Agenda packet, regular meeting — Roseville City Council, June 17, 2026 (part 2 of 22)

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Submitted by Applied Landscape Materials for RFP: 13-181 Landscape Bark and Playground Engineered Wood Fiber Materials and Services Tab E: Project Plan
Applied Landscape Materials, Inc. (ALM) utilizes a structured, repeatable project execution process designed to ensure clear communication, efficient coordination, and consistent results across all project locations. This process has been refined over more than 20 years of performing municipal installations and further tailored specifically to the City of Roseville based on direct experience, ensuring minimal disruption, consistent execution, and predictable outcomes.

Each project is managed through the following phases:

1. Scope Confirmation & Site Review
• Sales / Project Lead coordinates with City staff to confirm scope, priorities, and site requirements
• Superintendent (Field Operations) conducts site walk (as needed) to evaluate access, staging, and installation conditions

2. Project Planning & Resource Allocation
• Superintendent determines required equipment, crew size, and sequencing based on site conditions
• Project Coordinator schedules crews, equipment, and material delivery • Traffic control requirements and site-specific considerations are identified and incorporated into the plan

3. Scheduling & Coordination
• Project Coordinator confirms installation date, start time, and estimated duration with City staff
• Final schedule and execution plan are communicated prior to mobilization

4. Mobilization & Installation
• Field Operations Team (Superintendent, Crew Leads, Installation Crews) executes installation using high-capacity blower trucks
• Material is installed efficiently using controlled blower application, with reach up to approximately 500 feet from staging location
• Blower speeds and application methods are adjusted in real time based on site conditions

5. Site Management & Quality Control
• Superintendent oversees on-site operations, ensuring adherence to scope, safety standards, and quality expectations
• Traffic control and public safety measures are actively managed during installation • All over-spray or displaced material is cleaned and restored upon completion

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Submitted by Applied Landscape Materials for RFP: 13-181 Landscape Bark and Playground Engineered Wood Fiber Materials and Services

6. Project Completion & Verification
• Superintendent performs final quality inspection
• Project Coordinator / Sales Lead communicates completion to City staff and confirms satisfaction
• Any follow-up items are addressed promptly
Operational Advantages
• Self-perform model ensures all work is completed by ALM personnel, providing consistent quality and direct accountability
• Integrated coordination between field, scheduling, and delivery teams reduces delays and miscommunication
• Responsive scheduling allows ALM to adjust timelines and address City requests efficiently

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Submitted by Applied Landscape Materials for RFP: 13-181 Landscape Bark and Playground Engineered Wood Fiber Materials and Services Tab F: Cost Proposal
Applied Landscape Materials, Inc. (ALM) proposes the following unit pricing structure, with costs broken out by material and installation as requested. Pricing is designed to provide the city with transparent, competitive, and directly comparable rates across all service categories.

All pricing reflects ALM’s commitment to delivering the lowest responsible cost while maintaining consistent service quality and execution reliability.

There are no minimum order requirements, no additional fees, and no reimbursable expenses associated with this proposal.

All work will comply with applicable Department of Industrial Relations (DIR) prevailing wage requirements. The Department of Industrial Relations has determined the wage classifications for this type of work to be Laborer Group 3 and Landscape Operator Engineer Group 2. ALM pays the appropriate hourly rate as published by the DIR on all Public Works Projects.

A typical installation of one truck load (50-60 cubic yards) of material takes a 2 -3 person crew 1-2 hours, depending on complexity of the project.

Blow-in Installation Material and Laber per cubic yard:

1. Landscape Bark:

Natural “Walk On” Bark: $25 / Cubic Yard*
Labor to Install $18 / Cubic Yard
Recycled Bark: Dark Brown / Mocha Color $20 / Cubic Yard* Labor to Install $18 / Cubic Yard

2. ASTM Certified Playground Engineered Wood Fiber:

Material $12 / Cubic Yard*
Labor to Install $14 / Cubic Yard
Drop Shipment of Material Delivered within Roseville City Boundaries:

Natural “Walk On” Bark: $30 / Cubic Yard*
Recycled Bark: Dark Brown / Mocha Color $25 / Cubic Yard* Playground Engineered Wood Fiber $18 / Cubic Yard*
*Material prices are exclusive of applicable local sales tax.

MSDS and EWF Certifications are attached.

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Submitted by Applied Landscape Materials for RFP: 13-181 Landscape Bark and Playground Engineered Wood Fiber Materials and Services Tab G: Required Statements and Documents
Applied Landscape Materials, Inc. (ALM) hereby provides the following statements of assurance in accordance with the requirements of this Request for Proposal:

1. Team Continuity
• ALM agrees that designated project team members will not be substituted without prior written approval from City staff, except in cases of unforeseen circumstances.

2. Conflict of Interest
• ALM confirms that it has no known conflicts of interest related to this proposal or the services to be provided under this contract.

3. Indemnification and Insurance
• ALM acknowledges and agrees to comply with all indemnification and insurance requirements as outlined in Section 10.7 of the sample contract. Certificates of insurance will be provided upon award, as required.

4. Non-Proprietary Submission
• ALM confirms that no portion of this proposal is proprietary, and that all submitted materials may be subject to public disclosure in accordance with applicable laws.

Required Documents (Attached)
• Proof of registration with the California Secretary of State • Executed copy of Proposer’s Certification (Attachment A) • Completed Levine Act Disclosure Statement (Attachment B) • Contractor Licenses (Attachment C)
• Subcontractor List (Attachment D) (Note: ALM does not utilize subcontractors for this scope of work)
• Executed Non-Collusion Declaration (Attachment E)

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Submitted by Applied Landscape Materials for RFP: 13-181 Landscape Bark and Playground Engineered Wood Fiber Materials and Services

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Submitted by Applied Landscape Materials for RFP: 13-181 Landscape Bark and Playground Engineered Wood Fiber Materials and Services Tab H: Exceptions
Applied Landscape Materials, Inc. (ALM) takes no exceptions to the Scope of Services or other requirements of this RFP, including the Sample Contract (Attachment F).

ALM’s proposal is based on unit pricing. The pricing provided shall remain in effect through June 30 following the initiation of the Contract Purchase Agreement. No minimum quantities are required, and there is no limitation on the total volume of material that may be ordered.

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Submitted by Applied Landscape Materials for RFP: 13-181 Landscape Bark and Playground Engineered Wood Fiber Materials and Services Tab I: Competency of Proposer
Applied Landscape Materials, Inc. (ALM) possesses the facilities, operational capacity, experience, and financial resources necessary to perform the services described in this RFP in a consistent and timely manner.

Legal and Financial Standing
• ALM confirms that, within the past seven (7) years, the company has had no pending or resolved bankruptcies, liens, stop payment notices, judgments, foreclosures, or similar financial actions that would impact its ability to perform the work described herein.
• ALM further confirms that it has not been terminated for cause or breach of contract by any client.

Claims and Dispute History
• ALM has not been subject to any material lawsuits, arbitrations, or mediations that would adversely affect its financial condition or its ability to successfully perform contracted services.

Financial Resources and Operational Capacity
ALM maintains sufficient financial resources to support ongoing operations, including:
• A full-time workforce across field operations, delivery, and administrative functions • Ownership and maintenance of a dedicated fleet of installation and delivery equipment
• Established relationships with material suppliers to ensure consistent supply ALM’s self-perform model eliminates reliance on subcontractors, ensuring continuity of service, consistent staffing, and direct control over execution.

Continuity of Performance
ALM’s organizational structure and operational model are designed to ensure uninterrupted service delivery, including the ability to:
• Maintain adequate staffing levels to meet demand
• Deploy multiple crews and equipment across concurrent projects • Respond to scheduling changes or additional service requests without disruption Statement of Capability
• Based on its financial stability, operational structure, and demonstrated experience, ALM is fully capable of maintaining continuous performance and meeting the City’s service requirements throughout the duration of the contract.

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Attachment C

CONTRACTOR LICENSES
List the licenses held by your company and/or employees. The following representations are made under penalty of perjury:

CA State Lic. No. Name on License Class/Type Expiration Date _________ _____________ _________ _________
_________ _____________ _________ _________
_________ _____________ _________ _________
_________ _____________ _________ _________
Do you have a City of Roseville Business License? Yes____ No____ License #____________
*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:
*____________________________________________
23 906546 Applied Landscape Materials Inc C61 / D64 08/31/2026 X
00827215
1000011263 Exp. 06/30/2027

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Attachment D

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 __________________________ 24 N/A

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LICENSE

TO BE POSTED IN A CONSPICUOUS PLACE
BUSINESS NAME:

BUSINESS LOCATION:

BUSINESS OWNER:

Business License Number:

Effective Date:

DESCRIPTION:

Expiration Date:

BUSINESS LICENSE CERTIFICATE

NOT TRANSFERABLE
6410 SADDLEBROOK WAY
ROCKLIN, CA 95677-4501

SPECIAL TRADE
CONTRACTOR C61, D64

GREG JANDA

APPLIED LANDSCAPE MATERIALS
4500 PACIFIC ST STE O
ROCKLIN, CA 95677-2000
8839 N Cedar Ave #212
Fresno, CA 93720-1832
License Division - 916-727-6868
"For Services Provided in the
City of Roseville, California Only"
BRENDAN IMMERS Special Conditions:

APPLIED LANDSCAPE MATERIALS

CONTRACTOR - SPECIALTY
January 01, 2026
December 31, 2026
00827215
APPLIED LANDSCAPE MATERIALS:

Thank you for your payment on your City of Roseville Business License. ALL CERTIFICATES MUST BE AVAILABLE FOR INSPECTION UPON REQUEST. If you have questions concerning your business license, contact the Business Support Center via email at [email protected] or by telephone at 916-727-6868.

Keep this portion for your license separate in case you need a replacement for any lost, stolen, or destroyed license. A fee may be charged for a replacement or duplicate license.

Starting January 1, 2021, Assembly Bill 1607 requires the prevention of gender-based discrimination of business establishments. A full notice is available in English or other languages by going to: https://www.dca.ca.gov/publications/

CITY OF ROSEVILLE

BUSINESS TAX CERTIFICATE

BUSINESS LICENSING
8839 N CEDAR AVE # 212
FRESNO, CA 93720-1832
Date of Issue: 01/01/2026
GREG JANDA License Number: 00827215

APPLIED LANDSCAPE MATERIALS
4500 PACIFIC ST STE O
ROCKLIN, CA 95677-2000

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Public Works Support
Contractor Registration Search
Project Registration Search
Services
Your information 
GJ
GJ Greg Janda Janda
Logout
TRANSACT0029530
Transaction Record
First Name
Greg Janda
Last Name
Janda
Renewal Amount
800
Penalty Amount
0 Payment Amount
6/13/25, 12:34 PM %table %t form - DIR Services
https://dirhelp.service-now.com/gsp?id=cdir_form&table=x_cdoi2_csm_portal_transaction_record&sys_id=f1793bee97c2ee1072c875611153af86 1/3

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800
Payment Period
2 Registration Valid Date
2025-07-01
Registration Violation Penalty Required
Penalty of Perjury Acceptance Date
2025-06-13 12:25:11
Name
Greg Janda Janda
No
User Account Email
[email protected]
Confirmation Number
25061355265695
 Transaction Status
Number
TRANSACT0029530
Payment URL
Click here
Is this registration a renewal of an existing registration Successful
6/13/25, 12:34 PM %table %t form - DIR Services
https://dirhelp.service-now.com/gsp?id=cdir_form&table=x_cdoi2_csm_portal_transaction_record&sys_id=f1793bee97c2ee1072c875611153af86 2/3

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Activity
Related Lists
Registration Dates for this Transaction 1
Registration Dates
Contractor Registration Start Date Registration End Date Registration Status 1000011263 -

APPLIED

LANDSCAPE
MATERIALS...
2025-07-01 2027-06-30 Future
Rows 1 - 1 of 1
Activity
No readable comment field
Registration Date 1

 
Terms & Conditions
Privacy Policy
Disclaimer
Nondiscrimination Notice
Accessibility
dir.ca.gov
Copyright 2024 State of California
6/13/25, 12:34 PM %table %t form - DIR Services
https://dirhelp.service-now.com/gsp?id=cdir_form&table=x_cdoi2_csm_portal_transaction_record&sys_id=f1793bee97c2ee1072c875611153af86 3/3

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Applied Landscape Materials, Inc.
4500 Pacific St. Suite O
Rocklin, CA 95677
(800) 256-7147
Product Specification Sheet
For
APPLIED LANDSCAPE DECORATIVE MULCH – FIR WALK-ON
Mulch. While there is currently no statutory or regulatory definition for mulch, it is commonly defined as a soil covering used to control weeds or erosion, retain moisture in soil, and insulate soil from cold weather. It is also used for aesthetic purposes. Organic materials commonly used for mulch include wood chips, ground-up landscape trimmings, shredded bark, coarse compost material, straw, and shredded paper. Non-organic materials include crushed concrete and brick, stones and gravel, lava rock, and plastic film.

Applied Landscape’s Decorative Mulch is a 100% virgin wood that has been screened to size. Applied Landscape’s Decorative Mulch may be used in the following applications:
• Weed suppression
• Erosion control
• Topsoil production
• Dust abatement
• Moisture retention in soil
• Landscape area top-dressing/decoration
• Hiking and equestrian trail maintenance
Color: Natural Fir Bark
Particle size: 1” – 3”
Application recommendations:

Use gloves to spread mulch evenly over bare soil to depth of 3-4 inches. Replenish annually.

Photo: https://www.appliedlandscapematerials.com/img/bark/new/Walkon.JPG

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Applied Landscape Materials, Inc.
4500 Pacific St. Suite O
Rocklin, CA 95677
(916) 626-9603
Product Specification Sheet
For
APPLIED LANDSCAPE DECORATIVE MULCH – MAHOGANY BROWN
Mulch. While there is currently no statutory or regulatory definition for mulch, it is commonly defined as a soil covering used to control weeds or erosion, retain moisture in soil, and insulate soil from cold weather. It is also used for aesthetic purposes. Organic materials commonly used for mulch include wood chips, ground-up landscape trimmings, shredded bark, coarse compost material, straw, and shredded paper. Non-organic materials include crushed concrete and brick, stones and gravel, lava rock, and plastic film.

Applied Landscape’s Decorative Mulch is a 100% recycled wood that has been screened to size. The wood has been dyed a dark brown color. Applied Landscape’s Decorative Mulch may be used in the following applications:
 Weed suppression
 Erosion control
 Topsoil production
 Dust abatement
 Moisture retention in soil
 Landscape area top-dressing/decoration
 Hiking and equestrian trail maintenance
Color: Natural wood dyed brown
Particle size: 3/8” – 2”
Application recommendations:

Use gloves to spread mulch evenly over bare soil to depth of 3-4 inches.

Replenish annually.

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Applied Landscape Materials, Inc.
4500 Pacific St. Suite O
Rocklin, CA 95677
(916) 626-9603
APPLIED LANDSCAPE MATERIALS – CedarSafe Playground EWF
Applied Landscape’s CedarSafe Certified Playground Engineered Wood Fiber (EWF) is 100% virgin cedar that has been screened to size. Cedar’s self-protective qualities resist insects and mold better than any other wood species. CedarSafe does not contain dye or chemical additives of any kind. It is 100% natural. We intentionally do not use inferior wood species such as pine, douglas fir and white wood as they do not meet our quality standards.

CedarSafe Certified Playground EWF meets or exceeds
the requirements outlined in: ASTM F2075:

ASTM-F1292 Specification for impact attenuation performance requirements for playground surfaces within the use zone of playground equipment.

ASTM-F1951 Wheel chair accessibility test. Specification for determining accessibility of materials used under and around playground equipment. ** ASTM-F2075 Sieve Test Analysis, Hazardous Metals Test, Tramp Metal Test Color: 100% Virgin Cedar - Blonde
Particle size: 3/8” – 3/4”
Application & Maintenance Recommendations:

For best results, product should be applied using a pneumatic application process. This process ensures a consistent depth of material while minimizing site interruption and cleanup and aids in compaction. Product should be maintained at a 12” depth and inspected monthly. Top-off to a 12” depth annually or more frequent if required. **ASTM F1951 lab test will compact the EWF with a water-filled roller to simulate foot traffic. It does not state that this is necessary when installing EWF outside of a lab setting.

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www.testingservices.us ▪ (706)226-1400
[email protected]
Testing Services (TSI) LLC
817 Showalter Avenue
PO Box 1343
Dalton, GA 30721
Report #
Lab Test Number:

Report Date:

OUR LETTERS AND REPORTS APPLY ONLY TO THE SAMPLE TESTED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS. THESE LETTERS AND REPORTS ARE FOR THE USE ONLY OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND THEIR COMMUNICATION TO ANY OTHERS OR THE USE OF THE NAME TESTING SERVICES, INC. MUST RECEIVE OUR PRIOR WRITTEN APPROVAL. OUR REPORTS, LETTERS, NAME, SEALS, OR INSIGNIA ARE NOT UNDER ANY CIRCUMSTANCES TO BE USED IN ADVERTISING TO THE GENERAL PUBLIC.

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CLIENT: TEST MATERIAL:

Company: Applied Landscape Materials Date Material Received: September 26, 2023 Address: 4500 Pacific Street Material Type: Engineered Wood Fiber Loose Playground Mulch Rocklin, CA 95677 Material Condition: Excellent, New
Requested By: Material ID: Playground Landscape Material TESTING METHODS REQUESTED:

Testing Services, Inc was instructed by the client to perform the following testing:

Standard: ASTM F1951-21 Test Method: Standard Specification for Determination of Accessibility of Surface Systems Under and Around Playground Equipment SAMPLING PLAN:

Sampling Date: 9/26/23
• Specimen sampling is performed in the sampling department at TSI. • The sampling size of specimens is determined by the test method requirements. • In the event a specific sampling size is not called for, a determination will be made based on previous testing experience, and approved for use by an authorized manager. • All samples are subjected to the outside environmental conditions of temperature and relative humidly. • Sample requiring pre-determined exposure to specified environmental conditions based on a specific test method, take place in the departments in which they are tested DEVIATION FROM TEST METHOD:

State reason for any Deviation from, Additions to, or Exclusions from Test Method:
none
REQUIREMENT: A surface in place shall have average work per foot (work per meter) values for straight propulsion and for turning less than the average work per foot (work per meter) values for straight propulsion and for turning, respectively, on a hard, smooth, surface with a grade of 1:14 (7.1 %).

PROCEDURE: Test Surface Preparation: Tests were conducted on 12/28/22 indoors at TSi Laboratories in an environment of 50°F and 28% R.H. The wood mulch was installed in a wooden box (44’’W x 117”L) using a combination of a Brinly 18” X 24” water-filled lawn roller, filled with 28 gallons of water, and a 6 ½ HP plate compactor, used to compact the mulch in 1” interval depths, repeated until a final compacted depth of 9” was achieved.

One final roll was made with the Brinly lawn roller at the final compaction depth to simulate foot traffic.

Wheelchair/Operator: The wheelchair used in these tests was manufactured by Invcare, Model Action Xtra, Serial Number 98J84142. This wheelchair is totally adjustable, a necessity for these tests. The pneumatic tires were inflated to 60 psi on the rear and 32 psi on the front. The weight of the wheelchair was 24.25 pounds and the operator’s weight was165 pounds for a total of 189 pounds. The operator’s distribution was adjusted to 60% on the rear wheels and 40 % on the front.

Torque Measuring System: A certified Mecmesin Advanced Force Gauge, Model 500N, was used as an interface between a Dell Laptop and a calibrated Smart Torque Wrench, S/N 97-0085-01. Emperor Lite Software, from Mecmesin, logged the load vs. time and integrated the area under the resulting curves. The adapters and accessories needed to attach the instrumentation were fabricated locally. This total package added 10 pounds to the total weight bringing the total to 199 pounds.

LABORATORY TEST REPORT
ASTM F1951 Wheelchair Accessibility
92529A
3407-5723
October 23, 2023

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www.testingservices.us ▪ (706)226-1400
[email protected]
Testing Services (TSI) LLC
817 Showalter Avenue
PO Box 1343
Dalton, GA 30721
Report #
Lab Test Number:

Report Date:

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CLIENT: TEST MATERIAL:

TEST METHOD Maximum Requirements – Average Work/ft-Force TEST RESULTS – Average Work/ft-Force ASTM F1951-21 Baseline Straight: 15.47 lbs 13.34 lbs
Baseline Turning: 10.42 lbs 10.42 lbs
Straight Propulsion 1 2 3 4 5
Circumference of Rear Wheel 75.375” 75.375” 75.375” 75.375” 75.375” Area 56.2830 ft*lbs*s 49.0431 ft*lbs*s 50.1137 ft*lbs*s 47.2215 ft*lbs*s 49.2875 ft*lbs*s Time 7.90 seconds 7.50 seconds 7.50 seconds 7.00 seconds 7.50 seconds Distance 86.0 inches 86.0 inches 86.0 inches 86.0 inches 86.0 inches Distance 7.17 ft 7.17 ft 7.17 ft 7.17 ft 7.17 ft
Angular Displacement (radians) 7.17 rad 7.17 rad 7.17 rad 7.17 rad 7.17 rad Average Torque (energy) 7.12 ft lbs 6.54 ft lbs 6.68 ft lbs 6.75 ft lbs 6.57 ft lbs Total Work (energy) 102.15 ft lbs 93.76 ft lbs 95.80 ft lbs 96.72 ft lbs 94.22 ft lbs Work/ft (force) 14.25 lbs 13.08 lbs 13.37 lbs 13.50 lbs 13.15 lbs Drop Hi/Low Work/ft (force) 13.37 lbs 13.50 lbs 13.15 lbs Average Work/ft (force) 13.34 lbs
Turning Propulsion 1 2 3 4 5
Circumference of Rear Wheel 75.375” 75.375” 75.375” 75.375” 75.375” Distance from Pivot Point to Outer Wheel 35.75 inches 35.75 inches 35.75 inches 35.75 inches 35.75 inches Area 61.3448 ft*lbs*s 68.5001 ft*lbs*s 54.6769 ft*lbs*s 54.2533 ft*lbs*s 66.2262 ft*lbs*s Time 7.50 seconds 7.95 seconds 7.90 seconds 7.95 seconds 7.30 seconds Angle Traveled (degrees) 93.0° 93.0° 93.0° 93.0° 93.0°
Angle Traveled (radians) 1.62 rad 1.62 rad 1.62 rad 1.62 rad 1.62 rad Arc Length Traveled by Outer Wheel 58.03 inches 58.03 inches 58.03 inches 58.03 inches 58.03 inches Arc Length Traveled by Outer Wheel 4.84 ft 4.84 ft 4.84 ft 4.84 ft 4.84 ft Angular Displacement of Outer Wheel (radians) 4.84 rad 4.84 rad 4.84 rad 4.84 rad 4.84 rad Average Torque (energy) 8.18 ft lbs 8.62 ft lbs 6.92 ft lbs 6.82 ft lbs 9.07 ft lbs Total Work (energy) 39.56 ft lbs 41.68 ft lbs 33.48 ft lbs 33.01 ft lbs 43.88 ft lbs Work/ft (force) 8.18 lbs 8.62 lbs 6.92 lbs 6.83 lbs 9.07 lbs Drop Hi/Low Work/ft (force) 8.18 lbs 8.62 lbs 6.92 lbs
Average Work/ft (force) 7.91 lbs
CONCLUSION: The above listed material meets/exceeds both the straight line and turning propulsion requirements in accordance with ASTM F1951, where the surface tested average work per foot value was less than the average work per foot value verses a hard, smooth surface with a grade of 7.1%
Uncertainty:

We undertake all assignments for our clients on a best effort basis. Our findings and judgments are based on the information given to us using the latest test methods available.

TSI can only ensure the test results for the specific items tested.

Unless otherwise noted in the deviation sections of this report, all tests are performed in compliance with the stated test method.

Test Report Approval:

Erle Miles, III, Lab Director Testing Services (TSI) LLC TSi Accreditation: Our Laboratory is accredited by NVLAP (Lab Code 100108-0), which is part of NIST and the US Dept of Commerce. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST, and any agency of the U.S. Government. The above testing is under the scope of our NVLAP accreditation.

