAS OF NEW CONSTRUCTION. 2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT ALL REMAINING EXISTING UTILITIES WHETHER SHOWN OR NOT SHOWN. 3. PRIOR TO ANY CONNECTION TO AN EXISTING UTILITY, THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY OWNER. 4. PRIOR TO ANY EXCAVATION IN THE VICINITY OF ANY EXISTING UNDERGROUND FACILITIES, INCLUDING ALL WATER, SEWER, STORM DRAIN, GAS, PETROLEUM PRODUCTS, OR OTHER PIPELINES; ALL BURIED ELECTRIC POWER, COMMUNICATIONS, OR TELEVISION CABLES; ALL TRAFFIC SIGNAL AND STREET LIGHTING FACILITIES; AND ALL ROADWAY, STATE HIGHWAY, AND RAILROAD RIGHTS-OF-WAY, THE CONTRACTOR SHALL NOTIFY THE RESPECTIVE AUTHORITIES REPRESENTING THE OWNERS OR AGENCIES RESPONSIBLE FOR SUCH FACILITIES TO FACILITATE A TIMELY MANNER OF WORK SO THAT A REPRESENTATIVE OF SAID OWNERS OR AGENCIES CAN BE PRESENT DURING SUCH WORK IF THEY SO DESIRE. IN THE CASE OF THE UNDERGROUND UTILITY SERVICE ALERT CENTER, THIS NOTICE WILL GIVE THEM TIME TO MARK THE LOCATION OF THE UTILITIES. THE CONTRACTOR SHALL ALSO NOTIFY UNDERGROUND SERVICES ALERT (USA) AT (811) IN ACCORDANCE WITH THE SPECIFICATIONS TO FACILITATE A TIMELY MANNER OF WORK, PRIOR TO SUCH EXCAVATION. SYMBOLOGY NEW EXISTING; SCREENED TEXT LABELS FOR SCREENED ELEMENTS IMPLY THE ELEMENT IS EXISTING FUTURE EXISTING LINEAR ELEMENTS TO BE REMOVED OR DEMOLISHED EXISTING NON-LINEAR ELEMENTS TO BE REMOVED OR DEMOLISHED CENTERLINE NATIVE EARTH (IN SECTION) ENGINEERED FILL (IN SECTION) / / / / / / / / / / / / / / 1 PL0/+-A SCALE: #/#" = 1'-0" STANDARD DETAIL TITLE C-5605 SUB-TITLE MATCHLINE |\ | |\ | BREAK LINE PERMITTING CONTRACTOR SHALL OBTAIN APPROPRIATE BUILDING AND ENGINEERING PERMIT FROM THE CITY OF ROSEVILLE AND, IF REQUIRED, PLACER COUNTY, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. NOTES (CONTINUED) MATCHLINE CONTINUED ON DRAWING ___ CROSS-REFERENCING SYMBOLS CENTERLINE PLATE DIAMETER APPROXIMATELY ANGLE WATER/FLUID SURFACE CL SHEET KEYNOTE CALLOUTS AND SHORTHAND SYMBOLS REVISION SYMBOLSCLOUDED AREA INDICATES CHANGED INFORMATION; NUMBER IN TRIANGLE INDICATES THE DRAWING VERSION AND MATCHES WITH REVISION INFORMATION IN THE REVISION BLOCK WITHIN THE DRAWING BORDER GRATING (IN PLAN) CHECKER PLATE (IN PLAN) MASONRY (IN SECTION) STEEL (IN SECTION) DETAIL NUMBER DETAIL NUMBER SHEET ON WHICH DETAIL IS DRAWN, "-" IF ON SAME SHEET SHEET ON WHICH DETAIL IS CALLED OUT, "-" IF ON SAME SHEET SECTION LETTER SECTION LETTER SHEET ON WHICH SECTION IS DRAWN, "-" IF ON SAME SHEET SHEET ON WHICH SECTION IS CUT, "-" IF ON SAME SHEET STANDARD DETAIL NUMBER STANDARD DETAIL NUMBER ELEVATION NUMBER ELEVATION NUMBER SHEET ON WHICH ELEVATION IS DRAWN, "-" IF ON SAME SHEET SHEET ON WHICH ELEVATION IS CALLED OUT, "-" IF ON SAME SHEET NOTE STANDARD DETAILS ARE LOCATED WITHIN THEIR RESPECTIVE DISCIPLINE, IMMEDIATELY FOLLOWING THE GENERAL ABBREVIATIONS, NOTES, AND LEGEND SHEETS. * * * A-92 OR 1 ##-## BUILDING GRID LABEL OR ACCESSORY NUMBER DOOR ROOM WALL WINDOW XXX## ##-## 1 CROSSING UTILITIES UTILITY CROSSING UNDERNEATH UTILITY CROSSING OVER LETTERS USED WHEN MORE THAN ONE ELEVATION IS DRAWN WITHIN A SINGLE ROOM FOUND ON DRAWING WHERE DETAIL, SECTION, OR ELEVATION IS CALLED OUT FOUND ON DRAWING WHERE DETAIL, SECTION, OR ELEVATION IS DRAWN NORTH ARROW LANDSCAPE FILL (IN PLAN AND SECTION) SAND OR GROUT (IN PLAN AND SECTION) GRAVEL (IN PLAN AND SECTION) AGGREGATE BASE (IN PLAN AND SECTION) CRUSHED ROCK (IN PLAN AND SECTION) CONCRETE (IN PLAN AND SECTION) S-5605 C-15 1 DIRECTION OF FLOW LABEL C-004 1 DETAIL TITLE SCALE: #/#" = 1'-0" A-005 A SECTION TITLE SCALE: #/#" - 1'-0" A-003 2 INTERIOR ELEVATION A SCALE: #/#" = 1'-0" A-013 A* A-009 2

User: CHERYL LOVE Plot Date: 5/29/2025 2:17 PM GENERAL CONSTRUCTION NOTES G-006 NTS CLL CLL KCA pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\General\2468032.00-G-006 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 C65166 NOT FOR CONSTRUCTION KERWIN C. ALLEN THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL GENERAL CONSTRUCTION NOTES GENERAL NOTES 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS AND THE LATEST EDITION AND AMENDMENTS OF THE CITY OF ROSEVILLE DESIGN AND CONSTRUCTION STANDARDS. 2. THE CITY OF ROSEVILLE IS A MEMBER OF THE UNDERGROUND SERVICE ALERT (U.S.A.) ONE-CALL SYSTEM. THE CONTRACTORS SHALL NOTIFY THE U.S.A. CENTER 48 HOURS IN ADVANCE OF PERFORMING ANY EXCAVATION WORK BY CALLING 1-800-227-2600. 3. THE CONTRACTOR SHALL MARK IN WHITE PAINT ALL AREAS TO BE EXCAVATED PRIOR TO CONTACTING U.S.A. ANY AREAS NOT MARKED WILL NOT BE SUBJECT TO U.S.A., AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES RESULTING FROM EXCAVATION. 4. THE CONTRACTOR SHALL EXPOSE AND VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION OF THE NEW IMPROVEMENTS CONNECTING TO OR IN THE VICINITY OF THE SAME. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS ON THE JOB SITE. 6. THE CONTRACTOR SHALL CONDUCT A PRE-CONSTRUCTION MEETING ONE-WEEK PRIOR TO STARTING WORK. THE CITY'S REPRESENTATIVE SHALL BE NOTIFIED BY THE CONTRACTOR AS TO THE DATE AND LOCATION OF THE MEETING AT LEAST TWO-WEEKS PRIOR TO THE MEETING. 7. PRIOR TO EXCAVATION OF TRENCHES 5 FEET OR DEEPER, THE CONTRACTOR SHALL SUBMIT TO THE INSPECTOR A COPY OF THE COMPANY’S ANNUAL CALOSHA TRENCHING PERMIT AND A COPY OF THE COMPANY’S LETTER INFORMING CALOSHA OF THE TIME THE TRENCHING IS COMMENCING AND THE LOCATION OF THE WORK. 8. FOLLOWING NOTES ARE GENERAL AND APPLY TO ALL SHEETS OF THESE CONTRACT DOCUMENTS AS IF THEY WERE WRITTEN IN THEIR ENTIRETY ON EACH SHEET. 9. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS INCLUDING LOCATION AND DIMENSIONS OF ALL EXISTING CONSTRUCTION AND UTILITIES. CONTRACTOR SHALL NOTIFY ENGINEER IF THERE IS A CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONSTRUCTION BEFORE PROCEEDING WITH WORK. 10. UNLESS DETAILED, SPECIFIED, OR OTHERWISE INDICATED ON THE DRAWINGS, CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS SHALL APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS. 11. PRIOR TO EXCAVATION FOR NEW STRUCTURES, ELECTRICAL CONDUIT, FABRICATION OF NEW PIPING AND/OR OTHER PROPOSED UTILITIES, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING PIPING AND UTILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR SHALL TEMPORARILY RELOCATE CONFLICTING EXISTING UTILITIES AT TIE-IN/CONNECTION LOCATIONS AND REINSTALL THEM AS REQUIRED TO ELIMINATE THE CONFLICT AT NO ADDITIONAL COST TO THE OWNER. 12. EXISTING FACILITY AND UTILITY INFORMATION SHOWN ON THE DRAWINGS WAS OBTAINED FROM AVAILABLE RECORDS OR ELECTRONIC FILES. NEITHER THE OWNER NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR FACILITIES AND UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. THE CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS, SIZES, MATERIAL TYPES, AND ELEVATIONS SHOWN AROUND OR NEAR AREAS OF NEW CONSTRUCTION PRIOR TO START OF CONSTRUCTION. 13. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT FROM DAMAGE EXISTING FACILITIES AND UTILITIES SHOWN OR NOT SHOWN THAT ARE TO REMAIN IN PLACE. ALL FACILITIES DAMAGED BY THE CONTRACTOR’S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED OR RECONSTRUCTED TO THE ORIGINAL OR BETTER CONDITION AT THE CONTRACTOR’S EXPENSE WITHOUT ADDITIONAL COMPENSATION. 14. CONTRACTOR SHALL VERIFY LOCATION OF ALL ARCHITECTURAL, MECHANICAL, AND ELECTRICAL ITEMS BEFORE PLACING ANY STRUCTURAL STEEL OR CONCRETE. ALSO, STRUCTURAL DIMENSIONS AND OPENINGS CONTROLLED BY ARCHITECTURAL, MECHANICAL, OR ELECTRICAL EQUIPMENT SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. EROSION / SEDIMENT CONTROL 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED BY OCTOBER 5 OR AS APPROVED BY THE CITY ENGINEER AND SPECIFIED ON THE GRADING PLANS. 2. STRAW BALES SHALL BE STOCKPILED ON SITE AT A RATE OF 1.5 BALES PER ACRE BY SEPTEMBER 25. MEASURES SHALL BE PROVIDED TO KEEP STRAW DRY. 3. ALL SLOPES GREATER THAN 10:1 SHALL BE COVERED WITH BROADCAST STRAW AT A RATE OF 50 BALES OR 4000 POUNDS PER ACRE. FOR SLOPES 4:1 OR STEEPER, STRAW SHALL BE PRESSED IN PLACE. THE ENGINEER DIVISION SHALL APPROVE OTHER METHODS. 4. ALL BARE AREAS, REGARDLESS OF SLOPE, WITHIN 50 FEET OF NATURAL DRAINAGE SHALL BE COVERED WITH STRAW AND PRESSED IN PLACE. 5. WHERE REQUIRED, BROADCAST SEED SHALL BE APPLIED AS FOLLOWS: i. BLANDO BROME 12 LBS/ACRE ii. ROSE CLOVER 9 LBS/ACRE 6. AREAS WITH SANDY, DRY SOIL SHALL BE: i. ZORRO ANNUAL FESCUE: 6 LBS/ACRE ii. ROSE CLOVER: 9 LBS/ACRE 7. 16-20-0 FERTILIZER OR EQUIVALENT SHALL BE APPLIED AT A RATE OF 500 POUNDS PER ACRE. IF HYDROSEEDING/MULCHING IS USED, SEED QUANTITIES SHALL BE INCREASED BY 30 PERCENT. 8. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOLLOWING ALL STORMS TO ENSURE THAT ALL MEASURES ARE FUNCTIONING PROPERLY. 9. SEDIMENT AND TRASH ACCUMULATED IN DRAINAGE OR DETENTION BASINS SHALL BE REMOVED AS SOON AS POSSIBLE. IN ADDITION, OIL AND MATERIAL FLOATING ON WATER SURFACE MUST BE SKIMMED WEEKLY AND THE DEBRIS PROPERLY DISPOSED OF. 10. CONSTRUCTION ACTIVITIES OCCURRING BETWEEN OCTOBER 15 AND APRIL 1 SHALL HAVE EROSION AND SEDIMENT CONTROL MEASURES IN PLACE OR CAPABLE OF BEING PLACED WITHIN 24 HOURS. THE CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION SITE IS PREPARED PRIOR TO THE ONSET OF ANY STORM. 11. THE CONTRACTOR SHALL ESTABLISH A SPECIFIC SITE WITHIN THE DEVELOPMENT FOR MAINTENANCE AND STORAGE OF EQUIPMENT OR ANY OTHER ACTIVITY THAT MAY ADVERSELY CONTRIBUTE TO THE WATER QUALITY OF THE RUNOFF. THIS AREA SHALL HAVE A BERM LOCATED AROUND ITS PERIMETER. THIS AREA SHALL BE RESTORED TO ACCEPTABLE CONDITION UPON COMPLETION OF PROJECT. 12. HYDROSEEDING MAY BE CONSIDERED AS AN ALTERNATIVE TO BROADCAST STRAW SUBJECT TO THE ENGINEERING DIVISION BASED ON A REVIEW OF THE EXISTING SITE CONDITIONS (LOCATION, SLOPES, PROXIMITY TO STREAMS) AND TIME OF YEAR. AIR QUALITY THE FOLLOWING NOTES ARE PROVIDED AS REFERENCE TO APPLICABLE PLACER COUNTY AIR POLLUTION CONTROL DISTRICT ADOPTED RULES AND REGULATIONS. COMPLIANCE WITH ALL APPLICABLE APCD RULES IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. AIR QUALITY RULES ARE ENFORCED SOLELY BY THE PLACER COUNTY AIR POLLUTION CONTROL DISTRICT. 1. CONSTRUCTION EQUIPMENT EXHAUST EMISSIONS SHALL NOT EXCEED PLACER COUNTY APCD RULE 202 VISIBLE EMISSION LIMITATIONS. OPERATORS OF VEHICLES AND EQUIPMENT FOUND TO EXCEED OPACITY LIMITS ARE TO BE IMMEDIATELY NOTIFIED BY APCD TO CEASE OPERATIONS AND THE EQUIPMENT MUST BE REPAIRED WITHIN 72 HOURS. (BASED ON APCD RULE 202) 2. THE CONTRACTOR SHALL SUSPEND ALL GRADING OPERATIONS WHEN FUGITIVE DUST EXCEEDS PLACER COUNTY APCD RULE 228 (FUGITIVE DUST) LIMITATIONS. THE PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING AN INDIVIDUAL WHO IS CARB-CERTIFIED TO PERFORM VISIBLE EMISSIONS EVALUATIONS (VEE). THIS INDIVIDUAL SHALL EVALUATE COMPLIANCE WITH RULE 228 ON A WEEKLY BASIS. IT IS TO BE NOTED THAT FUGITIVE DUST IS NOT TO EXCEED 40% OPACITY AND NOT GO BEYOND THE PROPERTY BOUNDARY AT ANY TIME. LIME OR OTHER DRYING AGENTS UTILIZED TO DRY OUT WET GRADING AREAS SHALL NOT EXCEED PLACER COUNTY APCD RULE 228 FUGITIVE DUST LIMITATIONS. OPERATORS OF VEHICLES AND EQUIPMENT FOUND TO EXCEED OPACITY LIMITS WILL BE NOTIFIED BY APCD AND THE EQUIPMENT MUST BE REPAIRED WITHIN 72 HOURS. ALL PROJECTS IN EXCESS OF 5 ACRES SHALL HAVE AN APPROVED DUST CONTROL PLAN FROM THE PLACER COUNTY AIR POLLUTION CONTROL DISTRICT. (BASED ON APCD RULE 228) 3. DURING CONSTRUCTION, TRAFFIC SPEEDS ON ALL UNPAVED SURFACES SHALL BE LIMITED TO 15 MILES PER HOUR OR LESS. (BASED ON APCD RULE 228 / SECTION 401.2) 4. DURING CONSTRUCTION, NO OPEN BURNING OF REMOVED VEGETATION SHALL BE ALLOWED UNLESS PERMITTED BY THE PCAPCD. ALL REMOVED VEGETATIVE MATERIAL SHALL BE EITHER CHIPPED ON SITE OR TAKEN TO AN APPROPRIATE RECYCLING SITE, OR IF A SITE IS NOT AVAILABLE, A LICENSED DISPOSAL SITE. (BASED ON APCD RULE 310) 5. A PERSON SHALL NOT DISCHARGE INTO THE ATMOSPHERE VOLATILE ORGANIC COMPOUNDS (VOC’S) CAUSED BY THE USE OR MANUFACTURE OF CUTBACK OR EMULSIFIED ASPHALTS FOR PAVING, ROAD CONSTRUCTION OR ROAD MAINTENANCE, UNLESS SUCH MANUFACTURE OR USE COMPLIES WITH THE PROVISIONS RULE 217. (BASED ON APCD RULE 217) 6. PROCESSES THAT DISCHARGE 2 POUNDS PER DAY OR MORE OF AIR CONTAMINANTS, AS DEFINED BY HEALTH AND SAFETY CODE SECTION 39013, TO THE ATMOSPHERE MAY REQUIRE A PERMIT. PERMITS MAY BE REQUIRED FOR BOTH CONSTRUCTION AND OPERATION. DEVELOPERS/CONTRACTORS SHOULD CONTACT THE DISTRICT PRIOR TO CONSTRUCTION AND OBTAIN ANY NECESSARY PERMITS PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. (BASED ON THE CALIFORNIA HEALTH & SAFETY CODE SECTION 39013: HTTP://WWW/LEGINFO.CA.GOV/CGI- BINIDISPLAYCODE?SECTION~HSC&GROUP=39001-40000&FILE=39010-39060 GENERAL FIRE DEPARTMENT NOTES 1. CONSTRUCTION MATERIAL AND VEHICLES SHALL NOT OBSTRUCT FIRE APPARATUS ACCESS TO FIRE APPARATUS ROADS, FIRE HYDRANTS OR THE BUILDING. 2. TEMPORARY ABOVE GROUND FUEL STORAGE TANKS MAY BE USED ON CONSTRUCTION SITES FOR DIESEL FUEL ONLY AND SHALL NOT EXCEED 1,000-GALLON LIQUID CAPACITY. SUCH INSTALLATIONS SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF THE CITY FIRE CODE. A FIRE DEPARTMENT PERMIT SHALL BE OBTAINED PRIOR TO THE PLACEMENT OF SUCH TANKS ON THE SITE. 3. FIRE SAFETY DURING CONSTRUCTION. CHAPTER 33 OF THE CALIFORNIA FIRE CODE REQUIRES CERTAIN SAFETY PROCEDURES TO BE FOLLOWED DURING NEW CONSTRUCTION AND REMODELS. THIS ARTICLE CONCERNS FIRE SAFETY IN THE FOLLOWING AREAS: ACCESS, WATER SUPPLY, EXTINGUISHERS, STANDPIPES, DEBRIS, MOTORIZED EQUIPMENT, HEATING DEVICES, SMOKING, CUTTING AND WELDING, FLAME PRODUCING EQUIPMENT, FLAMMABLE LIQUIDS, ASPHALT AND TAR KETTLES, TEMPORARY WIRING, EMERGENCY TELEPHONE MODIFICATION OF EXISTING SYSTEMS, EXITS, BURNING OF ANY MATERIAL, AND FIRE WATCH. IT IS YOUR RESPONSIBILITY TO BECOME FAMILIAR WITH THESE REQUIREMENTS AND SEE THAT ALL PERSONS ON THE JOB SITE COMPLY. 4. THE BURNING OF COMBUSTIBLE CONSTRUCTION MATERIAL AND TRASH IS PROHIBITED. 5. A MINIMUM 3-FOOT CLEAR SPACE SHALL BE PROVIDED AND MAINTAINED AROUND FIRE PROTECTION EQUIPMENT. 6. IF SITE SURVEY OR EARTH MOVING WORK RESULTS IN THE DISCOVERY OF HAZARDOUS MATERIALS IN CONTAINERS, OR WHAT APPEARS TO BE HAZARDOUS WASTES RELEASED INTO THE GROUND, THE CONTRACTOR OR APPLICANT SHALL IMMEDIATELY REPORT THE FINDING TO THE SOUTH PLACER FIRE DISTRICT VIA PHONE AT (530) 889-7870. ALL SUSPECTED AREAS SHALL BE MARKED OFF WITH APPROVED SIGNAGE OR CAUTION TAPE UNTIL SUCH TIME THAT A REPRESENTATIVE FROM THE FIRE DEPARTMENT DETERMINES WHETHER THE RELEASE IS REPORTABLE OR NOT AND IF SITE REMEDIATION IS REQUIRED. GENERAL CONSTRUCTION NOTES (CONT) GENERAL CONSTRUCTION NOTES (CONT) GENERAL CONSTRUCTION NOTES (CONT)

User: GEOVANNY CISNEROS Plot Date: 5/29/2025 5:54 PM CIVIL NOTES C-001 NTS DD CLL JAC pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Civil\2468032.00-C-001 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 C92110 NOT FOR CONSTRUCTION DARIUS DASTOUM THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL CIVIL NOTES GENERAL 1. OBTAIN PERMITS NECESSARY TO COMPLETE FEATURES WITHIN EASEMENTS, DEDICATIONS AND PUBLIC RIGHT-OF-WAY. 2. COORDINATES ARE PROVIDED AS FOLLOWS UNLESS OTHERWISE NOTED ON DRAWINGS: 2.1. FACE OF WALL 2.2. FACE OF CURB 2.3. CORNER OF EQUIPMENT PADS 3. ORIENT SURFACE FEATURES PARALLEL TO CURB/GUTTER OR WALLS UNLESS OTHERWISE NOTED. 4. PROTECT ALL SURVEY MONUMENTS. 5. SHOULD THE CONTRACTOR DISCOVER ANY DISCREPANCIES BETWEEN THE CONDITIONS EXISTING IN THE FIELD AND THE INFORMATION SHOWN ON THESE DRAWINGS, CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 6. THE CONTRACTOR SHALL MAINTAIN A COPY OF AN APPROVED SET OF PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. 7. "LIMITS OF GRADING" INDICATES THE MINIMUM DISTURBANCE AREA DUE TO FINISH GRADES. LIMITS OF GRADING MAY NOT BE INCLUSIVE OF ALL PIPING, CONDUITS, OR DUCT BANKS. LIMITS OF GRADING MAY ALSO BE CALLED DAYLIGHT OR CONFORM LINE, WHICH ARE INTENDED TO BE INTERCHANGEABLE. 8. PROVIDE TEMPORARY TRAFFIC SIGNAGE IN ACCORDANCE WITH STATE AND LOCAL AGENCIES DURING THE COURSE OF CONSTRUCTION. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL WITHIN THE PUBLIC RIGHT OF WAY IN ACCORDANCE WITH LOCAL ORDINANCES. NO WORK SHALL COMMENCE UNTIL ALL REQUIRED TRAFFIC CONTROL MEASURES ARE IN PLACE. SURVEY NOTES BASIS OF COORDINATES DESCRIPTION: CITY OF ROSEVILLE BENCHMARK NO. 86 3 1/4" BRASS DISK STAMPED 2018 PLS 8278, DRY CREEK AT ATKINSON STREET. LOCATED AT THE NORTHWEST CORNER OF BRIDGE IN THE SIDEWALK. BENCHMARK ELEVATION = 129.20 FEET DATUM: N.A.V.D. 88 SURVEYOR LAUGENOUR AND MEIKLE 608 COUR STREET, WOODLOAND, CALIFORNIA 95695 CONTROL POINTS GRADING 1. ADJUST VALVE BOXES, PULL BOXES, VAULTS, AND MAHOLES TO FINISHED GRADES AND SLOPES SHOWN ON CIVIL GRADING DRAWINGS UNLESS OTHERWISE SHOWN OR SPECIFIED. MANHOLES IN OPEN FIELDS SHALL BE SET ONE FOOT ABOVE GRADE. APPROXIMATE RIM ELEVATIONS ARE SHOWN ON DRAWINGS. 2. GRADES SHOWN ARE TO TOP OF THE FINISHED SURFACE UNLESS OTHERWISE NOTED. DEMOLITION 1. DEMOLITION EXTENTS INDICATED IN DRAWINGS ARE THE MINIMUM REQUIRED TO COMPLETE THE WORK. EXTENTS OF DEMOLITION REFLECTED IN THE CONTRACTOR'S BID SHALL INCORPORATE DEMOLITION MEANS AND METHODS. 2. PROVIDE COORDINATES OF ABANDONED UTILITIES IN THE RECORD DRAWINGS. CONTROL POINT TABLE POINT NO. 100 102 104 106 108 110 112 114 150 152 202 204 6000 7000 NORTHING 2031021.01 2031088.44 2031314.99 2031308.98 2031430.78 2031331.08 2031309.32 2031206.76 2030955.86 2030751.32 2031441.99 2030777.92 2030763.35 2030892.89 EASTING 6756527.88 6756648.05 6756551.24 6756747.26 6756616.49 6756481.66 6756506.48 6756791.15 6756454.51 6756612.20 6756770.61 6756777.77 6756779.76 6756653.29 ELEVATION 137.54 137.71 139.48 139.61 139.14 138.30 137.50 139.07 136.51 124.69 139.74 122.42 122.60 133.06 DESCRIPTION CP SET SPIKE CP SET MAG/FX CP SET MAG RH CP SET MAG RH CP SET MAG RH CP FND 2 1/2" BD 'CH-HV4' CP FND CUT 'X' CP SET MAG RH CP SET SPIKE CP SET SPIKE CP FND 1/2" SQ BOLT CP FND 1/2" RBR CP FND MAG + WASHER CP SET SPIKE