LABORATORY TEST REPORT
ASTM F1951 Wheelchair Accessibility
92529A
3407-5723
October 23, 2023
100108-0

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www.testingservices.us ▪ (706)226-1400
[email protected]
Testing Services (TSI) LLC
817 Showalter Avenue
PO Box 1343
Dalton, GA 30721
CLIENT:

Company: Applied Landscape Materials Report Number:

Address: 4500 Pacific Street Lab Test Number:

Rocklin, CA 95677 Test Dates:

Report Date:

Requested By: Page:

TEST MATERIAL:

Mulch Identification: Date Received:

Compacted Depth: Subbase:

TESTING METHODS REQUESTED:

SAMPLING PLAN:

Sampling Date:
 Applied Landscape shipped mulch to Testing Services laboratory received 9/26/23  The delivered mulch was acclimated to the appropriate temperatures per the test method prior to testing.

TEST APPARATUS:
 Triax 2015 E Missile System, manufactured by Alpha Automation, Inc.  Accelerometer #1488 manufactured by Dytran, Calibration Date 7/26/2022, Recalibration Due Date 7/26/2024 DEVIATION FROM TEST METHOD:

TEST SUMMARY:

Uncertainty:

We undertake all assignments for our clients on a best effort basis. Our findings and judgments are based on the information to us using the latest test methods available.

Unless otherwise noted in the deviations sections of this report, all tests performed are in compliance with stated test method.

The results reported herein reflect the performance of the described samples at the time of testing and at the temperature(s) reported. The results are specific to the described samples. Samples of surfacing materials that edo not closely match the described samples will perform differently.

Test Report Approved by:

Erle Miles, III, Lab Director, Testing Services (TSI) LLC 14'
14'
Concrete
72°F
120°F
122
112
818
709
Condition Gmax Fall Height

TEST REPORT
Testing Services Inc. was instructed by the client to test for the following...

None
State Reason for any Devation, Additions to, or Exclusions from Test Method Standard: ASTM F1292 Test Method: Standard Specification for Impact Attenuation of Surfacing Materials Within the Use Zone of Playground Equipment 92529B
3407-5723
10/23/2023
Playground Landscape Material
9"
9/26/2023
10/10/2023
9/26/2023
Specificity: The results reported herein reflect the performance of the described samples at the time of testing and at the temperatures reported. The results are specific to the described samples. Samples of surfacing materials that do not closely match the described samples will perform differently.
1 of 2
Per the test method, the laboratory test used to determine critical fall height of materials specified for use in a playground shall have been conducted no more than five years prior to the date of installation of the playground surface.

Hot, Dry
Frozen
Test Method HIC
Critical Fall Height < 200 Gmax < 1000 HIC, All Temperature Ranges 14' Full test data reported on page 2 of this report
ASTM F1292-18e1 14'
789
Ambient, Dry
25°F 118

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www.testingservices.us ▪ (706)226-1400
[email protected]
Testing Services (TSI) LLC
817 Showalter Avenue
PO Box 1343
Dalton, GA 30721
CLIENT:

Company: Applied Landscape Materials Report Number:

Address: 4500 Pacific Street Lab Test Number:

Rocklin, CA 95677 Test Dates:

Report Date:

Requested By: Page:

TEST MATERIAL:

Mulch Identification: Date Received:

Compacted Depth: Subbase:

TEST DATA: (Average is drop 2 & 3, Drop 1 is for conditioniing only)

CONDITIONS
Surface Temperature
Surface Temperature
Surface Temperature

TEST REPORT
92529B
3407-5723
10/10/2023
10/23/2023
1 of 2
Playground Landscape Material 9/26/2023
9" Concrete
73 314

27.9 6" 12' 94
Angle Drop Height Gmax HIC
100 552

29.0 1"
HIC
496
3" 12' 106 607
Gmax
AVERAGE Gmax/HIC
101 578
534
107 622
9" 13'
75 348
95 3" 13'
72°F AVERAGE Gmax/HIC
Reference Surface
72°F ±5%
1 13'
2 29.0
778
126 857
117
HIC
80 439
Gmax
1 30.1 6" 14'
2 30.1 1" 14'
3 27.9
Drop Velocity (ft/sec) Angle Drop Height
Drop
1 2
3 Velocity (ft/sec)

27.9 27.9 6" 12'

70.0°F
Drop Velocity (ft/sec) Angle Drop Height
HIC
1 27.9 6" 12' 70 314
3 30.1 4" 14'
AVERAGE Gmax/HIC
Drop Velocity (ft/sec) Angle Drop Height
122 818
Gmax
70°F
3 30.1 8" 12' 102 561
2 29.1 1" 12' 88 451
AVERAGE Gmax/HIC 95 506
Drop Velocity (ft/sec) Angle Drop Height Gmax HIC
117°F
120°F±5% 3 29.1 8" 13' 114
367
2 29.1 8" 13' 102 575
Reference Surface 1 29.1 10" 13' 81
1 30.1 5" 14' 88 445
676
AVERAGE Gmax/HIC 108 626
Drop Velocity (ft/sec) Angle Drop Height Gmax HIC
118°F
3 30.2 8" 14' 117 776
2 30.1 8" 14' 106 641
1 27.6 2" 12' 84 380
117°F AVERAGE Gmax/HIC 112 709
3 27.7 8" 12' 104 568
2 27.7 1" 12' 105 570
AVERAGE Gmax/HIC 105 569
Drop Velocity (ft/sec) Angle Drop Height Gmax HIC
33°F
468
2 28.8 8" 13' 122 807
Reference Surface 1 28.7 3" 13' 91
Drop Velocity (ft/sec) Angle Drop Height Gmax HIC
32°F
25°F±5% 3 28.8 6" 13' 126

30.1 1" 14' 78 424
819
AVERAGE Gmax/HIC 124 813
Test Date:
10/6/2023
AVERAGE Gmax/HIC 118 789
Drop Velocity (ft/sec) Angle Drop Height Gmax HIC
3 30.1 4" 14' 121 812
2 30.1 2" 14' 114 766
1 30°F
Temperature:

Ambient Air
Temperature:
68°F
Test Date:
10/5/2023
Ambient Air
Temperature:
70°F
Temperature:

Test Date:
10/10/2023
Ambient Air
Temperature:
71°F
Temperature:

Page 187 of 3513 ends

www.testingservices.us ▪ (706)226-1400
[email protected]
Testing Services (TSI) LLC
817 Showalter Avenue
PO Box 1343
Dalton, GA 30721
Report #
Lab Test Number:

Report Date:

Page 1 of 1 ends

CLIENT: TEST MATERIAL:

TESTING METHODS REQUESTED:

Testing Services, Inc was instructed by the client to perform the following testing… Standard: ASTM F2075-20
Section 7
Test Method: Standard Specification for Engineered Wood Fiber for Use as a Playground Safety Surface Under and Around Playground Equipment, Particle Size
Standard: ASTM C136/C136M-19 Test Method: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates SAMPLING PLAN:

State reason for any Deviation from, Additions to, or Exclusions From Test Method.

None
TEST SCOPE: This test method determines the particle size of the wood fiber type material which provides data indicating sufficient porosity for drainage, yet provide large enough particle size to limit compaction and maintain resiliency, but limit oversize pieces which could lead to injury.

PROCEDURE: Eight (8) gallons of the engineered wood fiber, removed from the gross submitted sample size of sixty (60) cubic feet were placed into a pan and oven dried at 140°F until a constant moisture level was achieved. From the (8) gallon dried lot, one (1) gallon (volume) was removed for sieving. Three sieves were nested in order of decreasing size of opening from top to bottom, ¾”, ⅜”, and # 16 (2” deep x 8” diameter). The wood fiber was placed onto the top sieve and agitated by mechanical action and/or hand manipulation. The sample lot was split into two or more portions, sieving each portion individually.

Sieving continued at each size until not more than 1% mass of the residue retained on the specific sieve. The mass of each size increment was weighed on a scale and the percent passing is calculated on the basis of the total mass of the initial dry sample.

REQUIREMENTS:

Sieve Size Minimum % Passing Maximum % Passing
¾” 99 % 100 %
⅜” 78 % 100 %
#16 0 % 15 %
TEST DATA: Weight of Playground Chip Sieved: 679.41 grams

U.S. Standard Sieve # Opening Weight Retained % Retained % Passing Requirement (% Passing) Comment ¾” 0.7500” 0 grams 0.00 100.00 Min 99% Max 100% Passes Specification ⅜” 0.3750” 61.65 grams 10.72 89.28 Min 78% Max 100% Passes Specification #16 0.0469” 506.59 grams 88.06 1.23 Min 0% Max 15% Passes Specification PAN 7.07 grams 1.23 0.00

CONCLUSION: The above wood mulch meets the specification for all particle sizes set forth in section 7 of ASTM F2075. U Uncertainty:

We undertake all assignments for our clients on a best effort basis. Our findings and judgments are based on the information given to us using the latest test methods available.

TSI can only ensure the test results for the specific items tested.

Unless otherwise noted in the deviation sections of this report, all tests are performed in compliance with the stated test method.

Test Report Approval:

LABORATORY TEST REPORT
ASTM F2075 Section 9.5, Tramp Metal
92529C
3409-5723
October 23, 2023

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www.testingservices.us ▪ (706)226-1400
[email protected]
Testing Services (TSI) LLC
817 Showalter Avenue
PO Box 1343
Dalton, GA 30721
Report #
Lab Test Number:

Report Date:

Page 1 of 1 ends

CLIENT: TEST MATERIAL:

TESTING METHODS REQUESTED:

Testing Services Inc was instructed by the client to perform the following testing… Standard: EPA 7471B Test Method: Mercury in Solid or Semi-Solid Waste (Cold Vapor) Standard: 6010B/SW846 Test Method: Inductively Coupled Plasma-Atomic Emission Spectrometry Standard: ASTM F963-17 Test Method: Standard Consumer Safety Specification for Toy Safety Standard: ASTM F2075-20
Section 8 Test Method: Standard Specification for Engineered Wood Fiber for Use as a Playground Safety Surface Under and Around Playground Equipment, Hazardous Metals SAMPLING PLAN:

State reason for any Deviation from, Additions to, or Exclusions From Test Method.

None
TEST SCOPE: This test method quantifies toxic heavy metal content of the wood fibers. It is possible for children on a playground to handle or even ingest fibers in the mouth, hence the need to determine the presence of heavy metals. Limit for toxic levels are taken from Specification F963, paragraph 4.3.5.2 Table 1.

PROCEDURE: Eight (8) gallons of the wood mulch was removed from the gross submitted sample size of sixty (60) cubic feet were placed into a pan and oven dried at 140°F until a constant moisture level was achieved. From the (8) gallon dried lot, one (1) gallon was removed, and sieved using a #35 US sieve to obtain three (3) grams of screened engineered wood fiber particle. The three (3) grams was then mixed with 50X its mass with an aqueous solution of 0.07 mol/L hydrochloric acid at 37°C. The pH level was checked to be between 1.0 and 1.5, mixing the solution for one (1) hour and allowing to stand for one (1) hour. The solids were separated from the solution by filtration through a membrane filter with a pore size of 0.45µm. The solids were then analyzed using methods 7470A and 6010B to determine the presence of elements, antimony (Sb), arsenic (As), barium (Ba), cadmium (Cd), chromium (Cr), lead (Pb), mercury (Hg), and selenium (Se).

TEST DATA:

Element Maximum Soluble Migrated in ppm (mg/Kg) Quantified Presence (Test Results) Antimony (Sb) 60 < 0.25 mg/Kg
Arsenic (As) 25 < 0.25 mg/Kg
Barium (Ba) 1,000 0.54 mg/Kg
Cadmium (Cd) 75 <0.25 mg/Kg
Chromium (Cr) 60 <0.25 mg/Kg
Lead (Pb) 90 <0.25 mg/Kg
Mercury (Hg) 60 < 0.1 mg/Kg
Selenium (Se) 500 < 0.25 mg/Kg
CONCLUSION: The above wood fiber meets specification for hazardous metal content set forth in section 8 of ASTM F2075.

Uncertainty:

We undertake all assignments for our clients on a best effort basis. Our findings and judgments are based on the information given to us using the latest test methods available.

TSI can only ensure the test results for the specific items tested.

Unless otherwise noted in the deviation sections of this report, all tests are performed in compliance with the stated test method.

Test Report Approval:

LABORATORY TEST REPORT
ASTM F2075 Section 8, Hazardous Metal Content
92529D
3409-5723
October 23, 2022

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www.testingservices.us ▪ (706)226-1400
[email protected]
Testing Services (TSI) LLC
817 Showalter Avenue
PO Box 1343
Dalton, GA 30721
Report #
Lab Test Number:

Report Date:

Page 1 of 1 ends

C CLIENT: TEST MATERIAL:

TESTING METHODS REQUESTED:

Testing Services Inc was instructed by the client to perform the following testing… Standard: ASTM F2075-15
Section 9.5
Test Method: Standard Specification for Engineered Wood Fiber for Use as a Playground Safety Surface Under and Around Playground Equipment, Non-Magnetic Tramp Metal (Modified)
SAMPLING PLAN:

State reason for any Deviation from, Additions to, or Exclusions From Test Method.

Modified to Section 9.5 of the test procedure
TEST SCOPE: This test method determines the presence of tramp metals embedded in the wood fibers. Injury could occur from a fall or contact with a sharp metal object protruding from the fiber. It is necessary to measure the presence of tramp metals due to the use of recycled wood pallets, waste wood, an demolition wood in the manufacture of wood fiber.

PROCEDURE: One Hundred Forty (140) gallons, or 18.7ft³, of the wood mulch was randomly chosen from the overall sample lot of 60 ft³. The mulch was spread evenly and in small amounts in a stainless-steel pan. The entire amount was visually inspected under magnification and then passed over by two sets of magnets to detect the presence of metal. The “nonmetallic” and “metallic” examined mulch were placed into separate containers. At the conclusion of examining the entire sample lot, the mulch containing metal were weighed in grams. The % metal content was then computed using:
% Metal: TW-MW X 100
TW
Where: TW= Total Weight of the Sample Lot Taken
MW= Total Weight of the Chips with Metal Present
REQUIREMENTS: Wood fiber inspected in accordance with Section 9.5 (modified sample lot) requires the total number of metal particles with a dimension of ½” or greater shall not exceed 0 per 50 yd³.

TEST DATA:

Detection Quantified Presence Comment
Tramp Metal Particles 0 per 9.36 ft³ / 70 Gallons No Tramp Metal Detected CONCLUSION: The above wood mulch meets/exceeds specification for tramp metal content set forth in section 9.5 of ASTM F2075 based on the sample lot tested (modified).

Uncertainty:

We undertake all assignments for our clients on a best effort basis. Our findings and judgments are based on the information given to us using the latest test methods available.

TSI can only ensure the test results for the specific items tested.

Unless otherwise noted in the deviation sections of this report, all tests are performed in compliance with the stated test method.

Test Report Approval:

LABORATORY TEST REPORT
ASTM F2075 Section 9.5, Tramp Metal
92595E
3409-5723
October 23, 2023
100108-0

Page 190 of 3513 ends

$SSOLHG/DQGVFDSH
V Playground Fiber meets RU H[FHHGV the requirements outlined in ASTM F2075 ASTM-F1292 Specification for impact attenuation performance requirements for playground surfaces within the use zone of playground equipment.

ASTM-F1951 Wheel chair accessibility test. Specification for determining accessibility ofmaterials used under and around playground equipment.

ASTM-F2075 Sieve Test Analysis, Hazardous Metals Test, Tramp Metal Test

PLAYGROUND FIBER
All natural, virgin chips
No recycled urban waste
Certificate of Compliance

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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: Landscape Bark and Playground Engineered Wood Fiber Materials and Services Project
Project Location(s): Multiple parks and landscape streetscapes located citywide Project Description: The project would approve an on-call contract for bark and mulch replenishment projects located within City-owned and operated properties, ranging from small-scale repairs as needed to large-scale bark installation projects to ensure public safety. The contract allows for the procurement and installation of bark and mulch as needed. All activities would be located within existing landscaped areas on City-owned facilities and properties. The improvements would not result in expansion of use and would not occur within environmentally sensitive areas and would result in improved water efficiency.

Public Agency Approving Project: Roseville City Council Agency/Individual Carrying Out Project: City of Roseville Parks, Recreation and Libraries Department
Reason why this Project is Exempt: This project qualifies for Class 1 and Class 4 Exemptions as described in Sections 15301 and 15304 of the California Environmental Quality Act (CEQA) Guidelines which states:
“Class 1 consists of the…repair, maintenance,…or minor alteration of existing public or private…. facilities… or topographical features involving negligible or no expansion of existing or former use… Examples include but are not limited to…(c) Existing highways and streets…and similar facilities” and “Class 4 consists of minor public or private alterations to the condition of land, water, and/or vegetation which do not involve removal of healthy, mature, scenic trees… Examples include, but are not limited to…(b) New gardening or landscaping, including the replacement of existing conventional landscaping with water efficient or fire resistant landscaping.”
The project would allow for the maintenance and improvement of parks and landscaping within parks and City-owned and operated landscaping located throughout the city. This would not result in expansion of use. Furthermore, the project would improve water efficiency within the streetscape landscaping; therefore, the Class 1 and Class 4 Exemptions are applicable to the proposed project.
~j
R0SE'vlLLE

CALIFORNIA

Page 192 of 3513 ends

Lead Agency Contact Person: Russell Soares, Parks, Recreation and Libraries Department, 316 Vernon Street, Roseville, CA 95678. (916) 746-1783 Signature: Date: 5/8/2026
Jessica Lynch, Environmental Coordinator
City of Roseville

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311 Vernon Street
Roseville, CA 95678

NOTICE OF INTENT TO AWARD
Date: 04/26/26
To: All Proposer concerning RFP No. 13-181, Landscape Bark and Playgorund engineered Wood Fiber Materials and Services.

From: Parks, Recreation & Libraries Department, Russell Soares, Parks Superintendent
Subject: Notice of Intent to Award
For RFP No. 13-181, pending City Council approval, the City recommends awarding a contract to Applied Landscape Materials, Inc.

To inquire about the recommended award, please write to Parks, Recreation & Libraries Department, Russell Soares, Parks Superintendent at [email protected].

Page 194 of 3513 ends

Department: PRL Park Operations
Date: 04/21/2026
RFP No. 13-181
for
Landscape Bark and Playground Engineered Wood Fiber Materials and Services Experience and
Qualifications
Understanding of the
Project Proposed Cost N/A Total
Ranking Company Name Score (after
weighting)
Percentage
Weighting
Score (after weighting) Percentage
Weighting
Score (after
weighting)
Percentage
Weighting
Percentage
Weighting
Score
1 Applied Landscape 93 0.25 93 0.25 95 0.5 0 94
2 Jet Mulch 90 0.25 87 0.25 93 0.5 0 90.75
3 New Image 76 0.25 72 0.25 45 0.5 0 59.5
0 0
0 0
0 0

Page 195 of 3513 ends

Department: PRL Park Operations
Date: 04/21/2026
RFP No. 13-181
for
Landscape Bark and Playground Engineered Wood Fiber Materials and Services Ranking Company Name
1 Applied Landscape
2 Jetmulch
3 New Image
The above ranking shows the vendor placement in terms of first place, second place, third place, etc. for selection of the contract award. Proposers are ranked using the following criteria: a) Quality of presentation b) Ability to meet the City's business goals c) Communication style Instructions to end users: Delete this section before publishing the score sheet.

Ranking Process. Should the City elect to conduct interviews with any proposers, the following criteria shall be considered and each proposer ranked by the evaluation panel during the interview process: a) Quality of presentation b) Ability to meet the City's business goals c) Communication style. Enter a "1" in the Ranking column beside the first place company, a "2" beside the second place company, etc.

Novus. Publish the completed score sheet in Novus as a "non-public" document.

Ranking Sheet. Upon a request pursuant to section 1.8 (Public Disclosure) of the City's RFP Policy document , a proposer is entitled to a ranking from any interview round. The ranking shall be prepared by City staff prior to notifying any proposers of the results.

Section 1.8 Public Disclosure. In accordance with the California Public Records Act, proposals submitted in response to a RFP, master averaged score sheets from the initial evaluation, and/or rankings from any interview shall be made available upon a public records request only after: (1) the proposal evaluation process is complete, (2) a contract has been negotiated, and (3) notice of intent to award has been made and/or the contract is placed on a City Council meeting agenda.

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City Council
Communication
Meeting Date: 6/17/2026
Item #: VII.4
File #: 0704-01
Item ID: 2026-355
Title: John Byouk Park - Notice of Completion
Contact: Joel De Jong 916-774-5924 [email protected]

SUMMARY
Staff recommends approval of the Notice of Completion for the John Byouk Park Project. The total cost of the construction contract with Abide Builders, Inc. is $2,349,505. Funding for this project was included in the Neighborhood Park – Sierra Vista Fund.

RECOMMENDATION
Staff recommends that the City Council adopt the attached resolution accepting the John Byouk Park Project as complete and authorizing the Parks, Recreation & Libraries Director to execute the Notice of Completion.

BACKGROUND
John Byouk Park is an 8-acre park site located adjacent to Rex Fortune Elementary on Upland Drive in the Sierra Vista area of Roseville. This project includes a children’s playground, swings, a shaded picnic area, a restroom, a softball field with backstop and dugouts, paved off-street parking, walking paths, a multi-use turf area, planting and irrigation.

In accordance with City specifications, the contractor shall guarantee the installation of these improvements for a period of twelve (12) months from the date of this Notice of Completion.

FISCAL IMPACT
The total cost of the construction contract with Abide Builders, Inc. is $2,349,505. Funding for the construction of this project was included in Neighborhood Park – Sierra Vista Fund.

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.

Acceptance of the Notice of Completion meets the above criteria and is not subject to CEQA. No additional environmental review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

1. Ensure a safe and healthy community

2. Remain fiscally responsible in a changing world

4. Invest in well-planned infrastructure and growth

6. Deliver exceptional City services

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Respectfully Submitted,
Joel De Jong, Park Development Project Manager
Jill Nunes, Parks Recreation and Libraries Director
ATTACHMENTS:

1. Vicinity Map

2. Resolution 26-220

3. NOC
REVIEWERS:

Joel De Jong, Parks, Recreation, and Libraries Department - Park DevelopmentCreated/Initiated - 6/1/2026 Tara Gee, Parks, Recreation, and Libraries Department - Park Development Approved - 6/1/2026 Jill Geller, City Clerk Department Approved - 6/1/2026
Jill Nunes, Parks, Recreation, and Libraries - All Approved - 6/1/2026 Kelly Aye, City Attorney Department Approved - 6/3/2026 Katrina Six, City Clerk Department Approved - 6/3/2026
Ryan DeVore, City Manager Department - Assistant City Manager Approved - 6/3/2026 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 6/4/2026 Michelle Sheidenberger, City Attorney Department Approved - 6/4/2026 Dominick Casey, City Manager Department - City Manager Approved - 6/4/2026 Katrina Six, City Clerk Department Final Approval - 6/5/2026

Page 198 of 3513 ends

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Page 199 of 3513 ends

RESOLUTION NO. 26-220

ACCEPTING THE PUBLIC WORK KNOWN AS THE JOHN BYOUK PARK PROJECT, APPROVING THE “NOTICE OF COMPLETION”, AND AUTHORIZING THE PARKS,

RECREATION AND LIBRARIES DIRECTOR TO EXECUTE SAID NOTICE ON BEHALF

OF THE CITY OF ROSEVILLE
BE IT RESOLVED by the City Council of the City of Roseville as follows:

1. The “Notice of Completion” on file in the City Clerk’s Department relative to that public work known as the John Byouk Park Project, has been approved and the public work accepted.

2. The Parks, Recreation and Libraries Director is hereby authorized and directed to execute said Notice 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

Page 200 of 3513 ends

RECORDING REQUESTED BY AND WHEN
RECORDED MAIL TO:

CITY CLERK

CITY OF ROSEVILLE
311 VERNON STREET
ROSEVILLE, CA 95678
Exempt from recording fees
Pursuant to Gov’t Code §27383

NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN that the public work of improvement known as the Project was completed and
accepted by the City of Roseville on . The location is
situated in the City of Roseville, County of Placer, State of California and is indicated on the attached map, marked as Exhibit “A” and incorporated herein by this reference. The real property herein described is owned by the City of Roseville, 311 Vernon Street, Roseville CA 95678.

The direct/general contractor on said project was .

The surety on said project was
.
___________________________________
City of Roseville
Owner
ATTEST:
________________________________ _
Carmen Avalos, City Clerk

Page 201 of 3513 ends

State of California )
County of Placer )
I, , being first duly sworn, depose and say: I am the
of the City of Roseville, a municipal corporation in the State of California, owner of the property described in the above Notice. I am duly authorized to make this verification for and on behalf of the City of Roseville. I have read the Notice of Completion and know its contents and the facts stated therein are true.

___________________________________

City of Roseville
State of California )
County of Placer )
Subscribed and sworn to (or affirmed) before
me on this _____ day of ,
20___,
proved to me on the basis of satisfactory
evidence to be the person(s) who appeared
before me.
____________________________________
Place Notary Seal and/or Stamp Above Signature of Notary Public A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

Page 202 of 3513 ends

UPLAND
DR

WHISPER WIND WY

GOSSAMER ST
SPARKLING COVE ST

MONARCH GROVE ST

METALMARK ST

GREAT COPPER ST

CREEKHOLLOW WY

HORSE TRAIL RD

CHELSEA CREEK RD

SEA CLIFF RD
C
RE
E
K
H
O
L
L
O
W
WY

NICOLE GEE DR
³

PROJECT SITE
Amenities include a children’s playground, swings, a shaded picnic area, restroom, a softball field with backstop and dugouts, paved off-street parking, walking paths, a multi-use turf area, planting and irrigation.

Byouk Park
4651 Upland Dr., Roseville, CA 95747
Exhibit A
Byouk Park
APN: 498-010-030

Page 203 of 3513 ends

City Council
Communication
Meeting Date: 6/17/2026
Item #: VII.5
File #: 0704
Item ID: 2026-474
Title: Monument Sign System Replacement - Sole Source Contract Purchase Agreement Amendment
Contact: Eric Dexter 916-746-1769 [email protected]

SUMMARY
Staff recommends approval of a sole source contract purchase agreement amendment with Illuminated Creations, Inc. dba Ellis & Ellis Sign Systems in the amount of $99,500 to provide monument sign replacements. The amendment includes the need for additional contract authority for the replacement of aging infrastructure and signage. Funding is included in the North Central, Riverside, Woodcreek East, North Roseville and North Roseville Community Facilities District budgets.

RECOMMENDATION
Staff recommends that the City Council adopt a resolution to approve Sole Source Contract Purchase Agreement (3004772) Amendment #2 with Illuminated Creations, Inc. dba Ellis & Ellis Sign Systems to provide repair and replacement of aging infrastructure and signage in various districts throughout the city, and authorize the City Manager to execute it on behalf of the City of Roseville.

BACKGROUND
Parks, Recreation & Libraries has replaced 14 different monument signs throughout the 27 Community Facilities Districts. There is a total of 31 monument signs in these districts, many of which were developed around the same time, so the signs have deteriorated at a similar rate and require replacement.

This amendment to the Contract Purchase Agreement will provide the contract authority to replace the remaining 17 signs. The selected vendor will ensure a consistent look and a final product that aligns with the established standards already in use.

FISCAL IMPACT
Funding is included in the North Central, Riverside, Woodcreek East, North Roseville and North Roseville Community Facilities District budgets. There will be no impact to the General Fund.

ENVIRONMENTAL REVIEW
The proposed project involves the replacement of existing structures and facilities. This activity is categorically exempt from CEQA as a Class 2 Exemption (State CEQA Guidelines Section 15302). The Exemption has been prepared and no further CEQA action is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

4. Invest in well-planned infrastructure and growth

6. Deliver exceptional City services

Page 204 of 3513 ends

Respectfully Submitted,
Eric Dexter, Parks and Open Space Superintendent
Jill Nunes, Parks Recreation and Libraries Director
ATTACHMENTS:

1. Resolution 26-245

2. Contract Purchase Agreement

3. Sole Source - Ellis Ellis

4. CEQA Class 2 Exemption

5. Bond Rider
REVIEWERS:

Eric Dexter, Parks, Recreation, and Libraries Department - Park Maintenance Created/Initiated - 5/26/2026
Brian Castelluccio, Parks, Recreation, and Libraries Department - Park Maintenance
Approved - 5/27/2026
Jill Geller, Parks, Recreation, and Libraries - All Approved - 5/29/2026 Kelly Aye, City Attorney Department Approved - 6/2/2026 Katrina Six, City Clerk Department Approved - 6/2/2026
Ryan DeVore, City Manager Department - Assistant City Manager Approved - 6/2/2026 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 6/4/2026 Michelle Sheidenberger, City Attorney Department Approved - 6/5/2026 Dominick Casey, City Manager Department - City Manager Approved - 6/5/2026 Katrina Six, City Clerk Department Final Approval - 6/5/2026

Page 205 of 3513 ends

RESOLUTION NO. 26-245
APPROVING SOLE SOURCE CONTRACT PURCHASE AGREEMENT AMENDMENT #2, BY AND BETWEEN THE CITY OF ROSEVILLE AND ILLUMINATED CREATIONS, INC.,

DBA ELLIS & ELLIS SIGN SYSTEMS, AND AUTHORIZING THE CITY MANAGER TO

EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE
WHEREAS, a Sole Source Contract Purchase Agreement (3004772) Amendment #2 for the Monument Sign System Replacement Project, by and between the City of Roseville and Illuminated Creations, Inc. dba Ellis & Ellis Sign Systems, has been reviewed by the City Council; and
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said amendment is hereby approved and 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 ______________, 20 , by the following vote on roll call:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:
______________________________
MAYOR
ATTEST:
________________________
City Clerk

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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: Monument Sign System Replacement – Contract Purchase Agreement Project Location(s): Riverside Avenue (Riverside District), Horncastle Avenue and Woodcreek Oaks Boulevard (North Roseville Zone A), and Trehowell Drive and Treecrest Court (North Central Zone B)
Project Description: The Parks, Recreation and Libraries (PRL) Department proposes to approve a contract purchase agreement to replace aging and deteriorating monument signs in three locations, including on Riverside Avenue, Horncastle Avenue and Woodcreek Oaks, and Trehowell Drive and Treecrest Court. This would continue a prior effort that resulted in the replacement of 14 monument signs located throughout the City’s 27 Community Facilities Districts (CFDs). Each of the signs would be located in the same locations as the existing signs and will serve the same purpose.

The project would approve funding to replace existing monument signs in three locations. The replacement signs would be located in the same areas and would have the same purpose as the existing signs. Therefore, the Class 2 Exemption is applicable to the proposed project.

Lead Agency Contact Person: Eric Dexter, Parks, Recreation and Libraries Department, 316 Vernon Street, Roseville, CA 95678. 916-746-1769.

Signature: Date: 5/27/2026
Jessica Lynch, Environmental Coordinator
City of Roseville

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City Council
Communication
Meeting Date: 6/17/2026
Item #: VII.6
File #: 0707
Item ID: 2026-179
Title: Roseville Aquatics Complex Renovation Project - Approve Plans and Specifications and Authorize Staff to Call for Bids
Contact: Heather Buck 916-774-5254 [email protected]

SUMMARY
Staff recommends approval of the plans and specifications for the Roseville Aquatics Complex Renovation Project and authorize staff to call for bids. The project scope includes replastering of the competition pool and upgrades to the locker rooms and restrooms. The project is estimated to cost $3,300,500 for construction and is funded in the proposed FY2026-27 budget in the Parks Recreation and Libraries Capital Projects Fund, with funding provided by the FY2024-25 General Fund year-end budget surplus.

There will be no increase in maintenance costs and no General Fund impact.

RECOMMENDATION
Staff recommends that the City Council:

1. Approve the plans and specifications for the Roseville Aquatics Complex Renovation Project; and

2. Authorize staff to call for bids.

BACKGROUND
The 30-year-old Roseville Aquatics Complex (RAC) is located on Woodcreek Oaks Boulevard south of Pleasant Grove Boulevard. The project includes replastering of the competition pool and upgrades to the locker rooms and restrooms to ensure accessibility compliance. Additive alternates have been identified for budget purposes to allow for “menu style” bidding, and include mechanical pit wall repairs, HVAC improvements to the classroom, sports lighting replacements, additional plumbing improvements, door closer replacements, and replacement of the pool surge pit cover. Bids are scheduled to be opened in August 2026. Staff plans to return to Council in September to seek approval to award the project.

The Architect’s estimate for construction of the base bid is $3,300,500.

FISCAL IMPACT
Funding for design of this project was approved in the FY2023-24 budget and funding for construction of this project is included in the proposed FY2026-27 budget in the Parks Recreation and Libraries Capital Projects Fund, with funding provided by the FY2024-25 General Fund year-end budget surplus. There will be no increase in maintenance costs and no General Fund impact.

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ENVIRONMENTAL REVIEW
The proposed project involves the repair, maintenance, and minor alteration of existing facilities and structures. This activity is categorically exempt from CEQA as a Class 1 Exemption (State CEQA Guidelines §15301). The project also involves the replacement of existing facilities and structures. This activity is categorically exempt from CEQA as a Class 2 Exemption (State CEQA Guidelines §15302). The Exemption has been prepared and no further CEQA action is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS

1. Ensure a safe and healthy community

4. Invest in well-planned infrastructure and growth

6. Deliver exceptional City services
Respectfully Submitted,
Heather Buck, Senior Park Development Project Manager
Jill Nunes, Parks Recreation and Libraries Director
ATTACHMENTS:

1. Vicinity Map

2. RAC Renovation Plans and Specs

3. RAC Renovation - project manual

4. CEQA Exemption
REVIEWERS:

Heather Buck, Parks, Recreation, and Libraries Department - Park Development
Created/Initiated -
5/26/2026
Tara Gee, Parks, Recreation, and Libraries Department - Park Development Approved - 5/28/2026 Jill Geller, Parks, Recreation, and Libraries - All Approved - 5/29/2026 Kelly Aye, City Attorney Department Approved - 6/1/2026 Katrina Six, City Clerk Department Approved - 6/1/2026
Ryan DeVore, City Manager Department - Assistant City Manager Approved - 6/1/2026 Dennis Kauffman, City Manager Department - Assistant City Manager Approved - 6/4/2026 Michelle Sheidenberger, City Attorney Department Approved - 6/5/2026 Dominick Casey, City Manager Department - City Manager Approved - 6/5/2026 Katrina Six, City Clerk Department Final Approval - 6/5/2026

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Roseville Aquatics Complex
Vicinity Map
Roseville Aquatics
Complex

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PROJECT INFORMATION

PROJECT DESCRIPTION

APPLICABLE CODES
ALTERATION OF EXISTING AQUATIC CENTER - PROJECT INCLUDES:

LOCKER ROOM ALTERATIONS: - SHOWER STALL RESTRUCTURING
- NEW PLUMBING FIXTURES
- ACCESSIBILITY UPGRADES - SHOWERS AND TOILET STALLS
- NEW FLOORING AND WALL FINISHES
50 METER POOL RESTORATION: - RE-PLASTER FINISH
- REPLACEMENT OF POOL LIGHTS
BID ALTERNATES: (SEE BELOW)

ALL WORK SHALL BE IN CONFORMANCE WITH THE LATEST ADOPTED AND EFFECTIVE EDITION OF TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR), AS APPLICABLE:

PART 1 CALIFORNIA ADMINISTRATIVE CODE
PART 2 2025 CALIFORNIA BUILDING CODE
PART 3 2025 CALIFORNIA ELECTRICAL CODE
PART 4 2025 CALIFORNIA MECHANICAL CODE
PART 5 2025 CALIFORNIA PLUMBING CODE
PART 6 2025 CALIFORNIA ENERGY CODE
PART 9 2025 CALIFORNIA FIRE CODE
PART 11 2025 CALIFORNIA GREEN BUILDING STANDARDS CODE

VICINITY MAP

PROJECT LOCATION

BID ALTERNATES

GENERAL NOTES

1. ALTERATIONS TO THE SPRINKLER SYSTEMS ARE NOT ANTICIPATED.

CONTRACTOR SHALL KEEP SYSTEM IN PLACE AND INSTALL (N) ESCUTCHEONS AS REQUIRED TO FACILITATE CEILING REPLACEMENT.

2. FIRE ALARM SYSTEM TO REMAIN - CONTRACTOR SHALL ADJUST DEVICES AS

REQUIRED TO PERFORM IMPROVEMENTS, INCLUDING RE-INSTALLATION OF DEVICES AFTER NEW FINSHES ARE PLACED.

1. MECHANICAL PIT WALL REPAIR - REF. SHEET S-203

2. DRINKING FOUNTAIN REPLACEMENT - REF. SHEET A2.2 AND P2.3

3. CLASSROOM CONDITIONING - REF. SHEET M2.1 FOR HVAC, ADDITIONAL SCOPE INCLUDES REPLACEMENT OF GYP BD. CEILING AND (N) INSULATION PER SHEET A9.1, NEW ELECTRICAL PANEL, SHEET E1.1

4. EXTERIOR MUSCO LIGHT REPLACEMENT - REF. SHEET E5.1

5. INSTALL ANGLE STOPS w/ ACCESS PANELS ABOVE SHOWERS, REF. SHEET A9.1 AND P2.3

6. MODIFY EXISTING SHOWERS TO LOCATE CONTROLS AT NEW HEIGHT - REF. SHEET A6.1 AND P2.3

7. REMOVE EXTERIOR DRINKING FOUNTAIN AND REPLACE WITH HI-LOW DRINKING FOUNTAIN w/ BOTTLE FILLING STATION - REF. SHEET A2.2 AND P2.3

8. REMOVE AND REPLACE DOOR CLOSERS - REF. SHEET A2.2

9. REMOVE AND REPLACE POOL SURGE PIT COVER - REF. SHEET SP-4 A

PROJECT CONTACTS

OWNER INFORMATION

CONSULTANT INFORMATION
OWNER

CITY OF ROSEVILLE

PARKS, RECREATION & LIBRARIES
316 VERNON STREET
ROSEVILLE, CA 95678
PHONE: 916.203.2478
EMAIL: [email protected]
CONTACT: HEATHER BUCK

WMB ARCHITECTS
5757 PACIFIC AVENUE, SUITE 226
STOCKTON, CA 95207
PHONE: 209.944.9110
FAX: 209.944.5711
EMAIL: [email protected]
CONTACT: BRANDON KLEINERT
MERIDIAN STRUCTURAL ENGINEERS, INC.
1843 IRON POINT ROAD, SUITE 100
FOLSOM, CA 95630
PHONE: 916.365.4740
EMAIL: [email protected]
CONTACT: MIKE BAKER

ARCHITECT

STRUCTURAL

ENGINEER

SACRAMENTO ENGINEERING CONSULTANTS
10555 OLD PLACERVILLE ROAD
SACRAMENTO, CA 95827
PHONE: 916.368.4468 ext. 125
EMAIL: [email protected]
CONTACT: JENNIFER POST

ELECTRICAL

ENGINEER

MECHANICAL

ENGINEER

AQUATIC DESIGN GROUP
2226 FARADAY AVENUE
CARLSBAD, CA 92008
PHONE: 760.444.8303
EMAIL: [email protected]
CONTACT: DENNIS BERKSHIRE
POOL

CONSULTANT

SACRAMENTO ENGINEERING CONSULTANTS
10555 OLD PLACERVILLE ROAD
SACRAMENTO, CA 95827
PHONE: 916.368.4468 ext. 125
EMAIL: [email protected]
CONTACT: PHILIP BEJARANO
DETAIL

DESIGNATION

CENTERLINE

BUILDING

SECTION
WALL

SECTION
AA
A4.1
A
A5.1
AA
A4.1
1 FINISH

DESIGNATION

REVISION TO

DRAWINGS

ROOM NAME
& NUMBER

NUMBERED
NOTE
NORTH
ARROW
1 GRID LINE

ELEVATION

INTERIOR

ELEVATIONS
+0' - 0"
T.O. SLAB

00.00 ?
A
A6.1
A10.1
1 1 1
1 2 4
3 ROOM
101
A
P1

EXTERIOR
A3.1 ELEVATION
_____________________________________ S

DIMENSION TO

FACE OF ELEMENT

DIMENSION TO

CENTER OF ELEMENT

DIMENSION TO

FACE OF FINISH

ALTERATION TO EXISTING BLDG

ADDITION TO EXISTING BLDG
B
(E) 6,818 S.F.
3,093 S.F.

V-B

EXISTING FIRE SPRINKLERS

CHANGE OF USE
(E) 16'-0"

TYPE OF CONSTRUCTION
YES

NUMBER OF STORIES

BUILDING AREA
NO

OCCUPANCY GROUP

BUILDING HEIGHT

AREA OF WORK
X
X
X
X

TOTAL BUILDING OCCUPANCY

ACCESS COMPLIANCE

DATE OF PREVIOUS ALTERATION

CLAIM OF HARDSHIP UNDER
CBC 11B-202.4 EXCEPTION 8

DRINKING FOUNTAINS

SERVING THE AREA

COMPLIANT

PRIOR TO

ALTERATION
SIGNS

PUBLIC TELEPHONES

SERVING THE AREA
X

VALUATION

IMPROVED
WITH

ALTERATION

EXCEEDS

HARDSHIP

THRESHOLD

PRIMARY ENTRANCE

ACCESSIBLE ROUTE

TO THE AREA

TOILET FACILITES

SERVING THE AREA
–– NOT PREVIOUSLY PROVIDED ––
NO
X
X
X

ALTERATION

PROJECT DATA
1 UNCHANGED

UNCHANGED

UNCHANGED
X




 



   







   
Copyright WMB, Inc.

DATE PURPOSE
PUBLISH HISTORY:

No.

WMB Project No.

02.20.26 Initial Submittal
2000 L Street
T 209.944.9110
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
Suite 125
F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com

04.15.26 Coordination
1 04.27.26 Plan Check Response
A
4/28/2026 12:07:08 AM
T1.1

TITLE SHEET
Roseville Aquatics
Complex - Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747
T1.1 TITLE SHEET
T2.1 OCCUPANCY AND EGRESS PLAN
T2.2 CALGREEN CODE COMPLIANCE
T3.1 BUILDING ACCESSIBILITY DETAILS
T3.2 POSTED SIGNAGE PLAN + DETAILS
D1.2 DEMOLITION SITE PLAN
D2.1 DEMOLITION FLOOR PLAN
D9.1 DEMOLITION CEILING PLAN
A1.1 SITE PLAN
A1.2 SITE DETAILS
A2.1 REMODEL PLAN - OVERALL
A2.2 REMODEL PLAN - SHOWERS AND TOILETS
A2.3 ENLARGED PLAN - MEN'S
A2.4 ENLARGED PLAN - WOMEN'S
A4.1 BUILDING SECTIONS
A6.1 DETAILS
A9.1 REFLECTED CEILING PLAN
A10.1 FINISH SCHEDULE AND FINISH PLAN
A10.2 ENLARGED FINISH PLANS, ELEVATIONS, AND DETAILS
A11.1 CASEWORK ELEVATIONS
S-001 STRUCTURAL NOTES
S-002 STRUCTURAL NOTES
S-101 TYPICAL DETAILS
S-102 TYPICAL DETAILS
S-201 FOUNDATION PLAN
S-202 CEILING FRAMING PLAN
S-203 PUMP PIT FOUNDATION PLAN
S-301 STRUCTURAL ELEVATION AND DETAILS
M1.1 MECHANICAL LEGEND, NOTES, & SCHEDULES
M2.1 MECHANICAL FLOOR PLAN
M3.1 MECHANICAL DETAILS
P1.1 PLUMBING LEGEND, NOTES, AND SCHEDULES
P2.1 PLUMBING DEMOLITION PLAN
P2.2 PLUMBING FLOOR PLAN - WASTE AND VENT
P2.3 PLUMBING FLOOR PLAN - WATER
T24.1 TITLE 24 ENVELOPE
T24.2 TITLE 24 MECHANICAL
E1.1 ELECTRICAL LEGEND
E1.2 ONE-LINE DIAGRAM, SCHEDULES
E2.1 LIGHTING PLAN - LOCKER ROOM
E2.2 POWER PLAN - LOCKER ROOM
E3.1 POWER PLAN - CLASSROOM
E4.1 COMPLIANCE
E5.1 SPORTS LIGHTING PLAN
DP-1 SWIMMING POOL LAYOUT PLAN
SP-1 SWIMMING POOL LAYOUT PLAN
SP-2 SWIMMING POOL SECTION VIEW
SP-3 SWIMMING POOL DETAILS
SP-4 SWIMMING POOL DETAILS
SP-5 SWIMMING POOL DETAILS
SP-6 SWIMMING POOL DETAILS
SP-7 SWIMMING POOL DETAILS
SP-8 SWIMMING POOL DETAILS
3051 Woodcreek Oaks Blvd
Roseville, CA 95747

ABBREVIATIONS

SYMBOLS

SHEET INDEX
@ AT
A.F.F. ABOVE FINISH FLOOR
ABV. ABOVE
ADJ. ADJUSTABLE
ALT. ALTERNATE
ALUM. ALUMINUM
APPL. APPLICABLE
APPROX. APPROXIMATE
B.O. BOTTOM OF
BD. BOARD
BLDG. BUILDING
BLK. BLOCK
BLKG. BLOCKING
BLW. BELOW
BTWN. BETWEEN
C.I. CAST IRON
C.I.P. CAST-IN-PLACE
C.J. CONTROL JOINT
C.L. CENTER LINE

CBC CALIFORNIA BUILDING
CODE
CLG. CEILING
CLR. CLEAR

CMU CONCRETE MASONRY
UNIT
COL. COLUMN
COMP. COMPACTED
CONC. CONCRETE
CONT. CONTINUOUS
D.F. DOUGLAS FIR / DRINKING

FOUNTAIN
D.S. DOWNSPOUT
DBL. DOUBLE
DIA. DIAMETER
DN. DOWN
DWG. DRAWING
E.I.F.S. EXTERIOR INSULATION &

FINISH SYSTEM
E.J. EXPANSION JOINT
E.W. EACH WAY
EA. EACH
ELEV. ELEVATION
EQ. EQUAL

EV ELECTRIC VEHICLE
EXIST. /
(E)

EXISTING
EXP. EXPANSION
EXT. EXTERIOR
F.D. FLOOR DRAIN
F.E. FIRE EXTINGUISHER
F.G. FIBERGLASS / FINISH
GRADE
F.H. FIRE HYDRANT
F.O.F. FACE OF FINISH
F.O.S. FACE OF STUD
F.R.P. FIBER REINFORCED

POLYMER
F.S. FIRE SPRINKLERS
F.S.D. FIRE SEPARATION

DISTANCE
FIN. FINISH
FLR. FLOOR
FT. FOOT / FEET
FTG. FOOTING
G.B. GRADE BREAK
G.I. GALVANIZED IRON
G.L.B. GLUE LAMINATED BEAM
GA. GAUGE
GALV. GALVANIZED
GD. GRADE
GYP. BD. GYPSUM BOARD
H.M. HOLLOW METAL
HD. HEAD
HDR. HEADER
HDWR. HARDWARE
HORIZ. HORIZONTAL
HR. HOUR
HT. HEIGHT
I.D. IDENTIFICATION
I.S.A. INTERNATIONAL SYMBOL

OF ACCESSIBILITY
INSUL. INSULATION
INT. INTERIOR
JB. JAMB
JT. JOINT
LAV. LAVATORY
LTWT. LIGHT WEIGHT
MAX. MAXIMUM
MECH. MECHANICAL
MIN. MINIMUM / MINUTE
MTD. MOUNTED
MTL. METAL
(N) NEW
N.I.C. NOT IN CONTRACT
N.T.S. NOT TO SCALE

N/A NOT APPLICABLE
NO. / # NUMBER
O.C. ON CENTER
OPP. OPPOSITE HAND
ov/ OVER
OZ. OUNCE
P.F. PREFINISHED
P.O.C. POINT OF CONNECTION
P.T. PRESSURE TREATED
PL. PLATE
PLAM. PLASTIC LAMINATE
PROP. PROPERTY

PSI POUNDS PER SQUARE
INCH

PW PLYWOOD
R.W.L. RAIN WATER LEADER
RDWD. REDWOOD
REF. REFER TO
REINF. REINFORCED
REQ'D. REQUIRED
RM. ROOM
S.C. SOLID CORE
S.D. STORM DRAIN
S.F. SQUARE FOOTAGE /

STOREFRONT
S.M. SHEET METAL
S.M.S. SHEET METAL SCREW
S.P. SINGLE PLY
S.S. SANITARY SEWER LINE /

STANDING SEAM /

STAINLESS STEEL
SCH. SCHEDULE

SDST SELF-DRILLING

SELF-TAPPING
SHT. SHEET
SIM. SIMILAR
SPEC. SPECIFICATION
SQ. SQUARE
STD. STANDARD
STL. STEEL
SUSP. SUSPENDED

T & B TOP & BOTTOM

T & G TONGUE & GROOVE
T.J.I. TRUS JOIST I-JOIST
T.O. TOP OF
T.S. TUBE STEEL

TEMP TEMPORARY
TYP. TYPICAL
U.O.N. UNLESS OTHERWISE
NOTED
V.B. VAPOR BARRIER
V.I.F. VERIFY IN FIELD
V.T.R. VENT THROUGH ROOF
VERT. VERTICAL
W.C. WATER CLOSET
W.H. WATER HEATER
W.I. WROUGHT IRON
W.W.F. WOVEN WIRE FABRIC
w/ WITH
w/o WITHOUT
WD. WOOD
For Council Approval
Not for Bidding

Page 230 of 3513 ends

PLUMBING FIXTURE COUNT
NOTE: EXSITING PLUMBING COUNT SHALL BE

MAINTAINED - ADDITIONAL FIXTURES NOT REQUIRED PER
CPC 422 SINCE NO ADDITIONAL OCCUPANTS OR SQUARE

FOOTAGE ARE PROVIDED
NOTES:

1. REFER TO POSTED SIGNAGE PLAN ON SHEET T3.2

FOR LOCATION OF TACTILE EXIT SIGNS
ILLUMINATED EXIT SIGN - REF. ELECTRICAL DWGS.
100 NUMBER OF OCCUPANTS

SF/OCC OCC
LOBBY
800 SF
200 4
1 EXIT

PORTABLE FIRE EXTINGUISHER

DOOR EGRESS CALCULATION

NOMINAL

DOOR WIDTH
NET

OPENING
FACTOR MAX. NO. OF

OCCUPANTS
36"
42"
48"
39"
45"
33"

0.15" / OCC.