User: GEOVANNY CISNEROS Plot Date: 5/29/2025 5:55 PM CIVIL LEGEND C-002 NTS DD CLL JAC pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Civil\2468032.00-C-002 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 C92110 NOT FOR CONSTRUCTION DARIUS DASTOUM THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL TOPOGRAPHY AND MAPPING SYMBOLS EXISTING FEATURES ROADWORK AND PAVING STRUCTURES SLOPE ON PAVED SURFACE OR PIPE BERM SLOPE (HORZ TO VERT) S=0.012 3:1 P/L P/L R/W R/W 125 MAJOR CONTOURS MINOR CONTOURS TOP OF SLOPE TOE OF SLOPE PROPERTY LINE RIGHT-OF-WAY LINE GRADE BREAK RIDGE LINE EASEMENT LINE TEMPORARY EASEMENT LINE R ESMT ESMT TRAIL OR DIRT ROAD FLOW LINE FLOOD HAZARD AREA EDGE OF WETLANDS RAILROAD GUARDRAIL (PERMANENT) VEGETATION WELL G X X X FENCE (CHAIN LINK) FENCE (WOOD) STRUCTURE STRUCTURE (BELOW GRADE) BENCH MARK SITE COORDINATES (SEE TABLE ON DRAWINGS) SITE COORDINATES N XXXXXX.XX E XXXXXX.XX CONTROL POINT FINISHED ELEVATION/GRADE EXISTING ELEVATION/GRADE ASPHALT (IN PLAN AND SECTION) CONCRETE CURB CONCRETE CURB AND GUTTER DRIVEWAY/ACCESS RAMP GENERAL CIVIL SYMBOLS NOTES: 1. PAVING PATTERNS MAY ONLY APPEAR IN PORTIONS OF PAVED AREAS TO DEFINE LIMITS OF PAVING. 2. SEE ALSO GENERAL LEGEND FOR ADDITIONAL PAVING PATTERNS. POWER POLE FG XXX.XX EG XXX.X TEMPORARY NATURAL GAS GUY LINE AND ANCHOR MONUMENT SITE OR RETAINING WALL BOLLARD BOLLARD (REMOVABLE) EXISTING UTILITIES FENCE (SWING GATE) 124 LIMITS OF EXCAVATION CONTROL SYMBOLS TREE (SIZE AND TYPE) HPG HIGH PRESSURE GAS LPG LIQUID PETROLEUM W WATER LINE PW POTABLE WATER FIRE FIRE SUPPLY WATER REW RECLAIMED WATER UW UTILITY/NON-POTABLE WATER IRR IRRIGATION WATER SD STORM DRAIN SS SANITARY SEWER STM STEAM TEL TELEPHONE COMM COMMUNICATIONS LINE FOC FIBER OPTIC CABLE CATV CABLE TV E POWER UNK UNIDENTIFIED ABND ABANDONED UTILITY MBTCHRWBFP BM-XX MAILBOX TRAFFIC SIGNAL BOX OR POLE SIGN TELEPHONE BOX COMMUNICATION/CATV BOX HOSE BIBB HOSE RACK WATER BOX/METER BACKFLOW PREVENTER WELDED WIRE FABRIC (IN SECTION) X X X X X X X X X CURVE DATA (SEE TABLE ON DRAWINGS) X - LIMITS OF GRADING MH LID MH LID MANHOLE OR VAULT FH FIRE HYDRANT SURFACE FLOW DIRECTION DESCRIPTION / \ / \ / \ / \ / \ / \ \_/ \_/ \_/ \_/ \_/ \_/ \_/ \_/

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EXIST C-2401 C-2401 TYP 31 TYP 16TYP 7 C-2401 C-007 PAVEMENT 1 TRANSITION C-4401 JOIN EXIST JOIN EXIST ENTRY KEYPAD C-2102 C-6001 END FENCE JOIN EXIST CONCRETE PAD FOR NEW DOOR POWER HANDHOLE SIGNAL HANDHOLE PACKAGE HEAT PUMP PAD MULTI-ZONE DUCTLESS SPLIT HEAT PUMP PAD POWER HANDHOLE SIGNAL HANDHOLE 30' MOTORIZED CANTILEVER GATE GATE MOTOR BEGIN FENCE 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 END FENCE JOIN EXIST User: GEOVANNY CISNEROS Plot Date: 5/30/2025 11:32 AM 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 C92110 NOT FOR CONSTRUCTION DARIUS DASTOUM THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL 0 1"=20' 20 40 C-2201 C-2102 24'-0" 36" VALLEY GUTTER PER CITY OF ROSEVILLE STANDARD DETAIL ST-18 SITE PLAN C-003 1" = 20' DDGC JAC REFINEMENT pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Civil\2468032.00-C-003

BOOTH ROAD

BOOTH ROAD A BCDE
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139 VEHICLE STORAGE BUILDING FFE 138.5 MATCH EXIST

MATCH EXIST CONFORM TO EXIST AT LIMIT OF GRADING, TYP
User: GEOVANNY CISNEROS Plot Date: 5/30/2025 11:33 AM 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 C92110 NOT FOR CONSTRUCTION DARIUS DASTOUM THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL 0 1"=20' 20 40 GRADING AND DRAINAGE PLAN C-004 1" = 20' DDGC JAC pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Civil\2468032.00-C-004

BOOTH ROAD BEDELL LANE

BOOTH ROAD COLLECTIONS BUILDING E C D
2'-0" D A A A DEMO CONCRETE VALLEY GUTTER. PATCH AC PAVEMENT WHERE GUTTER IS NOT BEING REPLACED B TYP OF 3 2'-0" F (E) MH TO BE REMOVED BY OWNER PROTECT MH PROTECT SSCO PROTECT WALLS AND PAD C PROTECT KEYPAD IN PLACE F User: GEOVANNY CISNEROS Plot Date: 5/29/2025 6:04 PM 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 C92110 NOT FOR CONSTRUCTION DARIUS DASTOUM THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL 0 1"=20' 20 40 SHEET KEYNOTES A. PARKING STRIPING TO BE REMOVED B. TREES AND STUMPS TO BE REMOVED BY OWNER. C. CLEAR AND GRUB D. DEMO GATE OPERATOR AND APPURTENANCES, SEE E-006. E. DEMO GATE AND FENCE AND ASSOCIATED FOOTING AND APPURTENANCES. F. SAWCUT ASPHALT, REMOVE AC AND AG BASE GENERAL SHEET NOTES 1. SEE ARCHITECTURE AND HVAC DRAWINGS FOR ADDITIONAL DEMOLITION NOTES. SITE DEMOLITION C-005 1" = 20' DDGC JAC pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Civil\2468032.00-C-005

BOOTH ROAD BEDELL LANE

BOOTH ROAD COLLECTIONS BUILDING A A A
User: GEOVANNY CISNEROS Plot Date: 5/29/2025 6:05 PM 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 C92110 NOT FOR CONSTRUCTION DARIUS DASTOUM THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL 0 1"=20' 20 40 EXISTING TOPOGRAPHY C-006 1" = 20' DDGC JAC AND UTILITIES pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Civil\2468032.00-C-006 SHEET KEYNOTES A. EXISTING SANITARY SEWER LINE TO POTENTIALLY BE RELOCATED BY THE OWNER PRIOR TO COMMENCEMENT OF CONSTRUCTION. FOR BIDDING PURPOSES, CONTRACTOR TO ASSUME IT WILL REMAIN AT ITS CURRENT LOCATION AS SHOWN ON THE DRAWINGS.

NEW OR EXISTING GRAVEL ROAD NEW AC PAVEMENT 1 PAVEMENT TRANSITION C-003 SCALE: NTS SUBGRADE PREPARATION AS SPECIFIED NEW GRAVEL ROAD AND SUBGRADE (WHERE SHOWN) AGGREGATE BASE KEY-IN NEW BASE AND SUBGRADE TO EXISTING GRAVEL ROAD (WHERE SHOWN) 2x6 CONSTRUCTION HEART REDWOOD OR CEDAR HEADER8'-0" 2'-0" CIVIL DETAILS C-007 NTS DD CLL JAC pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Civil\2468032.00-C-007 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 C92110 NOT FOR CONSTRUCTION DARIUS DASTOUM THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL User: GEOVANNY CISNEROS Plot Date: 5/29/2025 6:06 PM

TOP RAIL SECURE DRIVE-FIT GALVANIZED CAP TO POST WITH 1/4" ROUND HEAD RIVET 1/8"x1" STEEL TENSION BAR BANDS SPACED AT 16" OC GALVANIZED CHAIN LINK FABRIC 2 1/2" OD CORNER POST TURNBUCKLE 2" OD LINE POSTS TIE WIRES TENSION ROD STEEL TENSION WIRE FINISH GRADE ELEVATION 5" MIN 5" 1"
36" TYP PIPE POST FINISH GRADE CONCRETE FENCE POST BASES NOTES 1. ALL MATERIAL TO CONFORM TO CITY OF ROSEVILLE STANDARD. 2. ALL GALVANIZED FITTINGS TO CONFORM TO ASTM-A153. 3. PROVIDE TENSION BAR BANDS AND TRUSS ROD AND TIGHTENERS AT CORNERS. 10' MAX PER FENCE PANEL TYPICAL 6'-0"
2" TO BOTTOM
OF FABRIC CORNER POST ANGLED ARM LINE POST ANGLED ARM 4PT 12 GAUGE BARBED WIRE 12" HIGH (TYP) CLASS "B" CONCRETE C-2351 9'-0" to 10'-0" PER PLAN 18'-0" TO 20'-0"
PER PLANWHEEL STOP EDGE OF PAVEMENT, FACE OF CURB, OR EDGE OF CONCRETE 4" WIDE WHITE STRIPE (TYP) 2'-0" ±6" CL NOTES: 1. EPOXY CEMENT COAT SHALL BE APPLIED TO PAVEMENT SURFACE TO CREATE A FLAT SURFACE PRIOR TO INSTALLATION OF WHEEL STOP. L = 6'-0" 5 1/4" 7 1/2" TWO #3 REBARS TIED ELEVATION DRILL HOLE AND GROUT REBAR IN PLACE PAVEMENTPAVEMENT 1" GROUT PLUG XTYP L X HOLE DIA REBA R BAR L 6'-0" 8" 1" #5 18" CL CL CL HOLE DIA, TYP -A SECTION SCALE: NOT TO SCALE -A 4" AGGREGATE BASE 12" SUBGRADE 6" ASPHALT CONCRETE 12" AGGREGATE BASE 12" SUBGRADE FENCE CHAIN LINK C-6001 REV 00 - CAR WHEEL STOP PRECAST CONCRETE C-2351 REV 00 - PARKING STALL C-2401 REV 00 - SCALE: NTS PAVEMENT SECTION ASPHALT CONCRETE C-2102 REV 00 - PAVEMENT SECTION AGGREGATE BASE C-2201 REV 00 SCALE: NTS - SCALE: NTS SCALE: NTS SCALE: NTS REBAR FILTER FABRIC, MIRAFI 140N OR EQUAL CIVIL STANDARD DETAILS C-008 NTS DD CLL JAC pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Civil\2468032.00-C-008 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 C92110 NOT FOR CONSTRUCTION DARIUS DASTOUM THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL User: GRANT YANOS Plot Date: 5/30/2025 5:52 AM

GENERAL STRUCTURAL NOTES SOIL AND FOUNDATIONS 1. GEOTECHNICAL INVESTIGATIONS FOR DESIGN PURPOSES FOR THIS PROJECT ARE THE RESPONSIBILITY OF THE DESIGN ENGINEER. 2. SOILS SHALL BE EXCAVATED TO THE ELEVATIONS INDICATED ON THE DRAWINGS FOR FOUNDATIONS. THE SUBGRADE SHALL BE PREPARED AS INDICATED ON THE DRAWINGS AND SPECIFICATIONS AND APPROVED BY THE GEOTECHNICAL ENGINEER. EXCAVATED MATERIAL SHALL BE REPLACED WITH STRUCTURAL FILL AS SHOWN ON THE DRAWINGS. FOUNDATIONS SHALL BE CONSTRUCTED AGAINST UNDISTURBED NATIVE COMPETENT MATERIAL OR COMPACTED STRUCTURAL FILL. GENERAL 1. THESE NOTES AS WELL AS THE TYPICAL DETAILS APPLY TO ALL PARTS OF THE PROJECT, UNLESS NOTED OTHERWISE. 2. SHOP DRAWINGS FOR THIS CONTRACT SHALL BE COORDINATED WITH FAVORABLY REVIEWED EQUIPMENT MANUFACTURER'S DRAWINGS. PERMITS AND INSPECTIONS 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED BY THE LOCAL BUILDING INSPECTOR AND AS DESCRIBED IN THE SPECIFICATIONS. 2. THE CONTRACTOR SHALL SELECT, INSTALL AND MAINTAIN SHORING, SHEETING, BRACING AND SLOPING AS NECESSARY TO MAINTAIN SAFE EXCAVATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING FULL COMPLIANCE WITH 29 CFR PART 1926 OSHA SUBPART P EXCAVATIONS AND TRENCHES REQUIREMENTS. ALL EARTHWORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH APPLICABLE LAW, INCLUDING LOCAL ORDINANCES, (CALOSHA, CALIFORNIA CIVIL CODE AND CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY REQUIREMENTS), AND APPLICABLE OSHA REQUIREMENTS. SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48-HOURS BEFORE PLACEMENT OF REINFORCING STEEL AND CONCRETE SO THAT THE SUBGRADE OF EXCAVATIONS MAY BE INSPECTED BY THE GEOTECHNICAL ENGINEER. 2. THE GEOTECHNICAL ENGINEER SHALL VERIFY BACKFILL MATERIAL AND BACKFILLING PROCEDURES AND PROVIDE SOIL COMPACTION TESTS. 3. STRUCTURAL OBSERVATION SHALL BE PROVIDED BY THE DESIGN ENGINEER(S) OF RECORD OR THEIR AUTHORIZED REPRESENTATIVES IN ACCORDANCE WITH CBC 2022, SECTION 1710. STRUCTURAL OBSERVATION SHALL CONSIST OF SITE VISITS AT INTERVALS APPROPRIATE TO THE STAGE OF CONSTRUCTION TO OBSERVE CONSTRUCTION IN PROGRESS AND REVIEW OF TESTING AND INSPECTION REPORTS FOR GENERAL COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS RELATING TO THE STRUCTURAL WORK AND THE NONSTRUCTURAL COMPONENTS AND EQUIPMENT ANCHORAGE. 4. SPECIAL INSPECTION IN ACCORDANCE WITH CBC 2022, SECTION 1704, SHALL BE REQUIRED AS INDICATED IN THE SPECIAL INSPECTION AND TESTING SCHEDULE PREPARED BY DESIGN ENGINEER. LOADING CRITERIA 1. MINIMUM LOADING REQUIREMENTS PER CHAPTER 16 OF THE 2025 CALIFORNIA BUILDING CODE INCLUDING LATEST REVISION. 2. DEAD LOAD: AS CALCULATED 3. LIVE LOADS: CATWALKS FOR MAINTENANCE ACCESS 40 PSF UNIFORM, 300 LBS POINT BALCONIES (EXTERIOR) 100 PSF UNIFORM ELEVATED SLABS & WALKWAYS 100 PSF UNIFORM FIXED LADDERS 300 LBS POINT FIXED STAIRWAYS & EXIT-WAYS 100 PSF UNIFORM, 300 LBS POINT PER TREAD HANDRAILS, GUARDRAILS AND GRAB BARS 50 PLF AT TOP RAIL, 200 LBS POINT FLOOR - LIGHT MANUFACTURING/STORAGE 125 PSF UNIFORM, 2,000 LBS POINT FLOOR - HEAVY MANUFACTURING/STORAGE 250 PSF UNIFORM, 3,000 LBS POINT FLOOR - OFFICE 50 PSF UNIFORM, 2,000 LBS POINT FLOOR - FILE & COMPUTER ROOMS 100 PSF UNIFORM, 2,000 LBS POINT FLOOR - GARAGE (PASSENGER VEHICLES ONLY) 40 PSF UNIFORM, 3,000 LBS POINT FLOOR - GARAGE (TRUCKS) AASHTO HS20-44 ROOF (REDUCTION FOR UNIFORM LOAD) 20 PSF UNIFORM, 2,000 LBS POINT CEILING - WITH STORAGE AREA 20 PSF UNIFORM GRATING, CHECKERED PLATE, ACCESS HATCHES EQUAL TO FLOOR LIVE LOAD SIDEWALKS & VEHICULAR DRIVEWAYS 250 PSF UNIFORM, 8,000 LBS POINT AASHTO UNRESTRICTED VEHICULAR ACCESS HS20-44 CONCRETE VAULTS AND COVERS AASHTO HS20-44 4. DESIGN ENGINEER SHALL DETERMINE APPROPRIATE WIND, SNOW AND SEISMIC LOADING BASED ON GEOTECHNICAL INVESTIGATION AND BUILDING SYSTEMS SELECTED. STRUCTURAL ABBREVIATIONS & AND ATNUMBER DIAMETER ld DEVELOPMENT LENGTH AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY TRANSPORTATION OFFICIAL AB AGGREGATE BASE, ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE ADDIT ADDITIONAL ADJ ADJACENT AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI AMERICAN IRON AND STEEL INSTITUTE AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ALUM ALUMINUM ALT ALTERNATE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APA AMERICAN PLYWOOD ASSOCIATION APROX APPROXIMATE ARCH ARCHITECTURAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS AWS AMERICAN WELDING SOCIETY AWWA AMERICAN WATER WORKS ASSOCIATION B/ BOTTOM OF BB(S) BEARING BAR(S) BLKG BLOCKING BLDG BUILDING BM BEAM BM-1 BEAM MEMBER 1 BN BOUNDARY NAILING BOT BOTTOM BP BASE PLATE BS BOTH SIDES BTWN BETWEEN C CHANNEL CALC'S CALCULATIONS CC,C/C CENTER-TO-CENTER CBC CALIFORNIA BUILDING CODE CIP CAST IN PLACE CJ CONSTRUCTION JOINT CJP COMPLETE JOINT PENETRATION CENTERLINE CLSM CONTROLLED LOW STRENGTH MATERIAL CLR CLEAR CNJ CONTROL JOINT COL COLUMN CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS DBL DOUBLE DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DL DEAD LOAD DN DOWN DWG(S) DRAWINGS (E) EXISTING EA EACH EF EACH FACE EL ELEVATION ELEC ELECTRICAL EMBED EMBEDMENT EN EDGE NAILING EQ EQUAL EQUIP EQUIPMENT ES EACH SIDE EW EACH WAY EXP EXPANSION EXT EXTERIOR (F) FUTURE FD FLOOR DRAIN FF FINISH FLOOR FIN FINISH FLR FLOOR FN FIELD NAILING FNDN FOUNDATION FRP FIBERGLASS REINFORCED PLASTIC FE FIRE EXTINGUISHER FS FAR SIDE FT FOOT/FEET FTG FOOTING GA GAGE/GAUGE GALV GALVANIZED GLB GLULAM BEAM HDG HOT DIP GALVANIZE(D) HORIZ HORIZONTAL HSS HOLLOW STRUCTURAL SECTION HT HEIGHT HWL HIGH WATER LEVEL IBC INTERNATIONAL BUILDING CODE ICC INTERNATIONAL CODE COUNCIL IN INCH INT INTERIOR JT JOINT KIP 1,000 POUNDS KSI KIPS PER SQUARE INCH L,∠ ANGLE LB(S) POUNDS LB/SF POUND(S) PER SQUARE FOOT LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LLBB LONG LEG BACK-TO-BACK LONGIT LONGITUDINAL LT LIGHT LW LIGHT WEIGHT MATL MATERIAL MAX MAXIMUM MB MACHINE BOLT MC MOISTURE CONTENT MC MISCELLANEOUS CHANNEL MECH MECHANICAL MIN MINIMUM MISC MISCELLANEOUS MSE MECHANICALLY STABILIZED EARTH N/A NOT APPLICABLE (N) NEW NDT NON-DESTRUCTIVE TEST(ING) NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NO. NUMBER NOM NOMINAL NS NEAR SIDE NSG NON-SHRINK GROUT NTS NOT TO SCALE OC ON CENTERS OD OUTSIDE DIAMETER OH OPPOSITE HAND, OVERHEAD OPNG(S) OPENING(S) OPP OPPOSITE OSHA OCCUPATIONAL SAFETY AND HEALTH ASSOCIATION PAF POWDER/POWER ACTUATED FASTENER PER PERIODIC PEMB PRE-ENGINEERED METAL BUILDING PL PLATE PLF POUND PER LINEAL FOOT PP PARTIAL PENETRATION PSF POUND PER SQUARE FOOT PSI POUND PER SQUARE INCH PT(S) POINT(S) PT PRESSURE TREATED R, RAD RADIUS RECT RECTANGLE, RECTANGULAR REINF REINFORCING, -MENT REQ'D REQUIRED SCH SCHEDULE SF SQUARE FOOT SHT SHEET SIM SIMILAR SLBB SHORT LEGS BACK-TO-BACK SLH SHORT LEG HORIZONTAL SLV SHORT LEG VERTICAL SMS SHEET METAL SCREW SPEC(S) SPECIFICATION(S) SQ SQUARE SS STAINLESS STEEL SSD SATURATED SURFACE DRY STAG STAGGER STD STANDARD STIFF STIFFENER STL STEEL STRUC STRUCTURE SUSP SUSPENDED SYM SYMMETRICAL T/ TOP OF T&B TOP AND BOTTOM TS STRUCTURAL TUBING TYP TYPICAL UON UNLESS OTHERWISE NOTED UT ULTRASONIC TESTING VERT VERTICAL VIF VERIFY IN FIELD W/ WITH W/O WITHOUT W, WF WIDE FLANGE WCLIB WEST COAST LUMBER INSPECTION BUREAU WP WORK POINT WSTP WATERSTOP WT WEIGHT, STRUCTURAL TEE WALL THICKNESS WWF WELDED WIRE FABRIC YD YARD CONCRETE PAD SCHEDULE1 PAD WIDTH "W" LENGTH "L" THICK "T" "H" REINF ... X'-XX" X'-XX" XX" X" #X@XX" T&B EA WAY ... X'-XX" X'-XX" XX" X" #X@XX" T&B EA WAY ... X'-XX" X'-XX" XX" X" #X@XX" T&B EA WAY NOTES: 1. COORDINATE ALL DIMENSIONS WITH FAVORABLY REVIEWED EQUIPMENT ANCHORAGE AND INSTALLATION SHOP DRAWING. 2. NO THICKENED FOOTING REQUIRED AT SLABS WITH AT LEAST ONE PLAN DIMENSION LESS THAN 6'-0". 3. EQUIPMENT BASEPLATE SHALL BE UNDERLAIN BY A MINIMUM 1/4" NON-SHRINK GROUT. T H 1'-0" 1 1 1'-0" (2) #6 AROUND FINISH PER PLANS AND SPECS TYP REINF w/ STD HOOKS EA WAY ADJACENT GRADE #5@12" AROUND THICKENED FOOTING @ PERIMETER3 PLAN DIMS PER SCHEDULE 'W'x'L' SUBGRADE PREPARATION PER PLANS SCALE: NTS REV 00 EQUIPMENT SLAB S-3342 HEAVY EXTERIOR User: CHAD CADIENTE Plot Date: 5/29/2025 10:33 AM STRUCTURAL S-001 NTS PDS EA PJB GENERAL NOTES, ABBREVIATIONS AND DETAIL pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Structural\2468032.00-S-001 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 C790891 NOT FOR CONSTRUCTION PETER SYMONDS THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL

1 2 3 4 5 ABC FE FEFE 16' OVERHEAD COILING DOOR 16' OVERHEAD COILING DOOR 16' OVERHEAD COILING DOOR 16' OVERHEAD COILING DOOR CIPP TRUCK/TRAILER VACTOR TRUCK VACTOR TRUCK VACTOR TRUCK 28'-0" 28'-0" 112'-0" 52'-0" 18'-0" 28'-0" 28'-0"
70'-0"
User: CHAD CADIENTE Plot Date: 5/29/2025 10:34 AM VEHICLE STORAGE BUILDING S-002 1/8" = 1'-0" PDS EA PJB FOUNDATION PLAN pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Structural\2468032.00-S-002 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 C790891 NOT FOR CONSTRUCTION PETER SYMONDS THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL 1. PROVIDE COMPLETE DESIGN OF FOUNDATION AND BUILDING SYSTEM MEETING THE CALIFORNIA BUILDING CODE. 2. IT IS ANTICIPATED THAT FRAMES AT LINE A AND B WILL REQUIRE MOMENT FRAME LATERAL FORCE SYSTEM AT EACH GRIDLINE AS THERE ARE NOT SUFFICIENT SPACES TO PROVIDE BRACES WITHOUT INTERFERING WITH VEHICLE OPERATION. 3. FOUNDATIONS SHALL BE DESIGNED USING GEOTECHNICAL INVESTIGATION RECOMMENDATIONS PROVIDED BY DESIGN ENGINEER. GENERAL SHEET NOTES

1 2 3 4 5 ABC 2'-0"
2'-0"
2'-0" 2'-0"
70'-0"
52'-0" 18'-0" 112'-0" 28'-0" 28'-0" 28'-0" 28'-0"
User: CHAD CADIENTE Plot Date: 5/29/2025 10:36 AM VEHICLE STORAGE BUILDING S-003 1/8" = 1'-0" PDS EA PJB ROOF PLAN pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Structural\2468032.00-S-003 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 C790891 NOT FOR CONSTRUCTION PETER SYMONDS THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL SLOPE = 2"/12" SLOPE = 2"/12" SLOPE = 2"/12" SLOPE = 2"/12" 1. PROVIDE 20 FOOT MINIMUM EAVE HEIGHT 2. PROVIDE ROOF OVERHANGS AS NOTED HERE. GENERAL SHEET NOTES