0.15" / OCC.
260
300
220
72" 68" 0.15" / OCC. 453

FOR BUILDINGS FULLY EQUIPPED WITH AN AUTOMATIC FIRE

SPRINKLER SYSTEM AND EMERGENCY VOICE/ALARM SYSTEM

ROOM NAME

ROOM AREA

OCCUPANT LOAD

EXITS REQUIRED

OCCUPANCY LOAD FACTOR

PANIC HARDWARE PANIC

AREA NOT IN SCOPE
A

SF/OCC OCC
1,014 SF
51 CLASSROOM
20 EXITS

SF/OCC OCC
407 SF
9 MEN'S

SHOWERS
50 EXITS

SF/OCC OCC
405 SF
9 WOMEN'S

SHOWERS
50 EXITS
(E) MECHANICAL
(E) GUARD
ROOM
(E) STORAGE (E) EQUIP.
(E) CONCESSIONS

WOMEN'S

TOILETS
(E) LOBBY
MEN'S

TOILETS

OVERALL DIAGONAL
(E) 48' - 10" EXCEEDS HALF OF DIAGONAL
(E) 28' - 9"
26 26
5 5
9 PANIC PANIC
NOTE: EXISTING POSTED SIGNAGE AND

ILLUMINATED SIGNAGE TO REMAIN

EXISTING
5 5
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

 



   







   
Copyright WMB, Inc.

DATE PURPOSE
PUBLISH HISTORY:

No.

WMB Project No.

02.20.26 Initial Submittal
2000 L Street
T 209.944.9110
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
Suite 125
F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com

04.15.26 Coordination
1 04.27.26 Plan Check Response
A
4/28/2026 12:07:09 AM
T2.1

OCCUPANCY AND EGRESS
PLAN
Roseville Aquatics
Complex - Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747
LEGEND
1/8" = 1'-0"

OCCUPANCY AND EGRESS PLAN
1/8" = 1'-0"
For Council Approval
Not for Bidding

Page 231 of 3513 ends

CALGREEN 2025 COMPLIANCE SCHEDULE

SECTION REQUIREMENT PROJECT-SPECIFIC INFORMATION RESPONSIBILITY DOCUMENTATION

VERIFICATION

5.1 5.106.1

5.106.4.1.1

5.106.4.1.2

5.106.4.1.3

5.106.4.1.4

5.106.8

5.106.10

5.3 5.303.1.1
Contractor /
Installer

5.303.3.1
Contractor /
Installer

5.303.6

5.304.1 Jurisdiction

5.4 5.407.2.1 Moisture control, sprinklers – Design and maintain landscape irrigation systems to prevent spray on structures.

Jurisdiction

5.407.2.2.1 Jurisdiction

5.408.1 Specification Section 017419 Contractor
Construction Waste
Management Plan +
waste/recycling weight
tickets and receipts

5.408.1.1 Specification Section 017419 Contractor

5.408.3 Contractor

5.410.1 Jurisdiction

5.410.2

SECTION REQUIREMENT PROJECT-SPECIFIC INFORMATION RESPONSIBILITY

5.5 5.503.1 Fireplaces – Install only direct-vent sealed-combustion gas or sealed wood-burning fireplaces, or a sealed wood stove or pellet stove. Wood stoves and pellet stoves shall comply with U.S. EPA NSPS emission limits.

Covering of duct openings and protection of mechanical
equipment during construction – All duct and air distribution component openings shall be covered with tape, plastic, and/or sheet metal during storage and rough installation until final startup in order to reduce the amount of water, dust, and debris which may enter in the system.

Contractor /
Installer
Adhesives, sealants and caulks shall comply with V.O.C. limits listed in Tables 5.504.4.1 + 5.504.2
Refer to Interior Finish Schedule and
Specification Section 079200
Paints and coatings shall comply with V.O.C. limits listed in Table 5.504.4.3
Refer to Interior Finish Schedule and
Specification Section 099100
Carpet systems (including carpet cushion) shall meet the requirements of the California Department of Public Health, “Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using
Environmental Chambers,” Version 1.2, January 2017.

Refer to Interior Finish Schedule and
Specification Sections 062000 + 064100
Composite wood products – Hardwood plywood,
particleboard, and medium density fiberboard shall comply with formaldehyde emission limits specified in Table 5.504.4.5.

Contractor /
Installer

5.504.3

5.504.4.1

5.504.4.3

5.504.4.4

5.504.4.5
Contractor /
Installer
Contractor /
Installer
Contractor /
Installer
Contractor /
Installer
Product data for
installed materials
Product data for
installed materials
Product data for
installed materials
Product data and/or
certifications; chain of
custody certifications

5.504.4.6 Contractor /
Installer
Product data for
installed materials
Air filters – Install air filtration media with a minimum MERV rating of 13 for outside and return air.

5.504.5.3 Contractor /
Installer
Product data and
location of installed
filters
Environmental Tobacco Smoke control – At designated
outdoor smoking areas, post signage prohibiting smoking within 25' of building entries, outdoor air intakes, and operable windows; or comply with local or applicable ordinance.

5.504.7 Jurisdiction
Indoor moisture control – Buildings shall meet or exceed provisions of California Building Code §1202 and Chapter 14.

5.505.1 Jurisdiction

5.507.4.1 Jurisdiction
Interior sound transmission – Wall and floor-ceiling
assemblies separating tenant spaces from other tenant
spaces or public spaces shall have an STC of at least 40.

5.507.4.3 Jurisdiction

5.508.2 Contractor /
Installer
Product data for
refrigerants and/or fire
suppression materials

5.504.1 Limit use of permanent HVAC system during construction to condition the building within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, or an average
efficiency of 30%; and replace all filters prior to occupancy.

Refer to notes on mechanical plans. Contractor /
Installer
Refer to notes on mechanical plans.

Refer to notes on mechanical plans.

5.507.4.1.1 Noise exposure where noise contours not readily available – Buildings exposed to a noise level of 65 dB Leq-1- hr during any hour of operation shall have exterior wall and roof-ceiling assemblies exposed to the noise source meeting a STC 45 rating minimum (OITC 35), with exterior windows of a STC 40 rating minimum (OITC 30).

Jurisdiction

5.106.5.3
Contractor /
Installer

5.303.3.2
Contractor /
Installer
Showerheads shall have a maximum flow rate of 1.8 gal/min at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA Watersense Specification for Showerheads.

5.303.3.3.1
Contractor /
Installer

5.303.3.3.2 Multiple showerheads serving one shower shall have a combined maximum flow rate of 1.8 gal/min at 80 psi. Or, the shower shall be designed to allow only one showerhead to be in operation at a time.

5.407.1 Jurisdiction
Outside air delivery for mechanically or naturally ventilated spaces in buildings – Meet the minimum requirements of
CEC §120.1 (Requirements For Ventilation), or applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8.

5.506.1 Jurisdiction
CO2 monitoring – For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed per CEC §120.1(c)(4).

5.506.2 Jurisdiction

5.507.4 Acoustical control – For buildings within the 65 CNEL Jurisdiction noise contour of an airport, freeway, expressway, railroad, industrial source, or fixed guideway; employ STC- or OITCrated building assemblies and components, using either the prescriptive or performance method below.

Performance method – Wall and roof-ceiling assemblies
exposed to the noise source making up the building or
addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level of 50dBA in occupied areas during any hour of operation.

5.507.4.2 Jurisdiction
Site features – Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior.

5.507.4.2.1 Jurisdiction
Documentation of compliance – An acoustical analysis
documenting complying interior sound levels shall be
prepared by personnel approved by the architect or engineer or record.

5.507.4.2.2 Jurisdiction
Ozone depletion and greenhouse gas reductions –
Installations of HVAC, refrigeration, and fire suppression shall not contain CFCs or Halons.

5.508.1 Contractor /
Installer
Product data for
refrigerants and/or fire
suppression materials
Refer to notes on mechanical plans.

Refer to notes on mechanical plans.

5.410.4
PLANNING + DESIGN
WATER EFFICIENCY + CONSERVATION
MATERIAL CONSERVATION + RESOURCE EFFICIENCY

ENVIRONMENTAL QUALITY
Stormwater pollution prevention during construction – For projects disturbing less than one acre of land, comply with local ordinances for stormwater management and/or erosion control; and/or implement BMPs for erosion/sediment control.

Short-term bicycle parking – For projects generating visitor traffic, provide permanently-anchored, readily-visible bicycle racks within 200' of the visitors' entrance, equal to 5% of new visitor vehicle spaces (min one two-bike rack).

Long-term bicycle parking –
• For new buildings providing tenant spaces for 10 or more tenant-occupants, • For additions or alterations adding 10 or more tenant-occupant vehicular parking spaces, or • For new shell buildings to have future tenant-occupants in any amount, Provide secure bicycle parking equal to 5% of the added (or anticipated future) tenant-occupant vehicular parking spaces (min. 1 bicycle parking facility).

Electric vehicle (EV) charging at new projects – At new projects providing ten or more vehicle parking spaces, provide EV capable spaces and supply equipment (quantity per Table 5.106.5.3.1).

Identify by signage or pavement markings per CalTrans Traffic Operations Policy Directive 13-01.

Light pollution reduction – Design and install outdoor lighting systems to comply with the following:
• Min. requirements for Lighting Zones 0-4 per CEC
• Backlight ratings per IES TM-15-11
• Uplight and Glare ratings per CEC
• Allowable BUG (backlight/uplight/glare) ratings per Table 5.106.8 OR comply with local ordinance, whichever is more stringent.

Grading and paving – Indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings.

N/A - Project does not alter the
drainage path.

Water meters – In new bldgs or additions in excess of 50,000 s.f., provide separate water submeters for:

1. Each tenant space projected to consume more than 100 gal/day (for example, laundromats, restaurants, medical/dental offices, laboratories, or beauty salon)

2. Where submeters for individuals tenants are not feasible, add submeters to the following systems:
a. Makeup water for cooling towers (where flow through > 500 gpm) b. Makeup water for evaporative coolers (where flow through > 6 gpm) c. Steam and hot-water boilers (where energy input > 500,000 Btu/h)

5.303.1.2 Provide a separate water submeter or metering device for any tenant within a new bldg or addition that is projected to consume more than 1,000 gal/day Water closet effective flush volume shall not exceed 1.28 gallons per flush. Refer to plumbing plans.

Refer to plumbing plans.

Urinal flush volume shall not exceed 0.125 gal/flush at wall-mounted urinals or 0.5 gal/flush at floormounted or other urinals Standards – Plumbing fixtures and fittings shall be installed in accordance with the CPC, and shall meet applicable standards in Table 1701.1 of the CPC and in Ch. 6 of CGBC.

Outdoor potable water use in landscape areas shall comply with either a local water efficient N/A - Project provides no irrigation. landscape ordinance, or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent Weather protection – Provide a weather-resistant exterior wall and foundation envelope as required by CBC §1402.2, manufacturer's installation instructions, or local ordinance, whichever is more stringent.

Install flashings integrated with a drainage plane.

Moisture control, entries and openings – At exterior entries and/or openings which are subject to foot traffic or wind-driven rain, prevent water intrusion by:
• using nonabsorbent floor and wall finishes within at least 2 ft. around and perpendicular to the opening • providing 4 feet of shelter through an awning, overhang, or recess

5.407.2.2.2
Construction waste management – Recycle and/or reuse 65% min of nonhazardous construction/demolition waste (per §5.408.1.1, §5.408.1.2, or §5.408.1.3); or comply with local construction/demolition waste management ordinance, whichever is more stringent.

N/A - Project provides no irrigation.

Construction waste management plan – Where the local jurisdiction does not have a construction and demolition waste management ordinance that is more stringent, submit a construction waste management plan that complies with §5.408.1.1
Excavated soil and land clearing debris (trees, stumps, rocks, vegetation) shall be 100% reused or recycled.

Recycling by occupants – Provide areas for the depositing, storage, and collection of non-hazardous materials for recycling—including paper, corrugated cardboard, glass, plastics, organic waste, and metals; or meet a local recycling ordinance, if more restrictive.

Commissioning for new buildings 10,000 s.f. and greater:

1. Owner's Project Requirements (OPR)

2. Basis of Design (BOD)

3. Commissioning Plan

4. Functional Performance Testing

5. Documentation and training

6. Commissioning Report
N/A - Project provides no fireplaces.

Jurisdiction
N/A - No designated outdoor smoking
area provided.

N/A - Building not divided into tenant
spaces.

Supermarket refrigerant leak reduction – New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores that both:
• have 8,000 s.f. or more of conditioned area
• utilize either refrigerated display cases, walk-in coolers, or walk-in freezers connected to remote compressor units or condensing units
Prescriptive method – Envelope wall and roof-ceiling
assemblies shall be minimum STC 50 (or OITC 40).

Exterior windows shall be minimum STC 40 (or OITC 30).

N/A - Building not within 65 CNEL noise
contours of an airport, freeway,
expressway, railroad, industrial source,
or fixed guideway.

Testing and adjusting of systems for new buildings less than 10,000 s.f. or new systems for an initial tenant improvement:

1. Develop a written plan of procedures for testing and adjusting HVAC systems and controls, indoor and outdoor lighting and controls, water heating systems, renewable energy systems, landscape irrigation systems, and water reuse systems, if any.

2. Perform testing, adjusting and balancing procedures in accordance with project specifications

3. Provide final report of testing signed by the individual responsible for performing the tests

4. Provide building owner with operation and maintenance manual.

N/A - Project provides no commercial
refrigerated display cases, walk-in
coolers, or walk-in freezers
Refer to notes on mechanical plans.

NONRESIDENTIAL MANDATORY MEASURES prescriptive method performance method Refer to wall schedules on A2.2
N/A - Project provides no carpeting.

N/A - Project provides
no resilient flooring.

N/A - Building occupied by a single
owner, not individual tenants.

N/A - Project does not alter exterior
lighting.

N/A - Alteration does not affect the
building's exterior walls or foundation.

N/A - Project does not alter
exterior openings.

N/A - Project does not disturb soil.

N/A - Alteration does not affect building
exterior.

N/A - Project is an addition/alteration.

Contractor /
Installer
N/A - Project is an alteration, see
§5.106.5.4 below

5.504.4.7

5.504.4.8
Contractor /
Installer
Product data for
installed materials
Contractor /
Installer
Product data for
installed materials
Thermal Insulation – Comply with the requirements of the California Department of Public Health, “Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental
Chambers,” Version 1.2, January 2017.

Acoustical ceiling and wall panels – Comply with the
requirements of the California Department of Public Health, “Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using
Environmental Chambers,” Version 1.2, January 2017.

Refer to Interior Finish Schedule and
Specification Section 072100.

5.106.5.5 Electric vehicle (EV) charging (medium- and heavy-duty) – For new warehouses, grocery stores, office buildings, manufacturing facilities, or retail stores; provide spare raceway(s)/busway(s) and capacity for planned off-street loading spaces (quantity and capacity per Table 5.106.5.5.1).

N/A - Project provides no acoustical
ceiling or wall panels.

Resilient flooring – For 80% of the floor area receiving resilient flooring, install products complying with the California Department of Public Health, “Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental
Chambers,” Version 1.2, January 2017.

N/A - Project is an renovation which
increases the floor area by less than
30%.
(No additional
documentation
required)
(No additional
documentation
required)
(No additional
documentation
required)
(No additional
documentation req'd)
(No additional
documentation
required)
(No additional
documentation req'd)
(No additional
documentation req'd)
(No additional
documentation req'd)
(No additional
documentation req'd)
(No additional
documentation req'd)
(No additional
documentation
required)
(No additional
documentation req'd)
(No additional
documentation req'd)
(No additional
documentation
required)
(No additional
documentation req'd)
(No additional
documentation
required)
(No additional
documentation req'd)
(No additional
documentation
required)
(No additional
documentation
required)
(No additional
documentation
required)
(No additional
documentation
required)
(No additional
documentation
required)
(No additional
documentation
required)
(No additional
documentation
required)
(No additional
documentation
required)
(No additional
documentation
required)
(No additional
documentation
required)
(No additional
documentation
required)
(No additional
documentation
required)
(No additional
documentation
required)
N/A - All showers have only one
showerhead.

N/A - Project is an addition/alteration.

N/A - Project disturbs no land

5.105.1 Deconstruction and reuse of existing structures – Alteration(s) to existing building(s) with a combined altered floor area of 100,000 s.f. or greater; or addition(s) to existing building(s) where the total floor area combined with the existing building(s) is 100,000 s.f. or greater; shall comply with either §5.105.2, §5.409.2, or §5.409.3

5.105.2

5.409.2
Reuse of existing building – An alteration/addition to an (e) bldg shall maintain min 45% combined of the (e) bldg’s primary structural elements (foundations; columns, beams, walls, and floors; and lateral elements) and (e) bldg enclosure (roof framing, wall framing and exterior finishes). (Window assemblies, insulation, portions of buildings deemed structurally unsound or hazardous, and hazardous materials that are remediated as part of the project shall not be included in the calculation.) Whole-building lifecycle assessment – (See §5.409.2 below.) Building maintains at least 45% of
applicable elements

5.409.1 Life cycle assessment for new buidlings – Projects consisting of newly constructed building(s) with a combined floor area of 100,000 s.f. or greater shall comply with either §5.409.2 or §5.409.3.

Product GWP compliance – (See §5.409.3 below.)
N/A - Alteration/addition neither alters more than 100,000 s.f. nor increases total building area beyond 100,000 s.f.

5.409.3

5.409.2 Refer to worksheet 'WS-9' on
sheet [X0.0].

Projects shall conduct a cradle-to-grave whole-building lifecycle assessment performed in accordance with ISO 14040 and ISO 14044, excluding operating energy, and demonstrating a min 10% reduction in global warming potential (GWP) as compared to a reference baseline building of similar size, function, complexity, type of construction, material specification, and location that meets the requirements of the current California Energy Code. Software datasets and calculation methods shall comply with 5.409.2.

Product global warming potential (GWP) compliance (prescriptive path) – Each permanentlyinstalled product listed in Table 5.409.3 shall have a Type III environmental product declaration (EPD), product- or factory-specific.

5.409.3 Refer to worksheet 'WS-5' on
sheet [X0.0].

Calculation on
construction
documents
Architect /
Engineer
Calculation on
construction
documents
Architect /
Engineer

VERIFICATION

DOCUMENTATION

5.106.5.4 (No additional
documentation
required)
Electric vehicle (EV) charging at additions or alterations – When:

1. An addition/ateration to a building increases power supply to an electric service panel,

2. An addition/alteration to a parking facility increases power supply to an electric service panel, or

3. A new photovoltaic system is installed covering existing parking spaces, Construction shall provide EV capable spaces and supply equipment per §5.106.5.3 in quantity per Table 5.106.5.3.1, considering the total number of spaces added or altered. If required EV capable spaces and supply equipment exceeds existing quantities, provide EV charging equal to the difference.

N/A - Project does not increase power
supply to an electric service panel
N/A - Project is an alteration
N/A - Project is an alteration/addition which neither alters more than 100,000 s.f. nor increases total building area beyond 100,000 s.f.

N/A - Project is an [addition/alteration]
adding 9 or less tenant-occupant
parking spaces.

N/A - No new visitor motorized vehicle
parking spaces added under this project.

N/A - Building occupied by a single
owner, not individual tenants.
(No additional
documentation
required)
(No additional
documentation
required)
(No additional
documentation
required)
(No additional
documentation
required)
(No additional
documentation
required)
(No additional
documentation
required)
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   
Copyright WMB, Inc.

DATE PURPOSE
PUBLISH HISTORY:

No.

WMB Project No.

02.20.26 Initial Submittal
2000 L Street
T 209.944.9110
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
Suite 125
F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com

04.15.26 Coordination
1 04.27.26 Plan Check Response
A
4/28/2026 12:07:10 AM
T2.2

CALGREEN CODE

COMPLIANCE
Roseville Aquatics
Complex - Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747
For Council Approval
Not for Bidding

Page 232 of 3513 ends

7"-9" TOILET TISSUE DISPENSER 33" - 36" 17" - 19" TOP OF SEAT 17"-18" 33" - 36"
24" MIN. 12" MIN.

TRANSFER
SIDE
12" MIN. 42" MIN. MIN. 1½" CLR.
54" MIN. 19" MIN.
24" MIN. 1½" MIN.

NOTES:

1. CONTROLS SHALL NOT REQUIRE TIGHT GRASPING, TWISTING, PINCHING, OR MORE THAN 5 LBS. OF FORCE TO OPERATE.

2. THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE

WATER CLOSET, ASSOCIATED GRAB BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS, COAT

HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE & CLEARANCES REQUIRED AT OTHER FIXTURES, AND THE TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED WITHIN THE REQUIRED WATER CLOSET CLEARANCE.
36" MIN.

HAND-ACTIVATED

CONTROL ON
TRANSFER SIDE 60" MIN. CLR.
56" MIN. CLR. 17"-18"

DOOR PERMITTED

TO SWING OVER

HATCHED AREA
NOTE: REFER TO TOILET

COMPARTMENT DETAILS FOR

ADDITIONAL CLEARANCE

REQUIREMENTS
SANITARY NAPKIN DISPOSAL UNIT 19" MIN. TO OPENING
48" MIN. CLR.

MANEUVERING CLEARANCE 12" CLR. ABV. MIN. 40" MAX.
30"x48"

CLEAR SPACE

PARTITION
30" MIN.

MIN.
13 1/2" 17" MAX.44" MAX. 24" MAX. 48" MIN.

NOTE: CONTROLS SHALL NOT REQUIRE TIGHT GRASPING, TWISTING, PINCHING, OR MORE THAN 5 LBS. OF FORCE TO OPERATE

HAND-ACTIVATED

CONTROL

ELEVATION VIEW PLAN VIEW
NOTE: CONTROLS SHALL NOT REQUIRE

TIGHT GRASPING, TWISTING, PINCHING,
OR MORE THAN 5 LBS. OF FORCE TO

OPERATE
8" MIN.
6" MAX. 11" MIN.
17"-19" 27" MIN. 9" MIN. 34" MAX.

LAVATORY

COMBINED

REQUIRED

KNEE AND TOE

CLEARANCE

INSULATE

WATER SUPPLY
& DRAIN PIPING 29" MIN.
18" MIN.
30"x48"
CLEAR SPACE 17"-19" 32" MIN. CLR. 18" CLR. MIN.

FLUSH ACTIVATOR
ON WIDE SIDE 17" - 18" 60" MIN .CLR.

PARTITION SHALL PROVIDE 9" MIN. TOE CLEARANCE
ABOVE FLOOR, 6" MIN. BEYOND FACE OF PARTITION 6" MIN.
*
48" MIN. CLR.
4" MAX. FROM SIDE PARTITION FARTHEST FROM WATER CLOSET
NOTES:

1. PARTITION DOOR SHALL BE SELF-CLOSING AND HAVE A PRIVACY LATCH.

2. DOOR PULLS SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH.

3. HANDLES, PULLS, AND OPERABLE PARTS ON DOORS SHALL BE LOCATED BETWEEN 34" AND 44" ABOVE THE FINISH FLOOR.
56" MIN. CLR. @ WALL-MOUNTED W.C.
59" MIN. CLR. @ FLOOR-MOUNTED W.C.
7" - 9" TOILET TISSUE DISPENSER 33" - 36" 17" - 19"
12" MIN. 42" MIN. MIN. 1½" CLR.
54" MIN. 19" MIN.
24" MIN. 1½" MIN. 40" MAX.

SANITARY NAPKIN DISPOSAL UNIT 19" MIN. TO OPENING 12" CLR. ABV. MIN.

SELF-CLOSING, OUTWARD-SWINGING DOOR 35" - 37" CLR.
60" MIN. CLR. 17"-19" 17"-19"

GRAB BARS ON BOTH SIDES
OF COMPARTMENT 32" MIN. CLR. OPENING WIDTH
44" MIN. CLR.

NOTES:

1. PARTITION DOOR SHALL BE SELF-CLOSING AND HAVE A PRIVACY LATCH.

2. DOOR PULLS SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH.

3. HANDLES, PULLS, AND OPERABLE PARTS ON DOORS SHALL BE LOCATED BETWEEN 34" AND 44" ABOVE THE FINISH FLOOR.

APPROACH

MIRROR ABOVE
LAV. OR COUNTER

SWITCHES
& OUTLETS
F.E. CABINET DISPENSERS

TO BOTTOM EDGE OF
REFLECTING SURFACE 40" MAX. 48" MAX. 48" MAX. (46" MAX. OVER CASEWORK) 15" MIN.40" MAX. TO OPERABLE PART 35" MAX.

MIRROR FIRE
ALARMS 42" - 48" 48" MAX.

BABY DIAPER CHANGING STATION

TO OPERABLE PART

TO TOP OF
WORK SURFACE 28" - 34"
FINISH FLOOR 27" MIN.

TO TOP OF

OUTLET BOX

TO BOTTOM

OF OUTLET

BOX PROVIDE KNEE & TOE

CLEARANCE PER
"KNEE-TOE CLEARANCE
AT WORK SURFACE"

DETAIL THIS SHEET

HAND-ACTIVATED DOOR

OPENING HARDWARE,

HANDLES, PULLS,

LATCHES, AND LOCKS

ELEVATION VIEW

PLAN VIEW

PUSH SIDE

PULL SIDE
* 34" MIN. 44" MAX.

PROVIDE THIS ADDITIONAL

SPACE (SHADED AREA)

IF DOOR IS EQUIPPED

WITH BOTH A LATCH AND

A CLOSER
12" MIN.

THE FORCE REQUIRED

TO ACTIVATE OPERABLE

DOOR HARDWARE SHALL
BE 5 POUNDS MAX. 60" MIN. 48" MIN.
24" MIN. CLR. AT EXT. DOORS
18" MIN. CLR. AT INT. DOORS 34" MAX. TO TOP OF RIM 27" MIN. 8" MIN.
6" MAX. 11" MIN.
17"-25" 9" MIN.
24" MAX.

COUNTERTOP

COMBINED REQUIRED

KNEE AND TOE

CLEARANCE
SINK
NOTE: FOR REQ'D

KNEE-TOE

CLEARANCE AT

LAVATORIES,

SEE ACCESSIBLE
LAVATORY DETAIL 1/4" MAX. MAX. 1/4" MAX. 1/4" MAX. 1/2" VERTICAL CHANGE IN LEVEL @

FLOOR/GROUND SURFACES
1 2
MAX. SLOPE
BEVELED CHANGE IN LEVEL @

FLOOR/GROUND SURFACES
1/2" MAX. *

LONG DIMENSION

PERPENDICULAR

TO DOMINANT

DIMENSION OF
TRAVEL

DOMINANT DIRECTION

OF TRAVEL
* 80" MIN.4" MAX.

PROTRUSION

LEADING EDGE

GREATER THAN
27" A.F.F.

PROTRUSIONS ABOVE

MAY NOT ENCROACH

INTO CIRCULATION
BEYOND 80" A.F.F.

Ø 60" CLR. 60" 36" 24"
12" 36" 12"
CIRCULAR SPACE T-SHAPED SPACE 60" 34" MAX. 27" MIN.
19"-25" MIN. 9"
24" MAX.

DINING OR

WORK SURFACE

COMBINED

REQUIRED

KNEE AND TOE

CLEARANCE
19" MIN.
30"x48"

CLEAR SPACE

PLAN VIEW ELEVATION VIEW
16" CLR.

MIN.
16" CLR.

MIN. * ACTIVATION
SENSOR 48" MAX. TO OPERABLE PARTS
4" MAX. WHEN NOT

INSIDE ALCOVE

BACK / CONTROL WALL SIDE WALL

CLEAR FLOOR SPACE FOLDING SEAT SEAT-SIDE WALL
1/2" MAX.

THRESHOLD
60" MIN. FACE OF FINISH 30" MIN. 36" MIN.
60" MIN. - FACE OF FINISH

FOLDING SEAT

AREA OF

CONTROLS,

FAUCET, &
SHOWER

SPRAY UNIT
16" MIN.
27" MAX. 33" - 36" 48" MAX. TO TOP OF MOUNTING BRACKET 6" MAX. 6" MAX.

NOTE: GRAB

BARS SHALL NOT

BE PROVIDED

ABOVE THE SEAT
GRAB BARS 3" MAX. 1 1/2" MAX.
22" - 23"
15"-16"
MAX.
2 1/2" 17" - 19" 14" - 15" 48" MAX.

NOTES:

1. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND

AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING,
OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO
ACTIVATE OPERABLE PARTS SHALL BE 5 LBS. MAX.

2. CONTROLS AND FAUCETS SHALL ALLOW THE USER TO
CLOSE AND OPEN THE WATER SUPPLY.

3. DRAIN GRATES SHALL HAVE 1/4" MAXIMUM OPENINGS
AND SHALL BE FLUSH WITH THE FLOOR SURFACE.

BACK / CONTROL WALL
SLOPE
1:48 MAX.

TYP.

WALL, PER PLAN
2 1/2" MAX.
20" MIN. 17"-19" 18" MIN.

NOTES:

1. AT WET LOCATIONS, PROVIDE A SLIP-RESISTANT SEAT SURFACE THAT SHALL NOT ACCUMULATE WATER.

2. BENCH THIS DETAIL SHOWN TO ILLUSTRATE CODE REQUIREMENTS ONLY. REFER TO SPECIFICATIONS FOR PRODUCT MAKE, MODEL, AND OTHER REQUIREMENTS.

C.M.U. BASE - REF.

REMODEL PLANS

WALL CONTINUOUS
BEHIND BENCH 2 1/2" MAX. 20" MIN.
30"x48"

CLEAR SPACE
PER PLAN (48" MIN)

ELEVATION VIEW PLAN VIEW
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
   
Copyright WMB, Inc.

DATE PURPOSE
PUBLISH HISTORY:

No.

WMB Project No.

02.20.26 Initial Submittal
2000 L Street
T 209.944.9110
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
Suite 125
F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com

04.15.26 Coordination
1 04.27.26 Plan Check Response
A
4/28/2026 12:07:11 AM
T3.1

BUILDING ACCESSIBILITY

DETAILS
Roseville Aquatics
Complex - Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747
1/2" = 1'-0" A

ACCESSIBLE WATER CLOSET
1/2" = 1'-0" B

ACCESSIBLE URINAL
1/2" = 1'-0" C

ACCESSIBLE LAVATORY
1/2" = 1'-0" D
ACC. R.R. STALL - END DOOR OUTWARD
1/2" = 1'-0" E
ACC. R.R. STALL - AMBULATORY
M 1/2" = 1'-0"

MOUNTING HEIGHTS
1/4" = 1'-0" L ACCESSIBLE DOOR
1/2" = 1'-0" Q
KNEE-TOE CLEARANCE @ SINK
6" = 1'-0" K

VERTICAL OFFSETS
1 1/2" = 1'-0" J OPENINGS IN GROUND SURFACES
1/4" = 1'-0" N

PROTRUSION LIMITS
3/8" = 1'-0" H

TURNING SPACE
1/2" = 1'-0" P
KNEE-TOE CLR. @ WORK SURFACE
1/2" = 1'-0" F BOTTLE FILLING STATION
1/2" = 1'-0" G

ROLL-IN SHOWER STALL
1/2" = 1'-0" R

ACCESSIBLE BENCH
For Council Approval
Not for Bidding

Page 233 of 3513 ends

SIGNAGE LOCATION SYMBOL
1 SIGNAGE TYPE - REFER TO SCHEDULE
(E) MECHANICAL
(E) GUARD
ROOM

WOMEN'S

TOILETS
(E) LOBBY
MEN'S

TOILETS
MEN'S

SHOWERS

WOMEN'S

SHOWERS
(E) CLASSROOM
(SIGNAGE TO REMAIN)
C C
E
F
E
F
A B
CONTRACTED GRADE 2 BRAILLE

CENTERED BELOW TEXT
+60" A.F.F. MAX. TO BASELINE

OF HIGHEST CHARACTER
+48" A.F.F. MIN. TO BASELINE

OF LOWEST LINE OF BRAILLE
NOTES:

1. CHARACTERS, SYMBOLS, AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH.

CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND (LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND)

2. REFER TO TACTILE SIGN LOCATION DETAIL FOR SIGN LOCATION RELATIVE TO DOORS

3. BRAILLE SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 11B OF THE C.B.C.,

LATEST EDITION

4. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION
1/4" RADIUS - TYP.

ELECTRICAL 3/8" MIN. 1/2" MAX. 3/4" 3/8" MIN.

ROOM NAME, PER PLAN - 1" HIGH TACTILE UPPERCASE SANS-SERIF LETTERS, CHARACTERS RAISED 1/32"
CONTRACTED GRADE 2

BRAILLE CENTERED
BELOW TEXT - TYP.
+60" A.F.F. MAX. TO

BASELINE OF

HIGHEST CHARACTER
+48" A.F.F. MIN. TO

BASELINE OF LOWEST
NOTES: LINE OF BRAILLE

1. CHARACTERS, SYMBOLS, AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND (LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND)

2. REFER TO TACTILE SIGN LOCATION DETAIL FOR SIGN LOCATION RELATIVE TO DOORS

3. BRAILLE SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 11B OF THE C.B.C.,

LATEST EDITION

4. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION

RESTROOM MEN WOMEN
6" HIGH PICTOGRAM - RAISED 1/32", CONTRASTING
BACKGROUND - TYP. PICTOGRAM FIELD 6" MIN. - TYP. 3/8" MIN. 1/2" MAX. 3/4" 3/8" MIN.

I.S.A. - TYP.
1/4" RADIUS - TYP.

TACTILE UPPERCASE

SANS-SERIF LETTERS,
CHARACTERS RAISED 1/32"

ALIGN VERTICAL

CENTERLINE OF

SYMBOL WITH

CENTERLINE OF
DOOR - TYP. 58"
–60" A.F.F.

UNISEX MEN WOMEN

CONTRASTING
COLORS
NOTES:

1. COLOR TO CONTRAST WITH DOOR COLOR

2. NO PICTOGRAM REQUIRED

3. NO BRAILLE OR TEXT ON THIS SIGN

4. EDGES OF GEOMETRIC SYMBOLS SHALL BE EASED OR ROUNDED AT 1/16" MIN. OR CHAMFERED AT 1/8" MAX. 12" DIAMETER 12" 12" DIAMETER
12"
1/8" TO 1/4" RADIUS
AT VERTICES - TYP.

INFORMATIONAL SIGNAGE: NO BRAILLE REQUIRED. SUBSURFACE
CHARACTERS, NON-TACTILE TEXT, UPPER CASE, NON-GLARE FINISH.

CHARACTERS & SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND BABY

CHANGING

STATION
1/4" RADIUS - TYP. 1"

RESTROOM IDENTIFICATION

WALL SIGNAGE BELOW
+70" A.F.F. MAX. TO BASELINE

OF HIGHEST CHARACTER
+40" A.F.F. MIN. TO BASELINE
OF LOWEST CHARACTER 3/4" ALIGN
CONTRACTED GRADE 2 BRAILLE

CENTERED BELOW TEXT
+60" A.F.F. MAX. TO BASELINE

OF HIGHEST CHARACTER
+48" A.F.F. MIN. TO BASELINE

OF LOWEST LINE OF BRAILLE
NOTES:

1. CHARACTERS, SYMBOLS, AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH.

CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND (LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND)

2. REFER TO TACTILE SIGN LOCATION DETAIL FOR SIGN LOCATION RELATIVE TO DOORS

3. BRAILLE SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 11B OF THE C.B.C.,

LATEST EDITION

4. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION
1/4" RADIUS - TYP.

SHOWER 3/8" MIN. 1/2" MAX. 3/4" 3/8" MIN. CONTRACTED GRADE 2 BRAILLE

CENTERED BELOW TEXT
+60" A.F.F. MAX. TO BASELINE

OF HIGHEST CHARACTER
+48" A.F.F. MIN. TO BASELINE

OF LOWEST LINE OF BRAILLE
NOTES:

1. CHARACTERS, SYMBOLS, AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH.

CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND (LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND)

2. REFER TO TACTILE SIGN LOCATION DETAIL FOR SIGN LOCATION RELATIVE TO DOORS

3. BRAILLE SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 11B OF THE C.B.C.,

LATEST EDITION

4. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION
1/4" RADIUS - TYP.

SHOWER 3/8" MIN. 1/2" MAX. 3/4" 3/8" MIN. 6" PICTOGRAM FIELD MIN. TYP. 



 



   







   
Copyright WMB, Inc.

DATE PURPOSE
PUBLISH HISTORY:

No.

WMB Project No.

02.20.26 Initial Submittal
2000 L Street
T 209.944.9110
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
Suite 125
F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com

04.15.26 Coordination
1 04.27.26 Plan Check Response
A
4/28/2026 12:07:13 AM
T3.2
POSTED SIGNAGE PLAN +

DETAILS
Roseville Aquatics
Complex - Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747
NOTE: DETAIL REFERENCES REFER TO DETAILS THIS SHEET U.O.N.

NO. SIGN TYPE TEXT DETAIL
A RESTROOM ID w/ ISA - WOMEN WOMEN A
B RESTROOM ID w/ ISA - MEN MEN A

C BABY CHANGING STATION (REFER TO DETAIL) C

E SHOWER (REFER TO DETAIL) E
F SHOWER w/ ISA (REFER TO DETAIL) F

POSTED SIGNAGE SCHEDULE LEGEND
1/8" = 1'-0"

POSTED SIGNAGE PLAN
1/8" = 1'-0"
3" = 1'-0" D

SECONDARY ROOM IDENTIFICATION SIGN
3" = 1'-0" A RESTROOM IDENTIFICATION WALL SIGNAGE
1 1/2" = 1'-0" B RESTROOM GEOMETRIC DOOR SYMBOLS
3" = 1'-0" C

BABY CHANGING STATION SIGNAGE
NOTE: EXISTING RESTROOM AND EGRESS SIGNAGE SHALL

REMAIN, ONLY NEW SIGNAGE IS SHOWN ON THIS PLAN
3" = 1'-0" E

SHOWER SIGNAGE
3" = 1'-0" F SHOWER SIGNAGE w/ ISA

NOT USED
A
A
For Council Approval
Not for Bidding

Page 234 of 3513 ends

EXISTING

BUILDING

02.16 8' - 0" 10' - 0"

02.17 02.18

02.18 02.18

02.19 14' - 0" 14' - 0" 02.19
REF. AQUATICS DWGS. FOR

COMPETITION POOL SCOPE
(E) REC. POOL

NOT IN SCOPE

EXISTING RESTROOM

BUILDING - NO WORK

EXISTING LAWN - NO WORK
EXISTING CONC. DECK
TO REMAIN U.ON.

EXISTING

PARKING
LOT

EXISTING

PARKING
LOT

1. ALL ITEMS IDENTIFIED TO BE DEMOLISHED OR REMOVED SHALL MEAN THAT

THE SUBJECT ITEM IS THE PROPERTY OF THE CONTRACTOR AND SHALL BE

REMOVED FROM THE SITE AND RECYCLED, REUSED OR LEGALLY DISPOSED

OF BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY OF ROSEVILLE WASTE MANAGEMENT PLAN.

2. ALL ITEMS NOT IDENTIFIED TO BE DEMOLISHED OR REMOVED ARE EXISTING TO REMAIN. THE CONTRACTOR SHALL TAKE REQUIRED PRECAUTION TO PROTECT ALL EXISTING ITEMS.

3. REFER TO POOL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION. MECHANICAL GRILLES, PLUMBING

FIXTURES, AND ELECTRICAL FIXTURES SHOWN FOR COORDINATION PURPOSES ONLY.




 



   







   
Copyright WMB, Inc.

DATE PURPOSE
PUBLISH HISTORY:

No.

WMB Project No.

02.20.26 Initial Submittal
2000 L Street
T 209.944.9110
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
Suite 125
F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com

04.15.26 Coordination
1 04.27.26 Plan Check Response
A
4/28/2026 12:07:14 AM
D1.2

DEMOLITION SITE PLAN
Roseville Aquatics
Complex - Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747

KEYNOTES

02.16 REMOVE DETECTABLE WARNING SURFACE

02.17 REMOVE PORTION OF CONCRETE POOL DECK

02.18 BID ALT. #4: REMOVE POLE-MOUNTED FIXTURES, REF. ELECTRICAL DWGS.

02.19 REMOVE PORTION OF EXISTING BLEACHERS - REF. DETAIL 1/A1.2

SITE PLAN - DEMOLITION
1" = 20'-0"

GENERAL NOTES
For Council Approval
Not for Bidding

Page 235 of 3513 ends

WALL TO REMAIN

WALL TO BE REMOVED

DOOR, FRAME, AND

HARDWARE TO BE REMOVED

WINDOW & FRAME TO BE REMOVED

STOREFRONT SYSTEM TO BE REMOVED

CONCRETE FLOORING TO BE SAWCUT AND
REMOVED - VERIFY EXTENT w/ PLUMBING

AND STRUCTURAL IMPROVEMENTS

1. ALL ITEMS IDENTIFIED TO BE DEMOLISHED OR REMOVED SHALL MEAN THAT

THE SUBJECT ITEM IS THE PROPERTY OF THE CONTRACTOR AND SHALL BE

REMOVED FROM THE SITE AND RECYCLED, REUSED OR LEGALLY DISPOSED

OF BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY OF ROSEVILLE WASTE MANAGEMENT PLAN.

2. ALL ITEMS NOT IDENTIFIED TO BE DEMOLISHED OR REMOVED ARE EXISTING TO REMAIN. THE CONTRACTOR SHALL TAKE REQUIRED PRECAUTION TO PROTECT ALL EXISTING ITEMS.

3. REFER TO POOL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION. MECHANICAL GRILLES, PLUMBING

FIXTURES, AND ELECTRICAL FIXTURES SHOWN FOR COORDINATION PURPOSES ONLY.

LOBBY

CASHIER

GUARD'S
ROOM
MEN'S

SHOWERS

WOMEN'S

SHOWERS

WOMEN'S

TOILETS
MEN'S

TOILETS
JAN. JAN.

02.01 02.01
TYP.

02.02 02.07
TYP.

02.03 TYP.

02.04 TYP.

02.05 TYP.

02.06 TYP.

02.02 02.07
TYP.

02.03 TYP.

02.04 TYP.

02.06 AREA NOT IN
SCOPE

02.06 02.06

02.09 02.09

02.15 02.15

02.14 02.08

02.11 02.10

02.09 02.15

02.15 02.13

02.13 02.08

02.10 02.11

02.09 02.14

02.29 02.31

02.31 02.31 02.31

02.31 02.31

02.32 02.33 02.33 10" 10"

22.01 22.01

22.04 A




 



   







   
Copyright WMB, Inc.

DATE PURPOSE
PUBLISH HISTORY:

No.

WMB Project No.

02.20.26 Initial Submittal
2000 L Street
T 209.944.9110
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
Suite 125
F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com

04.15.26 Coordination
1 04.27.26 Plan Check Response
A
4/28/2026 12:07:18 AM
D2.1

DEMOLITION FLOOR PLAN
Roseville Aquatics
Complex - Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747
LEGEND

KEYNOTES

02.01 FRAMED WALL TO BE REMOVED FULL HEIGHT

02.02 DEMOLISH SHOWERS, INCLUDING PLUMBING, FRAMED WALLS, AND FINISHES / WATERPROOFING

02.03 REMOVE LAVATORIES, COUNTERTOP, AND ASSOCIATED PLUMBING

02.04 REMOVE WATER CLOSETS, TOILET PARTITIONS, AND ACCESSORIES

02.05 REMOVE URINALS AND PARTITIONS

02.06 REMOVE LOCKERS, BENCHES, AND WALL ANCHORS

02.07 REMOVE LINEAR DRAIN COVER, DRAIN TO REMAIN

02.08 SAWCUT AND REMOVE CONCRETE SLAB, CURB, SHOWER PAN, GROUT BED

02.09 REMOVE EPOXY FLOORING AND WALL BASE FINISH THROUGHOUT

02.10 REMOVE C.M.U. BASE UNDERNEATH LOCKERS

02.11 SAWCUT AND REMOVE SLAB FOR RELOCATED PLUMBING - SHOWN FOR REFERENCE, REFER TO PLUMBING DWGS.

02.13 SHORE (E) LINTEL AND CEILING JOISTS AS REQ'D - REF. STRUCTURAL DWGS.

02.14 REMOVE POST - INSTALL SHORING AS REQ'D - REF. STRUCTURAL DWGS.

02.15 REMOVE WALL FINISH THROUGH SPACE, INCLUDING GYPSUM BOARD, TYP.

02.29 BID ALT. #2: REMOVE (E) DRINKING FOUNTAIN

02.31 REMOVE WALL FINISHES

02.32 SAWCUT AND REMOVE PORTION OF SLAB AS REQ'D TO INSTALL (N) FOOTING PER STRUCTURAL DWGS.

02.33 (E) EPOXY FLOORING TO REMAIN IN LOBBY - TRANSITION LINE TO BE CUT

UNDERNEATH DOOR

22.01 BID ALT. #6 MODIFY EXTERIOR SHOWER CONTROL VALVE TO RELOCATE CONTROL WITHIN ACCESSIBLE RANGE - REF. DETAIL F/A6.1

22.04 BID ALT. #7: REMOVE AND REPLACE DRINKING FOUNTAIN - REF. PLUMBING DWGS.

GENERAL NOTES
1/4" = 1'-0"

DEMOLITION FLOOR PLAN
1/4" = 1'-0"
For Council Approval
Not for Bidding

Page 236 of 3513 ends

LOBBY

GUARD'S
ROOM
MEN'S

SHOWERS

WOMEN'S

WOMEN'S SHOWERS

TOILETS
MEN'S

TOILETS
JAN. JAN.
(AREA NOT IN
SCOPE)

02.26 02.26

02.27 02.27

02.27 VESTIBULE

VESTIBULE
VEST. VEST.