User: ERICK ALMALEL Plot Date: 5/29/2025 12:07 PM ARCHITECTURAL A-001 NTS MPEA KCA CODE SUMMARY, SCHEDULES, AND NOTES pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Architectural\2468032.00-A-001 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 C-22375 NOT FOR CONSTRUCTION MARK PRESTON THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL CODE SUMMARY ARCHITECTURAL LEGEND EXISTING COLLECTIONS BUILDING 36,000 SF PER CBC TABLE 506.2 STORAGE AREA - S-1 MODERATE HAZARD STORAGE TRAINING AREA - B OCCUPANCY PER CBC 303.1.2 COLLECTIONS OFFICES - B OCCUPANCY 21'-0"± FEET 11,040 SF 60 FEET PER TABLE 504.3 100 FEET PER CBC TABLE 1006.2.1 300 FEET PER CBC TABLE 1017.2 CONDITIONED TYPE V-B, SINGLE STORY INSULATED PRE-ENGINEERED METAL BUILDING, SLAB-ON-GRADE FLOOR CONSTRUCTION TYPE ACTUAL HEIGHT ALLOWABLE HEIGHT ACTUAL AREA ALLOWABLE AREA OCCUPANCY CLASSIFICATION OCCUPANCY SEPARATIONS MAXIMUM COMMON PATH OF EGRESS TRAVEL EXIT ACCESS TRAVEL DISTANCE HVAC 0-HOUR RATING AS PER CBC TABLE 601 FOR TYPE V-B CONSTRUCTION BUILDING ELEMENT FIRE RESISTANCE 0-HOUR RATING AS PER CBC TABLE 705.5 FOR TYPE V-B CONSTRUCTION EXTERIOR WALL FIRE RESISTANCE (BASED ON SEPARATION DISTANCE) NONE REQUIRED OCCUPANCY LOAD S-1 STORAGE (2,700 S.F.) TRAINING AREA (1,850 S.F.) LEAD WORKER ROOM (900 S.F.) EXISTING B OFFICES (4,933 S.F.) CCTV (225 S.F.) S-1 STORAGE (432 S.F.) 98 PER CBC TABLE 1004.5 6 OCCUPANTS (1 EXIT REQ. / 1 ACTUAL PER CBC SECTION 1006.2.1) MAXIMUM 49 OCCUPANTS (2 EXIT REQ. / 2 ACTUAL PER CBC SECTION 1006.2.1) 6 OCCUPANTS (1 EXIT REQ. / 2 ACTUAL PER CBC SECTION 1006.2.1) 33 OCCUPANTS (2 EXIT REQ. / 2 ACTUAL PER CBC SECTION 1006.2.1) 2 OCCUPANTS (1 EXIT REQ./1 ACTUAL PER CBC SECTION 1006.2.1) 2 OCCUPANTS (1 EXIT REQ./1 ACTUAL PER CBC SECTION 1006.2.1) CHEMICAL STORAGE NONE REQUIRED PER CBC SECTION 1202.1 REQUIRED PER CBC 11B-201.1 VENTILATION ACCESSIBILITY ENERGY CODE (CEC) INSULATION - ROOF INSULATION - WALL DOORS R-38 PER CEC SECTION 502 (0.041 U-FACTOR PER CEC TABLE 140.3-B) R-13 PER CEC SECTION 502 0.690 U-FACTOR FOR HEAVY MASS WALLS U-0.65 SPRINKLER SYSTEM EXISTING FULLY SPRINKLERED; NEW SPRINKLER HEADS AT NEW SPACES. SMOKE DETECTION FIRE ALARM NOT REQUIRED PER CBC SECTION 907.2.4 NOT REQUIRED PER CBC SECTION 907 SMOKE AND HEAT VENTS NOT REQUIRED PER CBC SECTION 910.2.1 FIRE PROTECTION REQUIREMENTS 3 HYDRANT PROTECTION WITHIN 225' OF STRUCTURE PER TABLE C102.1 FIRE FLOW 2,750 GPM FOR 2 HOURS PER TABLE B105.1(2) NEW VEHICLE STORAGE BUILDING 15,500 SF PER CBC TABLE 506.2 S-1, MODERATE HAZARD STORAGE GROUP 24'-0"± FEET 6,328 SF 55 FEET PER TABLE 504.3 100 FEET PER CBC TABLE 1006.2.1 CONDITIONED TYPE II-B, SINGLE STORY INSULATED PRE-ENGINEERED METAL BUILDING, SLAB-ON-GRADE FLOOR CONSTRUCTION TYPE ACTUAL HEIGHT ALLOWABLE HEIGHT ACTUAL AREA ALLOWABLE AREA OCCUPANCY CLASSIFICATION OCCUPANCY SEPARATIONS MAXIMUM COMMON PATH OF EGRESS TRAVEL HVAC 0-HOUR RATING AS PER CBC TABLE 601 FOR TYPE II-B CONSTRUCTION BUILDING ELEMENT FIRE RESISTANCE 0-HOUR RATING AS PER CBC TABLE 705.5 FOR TYPE II-B CONSTRUCTION EXTERIOR WALL FIRE RESISTANCE (BASED ON SEPARATION DISTANCE) NONE REQUIRED OCCUPANCY LOAD S-1 VEHICLES (6,328 S.F.) 22 PER CBC TABLE 1004.5 22 OCCUPANTS (2 EXIT REQ. / 5 ACTUAL PER CBC SECTION 1006.2.1) CHEMICAL STORAGE NONE REQUIRED PER CBC SECTION 1202.1 REQUIRED PER CBC 11B-201.1 VENTILATION ACCESSIBILITY ENERGY CODE (CEC) INSULATION - ROOF INSULATION - WALL DOORS R-38 PER CEC SECTION 502 (0.041 U-FACTOR PER CEC TABLE 140.3-B) R-13 PER CEC SECTION 502 0.690 U-FACTOR FOR HEAVY MASS WALLS U-0.65 SPRINKLER SYSTEM NOT REQUIRED PER CBC SECTION 903.2.9 SMOKE DETECTION FIRE ALARM NOT REQUIRED PER CBC SECTION 907.2.10 NOT REQUIRED PER CBC SECTION 907 SMOKE AND HEAT VENTS NOT REQUIRED PER CBC SECTION 910.2.1 FIRE PROTECTION REQUIREMENTS HYDRANT PROTECTION WITHIN 250' OF STRUCTURE PER TABLE C102.1 FIRE FLOW 1,750 GPM FOR 2 HOURS PER TABLE B105.1(2) FE FIRE EXTINGUISHER, WALL MOUNTED ROOM IDENTIFICATION TAG, SEE FINISH SCHEDULE 100 LEGEND INTERIOR FRAME PARTITION WALLS TO BE 3-1/2" METAL STUDS AT 16" O.C. WITH R-13 BATT INSULATION AND 5/8" TYPE "X" GWB EACH SIDE PAINT FINISH PRE-ENGINEERED METAL BUILDING WALLS CLIMATE ZONE: CLIMATE ZONE 11 JURISDICTION: CITY OF ROSEVILLE 311 VERNON STREET ROSEVILLE, CA 95678 CITY OF ROSEVILLE FIRE DEPARTMENT 316 VERNON STREET, SUITE 480 ROSEVILLE, CA 95678 APPLICABLE CODES: 2022 CALIFORNIA BUILDING CODE (CBC) 2022 CALIFORNIA FIRE CODE (CFC) 2022 CALIFORNIA PLUMBING CODE (CPC) 2022 CALIFORNIA MECHANICAL CODE (CMC) 2022 CALIFORNIA ENERGY CODE (CEC) 2022 CALIFORNIA EXISTING BUILDING CODE 2022 CALIFORNIA GREEN BUILDING CODE ELECTRICAL CODE - NEC 2020 2025 CAL / OSHA REGULATIONS NFPA 70 WITH CALIFORNIA AMENDMENTS NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS CITY OF ROSEVILLE CODE OF ORDINANCES TITLE 16 BUILDING AND CONSTRUCTION GENERAL NOTES 1. EXITS: REQUIRED EXIT DOORS SHALL BE 34 INCHES WIDE BY 80-INCHES HIGH AT A MINIMUM. BASED ON THE OCCUPANCY LOAD, ALL BUILDINGS REQUIRE A MINIMUM OF ONE EXIT DOOR. 2. INSULATION: PROVIDED IN HEATED AND COOLED AREAS 3. EXIT ILLUMINATION IS REQUIRED AT ONE-FOOT CANDLE 4. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CALIFORNIA FIRE CODE CHAPTER 9 AND TITLE 19 CALIFORNIA CODE OF REGULATIONS. ARCHITECTURAL NOTES COUNTY OF PLACER COMMUNITY DEVELOPMENT RESOURCE AGENCY 3901 COUNTY CENTER DRIVE AUBURN, CA 95603 PLACER COUNTY FIRE DEPARTMENT 3901 COUNTY CENTER DRIVE AUBURN, CA 95603

1 2 3 4 5 6 7 ABCDE 10'-0" 6'-7"± 6 3/4" 3'-4"
User: ERICK ALMALEL Plot Date: 5/29/2025 12:48 PM COLLECTIONS BUILDING A-002 1/8" = 1'-0" MPEA KCA FLOOR PLAN DEMOLITION pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Architectural\2468032.00-A-002 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 C-22375 NOT FOR CONSTRUCTION MARK PRESTON THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL REMOVE WALL FULL HEIGHT TO UNDERSIDE OF ROOF DECK ABOVE AND RAISED CONCRETE CURB GENERAL SHEET NOTES REMOVE WALL AS REQUIRED FOR NEW 10' WIDE BY 8' TALL WRAPPED OPENING. RELOCATE ELECTRICAL AS REQUIRED; FIELD VERIFY REMOVE WALL FOR NEW EXTERIOR DOOR. PROVIDE NEW FRAMING AS REQUIRED TO RECEIVE NEW DOOR FRAME REMOVE AND SALVAGE DOOR, HARDWARE AND WINDOWS FOR REINSTALLATION AT NEW LOCATION IN WALL AT GRIDLINE 6 CUT WALL PANEL ABOVE CCTV ROOM AS REQUIRED FOR NEW DUCT PENETRATION; SEE ALSO MECHANICAL 1. AT AREAS OF DEMOLITION, PREPARE SURFACES SMOOTH, READY TO RECEIVE NEW FINISHES. GENERAL SHEET NOTES 80'-0" 22'-6" 25'-8" REMOVE WALL FOR RELOCATED DOOR AND WINDOWS ADMIN AREA STORAGE MEN'S MEN LOCKERS HALL SUPERVISOR GAS DETECT RADIO ROOM SUPERINTENDENT BREAK ROOM FCR W HALL MEN'S SHOWER MEN'S LOCKERS OFFICE OFFICE OFFICE LACTATION ROOM 130'-4" 27'-0" 27'-0" 4'-0" 24'-2" CCTV SAWCUT EXISTING CONCRETE FLOOR FOR INSTALLATION OF NEW FLOOR OUTLETS; COORDINATE WITH LAYOUT ON SHEET E-009 SAWCUT EXISTING CONCRETE FLOOR FOR INSTALLATION OFNEW SEWER PIPE TO TIE INTOEXISTING PIPE @ WOMENSRESTROOM (APPROX LIMITSSHOWN)

1 2 3 4 5 6 7 ABCDE FE FE FE FE FE FE FE FE T
80'-0" 27'-0" 27'-0" 4'-0" 24'-2" 22'-6" 25'-8" 10'-0" 6'-7"± 1'-11"± 4'-5"± 3'-4"
1'-5"±
3'-0"±
1'-3"± 3'-4" 1'-0" 3'-4" 9'-9"± 17'-5"± 3'-4" 1'-1" 1'-6" 3'-4"
1'-11"± 130'-4"
User: ERICK ALMALEL Plot Date: 5/29/2025 12:52 PM COLLECTIONS BUILDING A-003 1/8" = 1'-0" MPEA KCA FLOOR PLAN MODIFICATIONS AND SCHEDULE pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Architectural\2468032.00-A-003 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 C-22375 NOT FOR CONSTRUCTION MARK PRESTON THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL FINISH SCHEDULE ROOM FLOOR BASE WALL CEILING NO. NAME MATERIAL MATERIAL MATERIAL FINISH FINISH MATERIAL HEIGHT FINISH FINISH EAST MATERIAL FINISH 100 SOUTH MATERIAL FINISH WEST MATERIAL LEAD WORKER ROOM FINISH NORTH 101 STORAGE CONC 102 CCTV CONC 103 104 STORAGE FS RES FF EXP --- --- --- GWB PS --- --- - 16'+/- SVF TRAINING ROOM EXP PREFINISHED = FACTORY PAINTED ITEMS, STAINLESS STEEL, CHROME, BRASS, BRONZE, PLASTIC LAMINATE, ANODIZED ALUMINUM & NAME PLATES. GALVANIZED & PRIMED COATINGS ARE NOT "PREFINISHED." ACT = SUSPENDED ACOUSTICAL CEILING CONC = CONCRETE EXP = EXPOSED STRUCTURAL FRAMING FF = FACTORY FINISH FS = FLOOR CURING / SEALER GWB = TYPE 'X' 5/8" GYPSUM BOARD INSUL = INSULATION PS = PAINT SYSTEM RES = RESILIENT BASE SVF = SHEET VINYL FLOORING FINISH SCHEDULE ABBREVIATIONS 1. PAINT NEW INTERIOR AND EXTERIOR HOLLOW METAL DOORS AND FRAMES 2. PAINT ITEMS NOT COVERED ABOVE, INCLUDING: 2.1. NON-STRUCTURAL METAL FABRICATIONS NOT FACTORY FINISHED 2.2. SHEET METAL FLASHINGS THAT ARE NOT FACTORY FINISHED FINISH SCHEDULE NOTES SVF SVF FSFFFFFF RES RES RES RES FFFFFFFF EXP GWB EXP/GWB GWB --- PSPSPS --- GWB GWB GWB --- GWB PS GWB PS PS GWB PS GWB PS PS EXP - EXP - PS GWB PS GWB PS GWB ACT EXP ACT PSFF-FF 10'+/- 10'+/- 16'+/- 10'+/- 21 NEW LOCKERS PROVIDE NEW HOLLOW METAL CASED FRAME AT NEW 10' x 8' OPENING EXISTING DOOR AND WINDOWS RELOCATED TO THIS WALL A-004 1 A-004 2 A-004 4 A-004 3

TV TRUCK TV TRUCK TV TRUCK TRAINING ROOM

STORAGE RACKS
STORAGE RACKS ADMIN AREA STORAGE MEN'S MEN LOCKERS HALL SUPERVISOR GAS DETECT RADIO ROOM SUPERINTENDENT BREAK ROOM FCR W HALL MEN'S SHOWER LEAD WORKER ROOM MEN'S LOCKERS OFFICE OFFICE OFFICE STORAGE 104 103 102 100 101 CCTV VERIFY WITH OWNER PRIOR TO DEMOLITION ALIGN NEW UTILITY SINK 6 3/4" 3'-4" EXISTING GWB; PAINT AT PATCH TO MATCH CEILING HVAC PENETRATION 105 LACTATION ROOM - - - - - --- --- --- - - --- --- - - - 105 LACTATION ROOM NEW 14' LONG COMPUTER WORKSTATION SHELF NEW 8' LONG COMPUTER WORKSTATION SHELF STORAGE

7 6 5 4 3 2 1 A B C D E 1 2 3 4 5 6 7 E D C B A
User: ERICK ALMALEL Plot Date: 5/29/2025 12:08 PM COLLECTIONS BUILDING A-004 1/8" = 1'-0" MPEA KCA EXTERIOR ELEVATIONS pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Architectural\2468032.00-A-004 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 C-22375 NOT FOR CONSTRUCTION MARK PRESTON THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL NEW 3' x 7' PERSONNEL DOOR NO NEW WORK AT THIS ELEVATION NO NEW WORK AT THIS ELEVATION A-003 1 NORTH ELEVATION SCALE: 1/8"=1'-0" A-003 2 WEST ELEVATION SCALE: 1/8"=1'-0" A-003 3 EAST ELEVATION SCALE: 1/8"=1'-0" A-003 4 SOUTH ELEVATION SCALE: 1/8"=1'-0" NO NEW WORK AT THIS ELEVATION

1 2 3 4 5 ABC FE FE FE FE FEFE 16' OVERHEAD COILING DOOR 16' OVERHEAD COILING DOOR 16' OVERHEAD COILING DOOR 16' OVERHEAD COILING DOOR 16' OVERHEAD COILING DOOR 28'-0" 28'-0" 112'-0" 52'-0" 18'-0" 28'-0" 28'-0"
70'-0" 3'-4" 1'-5"± 16'-0" 16'-0" 16'-0" 16'-0" 16'-0"
User: ERICK ALMALEL Plot Date: 5/29/2025 12:08 PM VEHICLE STORAGE BUILDING A-005 1/8" = 1'-0" MPEA KCA FLOOR PLAN AND SCHEDULE pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Architectural\2468032.00-A-005 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 C-22375 NOT FOR CONSTRUCTION MARK PRESTON THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL FINISH SCHEDULE ROOM FLOOR BASE WALL CEILING NO. NAME MATERIAL MATERIAL MATERIAL FINISH FINISH MATERIAL HEIGHT FINISH FINISH EAST MATERIAL FINISH 100 SOUTH MATERIAL FINISH WEST MATERIAL VEHICLE STORAGE FINISH NORTH PREFINISHED = FACTORY PAINTED ITEMS, STAINLESS STEEL, CHROME, BRASS, BRONZE, PLASTIC LAMINATE, ANODIZED ALUMINUM & NAME PLATES. GALVANIZED & PRIMED COATINGS ARE NOT "PREFINISHED." CFRS = CONCRETE FUEL RESISTANT SEALER CONC = CONCRETE EXP = EXPOSED STRUCTURAL FRAMING INSUL = INSULATION FINISH SCHEDULE ABBREVIATIONS 1. PAINT ALL EXTERIOR HOLLOW METAL DOORS AND FRAMES AND OVERHEAD COILING DOOR FRAMES. 2. PAINT ITEMS NOT COVERED ABOVE, INCLUDING: 2.1. NON-STRUCTURAL METAL FABRICATIONS NOT FACTORY FINISHED 2.2. SHEET METAL FLASHINGS THAT ARE NOT FACTORY FINISHED 2.3. ROOF ACCESSORIES THAT ARE NOT FACTORY FINISHED 3. PAINT ALL EXTERIOR BOLLARDS. FINISH SCHEDULE NOTES CONC CFRS - - EXP - EXP - EXP - EXP - EXP INSUL 20'+/- A-007 1 A-007 4 A-007 3 A-007 2 CIPP TRUCK/TRAILER VACTOR TRUCK VACTOR TRUCK VACTOR TRUCK FIRE RISER ROOM 36"W x 48"H LOUVER

1 2 3 4 5 ABC 2'-0"
2'-0"
2'-0" 2'-0"
70'-0"
52'-0" 18'-0" 112'-0" 28'-0" 28'-0" 28'-0" 28'-0"
User: ERICK ALMALEL Plot Date: 5/29/2025 12:08 PM VEHICLE STORAGE BUILDING A-006 1/8" = 1'-0" MPEA KCA ROOF PLAN pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Architectural\2468032.00-A-006 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 C-22375 NOT FOR CONSTRUCTION MARK PRESTON THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL GUTTER (TYP) DOWNSPOUT (TYP) SLOPE = 2"/12" SLOPE = 2"/12" SLOPE = 2"/12" SLOPE = 2"/12" CRICKET (TYP) EXHAUST FAN (TYP OF 4; SEE ALSO MECHANICAL) STANDING SEAM METAL ROOF RIDGE VALLEY VALLEY

RIDGE BUILDING EDGE

5 4 3 2 1 16'-0" TYP
16'-0"
TYP
7'-0"
(TYP) 3'-0" (TYP) 1 2 3 4 5 A B C C B A
User: ERICK ALMALEL Plot Date: 5/29/2025 12:09 PM VEHICLE STORAGE BUILDING A-007 1/8" = 1'-0" MPEA KCA ELEVATIONS pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Architectural\2468032.00-A-007 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 C-22375 NOT FOR CONSTRUCTION MARK PRESTON THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL GUTTER (TYP) DOWNSPOUT (TYP) A-005 1 NORTH ELEVATION SCALE: 1/8"=1'-0" A-005 2 SOUTH ELEVATION SCALE: 1/8"=1'-0" A-005 3 WEST ELEVATION SCALE: 1/8"=1'-0" A-005 4 EAST ELEVATION SCALE: 1/8"=1'-0" 36" x 48" LOUVER 3'-0" EXHAUST FAN (TYP)

User: CHAD CADIENTE Plot Date: 5/29/2025 2:24 PM HVAC LEGEND, H-001 NTS ZDH NEB RAR ABBREVIATIONS AND NOTES pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Mechanical-Building\2468032.00-H-001 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 M28906 NOT FOR CONSTRUCTION ZACHARY D. HARRIS THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL NOTES DUCTWORK 24x12 24x12 12x12 12x12 THERMOSTAT X X = AIR HANDLER NUMBER DN/UP FLEXIBLE DUCT CONNECTION FIRE DAMPER, FIRE/SMOKE DAMPER OPPOSED BLADE VOLUME DAMPER RADIUSED DUCT ELBOW WITH SPLITTERS M AUTOMATIC DAMPER/CONTROL DAMPER MOTOR OPERATED M BACKDRAFT DAMPER (BAROMETRIC RELIEF) RECTANGULAR CEILING EXHAUST OR RETURN REGISTER, INDICATING SIZE & AIR QUANTITY RECTANGULAR CEILING SUPPLY DIFFUSER INDICATING SIZE, DISTRIBUTION PATTERN, & AIR QUANTITY CFM 12x12 12x12CFM ROUND CEILING SUPPLY DIFFUSER TWO-POSITION CORE, CONE FACE, DUCT MOUNT INDICATING SIZE & AIR QUANTITY 'PUNKAH' TYPE NOZZLE DIFFUSER, INDICATING SIZE & AIR QUANTITY ROUND CEILING EXHAUST OR RETURN REGISTER, TWO-POSITION CORE, CONE FACE, DUCT MOUNT INDICATING SIZE & AIR QUANTITY 1. ELECTRICAL INSTALLATION BY THE ELECTRICAL CONTRACTOR IS LIMITED TO THE CONDUIT AND WIRE NECESSARY TO PROVIDE POWER TO THE EQUIPMENT. THE HVAC CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY CONDUIT, WIRING, CONTROLS AND APPURTENANCES FOR A COMPLETE AND OPERABLE HVAC SYSTEM AS SHOWN ON THE DRAWINGS AND DESCRIBED IN THE DESCRIPTION OF SYSTEM OPERATION. 2. ALL SPACE CONDITIONING EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE ENERGY CODE. 3. DUCT AND PIPING SYSTEMS SHOWN IN THESE DRAWINGS ARE SCHEMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH ALL INVOLVED DISCIPLINES THE FINAL LOCATION OF EQUIPMENT, DUCT AND PIPING. 4. ALL AIR DISTRIBUTION SYSTEM DUCTS SHALL BE INSTALLED, SEALED AND INSULATED IN ACCORDANCE WITH THE ENERGY AND MECHANICAL CODES. PROVIDE DUCTS WITH SOUND ATTENUATING LINING WHERE INDICATED ON THE DRAWINGS. SEE THE SPECIFICATIONS FOR MORE INFORMATION. ALL DUCT DIMENSIONS ARE NET INSIDE DUCT. 5. COORDINATE EXACT LOCATION OF EQUIPMENT PENETRATIONS THROUGH ROOF, FLOORS, AND WALLS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO SHOP DRAWING SUBMITTAL. 6. COORDINATE HVAC SYSTEMS WITH WORK OF OTHER SYSTEMS AND TRADES PRIOR TO ANY FABRICATION OR INSTALLATION. PROVIDE ALL FITTINGS, OFFSETS, AND TRANSITIONS AS REQUIRED FOR A COMPLETE AND COORDINATED INSTALLATION. 7. COORDINATE LOCATIONS, FINISH, AND PAINT COLOR OF ALL HVAC DIFFUSERS, REGISTERS, AND GRILLES IN ROOMS WITH GYPSUM BOARD HARD-LID CEILINGS WITH ARCHITECTURAL FINISH SCHEDULE. 8. PROVIDE BRACING FOR HORIZONTAL DUCTWORK IN ACCORDANCE WITH THE LATEST EDITION OF THE SMACNA RESTRAINT MANUAL. 9. PROVIDE ACOUSTICAL LINING FOR ALL DUCTWORK INSTALLED UP TO 10' DOWNSTREAM OF HEAT PUMPS, AIR CONDITIONING UNITS, AND OTHER AIR HANDLING EQUIPMENT. 10. PROVIDE CEILING ACCESS PANELS TO ACCESS DAMPERS INSTALLED ABOVE CEILING. COORDINATE SIZE AND LOCATION OF ACCESS PANELS WITH ARCHITECT. 11. ALL MITERED ELBOWS AND TEES SHALL BE PROVIDED WITH TURNING VANES. 12. ALL DIFFUSERS, GRILLES AND REGISTERS SHALL BE PROVIDED WITH MANUAL BALANCING DAMPERS. 13. ALL FIRE DAMPERS SHALL BE PROVIDED WITH AN ACCESS DOOR FOR INSPECTION AND LINK REPLACEMENT. 14. FOR PIPING SYSTEM IDENTIFICATION, REFER TO THE LIST OF PROCESS IDENTIFICATION CODES IN THE GENERAL DISCIPLINE DRAWINGS. 15. FOR EQUIPMENT DESIGNATIONS, REFER TO THE LIST OF EQUIPMENT PREFIXES IN THE GENERAL DISCIPLINE DRAWINGS. 16. FOR INSTRUMENT DESIGNATIONS, REFER TO DRAWING I-1. RECTANGULAR SUPPLY DUCT DROP RECTANGULAR RETURN DUCT DROP ROUND SUPPLY DUCT DROP ROUND SUPPLY DUCT RISER RECTANGULAR MAIN WITH ROUND BRANCH RECTANGULAR MAIN WITH RECTANGULAR BRANCH ROUND MAIN WITH ROUND BRANCH BELLMOUTH EXTRACTOR EX ROUND WYE SYMMETRICAL WYE ASYMMETRICAL WYE SD SMOKE DETECTOR C CARBON MONOXIDE SENSOR HS HAND SWITCH MITERED DUCT ELBOW WITH TURNING VANES DUCT ACCESS DOOR STANDARD BRANCH WITH SPLITTER DAMPER GRILLE AND REGISTER CONNECTION WITH EXTRACTION DAMPER STANDARD BRANCH WITH SPLITTER DAMPER AND TURNING VANES INCLINED RISE OR DROP, ARROW IN DIRECTION OF ELEV CHANGE DUCT WITH ACOUSTICAL LINING DIMENSIONS ARE NET FREE AREA EXHAUST OR RETURN DUCT IN SECTION DUCT; ARROW INDICATES DIRECTION OF FLOW _x_: RECTANGULAR; FIRST FIGURE IS SIDE SHOWN _ DIA: ROUND; INSIDE DIAMETER MANUAL VOLUME DAMPER WALL OR DUCT SUPPLY DIFFUSER INDICATING SIZE & AIR QUANTITY WALL OR DUCT EXHAUST OR RETURN REGISTER INDICATING SIZE & AIR QUANTITY SUPPLY DUCT IN SECTION INDUCED AIRFLOW DUCT TRANSITION; CONCENTRIC RECTANGULAR TO ROUND DUCT TRANSITION; CONCENTRIC ROUND TO ROUND OR RECTANGULAR TO RECTANGULAR FLEXIBLE DUCT SYMBOLS DUCTWORK (CONTINUED) T DUCT TRANSITION; ECCENTRIC RECTANGULAR TO ROUND DUCT TRANSITION; ECCENTRIC ROUND TO ROUND OR RECTANGULAR TO RECTANGULAR 12x12CFM ROUND RETURN DUCT DROP ROUND RETURN DUCT RISER RECTANGULAR SUPPLY DUCT RISER RECTANGULAR RETURN DUCT RISER SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE 12" DIACFM 12" DIACFM CFM 12x12 CFM 12" DIA CFM 12" DIACFM 12" DIA CFM 12" DIA CFM 12x12 CFM 12x12 CFM 12x12 CFM 12x12 DN/UP HD HEAT DETECTOR DAMPERS, DIFFUSERS, AND REGISTERS SINGLE LINE DOUBLE LINE UNIT HEATER 12x12 12x12 DUCT WITH EXTERIOR INSULATION _x_: RECTANGULAR; FIRST FIGURE IS SIDE SHOWN _ DIA: ROUND; INSIDE DIAMETER FD/FSD FD/FSD