02.27 02.27

02.27 02.20
9' - 0"
8' - 0" 8' - 0"
9' - 0"

02.30 02.30

02.22 1. ALL ITEMS IDENTIFIED TO BE DEMOLISHED OR REMOVED SHALL MEAN THAT

THE SUBJECT ITEM IS THE PROPERTY OF THE CONTRACTOR AND SHALL BE

REMOVED FROM THE SITE AND RECYCLED, REUSED OR LEGALLY DISPOSED

OF BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY OF ROSEVILLE WASTE MANAGEMENT PLAN.

2. ALL ITEMS NOT IDENTIFIED TO BE DEMOLISHED OR REMOVED ARE EXISTING TO REMAIN. THE CONTRACTOR SHALL TAKE REQUIRED PRECAUTION TO PROTECT ALL EXISTING ITEMS.

3. REFER TO POOL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION. MECHANICAL GRILLES, PLUMBING

FIXTURES, AND ELECTRICAL FIXTURES SHOWN FOR COORDINATION PURPOSES ONLY.

WALL TO REMAIN

WALL TO BE REMOVED

STOREFRONT SYSTEM TO BE REMOVED
EXISTING GYP. BD.

CEILING TO REMAIN
EXISTING GYP. BD.

CEILING TO REMOVED




 



   







   
Copyright WMB, Inc.

DATE PURPOSE
PUBLISH HISTORY:

No.

WMB Project No.

02.20.26 Initial Submittal
2000 L Street
T 209.944.9110
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
Suite 125
F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com

04.15.26 Coordination
1 04.27.26 Plan Check Response
A
4/28/2026 12:07:23 AM
D9.1

DEMOLITION CEILING PLAN
Roseville Aquatics
Complex - Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747

KEYNOTES

02.20 (E) ACCESS HATCH - REMOVE AND REPLACE AS REQ'D TO INSTALL (N) INSULATION PER BID. ALT. #3

02.22 BID ALT. #3: REMOVE GYP. BD. CEILING AS REQ'D TO INSTALL (N) INSULATION AND

REFRIGERANT LINES, REMOVE LIGHT FIXTURES AS REQ'D AND SALVAGE FOR

RE-INSTALLATION

02.26 REMOVE GYP. BD. CEILING - AREA SHOWN HATCHED, REMOVE LIGHTING AND HVAC DIFFUSERS AS REQ'D - REF. MECH. & ELEC. DWGS.

02.27 GYP. BD. CEILING TO REMAIN

02.30 REMOVE LIGHT SOFFIT
1/8" = 1'-0"

DEMOLITION CEILING PLAN

GENERAL NOTES
LEGEND
For Council Approval
Not for Bidding

Page 237 of 3513 ends

S
ACCESSIBLE PEDESTRIAN ROUTE:

MIN. WIDTH = 48"
MAX. SURFACE SLOPES:

CROSS SLOPE = 1:48 MAX.

SLOPE IN DIRECTION OF TRAVEL = 1:20 MAX.

RUNNING SLOPE ON RAMPS AND CURB RAMPS = 1:12 MAX.

NO VERTICAL OFFSETS IN EXCESS OF 1/4"

EXISTING

BUILDING

32.02 TYP. OF (7)
STALLS

32.03 26.04

26.04 26.04

26.04 26.04
1 A1.2
1 A1.2
2 A1.2

23.04 REF. AQUATICS DWGS.

FOR POOL SCOPE
(E) POOL

NOT IN SCOPE

TO PUBLIC WAY




 



   







   
Copyright WMB, Inc.

DATE PURPOSE
PUBLISH HISTORY:

No.

WMB Project No.

02.20.26 Initial Submittal
2000 L Street
T 209.944.9110
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
Suite 125
F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com

04.15.26 Coordination
1 04.27.26 Plan Check Response
A
4/28/2026 12:07:25 AM
A1.1

SITE PLAN
Roseville Aquatics
Complex - Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747
LEGEND

KEYNOTES

23.04 BID ALT #3: INSTALL SLAB MOUNTED HEAT PUMP - REF. MECH. DWGS.

26.04 BID ALT. #4: REPLACE EXISTING POLE-MTD. LIGHT FIXTURES, POLE TO REMAIN - REF.

ELEC DWGS.

32.02 RE-PAINT ISA SYMBOLS

32.03 REMOVE AND REPLACE INTEGRAL DETECTABLE WARNING SURFACE - REF. DETAIL A/A1.2

SITE PLAN
1" = 20'-0"
For Council Approval
Not for Bidding

Page 238 of 3513 ends

REMOVE BOTTOM (3) THREE ROWS OF

SEATS AND ASSOCIATED SUB-STRUCTURE,
THIS BAY ONLY - REF. 3/A1.2

DEMOLITION REMODEL
REMOVE BOTTOM (2) ROWS OF FLOOR PLANKS

AND ASSOCIATED SUB-STRUCTURE, THIS BAY
ONLY - REF. SECTION 3/A1.2
C
A1.2
30 x 48 CLR.

RE-INSTALL ENDCAPS,
TYP. AT SEATS AND

FLOOR PLANKS
30 x 48 CLR.

RAISED SEATS,

SHOWN SHADED
GRAY, TYP.

FLOOR PLANKS
BELOW, TYP.

RAISED SEATS,

SHOWN SHADED
GRAY, TYP.

FLOOR PLANKS
BELOW, TYP. EXISTING SUB-STRUCTURE TO REMAIN, THIS BAY AND BEYOND 6' - 0" +/- V.I.F. 2"
3 A1.2
3 A1.2

PROVIDE (N) ENDCAPS
AT CUT PIPES, TYP.

TYP.

NOTE: ENDCAPS FOR SEATS AND

FLOOR PLANKS TO BE SALVAGED

FOR REINSTALLATION

REMOVE GUARDRAILS AS
NEEDED PER (N) LAYOUT - REF. REMODEL PLAN

POST AND FLOOR PLATE,
TYP. OF (10) POSTS - REF.

DETAIL D/A1.2

BOLT (N) ANGLE TO (E)

SUB-STRUCTURE PER
DETAIL E/A1.2, TYP.

BOTH SIDES
LOOP BOLT @ EA.

VERTICAL POST, TYP.

REF. C/A1.2
BOLT (N) ANGLE TO (E) SUB- STRUCTURE SIM. TO DETAIL
E/A1.2 - NOT AROUND (E)

VERTICAL SUPPORT
L3-1/2" x 2-1/2" x 5/16" LONG

LEG VERTICAL ANGLE,
SHOWN HATCHED TYP.

MODIFY HANDRAIL TO WELD BOTTOM RAIL BETWEEN (5) POSTS
22' - 0"
B
A1.2
DN.

EXISTING LANDING
6' - 0"

TRUNCATED DOME PATTERN (PLAN)
NOTES:

1. FOR APPLICATION TO

EXISTING PAVING, USE

SURFACE-APPLIED

DETECTABLE WARNING

SYSTEM BY ADA
SOLUTIONS, INC.

2. AT NEW PAVING, USE

REPLACEABLE WET- SET DETECTABLE

WARNING SYSTEM BY
ADA SOLUTIONS, INC.

3. DETECTABLE WARNING

SHALL APPROXIMATE

FEDERAL STANDARD
COLOR 33538
"ORANGE YELLOW"
TYPICAL DOME SECTION "1" PER SAE AMSSTD-595A. 0.20" H. 2.35". TYP.

TYP.

2.35". 0.45" AT TOP

0.90" AT BASE
1 (E) 3' - 0" 4"

EXISTING STAINLESS STEEL

PIPE RAIL AND POSTS
(N) STAINLESS STEEL RAIL PER
PLAN - WELD TO EA. POST &

MATCH EXISTING FINISH & SIZE

DEMOLITION REMODEL
REMOVE FIRST (3)

THREE ROWS OF SEATS
REMOVE FIRST (2) ROWS

OF FOOTBOARDS,

CLOSURE PLATES, AND

SUPPORTS BELOW

BLEACHER SUPPORTS BELOW
3RD SEAT AND BEYOND TO

REMAIN, INCLUDING

DIAGONAL BRACING
D
A1.2
C
A1.2 3' - 6"

BLEACHERS TO REMAIN

PAST FIRST BAY PER

PLAN, SHOWN BEYOND

EXTEND GUARDRAIL, CHAINLINK,
AND (2) TWO POSTS BEYOND, SIM.

TO DETAIL C/A1.2 - REFER TO PLAN

DIAGONAL BRACES

TO REMAIN
2" PIPE

PLAN VIEW

ELEVATION
METAL PLATE, 4 1/2" SQ.
x 3/8 THICK
3/16"
(4) SIMPSON MECHANICALLY
GALVANIZED 3/8" DIA TITEN

HD HEX WASHER HEAD

SCREW ANCHOR
3" 3/4" 2 1/2" MIN. 4" MAX.

E) ANGLE SUPPORTS
(E) BLEACHER PLANKS
(N) HORIZONTAL 1" PIPE,
FASTEN @ EA. 2" VERT.

PIPE w/ LOOP BOLT

CHAIN LINK MESH TO

MATCH EXISTING
CONTINUOUS 2" TOP
RAIL - NOTCH VERT. PIPE
AND WELD ALL SIDES EQ. EQ.
(N) LONG LEG VERTICAL
L3-1/2" x 2-1/2" x 5/16",

CONTINUOUS ENTIRE BAY
LOOP BOLT @ EA. VERT. PIPE TYP. 4" MAX.

BACK LEG OF (E) ANGLE
(N) LONG LEG VERTICAL
L3-1/2" x 2-1/2" x 5/16",

CONTINUOUS ENTIRE BAY
(E) BLEACHER PLANKS
(N) 2" PIPE BEYOND
(2) 1/2" DIA. MACHINE BOLTS w/
1/2" DIA x 2 1/4" LONG STANDARD
PIPE SPACERS @ EA. ANGLE TO
ANGLE CONNECTION 3/4" 1 3/4"




 



   







   
Copyright WMB, Inc.

DATE PURPOSE
PUBLISH HISTORY:

No.

WMB Project No.

02.20.26 Initial Submittal
2000 L Street
T 209.944.9110
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
Suite 125
F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com

04.15.26 Coordination
1 04.27.26 Plan Check Response
A
4/28/2026 12:07:26 AM
A1.2

SITE DETAILS
Roseville Aquatics
Complex - Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747
1/2" = 1'-0" 1 BLEACHER MODIFCATIONS - ENLARGED PLANS
1/4" = 1'-0" 2 EXISTING RAMP MODIFCATIONS1" = 20'-0"
3" = 1'-0" A DETECTABLE WARNING1" = 1'-0" B RAMP RAIL SECTION 1/2" = 1'-0" 3 BLEACHER MODIFCATIONS SECTION
3" = 1'-0" D

BLEACHER RAIL POST
3" = 1'-0" C

BLEACHER GUARDRAIL MODIFICATION

1. ALL NEW STEEL MEMBERS AND HARDWARE TO BE HOT-DIPPED
GALVANIZED, U.O.N.

2. EXISTING SUB-STRUCTURE AND DIAGONAL BRACES TO REMAIN, U.O.N.

3. SUBMIT SHOP DRAWINGS TO OWNER'S REPRESENTATIVE PRIOR TO

FABRICATION

BLEACHER GENERAL NOTES
3" = 1'-0" E METAL ANGLE AT (E) BLEACHERS
NOTE: SCOPE OF WORK ENTAILS THE MODIFICATION OF
(4) BLEACHERS TOTAL AS SHOWN ON A1.1. FOR THE

SAKE OF CLARITY, SOME TYPICAL NOTES HAVE BEEN
OMITTED ON ENLARGED PLAN ABOVE.
1 For Council Approval
Not for Bidding

Page 239 of 3513 ends

1. GRID LINES ARE TO FACE OF STUD, U.O.N.

EXISTING WALL TO REMAIN

FRAMED WALL

ALIGN ADJACENT FINISH SURFACES

DIMENSION TO FACE OF STRUCTURE

DIMENSION TO CENTER OF ELEMENT

DIMENSION TO FACE OF FINISH
(N) CONC. INFILL - REF.

DETAIL C/A6.1
JAN. JAN.
1 A2.2

AREA NOT

IN SCOPE

AREA NOT

IN SCOPE

AREA NOT

IN SCOPE

CLASSROOM
114

MECHANICAL
116

07.01 03.03

26.03 08.05

08.05 A
A2.1
A
A2.1
BID ALTERNATE #3:

INSTALL SPLIT HVAC SYSTEM - REFER. MECH. DWGS.

23.04 09.09
0' - 0"

FIRST FLOOR
12' - 0"
ROOF

CLASSROOM
114

MEN'S TOILETS
106

MEN'S SHOWERS
105
(E) GUARD
103

WOMEN'S

SHOWERS
110

WOMEN'S TOILETS
111

MECHANICAL
116

STORAGE
117 7' - 4" 3' - 0" 9' - 0"

07.01 1
A4.1
2 A4.1
BID ALTERNATE #3 09.09




 



   







   
Copyright WMB, Inc.

DATE PURPOSE
PUBLISH HISTORY:

No.

WMB Project No.

02.20.26 Initial Submittal
2000 L Street
T 209.944.9110
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
Suite 125
F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com

04.15.26 Coordination
1 04.27.26 Plan Check Response
A
4/28/2026 12:07:30 AM
A2.1

REMODEL PLAN - OVERALL
Roseville Aquatics
Complex - Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747

GENERAL NOTES
LEGEND
1/8" = 1'-0"

REMODEL FLOOR PLAN - OVERALL
1/4" = 1'-0"

KEYNOTES

03.03 BID ALT. #1: REPAIR MECHANICAL PIT WALL - REFER TO STRUCTURAL DWGS.

07.01 BID ALT. #3: PROVIDE (N) R-30 INSULATION WITHIN ROOF FRAMING ABOVE

CLASSROOM

08.05 BID ALT. #3: MODIFY DOOR PANEL TO INSTALL 14 x 18 LOUVER w/ BUG SCREEN

09.09 BID ALT. #3: INSTALL (N) GYP. BD. CEILING AS REQ'D AFTER (N) INSULATION - RE-INSTALL LIGHT FIXTURES AND RE-CONNECT TO (E) CIRCUIT(S)

23.04 BID ALT #3: INSTALL SLAB MOUNTED HEAT PUMP - REF. MECH. DWGS.

26.03 MODIFY EXISTING PANEL TO REPAIR / REPLACE DAMAGED CIRCUIT BREAKERS - REF. ELEC. DWGS.
1/8" = 1'-0" A

BUILDING SECTION AA
For Council Approval
Not for Bidding

Page 240 of 3513 ends

1. GRID LINES ARE TO FACE OF STUD, U.O.N.

EXISTING WALL TO REMAIN

FRAMED WALL

ALIGN ADJACENT FINISH SURFACES

DIMENSION TO FACE OF STRUCTURE

DIMENSION TO CENTER OF ELEMENT

DIMENSION TO FACE OF FINISH
(N) CONC. INFILL - REF.

DETAIL C/A6.1
(E) LOBBY
101

CASHIER
102
(E) GUARD
103

MEN'S SHOWERS
105

MEN'S TOILETS
106

WOMEN'S

SHOWERS
110

WOMEN'S TOILETS
111

VESTIBULE
109

VESTIBULE
104

22.01 22.01 11' - 6" 10' - 0"

AREA NOT

IN SCOPE

02.12 26.02

26.02 09.02

03.01 10.03

09.02 09.02

02.12 03.01

09.02 10.03

VESTIBULE
113

VESTIBULE
108

JANITOR
112

JANITOR
107

06.04 03.01
1 1
1 1
A10.2
4 1
1 3
4 3 3
3 1
5 5
1 1
1 1
1 5' - 4" 13' - 7"
2' - 3" 25' - 11"
4' - 0" 3' - 11" 4' - 2" 4' - 2" 4' - 2" 4' - 2" 5' - 4"

22.02 5' - 1" 2' - 0"
4' - 2" 4' - 6"
6' - 3"
3' - 11" 3' - 6" 6' - 3"
2' - 1" 4' - 2" 14' - 3" 5' - 1" 5' - 0" 13' - 10" 4' - 6" 5' - 0" 3' - 1" 1 1
1 1
2 2
2 2
1 2 A10.2 1
1 2
2 2
2 2

10.04 10.04

10.04 10.04
A10.2
4 SIM.
1 A10.2 2
SIM. OPP.

A6.1 F
A6.1
F SIM.
1 A2.3
1 A2.4

06.05 22.03

06.05 22.03
2 A4.1
2 A4.1
1 A4.1
1 A4.1

09.10 09.10

09.10 09.10
G
A6.1
SIM.

G
A6.1
SIM.

G
A6.1
OPP.

M
WINDOW SILL A6.1
J
A6.1 SIM. @ BASE
M
WINDOW SILL A6.1
J
A6.1 SIM. @ BASE

08.06 08.06
A
A




 



   







   
Copyright WMB, Inc.

DATE PURPOSE
PUBLISH HISTORY:

No.

WMB Project No.

02.20.26 Initial Submittal
2000 L Street
T 209.944.9110
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
Suite 125
F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com

04.15.26 Coordination
1 04.27.26 Plan Check Response
A
4/28/2026 12:07:38 AM
A2.2

REMODEL PLAN - SHOWERS

AND TOILETS
Roseville Aquatics
Complex - Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747

GENERAL NOTES
LEGEND
1/4" = 1'-0" 1 REMODEL FLOOR PLAN - SHOWERS AND TOILETS1/4" = 1'-0"

KEYNOTES

02.12 PORTION OF (E) BEAM TO REMAIN

03.01 INSTALL 4" CONC. REINFORCED SLAB w/ DOWELS TO (E) SLAB AND 6" HIGH CURB AT WALL, RECESS SLAB @ SHOWER PANS

06.04 (N) POST PER STRUCTURAL DWGS.

06.05 RE-FRAME PORTION OF WALL AS REQ'D TO ACCOMMODATE (N) BEAM AND COLUMN PER STRUCTURAL DWGS. - FINISHES WITHIN JANITOR ROOM TO REMAIN

08.06 BID ALT. #8: REMOVE AND REPLACE DOOR CLOSER

09.02 INSTALL SOLID SURFACE BENCHTOP ov/ (N) C.M.U. BASE @ +18" A.F.F.

09.10 INSTALL (N) 5/8" GYP. BD. ov/ EXISTING AND NEW FRAMED WALLS U.O.N. - REF.

FINISH PLAN ON SHEET A10.1 FOR FINISHES

10.03 INSTALL FULL HT. PLATE GLASS MIRROR ABOVE LAVATORY

10.04 PROVIDE HDPE TOILET PARTITIONS AND SHOWER DOORS, TYP.

22.01 BID ALT. #6 MODIFY EXTERIOR SHOWER CONTROL VALVE TO RELOCATE CONTROL WITHIN ACCESSIBLE RANGE - REF. DETAIL F/A6.1

22.02 BID ALT. #2: REMOVE AND REPLACE DRINKING FOUNTAIN w/ BOTTLE FILLER

22.03 RE-ROUTE VENT / WATER LINES AS REQ'D TO ACCOMODATE (N) BEAM

26.02 INSTALL (N) WALL MTD. HAND / HAIR DRYERS, (3) DRYERS IN MEN'S, (4) DRYERS IN WOMEN'S - REF. INTERIOR ELEVS. & ELEC. DWGS.

NO. CORE WALLBOARD EXTENT

DETAILS

HEAD SILL
1 2x4 P.T. D.F. STUDS
@ 16" O.C.
1/2" CEMENT BD.

BOTH SIDES
CORE, INSUL. & WALLBD. TO

UNDERSIDE OF CEILING FRAMING
D/A6.1 E/A6.1
2 2x4 P.T. D.F. STUDS
@ 16" O.C.
1/2" CEMENT BD.

EXPOSED SIDE
CORE & WALLBD. TO UNDERSIDE OF

CEILING FRAMING
D/A6.1 E/A6.1
3 2x8 P.T. D.F. STUDS
@ 16" O.C.
5/8" GYP. BD. BOTH
SIDES
CORE, INSUL. & WALLBD. TO

UNDERSIDE OF CEILING FRAMING
D/A6.1 E/A6.1
4 2x12 P.T. D.F. STUDS
@ 16" O.C.
5/8" GYP. BD. BOTH
SIDES
CORE, INSUL. & WALLBD. TO

UNDERSIDE OF CEILING FRAMING
D/A6.1 E/A6.1
5 2x10 P.T. D.F. STUDS
@ 16" O.C.
5/8" GYP. BD.

EXPOSED SIDE
CORE & WALLBD. TO UNDERSIDE OF
WINDOW
- E/A6.1
NOTES:

1. PROVIDE 6" CURB UNDER WALLS, TYP.

2. PROVIDE MOISTURE RESISTANT GYP. BD.

For Council Approval
Not for Bidding

Page 241 of 3513 ends

1 RESTROOM ACCESSORY NO. - REF. SCHEDULE
1 CABINET ELEVATION - REF. A11.1

DIMENSION TO FACE OF STRUCTURE

DIMENSION TO CENTER OF STRUCTURE OR ELEMENT

DIMENSION TO FACE OF FINISH

00.00 ? NUMBERED NOTE

1. REFER TO SHEET FOR MOUNTING HEIGHTS, CLEARANCES, AND

ADDITIONAL REQUIREMENTS FOR ACCESSIBILITY

2. PROVIDE ADEQUATE WALL BLOCKING FOR WALL-MOUNTED

ACCESSORIES PER DETAIL

3. PLUMBING FIXTURES SHOWN FOR COORDINATION PURPOSES ONLY.

REFER TO PLUMBING DRAWINGS FOR FIXTURE SPECIFICATIONS.

A / A6.1
T3.1
A10.2
4 1a
1a
2 4
2 4
2 4
2 4
2 4
2 4
1a
1b
2 1
8 12
12 12
12 5
4 13' - 10"
2 A10.2 1
5 TYP.

10.04 05.11
1' - 3" 3' - 9" +/- 1' - 3"

10.04 TYP.

10.04 12
12 12
12 6
6 6
6 6
6 6
6 6
6 12
REF. DETAIL G/T3.1 FOR

ACCESSORIES RELATED

TO ACCESSIBLE SHOWER
12 12
12 12
12 12




 



   







   
Copyright WMB, Inc.

DATE PURPOSE
PUBLISH HISTORY:

No.

WMB Project No.

02.20.26 Initial Submittal
2000 L Street
T 209.944.9110
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
Suite 125
F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com

04.15.26 Coordination
1 04.27.26 Plan Check Response
A
4/28/2026 12:07:46 AM
A2.3

ENLARGED PLAN - MEN'S
Roseville Aquatics
Complex - Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747
NO. ITEM TYPE MFG. MODEL
1a GRAB BAR SURFACE

MOUNTED
BOBRICK B-6806 x 36
1b GRAB BAR SURFACE

MOUNTED
BOBRICK B-6806 x 48
2 TOILET TISSUE DISPENSER - OWNER

PROVIDED, CONTRACTOR INSTALLED

SURFACE

MOUNTED

PER OWNER --
3 SANITARY NAPKIN DISPOSAL SURFACE

MOUNTED
BOBRICK B-270
4 TOILET SEAT COVER DISPENSER -

OWNER PROVIDED, CONTRACTOR

INSTALLED

SURFACE

MOUNTED

PER OWNER --
5 COMBINATION PAPER TOWEL AND

WASTE RECEPTACLE
BOBRICK B-3944
6 SOAP DISPENSER - OWNER PROVIDED,

CONTRACTOR INSTALLED

SURFACE

MOUNTED

PER OWNER --
8 BABY DIAPER CHANGING STATION SURFACE

MOUNTED
KOALA KARE KB300
12 CLOTHES HOOK SURFACE

MOUNTED
BOBRICK B-2116
LEGEND

GENERAL NOTES

RESTROOM ACCESSORIES

KEYNOTES

05.11 STEEL ANGLE WALL BRACKET TO SUPPORT COUNTERTOP, TYP.

10.04 PROVIDE HDPE TOILET PARTITIONS AND SHOWER DOORS, TYP. 1/2" = 1'-0" 1 ENLARGED MEN'S TOILET ROOM - ACCESSORIES1/4" = 1'-0" For Council Approval
Not for Bidding

Page 242 of 3513 ends

1 RESTROOM ACCESSORY NO. - REF. SCHEDULE
1 CABINET ELEVATION - REF. A11.1

DIMENSION TO FACE OF STRUCTURE

DIMENSION TO CENTER OF STRUCTURE OR ELEMENT

DIMENSION TO FACE OF FINISH

00.00 ? NUMBERED NOTE

1. REFER TO SHEET FOR MOUNTING HEIGHTS, CLEARANCES, AND

ADDITIONAL REQUIREMENTS FOR ACCESSIBILITY

2. PROVIDE ADEQUATE WALL BLOCKING FOR WALL-MOUNTED

ACCESSORIES PER DETAIL

3. PLUMBING FIXTURES SHOWN FOR COORDINATION PURPOSES ONLY.

REFER TO PLUMBING DRAWINGS FOR FIXTURE SPECIFICATIONS.

A / A6.1
T3.1
8 12
12 12
12 12
2 1b 3
1a
1a
3 2
4 4
2 3
4 2
3 4
3 2
4 3
2 4 4
3 2
5 1a

10.04 05.11
6 6
6 6
6 REF. DETAIL G/T3.1 FOR

ACCESSORIES RELATED

TO ACCESSIBLE SHOWER
6 12
12 12
12 12
12 12
12 12
12 12
12 5
12 1' - 3" 3' - 10 +/- 1' - 3"
5 6
6 6
6 OPP. 2




 



   







   
Copyright WMB, Inc.

DATE PURPOSE
PUBLISH HISTORY:

No.

WMB Project No.

02.20.26 Initial Submittal
2000 L Street
T 209.944.9110
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
Suite 125
F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com

04.15.26 Coordination
1 04.27.26 Plan Check Response
A
4/28/2026 12:07:53 AM
A2.4

ENLARGED PLAN -

WOMEN'S
Roseville Aquatics
Complex - Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747
NO. ITEM TYPE MFG. MODEL
1a GRAB BAR SURFACE

MOUNTED
BOBRICK B-6806 x 36
1b GRAB BAR SURFACE

MOUNTED
BOBRICK B-6806 x 48
2 TOILET TISSUE DISPENSER - OWNER

PROVIDED, CONTRACTOR INSTALLED

SURFACE

MOUNTED

PER OWNER --
3 SANITARY NAPKIN DISPOSAL SURFACE

MOUNTED
BOBRICK B-270
4 TOILET SEAT COVER DISPENSER -

OWNER PROVIDED, CONTRACTOR

INSTALLED

SURFACE

MOUNTED

PER OWNER --
5 COMBINATION PAPER TOWEL AND

WASTE RECEPTACLE
BOBRICK B-3944
6 SOAP DISPENSER - OWNER PROVIDED,

CONTRACTOR INSTALLED

SURFACE

MOUNTED

PER OWNER --
8 BABY DIAPER CHANGING STATION SURFACE

MOUNTED
KOALA KARE KB300
12 CLOTHES HOOK SURFACE

MOUNTED
BOBRICK B-2116
LEGEND

GENERAL NOTES

RESTROOM ACCESSORIES

KEYNOTES

05.11 STEEL ANGLE WALL BRACKET TO SUPPORT COUNTERTOP, TYP.

10.04 PROVIDE HDPE TOILET PARTITIONS AND SHOWER DOORS, TYP. 1/2" = 1'-0" 1 ENLARGED WOMEN'S TOILET ROOM ACCESSORIES1/4" = 1'-0" For Council Approval
Not for Bidding

Page 243 of 3513 ends

0' - 0"

FIRST FLOOR
12' - 0"
ROOF
(E) GUARD

WOMEN'S
103

SHOWERS
110

WOMEN'S TOILETS
111

MECHANICAL
116

03.04 09.11

09.02 06.02

09.13 09.14
G
A6.1
H
A6.1
0' - 0"

FIRST FLOOR
12' - 0"
ROOF

CLASSROOM
MEN'S TOILETS 114
106

MEN'S SHOWERS
105
(E) GUARD
103

09.11 09.02

06.02 09.13

03.04 09.14 8' - 0"

09.11 9' - 0"
G
A6.1
H
A6.1




 



   







   
Copyright WMB, Inc.

DATE PURPOSE
PUBLISH HISTORY:

No.

WMB Project No.

02.20.26 Initial Submittal
2000 L Street
T 209.944.9110
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
Suite 125
F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com

04.15.26 Coordination
1 04.27.26 Plan Check Response
A
4/28/2026 12:07:57 AM
A4.1

BUILDING SECTIONS
Roseville Aquatics
Complex - Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747

KEYNOTES

03.04 REPLACE CONC. w/ RECESSED SLAB w/ DOWELS TO (E) SLAB ov/ A.B.

06.02 (N) L.V.L. BEAM PER STRUCTURAL DWGS.

09.02 INSTALL SOLID SURFACE BENCHTOP ov/ (N) C.M.U. BASE @ +18" A.F.F.

09.11 (N) 5/8" GYP. BD. ov/ (E) CEILING JOISTS - PAINT

09.13 (N) GYP. BD. SOFFIT w/ LIGHTING - REF. ELEC. DWGS.

09.14 (N) 5/8" GYP. BD. ov (N) CEILING JOISTS, TYP. @ SHOWERS 1/4" = 1'-0" 1 ENLARGED SECTION - WOMEN'S
1/4" = 1'-0" 2 ENLARGED SECTION - MEN'S
For Council Approval
Not for Bidding

Page 244 of 3513 ends

4x6 BLOCKING - TOE NAIL w/ (4) 10d NAILS

FOR GRAB BARS / WALL HUNG LAVS / ITEMS NOT
NOTED - MOUNT USING #14 SELF-TAPPING S.M.S.

TYPE C

FOR TOILET ACCESSORIES EXCLUDING GRAB
BARS - MOUNT USING #10 WOOD SCREWS.

TYPE A

WOOD STUDS,

PER WALL SCHEDULE
6" x 16 GA STEEL PLATE -
SECURE TO STUDS w/ (2) #10 x 1/2" S.M.S.

LENGTH AS REQ'D

TO SUPPORT ITEM
2x6 BLOCKING - TOE NAIL w/ (4) 10d NAILS
TYPE B
FOR MED. GAS PANELS / BASE CABINETS / WALL

GUARDS / WALL HUNG CABINETS / WALL HUNG
EQUIP. - MOUNT USING #12 WOOD SCREWS.

STD. STUD SPACING

LENGTH AS REQ'D

TO SUPPORT ITEM

LENGTH AS REQ'D

TO SUPPORT ITEM
STD. STUD SPACING
STD. STUD SPACING

WOOD STUDS,

PER WALL SCHEDULE

WOOD STUDS,

PER WALL SCHEDULE

STAINLESS STEEL FLANGE
1½" DIA. STAINLESS

STEEL GRAB BAR

FRP WALL PANELS
4x6 BLOCKING - TYP.

WALL, PER PLAN
1 1/2" MIN. CLR.

NOTE: GRAB BAR MOUNTING PLATE & WALL

SHALL BE FREE OF ANY ABRASIVE ELEMENTS
3" x #14 SELF TAPPING
S.M. SCREWS

ELEVATION
WALL-MTD. FAN COIL - REF. MECHANICAL DWGS.

FRAME SOFFIT TO UNDERSIDE OF
GYP. BD. CEILING, INSTALL LEDGER AT

TOP OF SOFFIT, SIMILAR TO BELOW
PROVIDE 2x BLOCKING AS REQ'D
5/8" GYP. BD. ALL SIDES - PAINT TO MATCH

ADJACENT WALL
(E) C.M.U. WALL
2x4 w/ 16d NAIL INTO LEDGER AND 10d INTO BOTTOM

OF STUD
2x6 LEDGER w/ (2) 3/16" x 3-3/4" SIMPSON TITEN
TURBO SCREWS INTO C.M.U. @ 24" O.C. & 6" FROM
EA. END OF LEDGER, TYP. TOP & BOTTOM OF SOFFIT
2x4 STUDS @ 16" O.C. NOTCHED AROUND TOP &
BOTTOM LEDGER w/ (2) #8x3" WOOD SCREWS INTO

FACE OF LEDGER
3"

PERPENDICULAR TO

CEILING JOINTS

PARALLEL TO

CEILING JOISTS

WALL, PER PLAN
2x BLOCKING @ 24" O.C. w/
SIMPSON A34 OR A35 CLIPS
@ WALL
2x BLOCKING
2x CEILING JOISTS -
REF. REFLECTED

CEILING PLAN
2x PRESSURE-TREATED SILL PLATE
ANCHORED w/ PDPAWL-287MG - INSTALL PER
ICC-ES ESR-2138
SOLID SURFACE PANEL ov/ WALL PER SCHEDULE

SLAB ON GRADE
6" CONC. CURB, TYP.

WATERPROOFING MEMBRANE ov/ VAPOR

CONTROL PRIMER
EPOXY FLOORING w/ 6" COVE RADIUS BASE - REFER

TO SPECIFICATIONS

SEALANT BETWEEN EPOXY AND SOLID

SURFACE PANEL

BARRIERGUARD WATERPROOFING,
LAPPED ov/ WATER MEMBRANE

EXISTING STAINLESS STEEL

SHOWER ENCLOSURE

EXISTING SHOWER HEADS
TO REMAIN, TYP.

EXISTING SHOWER CONTROL TO BE

REMOVED, PROVIDE STAINLESS
STEEL COVER PLATE ov/ (E) OPENING -
REF. PLUMBING DWGS.
(E) REVEAL
2' - 6" +/-
(15" MIN. TO 48" MAX")
3' - 0" V.I.F.
(E) 5' - 0"

EXISTING SHOWER

CONTROL TO BE REMAIN

MODIFY / EXTEND STAINLESS STEEL

ENCLOSURE TO PROVIDE (N)

CONTROL WITHIN RANGE SHOWN,

MATCH EXISTING FINISH AND

CONSTRUCTION
(N) SHOWER CONTROL - REF.

PLUMBING DWGS.

NOTE: PROVIDE SHOP DRAWINGS FOR

REVIEW PRIOR TO FABRICATION
1' - 6"
1' - 10"
4"
SOLID SURFACE BENCH ov/
1-1/8" MARINE GRADE

PLYWOOD - COUNTERSINK

BOLT, NUT, AND WASHERS
SOLID SURFACE BACK w/

HALF-BULLNOSE EDGE
EPOXY FLOORING w/ 6"

COVE RADIUS BASE
2x4 P.T.D.F.

LEDGER w/ (2) #8 x
3" WOOD SCREWS
@ EA. STUD
1/2" THREADED

ANCHOR BOLT
@ 24" O.C.

FRP ov/ (N) LOW-HEIGHT 8"
FULLY GROUTED C.M.U. WALL
#4 VERTICAL @ 24" O.C. & #4
HORIZONTAL @ TOP, EMBED
VERTICAL IN (E) CONC. 3" MIN. -
REF. DETAIL 5/S-101 SIM.

F.R.P. PANEL ov/ GYP.

BD. - PROVIDE J-TRIM AT
EDGES, TYP.

COUNTERTOP AND
STEEL SUPPORT, REF.

DETAIL 2/A11.1

OMIT BLOCKING AT

STEEL SUPPORT

LOCATIONS

SAWCUT, REMOVE, AND

REPLACE (E) SLAB, VAPOR
BARRIER & BASE - REF.

STRUCTURAL AND
PLUMBING DWGS.
1 1
1' - 0"

WALL, PER PLAN

MIRROR, WHERE OCCURS
LINEAR BAFFLE - REF.

SPECIFICATIONS
GYP. BD. ov/ FRAMING
LIGHT FIXTURE - SEE ELEC.
1' - 0" CLR.
2' - 1"

WALL TILE / PANEL

PER FINISH SCHEDULE
ov/ WATERPROOFING
BARRIER - REF. SPECS.

WALL, PER PLAN

HALF BULLNOSE TILE
CAP
3" TYP.

HDPE PARTITION PANELS

PER PLAN

BRACKETS PER
PARTITION MFG.

PROVIDE ADDITIONAL STUD

AND/OR BLOCKING FOR PARTITION

HARDWARE MOUNTING

WALL TILE / PANEL,

PER FINISH SCHEDULE

WALL, PER PLAN

HALF BULLNOSE TILE

CAP, MATCH SIZE OF

OPPOSIDE SIDE

SEALANT
J-TRIM AT F.R.P EDGE, TYP.

PROVIDE BLOCKING AS

REQ'D TO ATTACH

PARTITION HARDWARE
DRAIN PER PLUMBING DWGS.

CRACK ISOLATION MEMBRANE w/

REINFORCEMENT
WATER PROOFING MEMBRANE ov/

VAPOR CONTROL PRIMER

DOWEL INTO (E) CONCRETE -
SOLID SURFACE PANEL REF. DETAIL C/A6.1
1% SLOPE

TO DRAIN
1% SLOPE

TO DRAIN
6" EPOXY COVE BASE - BUILD UP
THICKNESS w/ EPOXY ov/ MORTAR BASE
GEL BY MFG. - REF. SPECIFICATIONS

BARRIERGUARD WATERPROOFING,
LAPPED ov/ WATER MEMBRANE

HALF BULLNOSE TILE
CAP
1% SLOPE
EXISTING C.M.U. AND

STOREFRONT SYSTEM

SOLID SURFACE PANEL
ov/ WATERPROOFING,
SIM. TO DETAIL J/A6.1

WALL PER PLAN

SHOWER PANEL PER ELEVATIONS
RUN WATERPROOFING SYSTEM ov/

CEMENT BOARD BEHIND SHOWER

PANEL AND TILE
ACCENT WALL TILE ov/ 3/8" CEMENT
BOARD ov/ BOND COAT - FASTEN 3/8"

CEMENT BOARD PRIOR TO APPLYING

WATERPROOFING SYSTEM
CT
A
NO. C 16986
REN. 9−30−27

ED ARCHI
ET
NR
I
C

OF A IFO
L
L
E
IC
STA
SN
TE
TIMOTHY K. MATTHEIS
Copyright WMB, Inc.

DATE PURPOSE
PUBLISH HISTORY:

No.

WMB Project No.

02.20.26 Initial Submittal
2000 L Street
T 209.944.9110
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
Suite 125
F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com

04.15.26 Coordination
1 04.27.26 Plan Check Response
A
4/28/2026 10:16:52 AM
A6.1

DETAILS
Roseville Aquatics
Complex - Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747
3/4" = 1'-0"
A
TYP. BACKING PLATES
3" = 1'-0"
B

GRAB BAR ATTACHMENT
1 1/2" = 1'-0"
C
FRAMED SOFFIT @ FAN COIL
3" = 1'-0"
D WALL HEAD @ CEILING FRAMING
3" = 1'-0"
E WALL SILL @ CONC. CURB
1/2" = 1'-0"
F
EXT. SHOWER CONTROL (BID ALT. #6)
1 1/2" = 1'-0" G
BENCH ov/ C.M.U. WALL
1 1/2" = 1'-0" H

LIGHT SOFFIT
6" = 1'-0" K

OUTSIDE CORNER
6" = 1'-0" L
CORNER @ F.R.P.
3" = 1'-0" J
FURRED SILL AT FOOTING M 3" = 1'-0"SOLID SURFACE AT WINDOW SILL 1 3" = 1'-0" N
TILE BAND @ SHOWER
A
For Council Approval
Not for Bidding

Page 245 of 3513 ends

5/8" GYP. BD. ov/ (E) FRAMING
SUPPLY AIR GRILLE - REF. MECHANICAL DWGS.

RETURN AIR GRILLE - REF. MECHANICAL DWGS.

EXHAUST GRILLE - REF. MECHANICAL DWGS.

RECESSED LIGHT FIXTURE - REF. ELECTRICAL DWGS.
12' - 0" CEILING HEIGHT ABOVE FINISH FLOOR LEVEL
SURFACE-MOUNTED LIGHT FIXTURE - REF. ELECTRICAL DWGS.

RECESSED LIGHT FIXTURE - REF. ELECTRICAL DWGS.

ACCESS PANEL - REF. MECHANICAL DWGS.

1. MECHANICAL GRILLES AND ELECTRICAL FIXTURES SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO MECHANICAL AND
ELECTRICAL SHEETS FOR MORE INFORMATION.
- / ---
(E) GUARD
103

MEN'S TOILETS
106

MEN'S SHOWERS
105

CLASSROOM
114

VESTIBULE
104

JANITOR
107
(E) LOBBY
101

WOMEN'S

SHOWERS
110

JANITOR
112

VESTIBULE
109

MECHANICAL
116

VESTIBULE
113

VESTIBULE
108

WOMEN'S TOILETS
111

02.27 02.27

02.27 23.05

23.05 23.05 09.13

09.11 09.11
A
A2.1
A
A2.1
8' - 0"
9' - 0"
8' - 0" 8' - 0"
9' - 0"
8' - 0"
TYP. TYP.

09.14 09.14

09.13 09.09

23.05 H
A6.1
H
A6.1
C
A6.1
C
A6.1
C
A6.1
C
A6.1

02.20 TYP.

09.15 TYP.

09.15 09.15

09.15 A
A
A
A




 



   







   
Copyright WMB, Inc.

DATE PURPOSE
PUBLISH HISTORY:

No.

WMB Project No.

02.20.26 Initial Submittal
2000 L Street
T 209.944.9110
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
Suite 125
F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com

04.15.26 Coordination
1 04.27.26 Plan Check Response
A
4/28/2026 12:08:01 AM
A9.1

REFLECTED CEILING PLAN
Roseville Aquatics
Complex - Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747
LEGEND

GENERAL NOTES
1/8" = 1'-0"

REFLECTED CEILING PLAN

KEYNOTES

02.20 (E) ACCESS HATCH - REMOVE AND REPLACE AS REQ'D TO INSTALL (N) INSULATION PER BID. ALT. #3

02.27 GYP. BD. CEILING TO REMAIN

09.09 BID ALT. #3: INSTALL (N) GYP. BD. CEILING AS REQ'D AFTER (N) INSULATION -

RE-INSTALL LIGHT FIXTURES AND RE-CONNECT TO (E) CIRCUIT(S)

09.11 (N) 5/8" GYP. BD. ov/ (E) CEILING JOISTS - PAINT

09.13 (N) GYP. BD. SOFFIT w/ LIGHTING - REF. ELEC. DWGS.

09.14 (N) 5/8" GYP. BD. ov (N) CEILING JOISTS, TYP. @ SHOWERS

09.15 BID ALT. #5: INSTALL ACCESS PANEL IN CEILING FOR ANGLE STOPS PER PLUMBING DWGS.

23.05 BID ALT #3: INSTALL FAN COIL PER MECH. DWGS. - PATCH, REPAIR, AND PAINT GYP. BD. CEILING AFTER INSTALLATION
For Council Approval
Not for Bidding

Page 246 of 3513 ends

PRODUCT & MATERIAL REQUIREMENTS

FOR INDOOR POLLUTANT CONTROL

1. ALL MATERIALS, ADHESIVES, COATINGS, AND SEALANTS SHALL COMPLY WITH V.O.C.

LIMITATIONS SET FORTH BY THE LOCAL AIR POLLUTION CONTROL DISTRICT OR CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 11 (CALGREEN BUILDING STANDARDS), WHICHEVER IS MORE RESTRICTIVE.

2. ALL HARDWOOD COMPOSITE WOOD PRODUCTS (PLYWOOD, PARTICLEBOARD, AND

MEDIUM DENSITY FIBERBOARD) SHALL MEET THE MAXIMUM FORMALDEHYDE EMISSIONS LIMITATIONS AS SPECIFIED IN ARB’S AIR TOXIC CONTROL MEASURE FOR COMPOSITE WOOD (17 CCR 93120 ET SEQ.) BY THE DATES SPECIFIED IN THOSE SECTIONS.

3. ARCHITECT HAS MADE EVERY REASONABLE ATTEMPT TO CONFIRM THAT PRODUCTS SPECIFIED IN THESE DOCUMENTS COMPLY WITH ABOVE-LISTED REQUIREMENTS. IT IS

THE RESPONSIBILITY OF THE SUBCONTRACTOR, VENDOR, AND/OR MANUFACTURER TO

NOTIFY THE ARCHITECT THROUGH THE GENERAL CONTRACTOR OF ANY NON-COMPLIANT PRODUCT OR MATERIAL SPECIFIED BY THE ARCHITECT PRIOR TO BID DUE DATE.

4. CONTRACTOR SHALL PROVIDE PRODUCT/MATERIAL COMPLIANCE DOCUMENTATION WITH

SUBMITTAL DOCUMENTS AS REQUIRED BY SPECIFICATION SECTION 013323. CONTRACTOR SHALL SUBMIT COMPLIANCE DOCUMENTATION TO THE JURISDICTION HAVING AUTHORITY UPON ACCEPTANCE BY ARCHITECT.

EPOXY FLOOR
EP1 - DEX-O-TEX FLOORING w/ INTEGRAL BASE, COLOR: LAKE LOUIS SIZE: 1/8" FLAKE - REF. SPECIFICATIONS
PAINT
P1 - DUNN EDWARDS, COLOR WHITE

INTERIOR WALLS AND CEILING
P2 - DUNN EDWARDS, COLOR TO MATCH EXISTING

HOLLOW METAL DOORS AND FRAMES

FIBERGLASS REINFORCED PANEL
FRP1 - VALTO VARIETEX, COLOR: MORNING MIST GRAY 636, TEXTURE: LINEN NOTE: PROVIDE FULL-HEIGHT. FRP PANELS ov/ FRAMED WALLS, TYP. WITHIN AREA OF WORK, U.O.N.

SOLID SURFACE
SS1 - CORIAN QUARTZ, COLOR: EVEREST

COUNTERTOPS
SS2 - CORIAN PANEL, COLOR: BLUE CARRARA

SHOWER WALL PANELS, BENCH SURFACE, ACCENT ALCOVE
INSTALL PANELS w/ ADHESIVE PER MFG. INSTRUCTIONS
NOTE: PROVIDE DEX-O-TEX WATERPROOFING SYSTEM ov/ CEMENT BD.

BEHIND CORIAN PANELS, TYPICAL - REF. SPECIFICATIONS
TILE
T1 - MARAZZI, ARTISTIC REFLECTIONS, COLOR TWIGHLIGHT AE15, SIZE 2" x 10" VERTICAL ACCENT BAND WITHIN SHOWER PANELS, TYPICAL WHERE SS2 OCCURS INSTALL SIM. TO TCNA W244
NOTE: CONFIRM ALL FINISH COLORS AND PATTERNS WITH OWNER'S

REPRESENTATIVE PRIOR TO INSTALLATION
A
1 1
(E) LOBBY
101
(E) GUARD
103

MEN'S TOILETS
106

MEN'S SHOWERS
105

VESTIBULE
104

JANITOR
107

VESTIBULE
109

JANITOR
112

WOMEN'S

SHOWERS
110

WOMEN'S TOILETS
111

VESTIBULE
113

VESTIBULE
108
A
A10.1
B
A10.1
A10.2
4 A10.2
4 OPP.
2 A10.2 1
G
A6.1
G
A6.1
1 A10.2 2
OPP. SIM.
1 A11.1
OPP. A11.1 1
G
A6.1
G
A6.1
SIM.

SIM.