AIR CONDITIONING UNIT AND HEAT PUMP SCHEDULE TAG NO. LOCATION AREA SERVED EQUIPMENT TYPE DX COOLING HEATING OUTDOOR AIR TEMP INDOOR AIR TEMP AIRFLOW ELECTRICAL REQUIREMENTS WEIGHT (LBS) NOTES SENSIBLE COOLING CAPACITY (MBH) TOTAL COOLING CAPACITY (MBH) EAT DB/WB (°F) LAT DB/WB (°F) COOLING EFFICIENCY (S)EER HEATING SOURCE EAT DB (°F) LAT DB (°F) TOTAL HEAT CAPACITY (MBH) ELECTRIC HEAT CAPACITY (KW) HEATING EFFICIENCY (COP OR HSPF) COOLING DB/WB (°F) HEATING DB (°F) COOLING ENTERING DB (F) COOLING ENTERING WB (F) HEATING DESIGN DB (F) SA TOTAL (CFM) ESP (IN WC) ECONOMIZER MIN OSA (CFM) VOLTS/ PHASE COMPRESSOR FLA MCA MOCP RTU-1 COLLECTIONS BLDG (OUTSIDE NORTH WALL) TRAINING ROOM, CCTV ROOM, LEAD WORKER ROOM PACKAGED ROOFTOP HEAT PUMP 86.2 118.1 80/67 59/57 17.8 HEAT PUMP 68 90 81.4 18 3.8 102/70 34 75 62 68 3,300 1.0 YES 750 460/3 16.7/8.2 37 50 1250 1,2,3 PACKAGED AC NOTES: 1) ESP DOES NOT INCLUDE LOSSES THROUGH THE UNIT INCLUDING COILS, FILTERS, ETC. 2) UNIT SHALL BE FURNISHED WITH MERV 13 FILTRATION 3) PROVIDE DUCT SMOKE DETECTOR SPLIT SYSTEM AIR CONDITIONER AND HEAT PUMP SCHEDULE TAG NO. LOCATION AREA SERVED EQUIPMENT TYPE SENSIBLE COOLING CAPACITY (MBH) TOTAL COOLING CAPACITY (MBH) EFFICIENCY (S)EER HEATING OUTDOOR AIR TEMP INDOOR AIR TEMP AIRFLOW ELECTRICAL REQUIREMENTS WEIGHT (LBS) HEATING NOTES SOURCE TOTAL HEAT CAPACITY (MBH) COOLING DB/WB (°F) HEATING DB (°F) COOLING DESIGN DB (°F) COOLING DESIGN WB (°F) HEATING DESIGN DB (°F) SA TOTAL (CFM) ESP (IN WC) MIN OSA (CFM) VOLTS/ PHASE (MCA) OR MOCP 400-HP-01 COLLECTIONS BLDG (OUTSIDE) NORTH WALL (SEE FCU-01, FCU-02) HEAT PUMP - 18.0 (20.0) HEAT PUMP 22.0 102/70 34 N/A N/A N/A N/A N/A N/A 208/1 17.2 126 1-5 400-FCU-01 COLLECTIONS BLDG NW CORNER OFFICE DUCTLESS FAN/COIL, WALL MOUNT 9/.0 9.0 (20.0) HEAT PUMP 9.6 102/70 34 75 62 68 425 N/A 0 208/1 1.0 29 2,6 400-FCU-02 COLLECTIONS BLDG WEST OFFICE DUCTLESS FAN/COIL, WALL MOUNT 9.0 9.0 (20.0) HEAT PUMP 9.6 102/70 34 75 62 68 425 N/A 0 208/1 1.0 29 2,6 NOTES: 1) HEATING AND COOLING CAPACITIES AND EFFICIENCIES ARE COMBINATION RATINGS FOR THE INDOOR AND OUTDOOR UNITS. 2) PROVIDE WALL MOUNTED 24/7 PROGRAMMABLE THERMOSTAT. 3) PROVIDE DRAIN SOCKET 4) PROVIDE LIQUID LINE RECEIVER AND SIGHT GLASS. 5) PROVIDE ALUMINUM JACKET OVER REFRIGERANT PIPE INSULATION WHERE EXPOSED TO WEATHER. 6) PROVIDE CONDENSATE PUMPDIFFUSER/GRILLE SCHEDULE TAG NO. TYPE NOTES CSR-1 24"x24" CEILING SUPPLY REGISTER, PERFORATED, 8" RND NECK CRR-1 24"x24" CEILING RETURN REGISTER, PERFORATED, 8" RND NECK WSR-1 DUCT SUPPLY GRILLE, STEEL GRILLE DUCT MOUNT, 3/4" SPACING WER-1 DUCT SUPPLY GRILLE, STEEL GRILLE DUCT MOUNT, 3/4" SPACING NOTES 1. 2. LOUVER SCHEDULE TAG NO LOCATION AREA SERVED TYPE DIMENSIONS AIRFLOW (CFM) PRESSURE DROP (IN WC) FREE AREA (SQ FT) NOTES H (IN) W (IN) L-01 VEHICLE STORAGE BLDG (WEST WALL) VEHICLE STORAGE BLDG INTAKE 26 22 800 0.07 1.13 1 NOTES 1) VARIABLE AIRFLOW BASED ON HVAC EQUIPMENT OPERATION FAN SCHEDULE TAG NO. LOCATION AREA SERVED TYPE AIRFLOW/FAN REQUIREMENTS ELECTRICAL REQUIREMENTS WEIGHT (LBS) NOTES CFM ESP (IN WC) FAN RPM HP VOLTS/ PHASE MOTOR RPM MOTOR ENCLOSURE FLA EF-01 VEHICLE STORAGE BLDG (ROOFTOP) VEHICLE STORAGE BLDG ROOF CENTRIFUGAL EXHAUST 1500 0.2 923 1/2 115/1 1200 ODP 6.4 58 1-4 EF-02 VEHICLE STORAGE BLDG (ROOFTOP) VEHICLE STORAGE BLDG ROOF CENTRIFUGAL EXHAUST 1100 0.2 1032 1/4 115/1 1200 ODP 3.5 51 1-4 EF-03 VEHICLE STORAGE BLDG (ROOFTOP) VEHICLE STORAGE BLDG ROOF CENTRIFUGAL EXHAUST 1100 0.2 1032 1/4 115/1 1200 ODP 3.5 51 1-4 EF-04 VEHICLE STORAGE BLDG (ROOFTOP) VEHICLE STORAGE BLDG ROOF CENTRIFUGAL EXHAUST 1100 0.2 1032 1/4 115/1 1200 ODP 3.5 51 1-4 EF-05 COLLECTIONS BUILDING CCTV ROOM INLINE CENTRIFUGAL 250 0.25 1200 1/6 115/1 1725 ODP <1.0 41 1-4 NOTES: 1) FAN SHALL BE EQUIPPED WITH INTEGRAL EC MOTOR WITH ADJUSTABLE DIAL SPEED CONTROLLER 2) FAN AND ACCESSORIES SHALL BE PROVIDED WITH CORROSION RESISTANT HI-PRO POLYESTER COATING. 3) FAN SHALL BE FURNISHED WITH REMOTE MOUNTED NEMA 1 DISCONNECT SWITCHES.

User: CHAD CADIENTE Plot Date: 5/29/2025 2:20 PM HVAC EQUIPMENT SCHEDULES H-002 NTS ZDH RLH RAR pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Mechanical-Building\2468032.00-H-002 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 M28906 NOT FOR CONSTRUCTION ZACHARY D. HARRIS THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL

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User: CHAD CADIENTE Plot Date: 5/29/2025 2:27 PM COLLECTIONS BUILDING H-003 1/8" = 1'-0" ZDH NEB RAR HVAC DEMOLITION PLAN 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 M28906 NOT FOR CONSTRUCTION ZACHARY D. HARRIS THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL 1. AT AREAS OF DEMOLITION, PREPARE SURFACES SMOOTH, READY TO RECEIVE NEW FINISHES. GENERAL SHEET NOTES SUPPLY DUCT FROM FAN/COIL UNIT IN ATTIC, TYP OF 3 RETURN DUCT TO FAN/COIL UNIT IN ATTIC, TYP OF 3 AA FROM ROOFTOP INTAKE HOOD TO ROOFTOP EXHAUST FAN SHEET KEYNOTES A. CAP EXISTING DUCT AT TRANSITION FROM RIGID DUCT. DEMOLISH FLEXIBLE DUCT BRANCH. REPLACE CEILING REGISTER WITH CEILING TILE. SPLIT CONDENSING UNITS (TYP OF 3) LEAD WORKER ROOM ADMIN AREA MEN'S MEN LOCKERS HALL SUPERVISOR GAS DETECT RADIO ROOM SUPERINTENDENT BREAK ROOM W HALL MEN'S SHOWER MEN'S LOCKERS OFFICE OFFICE OFFICE

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User: CHAD CADIENTE Plot Date: 5/29/2025 3:03 PM COLLECTIONS BUILDING H-004 1/8" = 1'-0" ZDH NEB RAR HVAC MODIFICATIONS PLAN 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 M28906 NOT FOR CONSTRUCTION ZACHARY D. HARRIS THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL DUCTLESS FAN/COIL UNIT @ 8'-0" AFF 103 PANEL DP1 PANEL DP2 FCR CCTV 104TRAINING ROOM 102 CAP EXIST DUCT MULTI-ZONE DUCTLESS SPLIT HEAT PUMP DUCTLESS FAN/COIL UNIT @ 8'-0" AFF CAP EXIST DUCT SPLIT CONDENSING UNITS (TYP OF 3) PACKAGED HEAT PUMP SUPPLY DUCT FROM FAN/COIL UNIT IN ATTIC, TYP OF 3 GAS DETECT RADIO ROOM 1. PROVIDE DUCT SUPPORTS CONFORMING TO CHAPER 5 OF "SMACNA LOW PRESSURE DUCT STANDARDS" 2. PROVIDE FLEXIBLE DUCT CONNECTIONS AT CONNECTIONS TO AIR HANDLERS AND PACKAGED UNITARY EQUIPMENT. 3. PIPE SUPPORT REQUIREMENTS SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL BE SPECIFIED. GENERAL SHEET NOTES SHEET KEYNOTES A. RE-BALANCE REGISTER AIRFLOWS FROM FAN/COIL UNIT F-1 TO THE INDICATED VALUES TO ACCOUNT FOR REMOVAL OF NW OFFICES FROM AIR DISTRIBUTION SYSTEM. B. RE-BALANCE REGISTER AIRFLOWS FROM FAN/COIL UNIT F-3 TO THE INDICATED VALUES TO ACCOUNT FOR EXPANSION OF LEAD WORKER AREA. C. CUT EXISTING DUCT NEAR END OF BRANCH TO LEAD WORKER ROOM. INSTALL TEE TO SUPPLY EXISTING CEILING REGISTER IN LEAD WORKER ROOM AND EXPANSION TO NEW CEILING SUPPLY REGISTER. D. ROUTE SUPPLY AND RETURN DUCTWORK TO SERVE CCTV ROOM AND TRAINING ROOM. ROUTE DUCTWORK ABOVE CEILING SPACES TO 24"X24" PERFORATED CEILING REGISTERS IN TRAINING ROOM. PROVIDE SUPPLY REGISTER FOR CCTV ROOM WITH CEILING REGISTER FOR ROOM EXHAUST. E. PROVIDE PROGRAMMABLE THERMOSTAT FOR CONTROL OF PACKAGED HEAT PUMP OPERATION. PROVIDE CONTINUOUS INDOOR FAN OPERATION WITH THERMOSTAT CONTROL OF HEATING AND COOLING OPERATION. F. INSTALL INLINE CENTRIFUGAL FAN. ROUTE 8" ROUND EXHAUST DUCTWORK TO NEW PENETRATION ON NORTH WALL AT 15' AFF. PROVIDE SHEET METAL WALL CAP AT DUCT TERMINATION. B XXX CFM B XXX CFM B XXX CFM B XXX CFM B XXX CFM B XXX CFM A XXX CFM A XXX CFM

TV TRUCK TV TRUCK TV TRUCK STORAGE

STORAGE RACKS
STORAGE RACKS ADMIN AREA MEN'S LOCKERS MEN HALL SUPERVISOR SUPERINTENDENT BREAK ROOM W HALL MEN'S SHOWER LEAD WORKER ROOM MEN'S LOCKERS OFFICE OFFICE OFFICE STORAGE 100 101 LACTATION ROOM 105 E RETURN DUCT TO FAN/COIL UNIT IN ATTIC, TYP OF 3 D EF-05 F

I ST M
OA
800 CFM

TO ROOF
1100 CFM
800 CFM
800 CFM
800 CFM TIMER SWITCH T-STAT, SP-80° F
OA
800 CFM 115V M 115V M 115V M 115V OA 800 CFM ROLL-UP DOOR TYP OF 5 A

TO ROOF
1100 CFM

TO ROOF
1100 CFM

TO ROOF
1100 CFM A
OA A
OA A
OA A 36" W x 48" H LOUVER FIRE CONTROL ROOM
User: CHAD CADIENTE Plot Date: 5/29/2025 3:06 PM VEHICLE STORAGE BUILDING H-005 NTS KG NEB RAR HVAC SCHEMATIC pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Mechanical-Building\2468032.00-H-005 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 M28906 NOT FOR CONSTRUCTION ZACHARY D. HARRIS THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL B SHEET KEYNOTES A. THE LISTED AIRFLOWS ASSUME ALL ROLL-UP DOORS ARE OPEN AND ALL FANS IN OPERATION. THE FLOWS THROUGH THE OPENINGS WILL VARY DEPENDING ON THE NUMBER OF OPENINGS AVAILABLE AND THE NUMBER OF FANS IN OPERATION. B. PARALLEL CONTROL FOR ALL FANS THROUGH TEMPERATURE CONTROL AND TIMER SWITCH. A EF-04 EF-02 EF-01 EF-03 L-01

User: CHAD CADIENTE Plot Date: 5/29/2025 3:07 PM PLUMBING LEGEND, P-001 NTS ZDH NEB RAR ABBREVIATIONS, NOTES, AND PLUMBING SCHEDULE pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Mechanical-Building\2468032.00-P-001 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 M28906 NOT FOR CONSTRUCTION ZACHARY D. HARRIS THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL PLUMBING NOTES FIRE PROTECTION LEGEND CO X CLEANOUT X = DESIGNATION IF ANY WHFD X FLOOR DRAIN X = DESIGNATION IF ANY TRENCH DRAIN X = DESIGNATION IF ANY TD X HBTP SHOCK ABSORBER/ WATER HAMMER ARRESTOR AD X AREA DRAIN X = DESIGNATION IF ANY WCO RD X ROOF DRAIN X = DESIGNATION IF ANY ODR X OVERFLOW ROOF DRAIN X = DESIGNATION IF ANY 1. PIPING SYSTEMS SHOWN IN THESE DRAWINGS ARE SCHEMATIC IN NATURE. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH ALL INVOLVED DISCIPLINES THE FINAL LOCATION OF EQUIPMENT AND PIPING. PROVIDE ANY NECESSARY REROUTING AND FITTINGS REQUIRED FOR A COMPLETE AND COORDINATED INSTALLATION. 2. VENT AND TRAP PRIMER PIPING NOT SHOWN. PROVIDE TRAPS WITH VENT AND PRIMER CONNECTION AT ALL FLOOR DRAINS UNLESS OTHERWISE INDICATED. VENT FIXTURES IN ACCORDANCE WITH THE PLUMBING CODE. 3. VENT RISERS ARE SHOWN IN APPROXIMATE SIZE AND LOCATIONS TO ALLOW THE CONTRACTOR TO CONNECT VENT PIPING TO A VENT RISER. VENT RISERS TO BE SIZED AND LOCATED IN ACCORDANCE WITH THE PLUMBING CODE. 4. INSTALL ALL PIPING TO AVOID ARCHITECTURAL OPENINGS, STRUCTURAL MEMBERS, DUCTS, FIXTURES, AND OTHER OBSTRUCTIONS. 5. ALL PIPING PENETRATIONS THROUGH NEW OR EXISTING WALLS OR FLOORS SHALL BE SEALED TO EQUAL THE RATING OF THE WALL OF FLOOR THROUGH WHICH THE PIPING IS ROUTED. 6. VENTS THROUGH ROOF PENETRATIONS SHALL BE COORDINATED WITH ALL TRADES. SET FINAL LOCATION A MINIMUM OF 10'-0” HORIZONTALLY OR 3'-0" VERTICALLY FROM ALL FRESH AIR INTAKE OPENINGS. 7. PIPE SIZES FOR HOT WATER SUPPLY, COLD WATER SUPPLY, SANITARY DRAIN, AND VENT CONNECTIONS ARE SHOWN ON FIXTURE CONNECTION SCHEDULE. 8. PROVIDE ISOLATION VALVES ON ALL HOT AND COLD WATER BRANCH SUPPLIES TO FIXTURES. PROVIDE WATER HAMMER ARRESTORS PER SPECIFICATIONS. 9. PROVIDE WALL ACCESS DOOR FOR WALL CLEANOUT INSTALLATIONS. PROVIDE CHRISTY G3 VALVE BOX FOR ALL AREA CLEANOUT INSTALLATIONS. 10. THERE SHALL BE NO DIRECT CONTACT BETWEEN PIPES AND HANGER STRAPS OR BUILDING CONSTRUCTION. SEPARATE PIPES FROM HANGERS/BUILDING CONSTRUCTION USING HAIR FELT OF NOT LESS THAN 1/2" THICKNESS. 11. OBTAIN ROUGH-IN DATA AND DIMENSIONS OF ALL SINKS AND PLUMBING FIXTURES TO BE SET WITHIN COUNTERTOPS. 12. PROVIDE LISTED BACKFLOW PREVENTER AND FEED WATER PRESSURE REGULATOR ON SUPPLY PIPING TO BOILERS AND HOT WATER HEATERS. 13. INSPECTION AND TESTING SHALL BE IN ACCORDANCE WITH LOCALLY RECOGNIZED PLUMBING CODES. 14. FOR PIPING SYSTEM IDENTIFICATION, REFER TO THE LIST OF PROCESS IDENTIFICATION CODES IN THE GENERAL DISCIPLINE DRAWINGS. 15. FOR EQUIPMENT DESIGNATIONS, REFER TO THE LIST OF EQUIPMENT PREFIXES IN THE GENERAL DISCIPLINE DRAWINGS. 16. FOR INSTRUMENT DESIGNATIONS, REFER TO DRAWING I-1. FIRE DEPARTMENT CONNECTION SINGLE, ATTACHED TO RISER FIRE DEPARTMENT CONNECTION, SIAMESE, ATTACHED TO RISER FIRE DEPARTMENT CONNECTION, SIAMESE, FREESTANDING. WATER HEATER - INLINE TYPE HOSE BIBB TRAP PRIMER WALL CLEANOUT UPRIGHT-TYPE SPRINKLER PENDANT-TYPE SPRINKLER RACK-TYPE SPRINKLER WALL SPRINKLER TYPE FIRE SPRINKLER RISER (WHARF) FIRE HYDRANT, SINGLE OUTLET PLUMBING LEGEND S FIRE PROTECTION NOTES 1. FIRE SPRINKLER LAYOUT IS SHOWN IN ACCORDANCE WITH NFPA 13 PIPE SCHEDULE METHOD. FIRE SPRINKLER RISER AND FIRE SPRINKLER LAYOUTS ARE DIAGRAMMATIC AND DO NOT SHOW ALL DETAILS OR FITTINGS REQUIRED FOR A COMPLETE INSTALLATION. DESIGN DRAWINGS, CALCULATIONS, AND SEISMIC BRACING REQUIREMENTS SHALL BE SUBMITTED FOR APPROVAL BY A C-16 FIRE SPRINKLER CONTRACTOR OR A PROFESSIONAL FIRE PROTECTION ENGINEER LICENSED IN THE STATE OF CALIFORNIA. 2. AUTOMATIC SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED CENTRAL PROPRIETARY OR REMOTE STATION SERVICE, OR SHALL BE PROVIDED WITH A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION PER CFC SECTION 903.4.1. 3. INSPECTOR'S TEST CONNECTION SHALL BE INSTALLED ON A VERTICAL RISER NO GREATER THAN 6'-6" ABOVE FINISHED GRADE. TEST CONNECTION OUTLET SHALL BE ON EXTERIOR OF BUILDING AND SHALL DISCHARGE TO A SPLASHBLOCK. 4. INSPECTION AND TESTING SHALL BE IN ACCORDANCE WITH NFPA STANDARDS. 5. ALL EXPOSED SPRINKLER PIPING, HANGERS, AND MOUNTING BRACKETS SHALL BE PAINTED. FIRE SPRINKLER RISER, VALVES, AND BACKFLOW PREVENTER SHALL BE PAINTED IN ACCORDANCE WITH THE SPECIFICATION FOR EXTERIOR PAINT. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. WH WATER HEATER - TANK TYPE BP-# BACKFLOW PREVENTER (X = TYPE) 1 - REDUCED PRESSURE 2 - DOUBLE-CHECK 3 - REDUCED PRESSURE DETECTOR TEE UP ELBOW UP TEE DOWN ELBOW DOWN PLUMBING SPECIALTY VALVE SCHEDULE PLUMBING FIXTURE BUILDING DESCRIPTION PLUMBING CONNECTION NOTES INLET OUTLET DRAIN HOSE BIBB VEHICLE STORAGE BUILDING LEAD-FREE BRASS, TEE HANDLE, STRAIGHT (HORIZONTAL) INLET CONFIGURATION, MIP INLET, NH OUTLET 3/4" 3/4" - 1 NOTES: 1) PROVIDE VACUUM BREAKER ACCESSORY AT HOSE BIBB OUTLET

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User: CHAD CADIENTE Plot Date: 5/29/2025 3:09 PM COLLECTIONS BUILDING P-002 1/8" = 1'-0" ZDH NEB RAR PLUMBING PLAN pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Mechanical-Building 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 M28906 NOT FOR CONSTRUCTION ZACHARY D. HARRIS THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL

TV TRUCK TV TRUCK TRAINING ROOM

STORAGE RACKS
STORAGE RACKS ADMIN AREA STORAGE MEN'S MEN LOCKERS HALL SUPERVISOR GAS DETECT RADIO ROOM SUPERINTENDENT BREAK ROOM FCR W HALL MEN'S SHOWER LEAD WORKER ROOM MEN'S LOCKERS OFFICE OFFICE OFFICE STORAGE 104 103 102 100 101 CCTV 105 STORAGE 1. PROVIDE UNIONS AS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVES, PLUMBING FIXTURES, AND APPLIANCES 2. PROVIDE PIPE LABELING TO IDENITFY PIPE USE AND FLOW DIRECTION. GENERAL SHEET NOTES SHEET KEYNOTES A. RELOCATE EQUIPMENT FROM COMMON WALL OF BREAK ROOM. B. ROUTE WATER SUPPLY FOR ICE MAKER, JANITORIAL SINK, AND UTILITY SINK FROM POINT OF CONNECTION AT OUTLET OF BACKFLOW PREVENTER. ROUTE PIPE ALONG WALL AT 8'-0" AFF. C. ROUTE SEPARATE DRAINS FROM ICE MAKER AND JANITORIAL SINK TO FLOOR SINK AT 1% SLOPE. PROVIDE AIR GAP TERMINATION A FLOOR SINK D. PLUMB DRAIN OUTLET OF UTILITY SINK TO EXISTING DRAIN PIPE AT LOCATION 6 INCHES ABOVE FLOOR. VENT TO ROOF. E. PLUMB 3/4" CONDENSATE LINE TO DISCHARGE TO BUILDING EXTERIOR, TERMINATING 6 INCHES ABOVE GRADE. SET PIPE PENTRATION TRHOUGH WALL AT 12 INCHES ABOVE FINISHED FLOOR. F. BRANCH FIRELINE FROM FIRE RISER TO SERVE THE OUTLINED AREA WITH SUSPENDED CEILINGS. THE EXISTING SPRINKLER LAYOUT BENEATH THE ROOF SHALL BE RETAINED. UTILITY SINK RELOCATED ICE MAKER RELOCATED JANITORIAL SINK A A POC B D BACKFLOW PREVENTER WATER HEATER DRYER FLOOR SINK WASHER 3/4" CW C DUCTLESS FAN/COIL UNIT @ 8'-0" AFF MULTI-ZONE DUCTLESS SPLIT HEAT PUMP DUCTLESS FAN/COIL UNIT @ 8'-0" AFF PACKAGED HEAT PUMP DESIGN AREA FOR HYDRAULIC CALCULATIONS NEW BUIILDING AREAS TO RECEIVE FIRE SPRINKLER PROTECTION NEW BUIILDING AREAS TO RECEIVE FIRE SPRINKLER PROTECTION F F 4" FIRE SPRINKLER RISER F EE WET-PIPE SYSTEM FIRE PROTECTION DESIGN CRITERIA • FIRE FLOW REQUIREMENT BUILDING FLOOR AREA: 11,040 SF AREA OF BUILDING ALTERATION: 2,165 SF CONSTRUCTION TYPE: TYPE V-B REQUIRED FIRE FLOW: 1,500 GPM • WET-PIPE FIRE SPRINKLER SYSTEM DESIGN CRITERIA (NFPA 13) HAZARD CLASSIFICATION: ORDINARY HAZARD, GROUP 1 DESIGN AREA OF SPRINKLER OPERATION 1,630 SF HOSE DEMAND: 250 GPM • AVAILABLE FIRE WATER SUPPLY SOURCE: POTABLE WATER STATIC PRESSURE: TBD TEST #1: TBD TEST #2: TBD

6" FP FROM PLANT SUPPLY @ BEDELL LANE 4" FIRE SPRINKLER RISER 3/4" HOSE BIB AND HOSE RACK FIRE CONTROL ROOM 1 1/2" PW FROM PLANT SUPPLY @ BEDELL LANE 3/4" HOSE BIB AND HOSE RACK User: CHAD CADIENTE Plot Date: 5/29/2025 3:10 PM VEHICLE STORAGE BUILDING P-003 NTS KG NEB RAR PLUMBING SCHEMATIC pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Mechanical-Building\2468032.00-P-004 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 M28906 NOT FOR CONSTRUCTION ZACHARY D. HARRIS THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL WET-PIPE SYSTEM FIRE PROTECTION DESIGN CRITERIA • FIRE FLOW REQUIREMENT BUILDING FLOOR AREA: 6,328 SF CONSTRUCTION TYPE: TYPE II-B (NO CEILING) REQUIRED FIRE FLOW: 1,500 GPM • WET-PIPE FIRE SPRINKLER SYSTEM DESIGN CRITERIA (NFPA 13) HAZARD CLASSIFICATION: ORDINARY HAZARD, GROUP 1 DESIGN AREA OF SPRINKLER OPERATION 1,500 SF HOSE DEMAND: 250 GPM • AVAILABLE FIRE WATER SUPPLY SOURCE: POTABLE WATER STATIC PRESSURE TBD TEST #1: TBD TEST #2: TBD

User: DOM HERRERA Plot Date: 5/29/2025 3:55 PM ELECTRICAL ABBREVIATIONS E-001 NTS JLJL JRM pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Electrical\2468032.00-E-001 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 E15669 NOT FOR CONSTRUCTION ALVINA PHILLIPS THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL ABBREVIATIONS NUMBER ATAPPROXIMATELY LESS THAN EQUALS GREATER THAN AMPERE(-S) AIR CONDITIONING ANALOG TO DIGITAL AUTO/MANUAL ABANDON(-ED) ALTERNATING CURRENT AMPERE FRAME ARC-FAULT CIRCUIT INTERRUPTER ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ANALOG INPUT AMPERES INTERRUPTING CAPACITY ANNUNCIATOR ANTENNA ANALOG OUTPUT APPROXIMATE(-LY) AMMETER SWITCH ADJUSTABLE SPEED DRIVE (DC) AMPERE TRIP AUTOMATIC TRANSFER SWITCH AUTOMATIC AUXILIARY AMERICAN WIRE GAGE BATTERY BARE COPPER BREAKER CONDUCTOR, CONTACT CONSTANT SPEED CABINET CALCULATION(S) CATEGORY CLOSED-CIRCUIT TELEVISION CHEMI(-CAL, -STRY) CLASSIFICATION I, DIVISION 1 CLASSIFICATION I, DIVISION 2 CIRCUIT CLEAR(-ANCE) CONTROLLED LOW STRENGTH MATERIAL CONDUIT ONLY COAXIAL COMMON COMMUNICATION CONDUIT CONTROL POWER TRANSFORMER CONTROL RELAY CURRENT TRANSFORMER CONTROL CUBIC INCH(-ES) DIGITAL ALARM COMMUNICATOR TRANSMITTER DIRECT CURRENT DISTRIBUTED CONTROL SYSTEM DEGREE(-S) DEGREES CELSIUS DEGREES FARENHEIT DEMOLISH DISCRETE INPUT DIAMETER DIAGRAM DISCONNECT DISTRIBUTION DISCRETE OUTPUT DOUBLE POLE, DOUBLE THROW DOUBLE POLE, SINGLE THROW DOOR DETAIL(-S) DUPLEX EFFICIENCY ELEMENTARY EMERGENCY ENCLOSURE ETHERNET ENGINEER EQUIPMENT =AA/C A/D A/MABAN(-D) ACAFAFCI AFF AFG AI AIC ANN ANT AOAPPROX ASASD ATATS AUTO AUX AWG BATT BCBKR CC/S CAB CALC(S) CAT CCTV CHEM CID1 CID2 CKT CLR CLSM COCOAX COM COMM COND CPT CRCTCTRL CU IN DACT DCDCS DEG DEG C DEG F DEMO DI DIA DIAG DISC DISTR DODPDT DPST DRDTL(-S) DUP EFFIC ELEM EMERG ENCL ENET ENGR EQPM - REVOLUTIONS PER MINUTE RESET RESET TIMER REMOTE TELEMETRY UNIT REDUCED VOLTAGE, SOLID STATE START/STOP SUPERVISORY CONTROL AND DATA ACQUISITION SILICON CONTROLLED RECTIFIER SMOKE DETECTOR SECONDARY SERVICE ENTRANCE RATED SIGNAL SHIELDED SHEET SINGLEMODE SET POINT SURGE PROTECTIVE DEVICE SINGLE POLE, DOUBLE THROW SPECIFICATION(-S) STAINLESS STEEL, SOLID STATE SHORTING TERMINAL BLOCK STANDARD(-S) STEEL SHIELDED TWISTED PAIR SWITCHBOARD SWITCHGEAR SYNCHRONIZING TIME(-R) TERMINAL BLOCK TRAY CABLE TRANSMISSION CONTROL PROTOCOL TOTALLY ENCLOSED FAN COOLED TELEPHONE TEMPERATURE, TEMPORARY TOTALLY ENCLOSED NON-VENTILATED THROUGH TOTAL, TOTALIZE(R) THERMOSTAT TYPICAL UNDERGROUND UNDERWRITERS LABORATORIES UNKNOWN UNINTERRUPTIBLE POWER SUPPLY UNSHIELDED TWISTED PAIR ULTRAVIOLET VOLTS VARIABLE SPEED VOLT-AMPERES VARIES, VARIABLE, VOLT-AMPERES REACTIVE VENDOR CONTROL PANEL VARIABLE FREQUENCY DRIVE (AC) VACUUM FAULT INTERRUPTER VOLTMETER SWITCH WIDE, WIDTH, WIRE, WATTS WITH WITHOUT WIDE AREA NETWORK WATT-HOUR DEMAND METER WATT-HOUR METER WEATHERPROOF, WEATHER PROTECTED WEATHER RESISTANT WATER TREATMENT PLANT WATER WASTEWATER WASTEWATER TREATMENT PLANT TRANSFORMER EXPLOSION PROOF RPM RST RTRTU RVSS S/S SCADA SCR SDSEC SER SGNL (SH) SHT SMSPSPD SPDT SPEC(-S) SSSTB STD(-S) STL STP SWBD SWGR SYNC TTBTCTCP TEFC TEL TEMP TENV THRU TOT TSTAT TYP UGUL UNKN UPS UTP UVVV/S VAVAR VCP VFD VFI VSWW/ W/O WAN WHDM WHM WP WR WTP WTR WWWWTP XFMR XP FOR ABBREVIATIONS NOT FOUND IN THIS LIST, SEE DRAWING TITLED GENERAL ABBREVIATIONS. ESTIMATE(-D) EMERGENCY STOP ELAPSED TIME METER ELECTRIC UTILITY SERVICE EQUIPMENT REQUIREMENTS COMMITTEE EXISTING EXPANSION EXTERNAL FIRE ALARM FACILIT(-Y, -IES) FEEDER FIGURE FULL LOAD AMPERES FLEXIBLE FIBER OPTIC FREQUENCY FOOT, FEET FUSE FUTURE FULL VOLTAGE, NON REVERSING FULL VOLTAGE, REVERSING FORWARD GROUND (ELECTRICAL) EST E-STOP ETM EUSERC EXIST EXP EXT FAFACIL FDR FIGFLA FLEX FOFREQ FTFUFUT FVNR FVR FWD G GALLON(-S) GROUND-FAULT CIRCUIT INTERRUPTER GROUND GALVANIZED RIGID STEEL HIGH, HEIGHT HEAT DETECTOR HIGH DENSITY POLYETHYLENE HANGER HANDHOLE HUMAN MACHINE INTERFACE HAND-OFF-AUTOMATIC HAND-OFF-REMOTE HORSEPOWER HOUR(-S) HEATER HEATING, VENTILATING, AND AIR CONDITIONING HERTZ (CYCLES PER SECOND) INSTRUMENTATION AND CONTROL INPUT/OUTPUT INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS INDICATING LIGHT INCH(-ES) INSTANTANEOUS INSTRUMENT(-ATION) INTERNET PROTOCOL INFRARED INTRINSICALLY SAFE INTERNATIONAL SOCIETY OF AUTOMATION ISOLAT(-E, -ION) INTRINSICALLY SAFE RELAY JUNCTION BOX KILOAMPERE(-S) THOUSANDS OF CIRCULAR MILS KILOHERTZ KILOVOLT(-S) KILOVOLT-AMPERE(-S) KILOVOLT-AMPERE(-S) REACTIVE KILOVOLT-AMPERE REACTIVE HOUR(-S) KILOWATT(-S) KILOWATT HOUR(-S) LENGTH, LINE LIGHTNING ARRESTER LOCAL AREA NETWORK POUND(-S) LOCAL CONTROL PANEL LOCAL CONTROL STATION LOWER EXPLOSIVE LIMIT LOCATION LOCAL-OFF-REMOTE LOCK-OUT, TAG-OUT GAL GFCI GND GRS HHDHDPE HGR HHHMI HOA HOR HPHR(S) HTR HVAC HZI&C I/OIEEE ILININST INSTR IPIRISISA ISO ISR JBKAKCMIL KHZ KVKVA KVAR KVARH KWKWH LLALAN LB(-S) LCP LCS LEL LOC LOR LOTO LIGHTING PANELBOARD LOCAL-REMOTE LIMIT SWITCH LIGHT LIGHTING LOW VOLTAGE MILLIAMPERE(-S) MAXIMUM MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER MOTOR CIRCUIT PROTECTOR MANUFACTURER MANHOLE MEGAHERTZ ONE-THOUSANDTH OF AN INCH MINIMUM, MINUTE(-S) MISCELLANEOUS MAIN LUGS ONLY MULTIMODE MAXIMUM OVERCURRENT PROTECTION MODIF(-Y, -ICATIONS) MOTOR OPERATED VALVE MOUNT(-ED, -ING) MOTOR MANUAL TRANSFER SWITCH MEDIUM VOLTAGE NORTH, NEUTRAL NOT APPLICABLE NORMALLY CLOSED NATIONAL ELECTRICAL CODE (NFPA 70) NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION INTERNATIONAL ELECTRICAL TESTING ASSOCIATION NATIONAL FIRE PROTECTION ASSOCIATION NOT IN CONTRACT NORMALLY OPEN, NUMBER NORMAL NOT TO SCALE OPEN/CLOSE OPEN DRIP PROOF OWNER FURNISHED, CONTRACTOR INSTALLED OPERATOR INTERFACE TERMINAL LPL-R LSLTLTG LVmA MAX MCB MCC MCP MFR MHMHZ MIL(-S) MIN MISC MLO MMMOCP MOD(-S) MOV MT(-D, -G) MTR MTS MV NN/A NCNEC NECA NEMA NETA NFPA NIC NONORM NTS O/C ODP OFCI OIT THERMAL OVERLOAD RELAY ORIGINAL OPEN/STOP/CLOSE OVER TEMPERATURE POLE PUBLIC ADDRESS PULLBOX, PUSHBUTTON PIECE(-S), PHOTOCELL POINT OF COMMON COUPLING PHOTOELECTRIC POWER FACTOR POWER FACTOR RELAY PHASE PROGRAMMABLE LOGIC CONTROLLER POWER MONITOR PANEL PANELBOARD POWER OVER ETHERNET POWER POLE PRESSURE PRIMARY POWER SUPPLY POTENTIAL TRANSFORMER(-S) POLYVINYL CHLORIDE POWER RADIUS RECEPTACLE REPEAT CYCLE TIMER REMOTE INPUT/OUTPUT ROOM REMOTE OL ORIG OSC OT PPAPBPC(-S) PCC PEPFPFR PHPLC PMPNL PNLBD POE PPPRESS PRI PSPT(-S) PVC PWR R, RAD RCPT RCT RIO RMRMT

User: DOM HERRERA Plot Date: 5/29/2025 3:55 PM ELECTRICAL NOTES E-002 NTS JLJL JRM pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Electrical\2468032.00-E-002 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 E15669 NOT FOR CONSTRUCTION ALVINA PHILLIPS THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL 1. THIS IS A GENERALIZED LEGEND SHEET. THIS CONTRACT MAY NOT USE ALL INFORMATION SHOWN. 2. THE INSTALLATION OF ALL EQUIPMENT, RACEWAYS, CONDUCTORS, AND CABLES SHOWN ON THESE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE LOCAL CODES AND UTILITY COMPANY STANDARDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE UTILITY COMPANY AND VERIFY THEIR REQUIREMENTS. 3. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING THE PROJECT TO VERIFY THE SCOPE OF WORK WITH FIELD CONDITIONS. PARTICULAR ATTENTION SHOULD BE GIVEN TO NEW CONDUIT RUNS IN EXISTING BUILDINGS. 4. NOTIFY THE ENGINEER IMMEDIATELY IN WRITING IF CONFLICTS IN EQUIPMENT LOCATIONS ARE DISCOVERED OR IF PROBLEMS ARISE DUE TO FIELD CONDITIONS, LACK OF INFORMATION OR ANY OTHER REASON. NO PAYMENT WILL BE MADE FOR CHANGES WHICH HAVE NOT BEEN FAVORABLY REVIEWED BY THE ENGINEER. 5. CONDUIT ROUTING SHOWN ON PLAN DRAWINGS IS DIAGRAMMATIC ONLY. RACEWAYS SHALL BE INSTALLED IN A MANNER TO PREVENT CONFLICTS WITH EQUIPMENT OR STRUCTURAL CONDITIONS. EXPOSED RACEWAYS SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO BEAMS AND WALLS. REFER ALSO TO THE CONTRACT SPECIFICATIONS. 6. VERIFY THE EXACT LOCATION OF TERMINAL BOXES AND CONDUIT ENTRANCES TO ALL EQUIPMENT AGAINST APPROVED SHOP DRAWINGS BEFORE STUBBING UP CONDUITS. CONDUIT STUB-UPS SHALL NOT BE MORE THAN 6 INCHES FROM THE CENTERLINE OF TERMINAL BOXES. 7. CONNECTIONS BETWEEN RIGID CONDUIT AND MOTOR TERMINAL BOXES OR SIMILAR EQUIPMENT SUBJECT TO VIBRATION SHALL BE FLEXIBLE LIQUID-TIGHT CONDUIT. 8. CONDUITS SHALL BE TERMINATED SO AS TO PERMIT NEAT CONNECTION TO MOTORS AND OTHER EQUIPMENT. 9. CONDUITS FOR FUTURE EQUIPMENT OR EXTENSIONS SHALL BE TERMINATED AS SHOWN IN THE DETAILS OR AS SPECIFIED. 10. LOCATIONS OF PULLBOXES ARE APPROXIMATE. COORDINATE EXACT LOCATION IN THE FIELD TO ENSURE 6 INCHES (MINIMUM) CLEARANCE FROM MECHANICAL PIPING FLOW LINES. 11. ONLY MAJOR PULLBOXES ARE SHOWN. PROVIDE ADDITIONAL PULLBOXES WHERE REQUIRED TO MAKE A WORKABLE INSTALLATION. 12. PERFORM WORK IN ACCORDANCE WITH THE DETAILS WHETHER OR NOT THEY ARE REFERENCED ON THE DRAWINGS. 13. VERIFY ALL COLOR REQUIREMENTS BEFORE ORDERING MATERIALS. 14. THE WIRING DIAGRAMS, QUANTITY AND SIZE OF WIRES AND CONDUIT REPRESENT A SUGGESTED ARRANGEMENT BASED UPON SELECTED STANDARD COMPONENTS OF ELECTRICAL EQUIPMENT. MODIFICATIONS ACCEPTABLE TO THE ENGINEER MAY BE MADE BY THE CONTRACTOR TO ACCOMMODATE EQUIPMENT ACTUALLY PURCHASED. THE BASIC SEQUENCE AND METHOD OF CONTROL MUST BE MAINTAINED AS INDICATED ON THE DRAWINGS AND/OR SPECIFICATIONS. 15. REFER TO THE MECHANICAL DRAWINGS FOR CERTAIN CONTROL DIAGRAMS, EXACT LOCATIONS OF MECHANICAL EQUIPMENT, AND FOR CERTAIN CONNECTIONS TO BE MADE TO ELECTRICAL CIRCUITS. 16. CONDUIT SIZE AND FILL SHALL BE AS INDICATED ON THE CONDUIT AND CABLE SCHEDULES. WHERE NO SIZE IS SHOWN, THE CONDUIT SHALL BE SIZED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY THE AUTHORITY HAVING JURISDICTION. MINIMUM CONDUIT SIZE IS 3/4 INCH, EXCEPT WHERE ENCASED OR BURIED. MINIMUM ENCASED OR BURIED CONDUIT SIZE IS 1 INCH. 17. PROVIDE EXPANSION OR EXPANSION AND DEFLECTION FITTINGS FOR ALL CONDUIT RUNS CROSSING EXPANSION JOINTS. REFER TO THE STRUCTURAL DRAWINGS FOR LOCATIONS OF EXPANSION JOINTS. 18. PROVIDE 3/16 INCH NYLON PULL ROPE IN EACH EMPTY CONDUIT. 19. FOR LIGHTING AND RECEPTACLE SYSTEMS, ONLY CIRCUIT NUMBERS ARE SHOWN. PROVIDE ALL NECESSARY CONDUITS, WIRES, FITTINGS, JUNCTION BOXES AND NECESSARY COMPONENTS SHOWN OR NOT SHOWN ON THE DRAWINGS, TO MAKE THE ELECTRICAL INSTALLATION COMPLETE AND OPERATIONAL. SIZE CONDUITS AND WIRING IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. ALL CONDUIT RUNS SHALL BE CONCEALED UNLESS INDICATED OTHERWISE. CIRCUIT LOADING SHALL BE AS INDICATED IN THE PANEL SCHEDULES. ALL LIGHTING AND RECEPTACLE CIRCUITS SHALL INCLUDE GROUND WIRE. 20. MOUNT LUMINAIRES ACCORDING TO THE MOUNTING HEIGHT GIVEN ON THE DRAWINGS, WITH THE DISTANCE BEING MEASURED FROM THE BOTTOM OF THE LUMINAIRE TO THE FINISHED FLOOR. PROVIDE APPROPRIATE BRACKETS AND HARDWARE FOR MOUNTING. 21. ALL RECEPTACLES IN OUTDOOR AND ANTICIPATED WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLES WITH WEATHERPROOF WHILE IN-USE COVERS. 22. ALL FREE STANDING ELECTRICAL EQUIPMENT AND CONTROL PANELS SHALL BE SET ON CONCRETE HOUSEKEEPING PADS WITH LEVELING CHANNELS EMBEDDED IN THE PAD. 23. ALL PANELBOARDS SHALL BE MOUNTED SO THAT THE DISTANCE FROM THE CENTERLINE OF THE TOP CIRCUIT BREAKER OPERATING HANDLE IN THE UPPERMOST POSITION TO THE FINISHED FLOOR SHALL NOT EXCEED 6'-7". 24. ALL SURFACE MOUNTED PANELS AND PANELBOARDS ON THE INTERIOR OF EXTERIOR WALLS ABOVE GRADE OR IN OTHER LOCATIONS CONSIDERED DAMP OR WET SHALL BE MOUNTED SO AS TO MAINTAIN A 1/4 INCH (MINIMUM) AIR SPACE BETWEEN THE ENCLOSURE AND THE WALL. 25. PROVIDE LOCKOUTS IN STRICT ACCORDANCE WITH OWNER'S REQUIREMENTS. 26. REFER TO THE SINGLE LINE DIAGRAMS, EQUIPMENT ELEVATIONS, PANELBOARD SCHEDULES, AND COMPONENT/DEVICE LABELS IN THE CONTROL SCHEMATICS FOR NAMEPLATE INFORMATION. SEE THE CONTRACT SPECIFICATIONS FOR NAMEPLATE SIZE, COLOR, MATERIAL, AND PLACEMENT REQUIREMENTS. 27. "NORMAL" STATUS OF SWITCHES OR CONTACTS SHOWN IN CONTROL SCHEMATICS IS THE SHELF POSITION. 1. BIDDING CONTRACTORS SHALL VISIT THE SITE TO ASSESS THE SCOPE OF DEMOLITION, REMOVAL AND MODIFICATION WORK. 2. ELECTRICAL CONTRACTOR AND THE OWNER SHALL DE-ENERGIZE ALL WIRING PRIOR TO REMOVAL OF EQUIPMENT, DEVICES, MOTORS INSTRUMENTATION, CONTROL PANELS, ETC. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FROM THE OWNER. 3. EXPOSED RACEWAYS: REMOVE CONDUIT, WIRES, AND BOXES. PATCH TO MATCH EXISTING. FINISH ALL OPENINGS LEFT IN WALLS AND FLOORS. 4. CONCEALED CONDUITS IN THE SLAB: REMOVE EXISTING WIRES TO THE EXTENT POSSIBLE AND ABANDON CONDUITS IN THE SLAB. CUT CONDUIT FLUSH AND PATCH THE FLOOR TO MATCH EXISTING. 5. CONTROL PANELS: ELECTRICAL CONTRACTOR SHALL DE-ENERGIZE AND REMOVE ALL CONDUIT AND WIRE AS DESCRIBED IN NOTES 3 AND 4. CONTRACTOR SHALL REMOVE PANELS AS NOTED ON THE CONTRACT DRAWINGS. 6. MOTOR CONTROL CENTERS: DISCONNECT AND REMOVE ALL CONDUITS AND WIRING TO EXISTING STARTERS AND/OR BREAKERS, PANELBOARDS, BRANCH CIRCUITS, INTERLOCKS AND STATUS WIRING WITHIN MCC. 7. REFER TO THE CONTRACT SPECIFICATIONS FOR ADDITIONAL ELECTRICAL DEMOLITION AND REMOVAL REQUIREMENTS. ELECTRICAL NOTES ELECTRICAL DEMOLITION NOTES

User: DOM HERRERA Plot Date: 5/29/2025 3:55 PM ELECTRICAL LEGEND - I E-003 NTS JLJL JRM pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Electrical\2468032.00-E-003 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 E15669 NOT FOR CONSTRUCTION ALVINA PHILLIPS THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL PACKAGED EQUIPMENT LOAD (IN KW OR KVA) AND AMPERES AS INDICATED LIGHTNING ARRESTOR AND SURGE CAPACITOR KEY INTERLOCK SOLID STATE MOTOR PROTECTIVE DEVICE POTENTIAL TRANSFORMER RATIO AND NUMBER OF PT'S AS INDICATED CURRENT TRANSFORMER RATIO AND NUMBER OF CT'S AS INDICATED ELECTRICAL MOTOR OPERATED VALVE WITH INTEGRAL REVERSING STARTER SURGE PROTECTIVE DEVICE HP FLA CONTACTOR NUMBER INDICATES NEMA SIZE 52 MEDIUM VOLTAGE DRAWOUT CIRCUIT BREAKER 5 EARTH GROUND CONNECTION DISCONNECT SWITCH 3 POLE EXCEPT WHERE NOTED RATING IN AMPERES AS INDICATED AUTOMATIC OR MANUAL TRANSFER SWITCH RATING AND CONFIGURATION AS INDICATED SHUNT TRIP FUSE SIZE AS INDICATED LOW VOLTAGE THERMAL-MAGNETIC CIRCUIT BREAKER 3-POLE EXCEPT WHERE NOTED X = CIRCUIT NUMBER OR LOCATION (SEE ELEVATION) POWER OR DISTRIBUTION TRANSFORMER CONFIGURATION AND RATING AS INDICATED MOTOR HORSEPOWER AND FULL LOAD AMPERES AS INDICATED GENERATOR RATINGS AS INDICATED AMMETER SWITCH VOLTMETER SWITCH RELAY DEVICE FUNCTION # PER ANSI NUMBER C37.2 TERMINATOR / POTHEAD CAPACITOR RATING IN KVAR AS INDICATED DELTA-WYE DELTA-WYE GROUNDED DELTA-DELTA BUS BUS (EXISTING) FEEDER FEEDER (EXISTING) AMPS TRIP GEN 5A LOW VOLTAGE MOTOR CIRCUIT PROTECTOR 3-POLE EXCEPT WHERE NOTED X = CIRCUIT NUMBER OR LOCATION (SEE ELEVATION) AMPS FRAME AMPS CONTINUOUS LOW VOLTAGE DRAWOUT CIRCUIT BREAKER INCLUDING L-S-I-G SETTINGS UNLESS NOTED OTHERWISE L = LONG TIME S = SHORT TIME I = INSTANTANEOUS G = GROUND FAULT 400AF 200AT OVERLOAD (THERMAL OR SOLID STATE) 30A FUSED DISCONNECT SWITCH 3 POLE EXCEPT WHERE NOTED RATINGS IN AMPERES AS INDICATED 30A 25A METERING DEVICE = METER TYPE WHM = WATT HOUR METER WM = WATT METER AM = AMMETER VM = VOLTMETER PFM = POWER FACTOR METER SSM = SOLID STATE METER SPD SSMP 15/25 AUTO SYNCHRONIZER RELAY 25 SYNCHRONISM CHECK RELAY 27 UNDERVOLTAGE RELAY 27/59 UNDER/OVERVOLTAGE RELAY 32 DIRECTIONAL POWER RELAY 37 UNDERCURRENT RELAY 38 HIGH TEMP (BEARING) 39 VIBRATION RELAY 40 LOSS OF FIELD/UNDER EXCITATION RELAY 41 FIELD CONTACTOR 43 SELECTOR SWITCH 46 CURRENT IMBALANCE RELAY 47 PHASE SEQUENCE/FAILURE RELAY 48 GROUND FAULT INCOMPLETE SEQUENCE RELAY 49 HIGH TEMP (OIL OR STATOR) 50/51 INST/TIME OVERCURRENT RELAY 50/51G INST/TIME DIRECTLY CONNECTED GND OVERCURRENT RELAY KST ASVS MOV 100:5 (3) 480:120 (3) RVSS __A FVNR VARIABLE FREQUENCY DRIVE WITH CONTROL POWER TRANSFORMER RATING IN AMPERES AS INDICATED REDUCED VOLTAGE STARTER WITH CONTROL POWER TRANSFORMER RATING IN AMPERES AS INDICATED RVSS = SOLID STATE TYPE RVAT = AUTO-TRANSFORMER TYPE VFD __A FULL VOLTAGE COMBINATION STARTER WITH CONTROL POWER TRANSFORMER = NEMA SIZE FVR = REVERSING TYPE FVNR = NON-REVERSING TYPE __ SEC __ A NEUTRAL GROUNDING RESISTOR CURRENT RATING IN AMPERES AS NOTED TIME RATING IN SECONDS AS NOTED RECEPTACLE, 120V SPECIAL RECEPTACLE, 208V OR 240V, 1-PHASE SPECIAL/WELDING RECEPTACLE, 208V OR 240V, 3-PHASE SPECIAL RECEPTACLE, 480V, 3-PHASE KW __A X 70A 100A X MCP 100A 50/51N INST/TIME RESIDUALLY CONNECTED GND OVERCURRENT 51G GND FAULT RELAY 52 POWER CIRCUIT BREAKER 55 POWER FACTOR TRIP RELAY 60 VOLTAGE BALANCE 62 TIME DELAY 65 GOVERNOR LOAD SHARING/SOFT LANDING CONTROL 66 TIME BETWEEN STARTS RELAY 67 DIRECTIONAL REVERSE VAR/KW RELAY 71L LOW OIL LEVEL RELAY 81O/U OVER/UNDER FREQUENCY RELAY 83 CONTROL POWER TRANSFORMER 86 UTILITY LOCKOUT RELAY 87TL TRANSFORMER DIFFERENTIAL RELAY 87M MOTOR DIFFERENTIAL RELAY 90 VAR/PF AND CROSS CURRENT COMPENSATION CONTROLLER ISOLATION TRANSFORMER SINGLE LINE DIAGRAM SYMBOLS

User: DOM HERRERA Plot Date: 5/29/2025 3:55 PM ELECTRICAL LEGEND - II E-004 NTS JLJL JRM pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Electrical\2468032.00-E-004 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 E15669 NOT FOR CONSTRUCTION ALVINA PHILLIPS THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL DIGITAL INPUT TO PLC/RTU/DCS DIGITAL OUTPUT FROM PLC/RTU/DCS NORMALLY CLOSED DIGITAL OUTPUT FROM PLC/RTU/DCS NORMALLY OPEN ANALOG INPUT TO PLC/RTU/DCS 4-20 mA (UNLESS INDICATED OTHERWISE) LOCATION SYMBOL LEGEND SHOWN ON SCHEMATIC DRAWINGS ALL DEVICES ARE LOCATED IN THE MCC UNLESS INDICATED OTHERWISE ANALOG OUTPUT FROM PLC/RTU/DCS 4-20 mA (UNLESS INDICATED OTHERWISE) OL ETM 5A X X X X1 X2 H1 H3 H2 H4 CR# CR1 XXXX, XXXX FSLSTSZS TRTRTRTR E-STOP PS OVERLOAD (THERMAL OR SOLID STATE) FUSE RATING IN AMPERES ELAPSED TIME METER MOTOR CONTROL DEVICE COIL = TYPE CR = CONTROL RELAY TD = TIME DELAY RELAY ISR = INTRINSICALLY SAFE RELAY PC = PHOTOCELL INDICATING LIGHT PUSH-TO-TEST INDICATING LIGHT X = COLOR A = AMBER B = BLUE SINGLE POLE SWITCH NORMALLY OPEN / CLOSED EMERGENCY PUSHBUTTON NORMALLY OPEN/CLOSED PUSHBUTTON NORMALLY OPEN/CLOSED DISCONNECT SWITCH 1-POLE / 3-POLE MULTI-POSITION SELECTOR SWITCH THREE-POSITION SELECTOR SWITCH X: INDICATES CONTACTS CLOSED H-O-A: HAND-OFF-AUTO L-O-R: LOCAL-OFF-REMOTE O-S-C: OPEN-STOP-CLOSE TERMINAL CONTROL POWER TRANSFORMER HEATER CIRCUIT BREAKER OR MCP AS NOTED 1-POLE / 3-POLE EARTH GROUND CONNECTION CONTACT NORMALLY OPEN / CLOSED BUZZER BELL HORN MCP BATTERY CHASSIS GROUND CONNECTION (NOT NECESSARILY EARTH GROUNDED) XOO OOX H O AXOO OOX L R THREE-POSITION SELECTOR SWITCH WITH SPRING-RETURN MOMENTARY CONTACT TWO-POSITION SELECTOR SWITCH X: INDICATES CONTACTS CLOSED L-R: LOCAL-REMOTE O-C: OPEN-CLOSE A-M: AUTO-MANUAL XOO OOX O S C CONDUCTORS - CONNECTED CONDUCTORS - NOT CONNECTED 5A NORMALLY OPEN CONTACT LINE REFERENCE NORMALLY CLOSED CONTACT LINE REFERENCE M SOLENOID COIL SV-# NORMALLY OPEN,CLOSE ON REACHING LIMIT NORMALLY CLOSED, OPEN ON REACHING LIMIT DI AI AO CR# NEUTRAL GROUNDING RESISTOR NGR COMMUNICATION JACK (ETHERNET UNLESS INDICATED OTHERWISE) RESISTANCE TEMPERATURE DETECTOR (RTD) X E-STOP ZS TSPSLSFS RECEPTACLE, 120V 1 NORMALLY CLOSED, OPEN ON INCREASING TORQUE LIMIT SWITCHES TORQUE SWITCH TIMED CONTACTS SYMBOL NORMAL OPEN DELAYED CLOSED DELAYED OPEN TO CLOSED CLOSED TO OPEN SENSING SWITCHES CLOSE ON RISING FALLING SENSED VARIABLE FLOW LEVEL PRESSURE TEMPERATURE INSTANTANEOUS INSTANTANEOUS OPEN INSTANTANEOUS DELAYED CLOSED DELAYED INSTANTANEOUS POTENTIOMETER REACTOR (LINE OR LOAD DEPENDING ON PLACEMENT) REACTOR G = GREEN R = RED W = WHITE CONTROL SCHEMATIC SYMBOLS

User: DOM HERRERA Plot Date: 5/29/2025 3:55 PM ELECTRICAL LEGEND - III E-005 NTS JLJL JRM pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Electrical\2468032.00-E-005 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 E15669 NOT FOR CONSTRUCTION ALVINA PHILLIPS THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL PLAN SYMBOLS SECURITY ACCESS DEVICE = TYPE CR CARD READER KS KEY SWITCH KP KEYPAD RF RADIO FREQUENCY ID HH-# LUMINAIRE CALLOUT A = LUMINAIRE TYPE = APPROXIMATE MOUNTING HEIGHT AFF CLG = CEILING MOUNT (SEE LUMINAIRE SCHEDULE FOR MORE DETAILS) BARE COPPER GROUND TO GROUND WIRE IN SLAB, OR UNDERGROUND GROUND GRID, SIZE AS NOTED VIDEO CAMERA = TYPE F FIXED PTZ PAN-TILT-ZOOM 360 360 DEGREE FIXED X-# SEMI CIRCLE DENOTES DOWNWARD CONDUIT RISER MULTIPLE CONDUIT RUN CONDUIT - ENCASED OR UNDERGROUND CONDUIT - EXPOSED OR CONCEALED CALLOUT INDICATING CONDUIT PER SCHEDULE HOME RUN TO PANELBOARD OR AS INDICATED (3/4 " CONDUIT, 2 #12, 1 #12 GND UNLESS INDICATED OTHERWISE) FLEXIBLE CONDUIT CONDUIT RUN, CONTINUES ON SAME SHEET OR AS NOTED CONDUIT - CAPPED OR SEALED OPEN CIRCLE DENOTES UPWARD CONDUIT RISER MOTOR DISCONNECT SAFETY SWITCH GROUND ROD - BURIED INSTRUMENT LUMINAIRE - STRIP OR TROFFER TYPE (SWITCHED/UNSWITCHED) X = LIGHTING PANEL DESIGNATION = CIRCUIT NUMBER a = SWITCH DESIGNATION WALL MOUNTED LUMINAIRE (SWITCHED/UNSWITCHED) PENDANT/CEILING MOUNTED LUMINAIRE (SWITCHED/UNSWITCHED) POLE, BRACKET, ARM, AND MOUNTED LUMINAIRE WALL/CEILING MOUNTED EXIT LIGHT DIRECTIONAL ARROW WHERE INDICATED, SHADED AREA INDICATES ILLUMINATED FACE EMERGENCY LUMINAIRE WITH SELF CONTAINED BATTERY JUNCTION BOX TELEPHONE OUTLET WALL MOUNTED/FLOOR MOUNTED DATA OUTLET WALL MOUNTED/FLOOR MOUNTED TELEPHONE/DATA COMBINATION OUTLET WALL MOUNTED/FLOOR MOUNTED FIRE ALARM PULL STATION FIRE ALARM STROBE FIRE ALARM HORN X-#a MJ FFF ANTENNA TV GROUND CONNECTION - BOLTED GROUND CONNECTION - EXOTHERMICALLY WELDED CONDUIT - MULTIPLE IN DUCT BANK PHOTOCELL TIME CLOCK OCCUPANCY SENSOR MOTION SENSOR GROUND ROD - IN WELL WITH BOX S SWITCH - SPECIAL PURPOSE X = LIGHTING PANEL DESIGNATION = CIRCUIT NUMBER = SWITCH TYPE M MOTOR RATED K KEY OPERATED T TIMER CONDUIT AND RACEWAYS GROUNDING F FIRE ALARM HORN/STROBE THERMOSTAT SD SMOKE DETECTOR HD HEAT DETECTOR T FIRE PROTECTION LIGHTING RECEPTACLES MISCELLANEOUS SECURITY AND COMMUNICATION EQUIPMENT PANEL OR CABINET - AS LABELED SWBD, SWGR, MCC, LP, PNLBD, PLC, ETC TELEVISION ANTENNA/CABLE OUTLET ATCPCOM LIGHT SWITCH X = LIGHTING PANEL DESIGNATION = CIRCUIT NUMBER a = SWITCH DESIGNATION = SWITCH TYPE 1 1 WAY 3 3 WAY 4 4 WAY D DIMMER RECESSED CAN LUMINAIRE (SWITCHED/UNSWITCHED) DUPLEX RECEPTACLE, 120V, WALL MOUNT NEMA 5-20R CONFIGURATION X = LIGHTING PANEL DESIGNATION = CIRCUIT NUMBER = RECEPTACLE TYPE WP WEATHERPROOF XP EXPLOSION PROOF GFCI GROUND FAULT CIRCUIT INTERRUPTER X-# DUPLEX RECEPTACLE, 120V, FLOOR MOUNT NEMA 5-20R CONFIGURATION AX-# AX-# AX-# SINGLE SPECIAL RECEPTACLE, 208V OR 240V, 1-PHASE X = PANEL DESIGNATION = CIRCUIT NUMBER A = AMPERAGE SINGLE SPECIAL/WELDING RECEPTACLE, 208V OR 240V, 3-PHASE X = PANEL DESIGNATION = CIRCUIT NUMBER A = AMPERAGE SINGLE SPECIAL RECEPTACLE, 480V, 3-PHASE X = PANEL DESIGNATION = CIRCUIT NUMBER A = AMPERAGE UNDERGROUND RACEWAY HANDHOLE DIMENSIONS AS NOTED MH-# UNDERGROUND RACEWAY MANHOLE DIMENSIONS AS NOTED QUAD RECEPTACLE, 120V, WALL MOUNT DUAL NEMA 5-20R CONFIGURATION X = LIGHTING PANEL DESIGNATION = CIRCUIT NUMBER = RECEPTACLE TYPE WP WEATHERPROOF XP EXPLOSION PROOF GFCI GROUND FAULT CIRCUIT INTERRUPTER X-# X-#a SX-#a VC P-100 4 GANG RECESSED CONCRETE FLOOR BOX WITH 4 SIMPLEX RECEPTACLES AND 4 ETHERNET PORTS FIRE ALARM BELL

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User: DOM HERRERA Plot Date: 5/30/2025 11:18 AM SITE PLAN E-006 1" = 20' AFP JL JRM 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 E15669 NOT FOR CONSTRUCTION ALVINA PHILLIPS THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL 0 1"=20' 20 40 30' SLIDING GATE ROSEVILLE ELECTRIC PULLBOX VEHICLE STORAGE BUILDING (SEE E-010) LOOP LOOP GATE ACCESS CONTROL POST COLLECTIONS BUILDING (SEE E-009) GATE OPERATOR SIGNAL HANDHOLE POWER HANDHOLE GATE OPERATOR ENTRY PAD POWER HANDHOLE SIGNAL HANDHOLE MAIN SWITCHBOARD "MSB" 75 KVA TRANSFORMER T1 112.5 KVA TRANSFORMER T2 350 AF DISCONNECT SWITCH PANEL VSB ROSEVILLE UTILITY TRANSFORMER (#4424) FIRE ALARM CONTROL PANEL POWER AND LIGHT POLES DUCT BANK, VERIFY ROUTING IN FIELD GENERAL SHEET NOTES 1. EXISTING GATE OPERATOR TO BE DEMOLISHED. IT IS POWERED BY A 30A/1P CIRCUIT BREAKER IN PANEL A. INTERCEPT AND EXTEND EXISTING CONDUIT AND CONDUCTORS TO NEW GATE OPERATOR. PROVIDE NEW CALL BOXES AND PROVIDE CONDUIT AND CONDUCTORS TO COMMUNICATIONS BUILDING. PROVIDE AND INSTALL A COMPLETE AND OPERATIONAL GATE ACCESS SYSTEM. PROVIDE ALL POWER CONTROLS AND INTERCONNECTIONS PER MANUFACTURER'S REQUIREMENTS. PROVIDE KNOX BOX PER FIRE DEPARTMENT REQUIREMENTS. 2. EXTEND EXISTING EXTERIOR VIDEO SURVEILLANCE SYSTEM TO NEW CAMERA LOCATIONS ON EXISTING COLLECTIONS BUILDING AND NEW VEHICLE STORAGE BUILDING. VENDOR AND CONTRACTOR SHALL PROVIDE AND INSTALL A COMPLETE AND OPERATIONAL VIDEO SURVEILLANCE SYSTEM. PROVIDE ALL POWER, CONTROLS AND INTERCONNECTIONS PER MANUFACTURER'S RECOMMENDATIONS. CONNECT TO EXISTING CAMERA NETWORK SYSTEM. 3. CONTRACTOR SHALL COORDINATE WITH OWNER FOR EV CAPABLE SPACES (EVCS) AND EV CAPABLE SPACES WITH ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE) REQUIREMENTS.

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User: DOM HERRERA Plot Date: 5/29/2025 3:56 PM SINGLE LINE DIAGRAM MODIFICATIONS, E-007 NTS AFP JL JRM EQUIPMENT SECTION AND LOAD SUMMARY pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Electrical\2468032.00-E-007 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 E15669 NOT FOR CONSTRUCTION ALVINA PHILLIPS THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL GROUND PANEL A PANEL B M 75 KVA XFMR T1 480V: 120/208V, 3PH, 4W PANEL D2 PANEL D1 112.5 KVA XFMR T2 480V: 120/208V, 3PH, 4W 150A 3P 175A 3P 2"C-4#2/0, 1#6 GND (2) 2"C-4#2/0, 1#6 GND 400A, 277/480V, 3PH, 4W BUS 250A 3P UTILITY COMPANY TRANSFORMER NEUTRAL PANEL DP100A30 KVA XFMR LP 480V: 120/208V, 3PH, 4W 350 AF 100AF 100AT 100AF 70AT 150AF 70AT TRAINING ROOM HEAT PUMP (@ WWCB) 277/480V, 3PH, 4W, 35 KAIC PANEL VSB BUILDING PANEL LP LOAD SUMMARY EXISTING MAXIMIUM DEMAND (KVA) IN THE PAST 12 MONTHS: 24.96 MAXIMUM DEMAND x 1.25 (KVA): 31.2 TOTAL SQUARE FOOTAGE OF NEW VEHICLE STORAGE BUILDING: 6328 WATTS PER SQUARE FOOT CALCULATED LOAD DESCRIPTION (KVA) LIGHTING (1.2 WATTS PER SQUARE FOOT) 1.2 7.6 GENERAL RECEPTACLES 1.5 9.5 TECHNOLOGY 1.5 9.5 FIRE PROTECTION 1 6.3 COLLECTIONS BUILDING OFFICE RETROFIT HVAC 3.6 COLLECTIONS BUILDING TRAINING ROOM HVAC 40.7 VEHICLE STORAGE BUILDING HVAC 1.6 25% CONTINUOUS 13.4 EXISTING MAXIMUM DEMAND IN THE PAST 12 MONTHS x 1.25 31.2 TOTAL KVA 123.4 AMPS AT 480/277V, 3-PHASE, 4-WIRE 148.5 GROUND ROD(S) GROUND TO BLDG SCALE: NTS SINGLE LINE DIAGRAM MODIFICATIONS MAIN SWITCHBOARD "MSB" (MINIMUM BUS BRACING 35 KAIC) MSB XFMR T1 PIPING 60"Wx44"D PAD 57.5"Wx8.5"D PAD 57.5"Wx39.5"D PAD CONNECT TO EXISTING TERMINAL BLOCKS TO VEHICLE STORAGE BUILDING TO WWCB TRAINING ROOM HEAT PUMP PANEL VSB 20"Wx6"Dx36"H MOUNT TO UNISTRUT SUPPORT RACK DS1 @ VSB SCALE: NTS EQUIPMENT ELEVATION XFMR T1 SERVICE PEDESTAL 'MSB' PANEL VSB E-009 1 EQUIPMENT MODIFICATIONS SCALE: 1/2"=1'-0" EXISTING TERMINAL BLOCK. FIELD VERIFY TERMINAL BLOCK AMPACITY. OPTION 1: TAP INTO EXISTING TERMINAL BLOCK FOR NEW VSB CIRCUIT BREAKER. OPTION 2: PROVIDE NEW TERMINAL BLOCK TO ACCOMMODATE NEW CONDUCTORS TO NEW VSB CIRCUIT BREAKER. MAIN BREAKER, 250/3 T1 BREAKER, 150/3 T2 BREAKER, 175/3

1 2 3 4 5 6 7 ABCDE S
User: DOM HERRERA Plot Date: 5/29/2025 3:56 PM COLLECTIONS BUILDING E-008 1/8" = 1'-0" AFP JL JRM FLOOR PLAN DEMOLITION pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Electrical\2468032.00-E-009 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 E15669 NOT FOR CONSTRUCTION ALVINA PHILLIPS THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL GENERAL SHEET NOTES 1. AT AREAS OF DEMOLITION, PREPARE SURFACES SMOOTH, READY TO RECEIVE NEW FINISHES. PANEL D1 PANEL D2 XFMR T1, 75KVA PANEL A PANEL B MAIN SWITCHBOARD "MSB" ADMIN AREA STORAGE MEN'S MEN LOCKERS HALL SUPERVISOR BREAK ROOM FCR LACTATION ROOM WOMEN HALL LEAD WORKER ROOM MEN'S LOCKERS OFFICE OFFICE OFFICE STORAGE SUPERINTENDENT GAS DETECT RADIO ROOM RECEPTACLE TELECOM RECEPTACLE RECEPTACLE TEL PANEL XFMR T2 FACP LIGHTING CONTROL CABINET SWITCH DISC SW KNOX BOX

M S M M M S S S S SS S S S S VCVC VCVC1 2 3 4 5 6 7 ABCDE FE FE FE FE FE FE FE FE T User: DOM HERRERA Plot Date: 5/29/2025 3:56 PM COLLECTIONS BUILDING E-009 1/8" = 1'-0" AFP JL JRM ELECTRICAL PLAN pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Electrical\2468032.00-E-010 SHEET KEYNOTES A. PROVIDE VOLUMETRIC LED GRID TROFFER LIGHT FIXTURES WITH LIGHTING CONTROL IN TRAINING ROOM. THE LIGHTING SYSTEM SHALL ACHIEVE AN ILLUMINANCE LEVEL OF BETWEEN 30-50 FOOT CANDLES AND MEET THE REQUIREMENTS OF CALIFORNIA TITLE 24 INCLUDING DIMMING CAPABILITIES AND OCCUPANCY SENSORS. PROVIDE BATTERY PACK FOR EMERGENCY LIGHTING IN FIXTURES TO MAINTAIN 1 FOOTCANDLE ALONG THE PATH OF EGRESS PER NFPA 101. B. VERIFY MOUNTING HEIGHT OF WALL MOUNTED RECEPTACLES IN THIS ROOM WITH OWNER PRIOR TO ROUGH-IN. C. PROVIDE VOLUMETRIC LED GRID TROFFER LIGHT FIXTURES TO MATCH EXISTING LIGHT FIXTURES IN LEAD WORKER ROOM. EXTEND LIGHTING CONTROL SYSTEM TO THE FIXTURES. THE LIGHTING SYSTEM SHALL ACHIEVE AN ILLUMINANCE LEVEL OF BETWEEN 30-50 FOOTCANDLES AND MEET THE REQUIREMENTS OF CALIFORNIA TITLE 24 INCLUDING DIMMING CAPABILITIES AND OCCUPANCY SENSORS. PROVIDE BATTERY PACK FOR EMERGENCY LIGHTING IN FIXTURES TO MAINTAIN 1 FOOTCANDLE ALONG THE PATH OF EGRESS PER NFPA 101. D. EXTEND EXISTING FIRE ALARM SYSTEM TO INCLUDE NEW DEVICES IN TRAINING ROOM AS PART OF A DEFFERED APPROVAL. E. SAWCUT EXISTING CONCRETE FLOOR FOR INSTALLATION OF 4GANG RECESSED FLOOR BOXES AND CONDUITS. 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 E15669 NOT FOR CONSTRUCTION ALVINA PHILLIPS THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL 103 PANEL DP1 PANEL DP2 XFMR T1, 75KVA PANEL A PANEL B MAIN SWITCHBOARD "MSB" STORAGE MEN'S MEN LOCKERS HALL SUPERVISOR BREAK ROOM FCR LACTATION ROOM W HALL MEN'S LOCKERS OFFICE OFFICE OFFICE SUPERINTENDENT GAS DETECT RADIO ROOM TV TRUCK (TYP 3) STORAGE RACK (TYP) CCTV TRAINING ROOM 102 STORAGE 101 CONNECT TO EXISTING CIRCUIT OFFICE OFFICEMULTI-ZONE DUCTLESS SPLIT HEAT PUMP DUCTLESS FAN/COIL UNIT DUCTLESS FAN/COIL UNIT PACKAGED HEAT PUMP DEDICATED RCPT FOR RELOCATED ICE MAKER EXHAUST FAN A B B B C D DEDICATED RCPT FOR MICROWAVE. MOUNT ABOVE HIGH SHELF. LIGHTING CONTROL CABINET TERMINAL CABINET 31-TC AND TEL EQUIPMENT PROVIDE AND INSTALL NEW LIGHT SWITCH TO CONTROL EXISTING LIGHT FIXTURES IN CCTV ROOM PANEL VSB E-007 1 LEAD WORKER ROOM 101 STORAGE 104 E

1 2 3 4 5 ABC FE FE FE FE FEFE M M M M T S VCVC VCVC F F J J J JJ F F FF User: DOM HERRERA Plot Date: 5/29/2025 3:57 PM VEHICLE STORAGE BUILDING E-010 1/8" = 1'-0" AFP JL JRM ELECTRICAL PLAN AND FIRE ALARM RISER DIAGRAM pw:\\kjce-pw.bentley.com:kjce-pw\Documents\Clients\Roseville, City of CA\Projects\WW Collections Building and Vehicle Storage Building_2468032.00\10-Design\10.06-Drawings\Electrical\2468032.00-E-011 1. SEE HVAC SCHEMATIC, DWG H-005. GENERAL SHEET NOTES 4321 00 NO REVISION DATE 25mm BY SCALES 1" CHECKED DESIGNED DRAWN 0 SHEET SCALE A B C D E F G H IF THIS BAR IS NOT DIMENSION SHOWN, ADJUST SCALES ACCORDINGLY. DATE OF JOB NO COLLECTIONS BUILDING EXPANSION & NEW VEHICLE STORAGE BUILDING MAY 2025 --- 2468032.00 THIS PRELIMINARY DOCUMENT IS NOT FOR CONSTRUCTION. IT IS RELEASED UNDER THE AUTHORITY OF: MAY 2025 E15669 NOT FOR CONSTRUCTION ALVINA PHILLIPS THIS DOCUMENT IS AN INTERIM DOCUMENT AND NOT SUITABLE FOR CONSTRUCTION. AS AN INTERIM DOCUMENT, IT MAY CONTAIN DATA THAT IS POTENTIALLY INACCURATE OR INCOMPLETE AND IS NOT TO BE RELIED UPON WITHOUT THE EXPRESS WRITTEN CONSENT OF THE PREPARER. DESIGN DEVELOPMENT PHASE 30% SUBMITTAL PANEL DP FIRE ALARM TERMINAL CABINET XFMR LP PANEL LP DISCONNECT SWITCH DS1 DACT A. PROVIDE LED SUSPENDED HIGH BAY LIGHT FIXTURES WITH LIGHTING CONTROL IN VEHICLE STORAGE BUILDING. THE LIGHTING SYSTEM SHALL ACHIEVE AN ILLUMINANCE LEVEL OF BETWEEN 25 - 30 FOOT CANDLES AND MEET THE REQUIREMENTS OF CALIFORNIA TITLE 24 INCLUDING DIMMING CAPABILITIES AND OCCUPANCY SENSORS. SHEET KEYNOTES A FF FACP FLOW SWITCH TAMPER SWITCH DACT F F F F 120V DEDICATED CIRCUIT TO TELEPHONE EQUIPMENT SCALE: NTS FIRE ALARM RISER DIAGRAM FIRE ALARM SYSTEM SHALL BE DEFERRED APPROVAL. COORDINATE WITH ROSEVILLE FIRE DEPARTMENT, LIFE SAFETY DIVISION FOR REQUIREMENTS. KNOX BOX

CITY OF ROSEVILLE

DESIGN BUILD PROPOSAL

PRELIMINARY MATERIALS, EQUIPMENT, AND FINISHES

Section/Item Material Manufacturer
08 11 13 - Exterior Doors & Frames 18 gauge hollow metal frame Ceco Door 18 gauge hollow metal door
08 11 13 - Interior Doors & Frames Timely Metal Frames Timely Pre-finished Wood Door Oregon Door
08 71 00 - Door Hardware AL Series Hardware at Interior Doors Schlage D Series Hardware at Exterior Doors Schlage
08 33 23 - Overhead Coiling Doors Insulated Overhead Door - Thermiser Cookson ESD30 Door Operator SGHN4X 15011E
09 29 00 - Drywall 5/8" Gypsum Board USG or equal
Level 4 Finish
09 51 00 - Acoustic Ceilings 15/16" Prelude Heavy Duty Grid Armstrong Ultima Tegular Edge in White (Match Existing) Armstrong 09 65 00 - Resilient Flooring & Base Vinyl Sheet Flooring AHF 2.0mm Homogeneous Vinyl Sheet Flooring Rubber Base 4" Mannington Rubber Base
13 34 19 - Metal Building System All metal building components STAR or CBC 22 10 00 - Plumbing Fixtures Utility Sink Florestone FM Utility Sink Fauced Delta 2133
Floor Sink JR Smith 320-Y02
Hose Bibb Arrowhead 353
23 30 00 - HVAC HVAC Equipment Carrier
CCTV Room Hood Stainless Steel Proline PLJW 101
26 10 00 - Electrical Fixtures Vehicle Storage Bay Lights Compact Pro Highbay Light Vehicle Storage Fire Riser Room Lights CLX LED 48" L48 Light Training Room Lights STAK Recessed Ceter Element LED Lay-In Light Lead Worker Room Lights STAK Recessed Ceter Element LED Lay-In Light Roseville Dry Creek WWTP Collections Building Expansion Project

CITY OF ROSEVILLE

DESIGN BUILD PROPOSAL

APPENDIX - RESUMES

4420 Business Drive, Shingle Springs, CA 95682 ⬧ Phone (530) 677-7484 ⬧ Fax (530) 677-7550 ⬧ CA LIC#581408
Serving El Dorado County and Surrounding Areas Since 1989 ⬧ www.dggranade.com Robert Granade, Vice President/Project Manager
Experience:
• 20 years in the construction industry.
• Formed El Dorado Design, a design and drafting company (1999) Education:
• Colorado State University – Construction & Engineering (1993) • Sierra College – Construction Management (1996)
• University of California Davis – Construction Management (1996) Industry Experience:
• Construction engineering and management education that, combined with jobsite experience, assists in all development of designs.
• Responsible for pre-construction service, estimating and management of private and public projects to $15 million.
• Developed computer tracking systems for more efficient project cost management for project managers to use.
• Performs troubleshooting for field personnel while coordinating the rest of the team.
• Responsible for developing project staff, monitoring and updating progress schedule and working with field superintendents on their computers for their daily reports format.
• Served as President of the El Dorado Builders Exchange, working with the county agencies to acquire a better knowledge of the new general plan requirements for construction in El Dorado County.
• Drafted the initial design for the owner to work with on most design-build and private negotiated projects.

4420 Business Drive, Shingle Springs, CA 95682 ⬧ Phone (530) 677-7484 ⬧ Fax (530) 677-7550 ⬧ CA LIC#581408
Serving El Dorado County and Surrounding Areas Since 1989 ⬧ www.dggranade.com References:

Amador County Transportation District
Contact: Charles Fields at 209-267-2282 ([email protected]) University of California, Davis
Contact: Eric Graham at 530-752-9119 ([email protected]) City of Ceres
Contact: Leonard Guillette at 209-538-5630 ([email protected])

CA LIC 581408 4420 Business Drive, Shingle Springs, CA 95682 P (530) 677-7484 F (530) 677-7550 Chris Granade, Superintendent
Experience: 18 years in the construction industry
Education: Certified Welder (1999)
NCI Building Systems Certified Metal Roofing System Installer (2007) Industry Experience:
➢ Communicates with the owner and subcontractors at the construction site. ➢ Familiarizes himself with contract requirements, plans and specifications to identify any coordination concerns or conflicts that may arise or need to be addressed.
➢ Schedules Subcontractors and holds Pre Construction Meetings prior to start of work to confirm schedules, review submittals and lead times. ➢ Confirm outline of job site performance and expectations. ➢ Communicates with Project Manager daily on construction progress, completes Daily Reports and takes job site progress photos.
➢ Keeps job trailer up to date on all necessary postings. ➢ Monitors and identifies potential safety issues.
➢ Conducts weekly job site safety meetings and review safety practices.

References:

Sutter Gold Mining Company
Contact: Ed McGoldrick @ 209-267-5594, x 102
Amador County Transportation District
Contact: Charles Fields at 209-267-2282 ([email protected]) University of California, Davis
Contact: Eric Graham at 530-752-9119 ([email protected]) FDC Consultants
Contact: Fred Russell @530-306-1617 ([email protected])

4420 Business Drive, Shingle Springs, CA 95682 ⬧ Phone (530) 677-7484 ⬧ Fax (530) 677-7550 ⬧ CA LIC#581408 Serving El Dorado County and Surrounding Areas Since 1989 ⬧ www.dggranade.com Billy Maxwell, Superintendent
Experience: 18 years in the construction industry
Education: OSHA 30 Certified
CPR Certified
Industry Experience:
• Communicates with the owner and subcontractors at the construction site. • Familiarizes himself with contract requirements, plans and specifications to identify any coordination concerns or conflicts that may arise or need to be addressed. • Schedules Subcontractors and holds Pre-Construction Meetings prior to start of work to confirm schedules, review submittals and lead times. • Confirm outline of job site performance and expectations. • Communicates with Project Manager daily on construction progress, completes Daily Reports and takes job site progress photos.
• Keeps job trailer up to date on all necessary postings. • Monitors and identifies potential safety issues.
• Conducts weekly job site safety meetings and review safety practices.

Completed Projects for DGG:

Echo Water Project (2017-2018)
Heavy Equipment Maintenance Building
$6,300,000.00
UC Davis (2018-2019)
Large Animal Shelter
$3,474,481.00
Buckeye School District (Summer 2018, Summer 2019)
Blue Oak Elementary School Modernization
$7,860,648.00

JK Statement of Qualifications Page 34
E. PRINCIPAL RESUME / CONSULTANT QUALIFICATIONS

JOHN KRISTEDJA, ARCHITECT, AIA RESUME
Principal Architect
Education
Bachelor of Architecture
California State Polytechnic State University,
Pomona (1984)
Registration
State of California - C22297
State of Nevada – 6461
State of Indiana – AR11000062
State of Texas – 23891
State of Arizona – 56724
State of Utah – 10946337-0301
NCARB Certification - 66171
Experience
John began his architectural career in August of 1984 with WLC Architects, shortly after graduating from Cal Poly, Pomona. At the time, WLC was a fledgling architectural firm made up of energetic, passionate architects determined to make an impact upon the community.

Because of WLC’s specialty in educational, religious, and community/civic projects, John soon learned the skills of how to successfully design and manage these project types, often having to deal with the committee design process along the way. Because the firm adopted the studio concept of project delivery, unlike the departmentalized organization, John learned very quickly how to manage and deliver projects through all the design and construction phases. His experience allowed him to become extremely versed in every aspect of the profession.

At WLC, he became one of the most experienced designers, being named the design director of one of the firm’s studios. His design experience includes numerous K-12 educational facilities, college/university facilities, civic/governmental, recreational, religious and commercial projects.

His design efforts have garnered him many local, state and national design awards.

In 2006, he founded JK Architects with the desire to provide high-quality service to clients in the religious, commercial, municipal and residential market areas throughout California and Nevada.

As Owner of JK Architects, he will lead the firm’s design efforts in all market areas, as well as overall project delivery. He will ensure that every project is designed to meet the programmatic needs as well as the budgetary constraints of the clients. John’s experience in conducting numerous community design workshops and charettes will enable JK Architects to receive and process valuable input from the various project stakeholders and owners.

Over the past 36 years, John has completed well over 100 projects ranging from small residential and commercial projects, religious and community facilities, to high schools of 250,000 s.f. See the Highlighted Project Experience for a listing of highlighted projects.

JK Statement of Qualifications Page 35
F. PROJECT APPROACH

Every project undertaken by JK Architects is carefully designed to meet the unique needs of every client. We do not begin any project until we understand completely the needs of the Owner. Every effort is made to design a project that creatively meets the programmatic, aesthetic as well as the budgetary expectations of the Owner. Our systematic approach to the Design process enables the Owner to review the design as it progresses and eliminates ‘surprises’ at the end of the project. We pride ourselves in our ability to assist Owners in the facilitation of their ideas, evaluating every idea in terms of efficiency, constructability, aesthetics and budget.

Phase 0.0 Programming / Planning
Determine Owner Needs
Develop Architectural Program
Develop Project Space Requirements
Determine Project Budget Requirements
Develop Project Master Plan
Prepare Design Review Package as Required by Approving Agency Phase 1.0 Schematic Design
Develop Conceptual/Schematic Design
Prepare Schematic Design Package for Owner Approval
Develop Project Scheduling
Provide Schematic Design Cost Analysis
Phase 2.0 Design Development
Develop Design as Approved by Owner
Prepare Design Development Package for Owner Approval
Develop Project Engineering Systems Design
Refine Project Scheduling
Refine Cost Analysis
Phase 3.0 Construction Documents
Provide Documentation for Project Construction Requirements Develop Project Specifications
Assist Owner/Contractor in Project Permit Submission
Develop Final Cost Analysis

Phase 4.0 Bidding / Negotiations
Assist Owner in Contractor Selection
Assist Owner in Project Bidding (for bid projects)
Phase 5.0 Construction Administration
Assist Owner / Contractor in the Administration of the Construction Contract Provide Project Representation for Owner
Assist Contractor with Clarifications
Conduct Progress Meetings
Assist Owner in Project Close Out

JK Statement of Qualifications Page 36
G. CLIENT REFERENCES

Mr. Jeff Winter
8855 Washington Blvd.

Los Angeles, CA 90232
(310) 980-6963
[email protected]
Mr. Larry Gilbert
Construction Manager
10490 Kinnard Ave.

Los Angeles, CA 90024
(310) 770-1496
[email protected]
Mr. Doug Granade
DG Granade Construction
4420 Business Drive
Cameron Park, CA 95682
(530) 677-7484
[email protected]
Rabbi Berish Goldenberg
Yeshivath Torath Emeth Academy
540 N. LaBrea Ave.

Los Angeles, CA 90035
(323) 549-3170
[email protected]
Mr. Mike Cimorelli
TI Builders, Inc.
30745 Pacific Coast Hwy., #182
Malibu, CA 90265
(310) 990-4440
[email protected]
Mr. John Steffens
Trinity Built Construction
3601 Buena Vista Drive
Shingle Springs, CA 95682
(530) 677-1600
[email protected]

Jed Larsen, S.E. Mountain View Engineering, Inc.

Structural Engineer 345 North Main Street, Suite A
Brigham City, UT 84302
Phone: (435) 734-9700
Fax: (435) 734-9519
[email protected]
Education:

Bachelor of Science Degree in Civil Engineering and Masters of Engineering with an emphasis on Structural Engineering, May 2008
UTAH STATE UNIVERSITY – Logan, Utah
Licenses:

Registered Professional Structural Engineer, State of Utah Experience:

Mr. Larsen has designed a wide variety of projects, primarily engineering steel, concrete, wood, and masonry construction. His main responsibilities are the structural design of wood framed residential and commercial office buildings, pre-engineered metal building foundations and the design of structural steel fueling canopies. His experience includes over 17 years as an engineer.

Sample Projects
LOUIS & COMPANY – 79,000 Square foot commercial warehouse building. Concrete tilt-up structure, SLC, UT
BINGHAM MEDICAL – 4,000 ft2 medical office, Blackfoot, Idaho DAVINCI ACADEMY REMODEL – 3-story unreinforced masonry building remodel to update structure for updated seismic requirements, Ogden, Utah WOLLAN CONSTRUCTION MASONRY BUILDING – 15,000 ft2 Commercial building, Sandy, Utah PRIMARY CARE SPECIALISTS – 9,000 ft2commercial building, Pocatello, Idaho

______________________________________________________________________________________________________ __________________________________________________________________________________ Civil Engineering Scope
Dry Creek Wastewater
October 27, 2025
Area West Engineers, Inc. (AWE) is a diversified land surveying, land planning and civil engineering firm based in Citrus Heights, California. They are a Certified Small Business in the State of California which was established in 1972 as Speath Engineering. Their name was changed in 1984 to Area West Engineers, Inc.

They provide high quality land surveying and civil engineering services to public agencies, developers of commercial and residential properties. Over the past
45 plus years, they have worked on various projects
which include improvement plan development,
encroachment permits, pipeline design, hydrology
studies, roadway design, right-of-way surveys, control
surveys, construction staking, topographic mapping,
storm water pollution prevention plan preparation,
storm water monitoring and inspections, and value
engineering. Area West Engineers, Inc. prides
themselves on staying up to date with the latest
technology available within the surveying field,
including the utilization of current instrumentation,
software and procedural techniques to ensure that
they exceed industry standards for accuracies. Their
office is currently staffed with two Professional Civil Engineers, one of whom is also licensed to practice
land surveying, one Professional Land Surveyor and
five support staff members.

Having worked on a multitude of projects within California over the course of many years, AWE has established a trusting relationship with public agencies and has extensive knowledge of a variety of public works standards and procedures.

Richard Rozumowicz, AWE principal, will serve as our Project Engineer. He brings more than forty years of experience to the project design and delivery process. Richard is hands on and participates at all stages of our projects. Richard will also be visible at meetings and will fulfill the QA/QC role.

Andrei Sapun will be responsible for the conceptual site demolition, utility grading and paving plans. He will coordinate his efforts with the project Architect and the Cityt. Andrei has been our project engineering designer for the last eight years. He has a history of working collaboratively with municipalities and agencies in the region. The success of our projects is the result of his innovative design and management solutions combined with sensitivity to economic considerations.

Area West Engineer’s approach to the delivery of our services is based on fundamental principles of leadership throughout all phases/tasks of the project planning and delivery process. We are listeners, AWE is a Certified Small Business by the
Department of General Services of the State of
California, Reference #0028787.

AWE is registered with the Department Of
Industrial Relations DIR #1000018090
AWE is a member of the following organizations:
• American Council of Engineering
Companies (ACEC)
• American Society of Civil Engineers
(ASCE)
• Sacramento Area Water Works
Association (SAWWA)
• California Land Surveyors Association
(CLSA)

______________________________________________________________________________________________________ __________________________________________________________________________________ Civil Engineering Scope
Dry Creek Wastewater
October 27, 2025
communicators and collaborators and look forward to engaging the District Staff, Technical Advisory Committee and the Board of Directors and the District’s Consultants and other stakeholders.

This proposal is based on our on-site meeting with you and District Staff, the three conceptual Site Plans developed by 19six Architects and the three “Survey” AutoCAD files you forwarded us.

Key Area West Inc. Personnel Resume:

Name: Richard Rozumowicz, PE 28217 Office Location Citrus Heights Position: Principal Area West Engineers, Inc. / Professional Civil Engineer Principal
Education: BS Civil Engineering, California State University Sacramento Years of Experience: 42 Years with AWE 40
Summary of Experience: Mr. Richard Rozumowicz is a licensed civil engineer authorized to practice land surveying in the state California. He has over thirty years of professional experience in providing civil engineering, environmental engineering, surveying and construction management services to both the private and public sectors. Mr. Rozumowicz has been the project manager and or project engineer for more than two thousand projects within the greater Sacramento area which include residential, institutional, commercial, industrial, and capital improvement projects. The projects have varied in size and complexity and have consisted of preliminary site reviews, preparing and processing planning entitlements, engineering feasibility studies, governmental processing and approvals, civil engineering improvement plans, grading design, ADA compliant design, horizontal and vertical road design to local and Cal-Trans standards, overlay of existing roads, striping and signage design to local and California MUTCD standards, street light design, water, sewer, drain design, hydrologic / hydraulic modeling, detention modeling, erosion control plan preparation, earthwork quantity calculations, cost estimating, and technical specification preparation, land surveying, construction staking and construction management. Mr. Rozumowicz’s engineering experience has aided him in gaining the respect of agency land use planners throughout the Sacramento area. Mr. Rozumowicz takes great pride in knowing and understanding the Zoning Codes for each municipality, giving him the unique ability to make sure his clients get their desired outcome without added time or expense.

Mr. Rozumowicz also held a General Engineering Contractor’s License (Class A) in the state of California for more than thirty years.

______________________________________________________________________________________________________ __________________________________________________________________________________ Civil Engineering Scope
Dry Creek Wastewater
October 27, 2025
Name: Andrei Sapun, PE, QSD/QSP Office Location Citrus Heights Position: Senior Engineer
Education: BS Civil Engineering, California State University Sacramento Years of Experience: 13 Years with AWE 8
Summary of Experience: Mr. Andrei Sapun has been a Licensed Professional Civil Engineer in the State of California since 2014. He has over thirteen years of professional experience in providing civil engineering, environmental engineering, surveying and construction management services to both the private and public sectors. He started his career with Tetra Tech, Inc. where he gained valuable experience with environmental remediation, construction oversight, infrastructure design and evaluation. Mr. Sapun’s experience varied from surveying project sites, preparation of grading plans, excavation evaluation, quantity calculations, field characterization of waste, sampling and analysis of waste materials, to field work on a variety of sites involving contaminant investigation, soil remediation and site closure.

Currently, Mr. Sapun is involved in in planning, permitting, design, construction support services, preparation of technical specifications and cost estimates, responding to RFI’s, attending on-site meetings with construction crews, environmental engineering and surveying services to private and public sector clients. Mr. Sapun’s work also includes development of site improvements for residential and commercial projects, Storm Water Pollution Prevention Plan preparation, construction monitoring and experience in hydrology and hydraulics related to drainage. He has completed numerous studies, has designed a variety of drainage facilities, and has managed several large diameter pipeline projects. Study work includes a variety of open and closed conduit hydraulic studies. Design experience includes a variety of conveyance facilities and structures, mainly related to drainage.

Mr. Sapun is a civil engineer with seven years of experience with construction oversight, topographical surveying, sample locations surveying, boundary surveying, improvement plans and civil site engineering. Mr. Sapun gained valuable experience in a wide array of private and public projects, ranging from residential to commercial and industrial developments.

Name: Charles Czapkay, PLS 8297 Office Location Citrus Heights Position: Licensed Land Surveyor
Education: AS Surveying, Santa Rosa Junior College, California Years of Experience: 23 Years with AWE 23
Summary of Experience: Mr. Charles Czapkay has been a Licensed Land Surveyor in the State of California since 2007. Throughout his 23 plus year career with Area West Engineers, Inc., he has played a vital role as Field Party Chief and coordinating with consultants and construction site foremen to get the job done right the first time. Project experience includes topographic, boundary, and construction staking on a wide variety of developments which include Corporation Yard Buildout projects. Mr. Czapkay will be responsible for reviewing the survey files provided by the District and coordinating any field and office operations for the project.

Mr. Czapkay is well recognized by our clientele for his hard work ethic, positive attitude, attention to detail, and energetic approach to every project he is a part of. He is also responsible for our “OnCall” Survey contacts with several local water purveyors.

CITY OF ROSEVILLE

DESIGN BUILD PROPOSAL
Part 2 – GMP COST PROPOSAL

Request for Proposals 08-167 September 24, 2025
Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project Page 33 Attachment E: GUARANTEED MAXIMUM PRICE, COST OF WORK AND FEE

1.0 TOTAL PROPOSED GUARANTEED MAXIMUM PRICE (GMP)
The undersigned proposes and agrees to contract with the City to perform all of the Work for the Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project including subsidiary obligations as defined in the Contract, for a Guaranteed Maximum Price (“GMP”) of
Four million fifty-two thousand eight hundred fifty-six dollars ($4,052,856.00) U.S. Currency
Subject to the provisions of this Proposal, and the Agreement, the costs and expenses which the Contractor may include in the “Cost of Work” for purposes of determining that aspect of the Contractor’s compensation are as set forth below. The Contractor’s total compensation, including Fee and allowable mark-ups, shall not exceed the GMP.

The GMP may be adjusted by Change Order in accordance with the Agreement.

2.0 BREAKDOWN OF GUARANTEED MAXIMUM PRICE
Proposer provides the breakdown of the Contractor’s GMP by major items of work as shown in Table E-1. The cost breakdown should sum to a total that equals the GMP given in this Attachment Section 1.0 – Total Proposed Guaranteed Maximum Price.

Table E-1: Breakdown of Guaranteed Maximum Price
Scope Area Cost
Architectural and Engineering Design Services (60/90/100 percent/Construction documents) and Permitting $149,498.00 Mobilization, Demobilization, Admin., Bonds, Insurance $232,308.00 Storm Water Pollution Prevention Plan Implementation $36,415.00 Demolition Activities $102,079.00
Sheeting/Shoring/Bracing (From Table E-5) $15,000.00
Sitework: Grading, Paving, Other Surfacing $945,660.00
Yard Piping: Trenching
All underground utility such as: piping, conduits, vaults, and handholes $191,989.00
Existing Building Improvements $41,840.00
New Building Construction: Foundation, Walls,
Architectural Components. $1,085,951.00
Interior Finishes for the Existing Building $125,745.00

Request for Proposals 08-167 September 24, 2025
Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project Page 34 Scope Area Cost
Interior Finishes for the New Building $52,021.00
HVAC and Plumbing Components for the Existing
Building $114,321.00
HVAC and Plumbing Component for the New Building $87,261.00 Fire Suppression for the Existing Building $6,097.00
Fire Suppression for the New Building $41,057.00
Electrical & Instrumentation Components: Conduit,
Lighting, Wire Devices, Motor Drives, Panels, Sensors,
Instruments for the Existing Building $159,978.00
Electrical & Instrumentation Components: Conduit,
Lighting, Wire Devices, Motor Drives, Panels, Sensors,
Instruments for the New Building $240,225.00
Calibration Start-up & Commission and Configuration 0
All Other Work $336,361.00
Mandatory Allowance Items (From Table E-6) $80,000
Voluntary Allowance Items Total (From Table E-7) $8,750.00 Total GMP: $4,052,856.00

3.0 COST OF THE WORK
The term “Cost of Work” means the sum of all costs necessarily incurred and paid by the Contractor for labor, materials, equipment, subcontractors, special services, bonds, liability, workers’ compensation and errors and omissions insurance, direct job overhead expenses, taxes and other necessary expenses incurred in the performance of the Work, that do not exceed the GMP.

3.1 Hourly Field Labor
The cost of hourly field craft labor for workers used in actual and direct performance of the work by the Contractor will be the sum of the following:

A. The actual wages paid plus any employer payments to, or on behalf of workers for fringe benefits including health and welfare, pension, vacation and similar purposes.

B. All payments imposed by State and Federal Laws including, but not limited to, workers’ compensation insurance, and social security payments. The rates used for workers’ compensation insurance shall be actual rates paid by the Contractor for each specific craft and broken down by wage rate if applicable to that craft.

Request for Proposals 08-167 September 24, 2025
Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project Page 35 C. Actual General Liability insurance burden, if applied to Contractor’s payroll.

3.2 Hourly Field Craft Labor Rates Limitations
The cost of hourly field craft labor for workers used in actual and direct performance of the work by the Contractor will be limited by the following:

A. Except as otherwise may be agreed to in writing by the City, the actual wages and benefits paid for manual classifications of Contractor’s on-site workers will not, in the aggregate, be greater than the current applicable wage for each classification as established by the State of California Department of Industrial Relations.

B. Specifically prohibited from the labor costs are other payroll burden factors such as small tools (as defined in Section 3.6-Construction Equipment), bonuses of any kind and safety incentives.

C. The Hourly Field Labor Rates will remain unchanged for the duration of the Project unless changed in accordance with an Industry Master Labor Agreement, if the Contractor is signatory to any such Agreements, changes by the Department of Industrial Relations, or changes made company-wide in the Contractor’s organization for a craft classification in the Project’s geographic area. All changes to these hourly field labor rates must be submitted by the Contractor to the City for review and approval prior to billing the City for work performed with new hourly labor rates. Increase in labor rates is not an allowable increase in the GMP.

3.3 Contractor’s Hourly Field Craft Labor Rates
A. Based on the requirements and limitations of Sections; 3.1-Hourly Field Craft Labor, and

3.2- Hourly Field Craft Labor Rates Limitations, the undersigned Proposer provides their hourly field labor rates set forth in Table E-2 for all labor employed by Contractor used in the performance all of the Work for the DCWWTP Collections Building Expansion Project.

B. The proposer is to list the crafts and classifications, up to foreman level, they anticipate using in the performance of the work when completing Table E-2. Should the contractor ultimately use a craft classification not listed in table below, the contractor will submit backup cost information for that craft classification to the City.

C. Contractor shall include the actual travel and/or subsistence costs, if any, as a separate line item under the labor cost category when submitting progress billings to the City.

Except as otherwise may be agreed to in writing by the City, the actual travel and/or subsistence costs will not be more than established in an applicable Master Labor Agreement or the State of California Department of Industrial Relations.

Request for Proposals 08-167 September 24, 2025
Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project Page 36 Table E-2: Hourly Rates. Contractor Name: D.G. Granade, Inc.

Craft Classification Base
Wage
Fringes Plus
Vacation
P/R Tax &
Insurance
Straight Time
Hourly
Rate
Overtime
Daily
/Saturday
Rate (1.5 X)
Overtime
Sunday
/Holiday
Rate (2 X)
Laborer - Area 2 Group 2 38.00 33.81 71.81 90.81 109.81 Laborer - Area 2 Group 3 37.90 33.81 71.71 90.66 109.61 Iron Worker - Area 4 50.70 35.655 86.355 111.705 137.055 Carpenter - Area 3 61.13 42.40 103.53 134.095 164.66
Cement Mason 49.00 34.56 83.56 108.06 132.56
Sheet Metal Worker Siding 52.95 41.75 94.70 122.31 149.91 Metal Roofer 46.73 21.36 68.09 91.455 114.82

Request for Proposals 08-167 September 24, 2025
Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project Page 37 Craft Classification Base
Wage
Fringes Plus
Vacation
P/R Tax &
Insurance
Straight Time
Hourly
Rate
Overtime
Daily
/Saturday
Rate (1.5 X)
Overtime
Sunday
/Holiday
Rate (2 X)

Request for Proposals 08-167 September 24, 2025
Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project Page 38

3.4 Management and Administrative Labor
A. Wages and Salaries of Contractor’s supervisory and administrative personnel assigned to this Project to directly manage and administer the Work: These positions may include a Principal-in-Charge, On-site Project Manager, On-site Project Engineer, On-site Superintendents, Yardman/Delivery Driver and On-site Administrative Assistant. These positions will be paid in accordance with the following Table E-3 for entire duration of the Project and include all labor burden, overhead and profit mark-ups. The Principal-inCharge can only charge for hours worked at the Site for this Project and can also charge for attendance of on-site Project Meetings. Any off-site Principal-in-Charge time spent on this Project shall be included in the Contractor’s Fee Schedule for the Project under the Contractor’s Fee subsection below.

B. The Contractor is allowed to charge up to a maximum of fifty (50) hours per week for each full-time assigned supervisory and administrative personnel even if an employee works more than fifty (50) hours in a week. The Contractor can only charge for supervisory and administrative hours if they also pay those same hours to the employee that worked up to fifty (50) hours in any given week. The Contractor is not allowed to charge for any supervisory and administrative personnel hours not paid to any employee.

Other company personnel such as Corporate Officers and Division/Area Managers (unless either are designated as the Principle-in-Charge), Quality Control Managers, Safety Officers, Project Schedulers, Project Coordinators, Estimators, Business Supervisors and Accountants are not allowed to charge any hours to the Project. The Proposer should include the anticipated cost of such personnel in the Contractor’s Fee Markup Schedule for the Project under the Contractor’s Fee Subsection 9.0 below.

C. Based on the above requirements for Management and Administrative Labor, the undersigned Proposer proposes the rates set forth in Table E-3 for all Management and Administrative labor employed by Contractor used in the performance all of the Work for the Dry Creek Wastewater Treatment Plant Collections Building Expansion Project.

Table E-3: Management and Administrative Labor Rates
Management and Administrative Position Hourly Rate
Project Manager $200
Project Manager Assistant $125
Superintendent $150
Payroll Manager $150
Office Assistant $100

Request for Proposals 08-167 September 24, 2025
Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project Page 39

3.5 Materials
The cost of all materials, including all factory testing, freight and delivery costs of materials, used in performing the work will be the cost to the Contractor from the supplier thereof. All discounts for early payment shall accrue to the Contractor unless the City’s payment to Contractor is paid to Contractor before discount payment is due in which case discount savings will be fully credited to the City on next progress billing. All rebates and all returns from the sale of surplus materials shall be credited to the Cost of the Work. Any rebates from future use of re-usable materials, such as concrete forming materials, shall be negotiated between the Contractor and City as materials are evaluated for possible Contractor re-use on other projects.

3.6 Construction Equipment
A. The undersigned Proposer proposes the initial Contractor Owned Equipment Rates set forth in Table E-4 for all Contractor Owned Equipment used in the performance all of the Work for the DCWWTP Collections Building Expansion Project. The rates found in this table for equipment owned by the Contractor will, in all cases, be understood to cover all fuel, supplies, repairs, maintenance, insurance, ownership, and incidental costs and no further allowances will be made for those items, unless specifically approved in writing by the City.

B. Equipment owned by Contractor will only be paid for the actual time equipment is used in performing work and will be rounded to the closest full hour if paid by an hourly rate.

C. Compensation for idle time of equipment through delays caused by the City will be made consistent with Article 6-Changes in the Work in the Design-Build Agreement, provided as Attachment D of this RFP; however, that the Owned Equipment Rates set forth below in Table E-4 will apply.

D. All changes to these equipment rates must be submitted by the Contractor to the City for review and approval prior to billing the City for work performed with new hourly rates.

Approved changes to equipment rates are not an allowable increase in the GMP.

E. The Proposer is to list the contractor owned construction equipment they anticipate using in the performance of the work when completing this table. Should the contractor ultimately use equipment not listed in table below, the Contractor will submit backup cost information for that equipment item to the City for approval.

F. Equipment not owned by Contractor which is rented by Contractor and used in performing work will be paid by the City based on actual invoiced cost to Contractor, plus actual fuel/lube costs, provided the rental rate is not in excess of rental rates established by distributors or equipment rental companies in the local area. Owneroperated equipment will also be paid by the City based on actual invoiced cost to Contractor provided the City does not deem any charges excessive. All transportation costs to move equipment on and off the Work will be paid by the City up to a maximum of four (4) hours total travel time each way.

G. For equipment with a value less than $500.00: The Contractor will be paid an amount of three percent (3%) of total hourly field labor costs as defined in paragraph 3.3- Contractor’s Hourly Field Craft Labor Rates above to cover the cost of small tools and safety supplies for work directly performed at the Site.

Request for Proposals 08-167 September 24, 2025
Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project Page 40 Table E-4: Contractor Owned Equipment. Contractor Name: D.G. Granade, Inc.

Equipment Description Hourly Rate Daily Rate
None
Attach additional sheets as needed.

3.7 Subcontractors and Sub Tier Subcontractors
The Contractor will be paid for all work performed by a subcontractor at the actual invoiced amount. Should a Subcontractor be required to perform extra work caused by a contract change order, the subcontractor will be allowed a mark-up as provided for in Article 6 of Volume 2 – Sample Agreement of this RFP.

3.8 Bonds and Insurance
The Contractor will be paid the actual cost for the 100% payment bond and 100% performance bond, as well as the cost of all insurance costs required for the Work (such costs are deemed a Cost of Work and are therefore contained within the GMP). Additional details regarding requirements for Bonds and Insurance are included in Volume 2 – Sample Agreement of this RFP under Article 9 – Insurance and Bonds; Indemnification.

Request for Proposals 08-167 September 24, 2025
Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project Page 41

3.9 Direct Job Overhead Expenses
The Contractor will be paid for the actual cost of job overhead expenses which may include such expenses as office trailers, storage vans, temporary fencing/security, toilets, dumpsters, waste removal, water, utility power, jobsite landline telephone costs, jobsite internet provider costs, reasonable room and board subsistence for employees who live farther than 40 miles from the Work Site or as required by California prevailing wage laws, copy machine, water cooler and any office furniture required for the Work needs, including mobilization and demobilization of same.

There will be no warranty reserve.

3.10 Taxes
The Contractor acknowledges it will be liable for all sales, use, gross receipts or other taxes, tariffs or duties related to the Work and that these taxes and tariffs are included in the GMP. All invoices to the City will include the applicable taxes and tariffs that are the Contractor’s responsibility and will not be shown as a separate line item on the Contractor’s invoice.

4.0 SHEETING AND BRACING
Each Proposal submitted in response to this RFP shall contain, as a separate cost item, adequate sheeting, shoring, and bracing, or equivalent method, for the protection of life or limb in trenches and open excavation, exceeding five (5) feet, which shall conform to applicable safety orders. By entering an amount for this cost item below, the Proposer warrants that its action does not convey tort liability to the City, the Engineer, the Construction Manager, the Funding Agencies and their respective officers, employees, agents, and subconsultants.

Table E-5: Total Amount for Worker Protection for Sheeting and Bracing Protection in trenches and Open Excavations –
Description Total Cost
Shoring $ 15,000

5.0 SPECIAL SERVICES
Special work or services are defined as that work not included in this agreement and characterized by extraordinary complexity, sophistication, or innovation or a combination of the foregoing attributes which are unique to the construction industry. These special services may include such services as registered land surveyor, licensed geotechnical engineer, licensed structural engineer, special testing or laboratory work. The Contractor will be paid for special services based on actual invoiced cost, provided the City does not determine any special services costs to be excessive.

6.0 MANDATORY PROPOSER ALLOWANCES
The City is allowed to propose allowances for portions of the Work. The following City’s cost allowances and allowance amounts must be included in the GMP:

Table E-6: Mandatory Proposer’s Cost Allowances

Request for Proposals 08-167 September 24, 2025
Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project Page 42 Item# Allowance Description Allowance
Amount
1 Underground Utility Allowance $50,000.00
2 Cardkey (access) Updates $30,000.00
Total of Allowances: $80,000.00
The allowance in this section is limited ONLY for the potential relocation of the existing electrical duct-bank and for the cardkey access updates and shall not be used for any other work.

Allowances shall not be considered for compensation as proposed shared savings as defined in Section 8.0 of this Attachment.

7.0 VOLUNTARY PROPOSER ALLOWANCES
The Proposer is allowed to propose allowances for minor portions of the Work. Proposers are limited to a maximum of three (3) proposed allowances and the total amount for all proposed allowances cannot exceed One Hundred Fifty Thousand Dollars ($150,000.00).

Each proposed allowance description should be well-defined. There is no scoring points assigned to any proposed allowances, but they may be discussed during the final negotiations with the highest ranked Proposer. Proposers are not required to propose an allowance item; it is strictly voluntary. Unused/Unauthorized Allowance monies, if any, shall not be subject to shared saving as defined in Section 10.0 of this Attachment.

The following Proposer’s cost allowances and allowance amounts are included in the GMP:

Table E-7: Voluntary Proposer’s Cost Allowances
Item# Allowance Description Allowance Amount
1 Import or export up to 250 yards of soil (None anticipated) $ 8,750.00 2 $
3 $
Total of Allowances: $ 8,750.00
Allowances shall not be considered for compensation as proposed shared savings as defined in Section 8.0 of this Attachment.

8.0 ITEMS NOT INCLUDED IN THE COST OF WORK:

A. Salaries and other compensation of Contractor's personnel stationed at Contractor's principal office or offices other than the Site, except as specifically provided in this Attachment E Section 3.4 – Management and Administrative Labor.

B. Expenses of Contractor's principal office and offices, other than the Site office.

C. Contractor’s General Overhead and Expenses, except as specifically provided for in the Contract Documents.

Request for Proposals 08-167 September 24, 2025
Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project Page 43 D. The capital expenses of Contractor, including interest on capital employed for the Work and charges to Contractor for delinquent payments.

E. Hours in excess of fifty (50) hours per week for each full-time assigned supervisory and administrative personnel even if a supervisory or administrative employee works more than fifty (50) hours in a week.

F. Costs due to correction of Defective Work, disposal of materials or equipment wrongfully supplied, and making good any damage to property.

G. Costs that would cause the GMP to be exceeded.

H. Any costs incurred after Owner's Final Acceptance of the Project.

9.0 CONTRACTOR’S FEE MARKUPS
A. The undersigned Proposer proposes the following mark-up fees for general overhead and profit in the performance all of the Work for the Dry Creek Wastewater Treatment Plant Collections Building Expansion Project as shown in Table E-8.

Table E-8: Contractor's Fee Mark-up Schedule
Attachment E
Section Cost Category
Fee Mark-Ups For
General Overhead
And Profit

3.1-3.3 Hourly Field Labor 15 %

3.4 Management and Administrative Labor Included in hourly rates

3.5 Materials 15 %

3.6 Construction Equipment 15 %

3.7 Subcontractors 10 %

3.8 Bonds and Insurance 1 %

3.9 Direct Job Overhead Expenses 15 %

3.10 Taxes 15 %
B. Based on the above percentages for each cost category, the Proposed Total Fee Markup-for General Overhead and Profit percentage included in the Contractor’s GMP is 12 %.

10.0 PROPOSED SHARED SAVINGS
In the event the final Cost of Work, plus the Proposed Total Fee Mark-up for General Overhead and Profit, is less than the GMP, as adjusted by the Change Orders, the undersigned Proposer proposes a sharing of the savings as follows.
100 % of the savings to the City
0 % of the savings to the Contractor

Request for Proposals 08-167 September 24, 2025
Design Build Construction of Dry Creek Wastewater Treatment Plant Collections Building Expansion Project Page 44 Percent of Savings to the Contractor must be a minimum of 20% plus the Total Fee Markup percentage for General Overhead and Profit as shown in the GMP (Paragraph 9.0.B).

Should there be savings shared, City will pay the Contractor its share of the savings at the same time as the final retention payment.

Notice of Exemption
To: Placer County Clerk From: City of Roseville
Recorder’s Office Development Services Dept.
2954 Richardson Drive 311 Vernon Street
Auburn, CA 95603 Roseville, CA 95678
Project Title: Wastewater Collections Building Expansion Project Project Location(s): 1800 Booth Road, Roseville, CA 95747.

Project Description: Wastewater Collections is initiating a new project at the Dry Creek Wastewater Treatment Plant to study and expand the current undersized building to add a conference/training room, expand warehouse storage and possibly add or relocate office space.

Utility improvements will also be required for the added building space. Using the study, the City will select final improvements and a preliminary design will be developed for a design build construction. The expansion of the building would result only in new office space and facilities for existing staff and would not result in expansions in capacity or service.

Public Agency Approving Project: Roseville City Council Agency/Individual Carrying Out Project: City of Roseville Environmental Utilities Department Reason why this Project is Exempt: The project qualifies for a Class 1 Categorical Exemption as described in Section 15301 of the California Environmental Quality Act (CEQA) guidelines which states:
“Class 1 (Existing Facilities) consists of … the minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of existing or former use… Examples include, but are not limited to: (e) additions to existing structures provided that the addition will not result in an increase of more than: (1) 50 percent of the floor areas of the structures before the addition, or 2,500 square feet, whichever is less.”
The project consists of the study of an expansion of the building to add a conference/training room, warehouse storage space, and to possibly add or relocate office space for existing staff.

The project would not result in expansion of capacity or service. Consequently, the Class 1 Categorical Exemption applies.

Lead Agency Contact Person: Tracie Mueller, Roseville Department of Environmental Utilities (916-774-5688).

Signature: Date: 08-21-2023
Jessica Lynch, Environmental Coordinator
City of Roseville

City Council
Communication
Meeting Date: 5/6/2026
Item #: VI.5
File #: 0800-03
Item ID: 2026-268
Title: Electric Residential Customer Program – Amendment Contact: Andrea Blomquist 916-774-5317 [email protected]

SUMMARY
Staff recommends approval of an amendment to the professional services agreement with EnergyHub Incorporated, eliminating enrollment processing support language and reducing costs of $20,000 annually.

The updated total cost of the five-year agreement is not to exceed $1,750,000, based on customer participation, and the City is currently in year two of the agreement. The cost for services in FY2026-27 is estimated at $275,000 and funding is included in the proposed FY2026-27 Electric Department budget in the Electric Fund. Future year funding will be included in the respective Electric Department budgets and is contingent on City Council approval.

RECOMMENDATION
Staff recommends that the City Council adopt a resolution to authorize the City Manager to execute the First Amendment to the Statement of Work for the Bring Your Own Thermostat Agreement with EnergyHub, Inc.

BACKGROUND
Roseville Electric Utility’s (REU) residential demand response program, Power Flex, provides an opportunity for customers to voluntarily enroll through their smart thermostat. Utilizing EnergyHub software, REU will be able to temporarily adjust participating customers' smart thermostats during peak demand and decrease the amount of energy strain on the electrical grid. In return for their participation, customers receive a one-time program sign-up incentive of $25 and an annual bill credit of $25 for continued program participation.

The services provided by EnergyHub included enrollment processing support. Because these services are being completed by City team members, this item is being removed from the agreement, reducing the overall cost of the agreement by $20,000 annually.

FISCAL IMPACT
The updated total cost of the five-year agreement is estimated not to exceed $1,750,000, based on customer participation, and the City is currently in year two of the agreement. The cost for services in FY2026-27 is estimated at $275,000 and funding is included in the proposed FY2026-27 Electric Department budget in the Electric Fund. Future year funding will be included in the respective Electric Department budgets and is contingent on City Council approval.

ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) only applies to projects which have the potential to cause a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not

subject to CEQA. (CEQA Guidelines §15061(b)(3)).

The amendment meets the above criteria and is not subject to CEQA. No additional environmental review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

2. Remain fiscally responsible in a changing world

6. Deliver exceptional City services
Respectfully Submitted,
Andrea Blomquist, Senior Energy Services Account Representative Daniel Beans, Electric Utility Director
ATTACHMENTS:

1. Resolution 26-121

2. Energy Hub Amendment - Signed 04.06.26
REVIEWERS:

Matthew Sakamoto, Electric Department - Customer & Government Relations Created/Initiated - 4/6/2026 Bill Chaplin, Electric Department - Customer & Government Relations Approved - 4/9/2026 Shawn Matchim, Electric Department - All Approved - 4/16/2026 Daniel Beans, Electric Department - All Approved - 4/16/2026 Kelly Aye, City Attorney Department Approved - 4/21/2026 Katrina Six, City Clerk Department Approved - 4/21/2026 Ryan DeVore, City Manager Department - Assistant City Manager Approved - 4/21/2026 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 4/21/2026 Michelle Sheidenberger, City Attorney Department Approved - 4/23/2026 Dominick Casey, City Manager Department - City Manager Approved - 4/23/2026 Katrina Six, City Clerk Department Final Approval - 4/23/2026

RESOLUTION NO. 26-121

APPROVING A FIRST AMENDMENT TO THE STATEMENT OF WORK, BY AND BETWEEN THE CITY OF ROSEVILLE AND ENERGY HUB, INC., AND AUTHORIZING

THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE

CITY OF ROSEVILLE
WHEREAS, a First Amendment to the Statement of Work for the Bring Your Own Thermostat Agreement, by and between the City of Roseville and EnergyHub, Inc., has been reviewed by the City Council; and

NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said first amendment is hereby approved and that the City Manager is authorized to execute it on behalf of the City of Roseville.

PASSED AND ADOPTED by the Council of the City of Roseville this ___ day of ______________, 2026, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:
______________________________
MAYOR
ATTEST:
________________________
City Clerk

 



City Council
Communication
Meeting Date: 5/6/2026
Item #: VI.6
File #: 0800-03
Item ID: 2026-307
Title: Metering Services for Energy Imbalance Market – Professional Services Agreement Amendment
Contact: Joe Pasco 916-746-1663 [email protected]

SUMMARY
Staff recommends approval of an amendment to the professional service agreement with Trimark Associates, Inc. for an additional one year for continued metering services for the Energy Imbalance Market. The cost of the one-year amendment is $69,835, bringing the total not-to-exceed amount of the agreement to $236,525. Funding is included in the Electric Department's FY2025-26 budget in the Electric Fund. Funding for future years will be contingent on approval of the respective year's budget.

RECOMMENDATION
Staff recommends that the City Council adopt a resolution authorizing the City Manager to execute the First Amendment to Professional Services Agreement with Trimark Associates, Inc. for metering services.

BACKGROUND
On September 4, 2019, the Roseville City Council approved execution of a participation agreement with Balancing Authority of Northern California (BANC) to join the California Independent System Operator’s (CAISO) Western Energy Imbalance Market (EIM) as part of the BANC Phase 2 EIM implementation effort.

A key requirement of participation in EIM is the ability to electronically send validated wholesale meter readings for Roseville’s owned power plants and the energy coming into or out of the City to CAISO.

On May 12, 2020, Roseville Electric Utility solicited proposals through Request for Proposals (RFP) 07-077 for metering services for EIM. Trimark Associates, Inc. was selected through the evaluation process.

Trimark Associates, Inc., is a leading service provider in California for grid scale metering services. The original contract terms were for a not-to-exceed (NTE) amount of $166,690, which was estimated for approximately 5 years of service. The RFP included three (3) optional one-year extensions after the NTE amount was exhausted. This NTE amount will be exhausted in April 2026.

FISCAL IMPACT
The cost of the one-year amendment is $69,835, bringing the total NTE amount of the agreement to $236,525. Funding is included in the Electric Department's FY2025-26 budget in the Electric Fund.

Funding for future years will be contingent on approval of the respective year's budget.

ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment, or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378. The

approval of the service agreement meets the above criteria and is not subject to CEQA. No additional environmental review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

2. Remain fiscally responsible in a changing world

6. Deliver exceptional City services
Respectfully Submitted,
Joe Pasco, Electric Business Analyst
Daniel Beans, Electric Utility Director
ATTACHMENTS:

1. Resolution 26-113

2. Signed Agreement - Trimark Associates

3. 2 Original 2020 CC and Agreement

4. 3 RFP 07-077 - Metering Services for EIM
REVIEWERS:

Joe Pasco, Electric Department - Resource Planning & Generation Created/Initiated - 4/16/2026 William Forsythe, Electric Department - All Approved - 4/16/2026 Shawn Matchim, Electric Department - All Approved - 4/17/2026 Daniel Beans, Electric Department - All Approved - 4/17/2026 Kelly Aye, City Attorney Department Approved - 4/20/2026 Katrina Six, City Clerk Department Approved - 4/20/2026 Ryan DeVore, City Manager Department - Assistant City Manager Approved - 4/20/2026 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 4/21/2026 Michelle Sheidenberger, City Attorney Department Approved - 4/23/2026 Dominick Casey, City Manager Department - City Manager Approved - 4/24/2026 Katrina Six, City Clerk Department Final Approval - 4/24/2026

RESOLUTION NO. 26-113

APPROVING A FIRST AMENDMENT TO PROFESSIONAL SERVICES AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND TRIMARK ASSOCIATES, INC., AND

AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE

CITY OF ROSEVILLE
WHEREAS, a First Amendment to Professional Services Agreement for Metering Services for Energy Imbalance Market, by and between the City of Roseville and Trimark Associates, Inc., has been reviewed by the City Council; and

NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said first amendment is hereby approved and that the City Manager is authorized to execute it on behalf of the City of Roseville.

PASSED AND ADOPTED by the Council of the City of Roseville this ___ day of ______________, 2026, by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:
______________________________
MAYOR
ATTEST:
________________________
City Clerk

REQUEST FOR PROPOSALS
Metering Services:

Scheduling Coordinator Metered Entity (SCME) Services for Energy Imbalance Market (EIM)
DUE: June 4, 2020
3:00 PM
Deliver to:

[email protected]

Metering Services: Scheduling Coordinator Metered Entity (SCME) Services for Energy Imbalance Market (EIM)

TABLE OF CONTENTS
SECTION Page

1.0 INTRODUCTION 4

2.0 TENTATIVE PROJECT SCHEDULE 5

3.0 SCOPE OF SERVICES 6

4.0 ASSURANCE OF DESIGNATED PROJECT TEAM 8

5.0 PROPOSAL FORMAT REQUIREMENTS 8

6.0 SUBMITTAL INSTRUCTIONS 11

7.0 EVALUATION CRITERIA 11

8.0 SELECTION PROCESS 12

9.0 GENERAL TERMS AND CONDITIONS 13

10.0 ATTACHMENTS 18
PROPOSER’S CERTIFICATION 18
SAMPLE CONTRACT 19
OTHER ATTACHMENTS 32

1.0 INTRODUCTION
The City of Roseville (hereinafter “City”), is soliciting proposals for Metering Services: Scheduling Coordinator Metered Entity (SCME) Services for Energy Imbalance Market (EIM). This will be a competitive negotiation process. Qualified individuals, firms, contractors, consultants or entities (hereinafter “Consultant(s)”), that meet the requirements set forth in this Request for Proposals (hereinafter “RFP”), and are capable of providing the services requested are encouraged to participate.

1.1 BACKGROUND
City of Roseville Electric Utility (Roseville) is seeking a contractor to assist Roseville with:
• Meter planning and validation efforts associated with Roseville’s CAISO EIM “Track 5” implementation efforts
• Perform on-going meter testing, calibration, and maintenance in accordance with good utility practice outlined in BANC’s metering standards, and
• Provide on-going CAISO settlement quality meter data management (SQMD) services in support of Roseville’s EIM settlements.

Roseville will join the California Independent System Operator’s (CAISO) Western Energy Imbalance Market (EIM) on April 1, 2021, as part of the Balancing Authority of Northern California (BANC) Phase 2 EIM implementation project, and Roseville will be a Scheduling Coordinator Metered Entity (SCME).

Roseville has a number of meters that will be covered under this service agreement, including the following:

Site Name
Main Meter
Device ID
Meter Model Back-up
Meter
Device ID
Roseville Berry Line 1 * 5818501
Roseville Berry Line 2* 5818503
Roseville Fiddyment * 5818505
Roseville Fiddyment 2**
Roseville Unit 1 5910072 Maxsys 2510 (or Quad 4)
Roseville Unit 2 5910073 Maxsys 2510 (or Quad 4)
CTG-1 Main 5910597 Landis and Gyr Maxsys 2510 5910598
CTG-2 Main 5910599 Landis and Gyr Maxsys 2510 5910600
STG Main 5910601 Landis and Gyr Maxsys 2510 5910602
*Intratie meters maintained by WAPA, but read by Contractor ** Meter planned for future installation

1.2 CITY OVERVIEW
The City of Roseville is an incorporated city with a population of more than 122,000 residents, located in Placer County off of Interstate 80, approximately 16 miles northeast of Sacramento, California. The City of Roseville is a Charter city operating under the City Council/City Manager form of government.

1.3 INSTRUCTIONS
This RFP includes a description of the scope of services, proposal requirements, and instructions for submitting your proposal. Failure to follow these instructions may result in rejection of your proposal.

No oral representations or interpretations will be made to any proposer as to the meaning of this RFP.

Direct all inquiries regarding this RFP in writing to:

City of Roseville
Roseville Electric
Attn: Jennifer Gonzales
Email: [email protected]
Do not contact other individuals or City departments in this regard. Information provided by anyone other than the above contact may be invalid and proposals which are submitted in accordance with such information may be declared non-responsive.

In the event that it becomes necessary to revise any part of this RFP, written addenda will be issued. Any amendment to this RFP is valid only if it is in writing and issued by the City department issuing the RFP.

No oral interpretations or answers shall bind the City unless confirmed by the City in writing.

All addenda for this RFP will be distributed through PublicPurchase.com to proposers who have registered with PublicPurchase.com and who have downloaded the RFP. Additionally, the Notice of Intent to Award will be posted on PublicPurchase.com. It is the proposer’s sole responsibility to monitor PublicPurchase.com for possible addenda to this RFP and for the Notice of Intent to Award. Failure of proposer to retrieve addenda or the Notice of Intent to Award from PublicPurchase.com shall not relieve him/her of the requirements contained therein or the timelines associated therewith. Additionally, failure of proposer to return a signed addendum, when required, may be cause for rejection of his/her proposal.

2.0 TENTATIVE SCHEDULE
The following represents the tentative schedule for this RFP. Any change in the scheduled dates for the Deadline for Final Questions or Proposal Submission Deadline will be advertised in the form of an addendum to this RFP. The schedule for the evaluation process and other future dates may be adjusted without notice.

RFP Released by the City……………………………… May 12, 2020
Deadline for Final Questions…………………………... May 26, 2020
City Responses to Written Questions………………….. May 28, 2020 Proposal Submission Deadline………………………… June 4, 2020
Consultant Interviews as needed………………………. June 10, 2020 – June 12, 2020 Contract Approval by City Council……………………. July 15, 2020

Commencement of Services.……………………………. July 17, 2020

3.0 SCOPE OF SERVICES
Contractor’s Tasks
The services contractor will assist Roseville Electric with the following tasks:

Task 1
CAISO EIM implementation metering requirements and deliverables outlined in the CAISO “EIM Track 5 Overview – Metering” Business Practice Manual. Task 1 shall be completed before Roseville’s successful entry into EIM, scheduled on April 1, 2021. A summary of these tasks and deliverables may include but are not limited to:
a. Develop and provide an SQMD Plan for review by Roseville Electric and their Scheduling Coordinator (SC) for submittal to the CAISO b. CAISO approved SQMD Plan
c. CAISO EIM Onboarding tasks
d. Creation of a meter bubble diagram
e. EIM metering portfolio design
f. EIM metering portfolio testing and validation
g. Meter reading plan and data collection timeline using an MV-90 system h. Coordinating with Roseville Electric and their SC, a validation, editing and estimation (VEE) procedure
i. Assure the meter service entity is properly identified on all appropriate CAISO agreements
j. Be capable and ready to participate in the three phases of Meter Data Submission, including:
i. EIM Day in the Life activities
ii. EIM Market Simulation
iii. EIM Parallel Ops
k. Complete all MV-90 Database Setup including Calculation of City’s Native Loads for submittal of required EIM SQMD
Task 2
On-going EIM Meter Data Management Agent (MDMA) services to comply with CAISO Settlement Quality Meter Data (SQMD) submission and reporting requirements which are subject to change by CAISO and may include:

a. Performing defined Validation, Estimation, and Editing (VEE) protocols to produce SQMD. These protocols are applied to all SQMD on a daily and monthly basis to identify and correct erroneous data, fill gaps in missing data and/or provide reasonable estimates for unrecoverable data. Secondary data streams can be provided by Roseville for VEE purposes.
b. Submitting SQMD to the CAISO MRI-S interface at the specified intervals for EIM participation
c. Comply with any other ongoing, day-to-day EIM obligations as described in the Scheduling Coordinators for Scheduling Coordinator Metered Entity Responsibilities section of the CAISO Meter Business Practice Manual.

Task 3
On-going meter operations and maintenance for non-intratie meters, including testing, and compliance in accordance with the BANC local regulatory authority (LRA) compliance requirements
a. Perform meter testing in accordance with the BANC standards, including but not limited to:
i. Testing performed at least every other year thereafter in accordance with LRA requirements
ii. Meter measurement interval configuration in accordance with CAISO EIM requirements (5 minute intervals, or as required by CAISO SQMD requirements)
b. Perform meter planned maintenance, emergency support, equipment failure, and meter data communications support services
c. Monitoring on going SQMD and reporting any adverse trends d. Perform the annual SQMD Plan Affirmation
e. Perform the bi-annual SQMD Plan Attestation

3.1 Multiyear Agreements - The initial contract will be from date of award through June 30, 2025.

The City reserves the right to renew the contract for three (3) additional years, one year at a time at its sole discretion. The vendor receiving the contract award for the initial contract will retain that contract award throughout the life of the contract, including the optional renewal years.

The initial contract will be awarded based on the prices determined through the initial contract negotiation process. Sixty days prior to the expiration date of the current contract, the City is willing to re-negotiate out-year pricing (increases and/or decreases) based on market fluctuations. The pricing for each renewal year will be evaluated based on what the City deems to be fair and reasonable pricing. Any requests made by the vendor for a price increase must be fully documented utilizing an appropriate Consumer or Producer Price Index or other relevant market data to justify a price change. In its request for price increases Seller shall cite sources, specific conditions, and document how those conditions affect the cost. The City of Roseville is also willing to re-negotiate pricing if it is affected by catastrophic circumstances (example: unforeseen national/world crisis or acts of God).