SS2
SS2
FRP1
SS2
FRP1
FRP1
SS2
SS2
FRP1
SS2
FRP1
FRP1

ROOM FINISH SCHEDULE
SS2
SS2
SS2
FRP1
EP1
A10.2
3 SIM.

L
A6.1
K
A6.1
A10.2
3 EP1
SS2
FRP1
FRP1

ACCESSIBLE BENCH

PER PLAN
SS2
SS2
K
A6.1




 



   







   
Copyright WMB, Inc.

DATE PURPOSE
PUBLISH HISTORY:

No.

WMB Project No.

02.20.26 Initial Submittal
2000 L Street
T 209.944.9110
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
Suite 125
F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com

04.15.26 Coordination
1 04.27.26 Plan Check Response
A
4/28/2026 12:08:03 AM
A10.1

FINISH SCHEDULE AND

FINISH PLAN
Roseville Aquatics
Complex - Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747

ROOM FINISHES
NO. NAME FLOOR BASE WALL CEILING COMMENTS
104 VESTIBULE EP1 EP1 P1 P1
105 MEN'S

SHOWERS
SEE
NOTES
SEE
PLAN
SEE
ELEVS
P1 SHOWER PANELS TO BE INSTALLED ov/

WATERPROOFING SYSTEM
106 MEN'S TOILETS EP1 EP1 FRP1 P1
107 JANITOR EP1 EP1 FRP1 P1
108 VESTIBULE EP1 EP1 P1 P1
109 VESTIBULE EP1 EP1 P1 P1
110 WOMEN'S

SHOWERS

SEE PLAN SEE
PLAN
SEE
ELEVS
P1 SHOWER PANELS TO BE INSTALLED ov/

WATERPROOFING SYSTEM
111 WOMEN'S

TOILETS
EP1 EP1 FRP1 P1
112 JANITOR EP1 EP1 FRP1 P1
113 VESTIBULE EP1 EP1 P1 P1
114 CLASSROOM (E) (E) P1 P1

FINISHES LEGEND
1/4" = 1'-0"

FLOOR FINISHES PLAN
1/2" = 1'-0" A

ENLARGED SHOWER PLAN
1/2" = 1'-0" B

ENLARGED ACCESSIBLE SHOWER
TYP. OF (10) SHOWERS TYP. OF (2) SHOWERS
For Council Approval
Not for Bidding

Page 247 of 3513 ends

ALIGN ADJACENT FINISH SURFACES

CENTERLINE DESIGNATION
P1 FINISH CODE - REF. LEGEND THIS SHEET

EPOXY FLOOR
EP1 - DEX-O-TEX FLOORING w/ INTEGRAL BASE, COLOR: LAKE LOUIS SIZE: 1/8" FLAKE - REF. SPECIFICATIONS
PAINT
P1 - DUNN EDWARDS, COLOR WHITE

INTERIOR WALLS AND CEILING
P2 - DUNN EDWARDS, COLOR TO MATCH EXISTING

HOLLOW METAL DOORS AND FRAMES

FIBERGLASS REINFORCED PANEL
FRP1 - VALTO VARIETEX, COLOR: MORNING MIST GRAY 636, TEXTURE: LINEN NOTE: PROVIDE FULL-HEIGHT. FRP PANELS ov/ FRAMED WALLS, TYP. WITHIN AREA OF WORK, U.O.N.

SOLID SURFACE
SS1 - CORIAN QUARTZ, COLOR: EVEREST

COUNTERTOPS
SS2 - CORIAN PANEL, COLOR: BLUE CARRARA

SHOWER WALL PANELS, BENCH SURFACE, ACCENT ALCOVE
INSTALL PANELS w/ ADHESIVE PER MFG. INSTRUCTIONS
NOTE: PROVIDE DEX-O-TEX WATERPROOFING SYSTEM ov/ CEMENT BD.

REPRESENTATIVE PRIOR TO INSTALLATION
A
1 1 5' - 0" 8"
SS2
T1
SS2
SS3
E
A6.1
J
A6.1
K
A6.1
N
A6.1
OPEN
OPEN
EP1
FRP1
SS2 7' - 0" (E) 8' - 0" +/- (E) 9'- 4" +/- 40" MAX. 5' - 0"

PROVIDE AND INSTALL

DRYERS PER PLAN
PROVIDE AND INSTALL 2ND UPPER

DRYER, WOMEN'S SIDE ONLY
11' - 6" 1' - 6" 1' - 7"

OPEN TO
BEYOND

OPEN TO
BEYOND
EP1 FRP1
ov/ C.M.U. ov/ C.M.U.

SS2 SS2

BENCH BACK
EP1 EP1
FRP1
FRP1 48" MAX.

G
A6.1
EP1 FRP1
ov/ C.M.U. ov/ C.M.U.

SS2 SS2

BENCH BACK
P2 FRP1
TYP.

SS2 T1
TYP.

EP1
K
A6.1
TYP.




 



   







   
Copyright WMB, Inc.

DATE PURPOSE
PUBLISH HISTORY:

No.

WMB Project No.

02.20.26 Initial Submittal
2000 L Street
T 209.944.9110
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
Suite 125
F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com

04.15.26 Coordination
1 04.27.26 Plan Check Response
A
4/28/2026 12:08:04 AM
A10.2

ENLARGED FINISH PLANS,

ELEVATIONS, AND DETAILS
Roseville Aquatics
Complex - Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747
LEGEND

FINISHES LEGEND
1/2" = 1'-0" 3 TYPICAL SHOWER ELEVATION
1/2" = 1'-0" 4 ALCOVE ELEVATION
1/2" = 1'-0" 1
INT. ELEVATION
1/2" = 1'-0" 2
INT. ELEV. @ SHOWERS
For Council Approval
Not for Bidding

Page 248 of 3513 ends

ALIGN ADJACENT FINISH SURFACES

CENTERLINE DESIGNATION
P1 FINISH CODE - REF. LEGEND THIS SHEET

EPOXY FLOOR
EP1 - DEX-O-TEX FLOORING w/ INTEGRAL BASE, COLOR: LAKE LOUIS SIZE: 1/8" FLAKE - REF. SPECIFICATIONS
PAINT
P1 - DUNN EDWARDS, COLOR WHITE

INTERIOR WALLS AND CEILING
P2 - DUNN EDWARDS, COLOR TO MATCH EXISTING

HOLLOW METAL DOORS AND FRAMES

FIBERGLASS REINFORCED PANEL
FRP1 - VALTO VARIETEX, COLOR: MORNING MIST GRAY 636, TEXTURE: LINEN NOTE: PROVIDE FULL-HEIGHT. FRP PANELS ov/ FRAMED WALLS, TYP. WITHIN AREA OF WORK, U.O.N.

SOLID SURFACE
SS1 - CORIAN QUARTZ, COLOR: EVEREST

COUNTERTOPS
SS2 - CORIAN PANEL, COLOR: BLUE CARRARA

SHOWER WALL PANELS, BENCH SURFACE, ACCENT ALCOVE
INSTALL PANELS w/ ADHESIVE PER MFG. INSTRUCTIONS
NOTE: PROVIDE DEX-O-TEX WATERPROOFING SYSTEM ov/ CEMENT BD.

REPRESENTATIVE PRIOR TO INSTALLATION
A
1 1
2 A11.1
EP1
FRP1
SS1
P1
SOFFIT
FULL-HT. PLATE
GLASS MIRROR 7' - 0" 1' - 0" 6"

SOAP DISPENSERS - OWNER

PROVIDED, CONTRACTOR
INSTALLED 6" 1' - 4"
2' - 0"

UNDERMOUNT

LAVATORY
1x4 WALL CLEAT
4" x 4" x 1/4"

GUSSET PLATE
2" x 2" x 1/4" STEEL

ANGLE LOCATED

AS SHOWN ON

ENLARGED PLANS
1/2" DIA. LAG BOLT - PROVIDE 2x STUD OR
36" LONG BLOCKING,

NAILED TO STUD AT

COUNTERTOP
SUPPORT - TYP.

FINISH FLOOR
SS1 COUNTERTOP
& BACKSPLASH
3/4" PLYWOOD
2x BLKG
PLATE GLASS MIRROR 2' - 3" MIN. CLR.
8" MIN. 2' - 5" MIN. CLR. 4" 2' - 10" MAX.
2' - 0"
1/4" RADIUS
5/16" TO 1/2" RADIUS 6"
11" MIN. 6" MAX.
19" - 25" 9" MIN. COMBINED KNEE-TOE

CLEARANCE FOR

FORWARD APPROACH,

SHOWN HATCHED




 



   







   
Copyright WMB, Inc.

DATE PURPOSE
PUBLISH HISTORY:

No.

WMB Project No.

02.20.26 Initial Submittal
2000 L Street
T 209.944.9110
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
Suite 125
F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com

04.15.26 Coordination
1 04.27.26 Plan Check Response
A
4/28/2026 12:08:05 AM
A11.1

CASEWORK ELEVATIONS
Roseville Aquatics
Complex - Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747
LEGEND

FINISHES LEGEND
1/2" = 1'-0" 1 TYP. COUNTERTOP
1 1/2" = 1'-0" 2
LAV. COUNTER AND SUPPORT
For Council Approval
Not for Bidding

Page 249 of 3513 ends

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R DEPR CTRD CONT DBL CTR CONN CONC COL CMU CLR

CCLG CJ CIP CGCCBRG PL BRCG BYD BTWN BRG CONCRETE MASONRY UNIT DEPRESSED DOUBLE CENTERED CENTER CONTINUOUS CONNECTION CONCRETE COLUMN CLEAR P CONSTRUCTION JOINT/ CONTROL JOINT CAST IN PLACE CENTER OF GRAVITY CENTER TO CENTER BEARING PLATE CENTER LINE CEILING BEYOND BETWEEN BEARING BRACING BLK BLKG BNBOF BOC BMBLDG ARCH APPROX BLW BEV ACALUM ADDNL ALT AGG AFF ABABV @ BOTTOM OF FOOTING/ FOUNDATION BOTTOM OF CONCRETE BOUNDARY NAILING ARCHITECT/ ARCHITECTURAL BLOCK BLOCKING BEAM APPROXIMATE BEVELED BUILDING BELOW ASPHALTIC CONCRETE ABOVE FINISH FLOOR ANCHOR BOLTS ADDITIONAL AGGREGATE ALTERNATE ALUMINUM ANGLE ABOVE AT JT MICROLAM BEAM PRESSURE TREATED/ POINT SHORT LEG HORIZONTAL SEE ARCHITECTURAL DRWG'S. STANDARD STAGGER STAINLESS STEEL SQUARE SPECIFICATION STRUCTURAL PLYWOOD SLAB ON GRADE SHEET METAL SCREWS SHEET METAL SHORT LEG VERTICAL SHRINKAGE JOINT SIMILAR SHEATHING SEISMIC JOINT SCHEDULE REQUIRED REINFORCING RADIUS PRESSURE TREATED DOUG FIR POUNDS PER SQUARE INCH OPEN WEB JOIST PARALLAM STRAND LUMBER PERIMETER NAILING PLYWOOD PERPENDICULAR PRECAST CONCRETE OPPOSITE HAND PLATE PIECE/ PILE CAP OPENING OUTSIDE DIAMETER ON CENTER NOT TO SCALE NON SHRINK GROUT NOMINAL NUMBER OR POUNDS NOT IN CONTRACT METAL ROOF DECK METAL MASONRY CONTROL JOINT LIGHT WEIGHT CONCRETE MISCELLANEOUS MINIMUM MANUFACTURER MEZZANINE MECHANICAL MACHINE BOLT MAXIMUM LIGHT WEIGHT LAG SCREW LONGITUDINAL LONG LEG VERTICAL LIVE LOAD INTERIOR INFORMATION JOINT LENGTH LONG JOIST ACI AMERICAN CONCRETE INSTITUTE INCH AISC AMERICAN INSTITUTE FOR STEEL CONSTRUCTION ASD ALTERNATE STRESS DESIGN AWS AMERICAN WELDING SOCIETY CBC CALIFORNIA BUILDING CODE UBC UNIFORM BUILDING CODE DSA DIVISION OF THE STATE ARCHITECT DL DEAD LOAD CP COMPLETE PENETRATION CE CIVIL ENGINEER f'c MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE STRENGTH OF MASONRY f'm MINIMUM ULTIMATE COMPRESSIVE LLH LONG LEG HORIZONTAL SC SLIP CRITICAL SE STRUCTURAL ENGINEER TN TOE NAIL ICBO INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS Fy SPECIFIED YIELD STRENGTH OF REIFORCING, PSI OR SPECIFIED MINIMUM YIELD STRESS OF STEEL, KSI FLR FLOOR ICC INTERNATIONAL CODE COUNCIL APA THE ENGINEERED WOOD ASSOCIATION DTL DETAIL

C CAMBER
L
LRS ROUGH SAWN HDR HEADER DIR DIRECTION LSL LAMINATED STRAND VENEER MAS MASONRY PSF POUNDS PER SQUARE FOOT PLF POUNDS PER LINEAR FOOT RET RETURN RETG RETAINING BRKT BRACKET LVL LAMINATED VENEER LUMBER SCL STRUCTURAL COMPOSITE LUMBER NHR NO HOLDOWN REQUIRED IBC INTERNATIONAL BUILDING CODE (N) NEW CONDITION OSB ORIENTED STRAND BOARD O/ OVER BC BOTTOM CHORD TC TOP CHORD HKHSB HTHORIZ HOOK HIGH STRENGTH BOLT (A325) HEIGHT HORIZONTAL HSS HOLLOW STRUCTURAL SECTION SW SHEARWALL T&B TOP AND BOTTOM ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS AISI AMERICAN IRON AND STEEL INSTITUTE CRSI CONCRETE REINFORCING STEEL INSTITUTE LRFD LOAD AND RESISTANCE FACTOR DESIGN NF NEAR FACE NWC NORMAL WEIGHT CONCRETE ∠ DESIGN CRITERIA: 2025 CALIFORNIA BUILDING CODE (CBC) LIVE LOADS ROOF LOAD = 20 PSF (REDUCIBLE) CEILING LOAD = 10 PSF (NON-REDUCIBLE) WIND (ASCE 7-22 SIMPLIFIED ANALYSIS) EXPOSURE C RISK CATEGORY II BASIC WIND SPEED = 94 MPH SEISMIC (ASCE 7-22 EQUIVALENT LATERAL FORCE PROCEDURE) RISK CATEGORY II Ie = 1.0 SITE CLASS = D Ss = 0.53g SDS = 0.55g S1 = 0.21g SD1 = 0.37g SDC = D LIGHT FRAMED WOOD SHEATHED SHEAR WALLS R = 6.5 Ω o = 3.0 Cd = 4.0 Cs = 0.0851 (STRENGTH DESIGN) S-001 STRUCTURAL NOTES PRIOR TO FABRICATION, SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE STRUCTURAL ENGINEER: 1. THE CONTRACTOR AGREES THAT SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. 2. THE CONTRACTOR AGREES THAT THE PURPOSE OF SHOP DRAWING SUBMITTALS IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN INTENT OF THE PROJECT AND COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS BY INDICATING WHICH MATERIAL THE CONTRACTOR INTENDS TO FURNISH AND INSTALL AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS THE CONTRACTOR INTENDS TO USE. 3. THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS ON THE SHOP DRAWINGS, WHICH MUST BE CONFIRMED AND CORRELATED AT THE JOB SITE, FOR COORDINATION OF HIS OR HER WORK WITH THAT OF ALL OTHER TRADES AND FOR PERFORMING WORK IN A SAFE AND SATISFACTORY MANNER. 4. THE CONTRACTOR IS RESPONSIBLE FOR MATERIAL QUANTITIES ON THE SHOP DRAWINGS. 5. CONTRACTOR IS TO REVIEW AND BE IN AGREEMENT WITH COMMENTS BY THE STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH FABRICATION. 6. THE SHOP DRAWINGS SHALL BE PREPARED FROM FRESH WORK. REPRODUCTIONS OF THE APPROVED DRAWINGS IS NOT PERMITTED. 7. PRIOR TO SUBMISSION THE CONTRACTOR SHALL REVIEW ALL SUBMITTALS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND SHALL STAMP SUBMITTALS AS BEING "REVIEWED FOR CONFORMANCE". 8. ANY DETAIL ON THE SHOP DRAWING THAT DEVIATES FROM THE CONTRACT DOCUMENTS SHALL BE CLEARLY MARKED WITH THE NOTE "THIS IS A CHANGE". SEE GENERAL NOTES FOR MATERIAL SUBSTITUTIONS. 9. SHOP DRAWINGS OR CALCULATIONS SUBMITTED FOR REVIEW THAT REQUIRE MORE THAN ONE RESUBMITTAL FOR REVIEW SHALL BE BILLED HOURLY FOR SUCH TIME TO THE GENERAL CONTRACTOR. THE THIRD REVIEW WILL NOT PROCEED WITHOUT WRITTEN APPROVAL FROM THE GENERAL CONTRACTOR FOR ADDITIONAL ENGINEERING REVIEW SERVICES. 10. CAD FILES OF APPROVED DRAWINGS WILL NOT BE PROVIDED TO THE CONTRACTOR, SUBCONTRACTOR OR FABRICATOR FOR THE PREPARATION OF SHOP DRAWINGS. SHOP DRAWINGS: 1. CONCRETE CONSTRUCTION SHALL CONFORM TO TITLE 24, AND THE CODE, PER GENERAL NOTES. 2. CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ASTM C94 AND ACI STANDARD 304. IN ADDITION, MAXIMUM FREE FALL OF CONCRETE SHALL BE 4'-0". 3. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY SUITABLE MEANS DURING PLACEMENT AND SHALL BE THOROUGHLY WORKED AROUND REINFORCEMENT AND EMBEDDED FIXTURES AND INTO CORNERS OF FORMS. 4. THE MINIMUM 28 DAY STRENGTH SHALL BE PER MIX DESIGN SCHEDULE. 5. CEMENT SHALL CONFORM TO ASTM C150, TYPE I OR II. 6. FLY ASH SHALL CONFORM TO ASTM 618, CLASS N OR F. 7. CONCRETE AGGREGATES: NATURAL SAND AND ROCK AGGREGATES SHALL CONFORM TO ASTM C33. 8. MINERAL ADMIXTURES SHALL COMPLY WITH ASTM C618. 9. LIQUID ADMIXTURES SHALL COMPLY WITH THE FOLLOWING: A. WATER REDUCERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM C494 TYPE A B. MID-RANGE WATER REDUCERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM C494 TYPE A & F C. NON-CHLORIDE ACCELERATORS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM C494 TYPE C OR C & E D. RETARDING ADMIXTURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM C494 TYPE B OR B & D 10. GENERAL: A. NO PIPES OR DUCT SHALL BE PLACED IN CONCRETE SLABS OR WALLS UNLESS SPECIFICALLY DETAILED. B. REFER TO ARCHITECTURAL, STRUCTURAL, AND MECHANICAL DRAWINGS FOR ALL MOULDS, GROOVES, ORNAMENTS, CLIPS, ETC. TO BE CAST IN CONCRETE. 11. ALL CONSTRUCTION JOINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 318-19 SECTION 26.5.6 AND THE TYPICAL CONSTRUCTION JOINT DETAILS SHOWN ON THE STRUCTURAL DRAWINGS. ALL SURFACES OF CONSTRUCTION JOINTS SHALL BE CLEANED TO REMOVE DUST, CHIPS, OR OTHER FOREIGN MATTER PRIOR TO PLACING THE ADJACENT CONCRETE. THE CONTRACTOR SHALL SUBMIT THE PROPOSED LOCATIONS OF CONSTRUCTION JOINTS TO THE ENGINEER FOR REVIEW BY THE STRUCTURAL ENGINEER BEFORE STARTING CONSTRUCTION. 12. MAXIMUM SPACING OF CONSTRUCTION OR CONTROL JOINTS FOR A REINFORCED SLAB ON GRADE SHALL BE 20 FEET. 13. REMOVE ALL DEBRIS AND EXCESS WATER FROM THE FORMS BEFORE PLACING ANY CONCRETE. 14. REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC. TO BE EMBEDDED IN CONCRETE SHALL BE SECURELY POSITIONED AND FREE OF EXCESSIVE SCALE, RUST, DIRT, GREASE, OIL OR ANY OTHER SUBSTANCES THAT WILL IMPAIR BOND WITH CONCRETE. OBTAIN APPROVAL OF ALL AFFECTED TRADES PRIOR TO PLACING CONCRETE. 15. WALLS SHALL BE PLACED IN HORIZONTAL LAYERS OF 2'-0" MAXIMUM DEPTH. 16. CONCRETE IN WALLS, PIERS OR COLUMNS SHALL SET AT LEAST 2 HOURS BEFORE PLACING CONCRETE IN BEAMS, SPANDRELS OR SLABS SUPPORTED THEREON. 17. NO WOOD SPREADERS ALLOWED. NO WOOD STAKES ALLOWED IN AREAS TO BE CONCRETED. 18. CONTRACTOR SHALL PREPARE AND SUBMIT CONCRETE MIX DESIGNS TO THE ARCHITECT/ ENGINEER OF RECORD FOR REVIEW PRIOR TO PLACEMENT OF ANY CONCRETE. CONCRETE MIX DESIGNS SHALL COMPLY WITH ACI 318-19 SECTION CHAPTER 5. CALCIUM CHLORIDE OR ADMIXTURES WHICH ADD CHLORIDES ARE NOT PERMITTED. 19. NOTIFY THE ENGINEER OF RECORD & TESTING LABORATORY (AND BUILDING OFFICIAL WHEN REQUIRED) 2 BUSINESS DAYS PRIOR TO PLACING CONCRETE. 20. CAST-IN-PLACE CONCRETE (NON-PRESTRESSED). THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . . . . . . . . 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: NO. 6 THROUGH NO. 18 BAR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2" NO. 5 BAR, W31 OR D31 WIRE, AND SMALLER . . . . . . . . . . . . . . . . . . . . . 1 1/2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS: NO. 14 AND NO. 18 BAR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1/2" NO. 11 BAR AND SMALLER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3/4" BEAMS, COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS . . . . . . . . . . . . . 1 1/2" D. CONCRETE TILT-UP PANELS CAST AGAINST A RIGID HORIZONTAL SURFACE, SUCH AS A CONCRETE SLAB, EXPOSED TO THE WEATHER: NO. 8 AND SMALLER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1" NO. 9 THROUGH NO. 18 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2" 21. REINFORCING BARS, SPLICES & DOWELS: A. ALL BARS SHALL HAVE A CLASS B MINIMUM SPLICE LAP, UNO. SEE REBAR LAP SCHEDULE. B. SPLICES IN ADJACENT BARS SHALL BE NOT LESS THAN 5'-0" APART. C. DOWEL ALL VERTICAL REINFORCING IN WALLS AND COLUMNS FROM FOUNDATION WITH THE SAME SIZE REINFORCING. D. SPLICE CONTINUOUS BARS IN SPANDRELS, GRADE BEAMS, WALL BEAMS, ETC. AS FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS AT CENTERLINE SUPPORT UNO. 22. HORIZONTAL WALL REINFORCING IN DOUBLE LAYER WALLS SHALL BE STAGGERED. USE #2 SPREADERS APPROXIMATELY EVERY THIRD INTERSECTION EACH DIRECTION FOR ALL DOUBLE LAYER WALLS. 23. MINIMUM WALL REINFORCING SHALL BE: WALL THICKNESS SINGLE LAYER DOUBLE LAYER 7" OR LESS . . . . . . . . . . . . . . . #4 @ 12" OC EA WAY - 8" . . . . . . . . . . . . . . . . . . . . . . . #4 @ 10" OC EA WAY - 9" & 10" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . #4 @ 16" OC EA WAY 11" & 12" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . #4 @ 12" OC EA WAY 24. REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 315. 25. FOR REINFORCING STEEL REQUIREMENTS REFER TO REINFORCING STEEL NOTES. 26. FINAL PRODUCT AS INDICATED ON DRAWINGS SHALL COMPLY WITH THE FOLLOWING: A. ALL CONCRETE SHALL HAVE A "CLASS B" FINISH PER ACI 347 WITH GRADUAL IRREGULARITIES LIMITED TO 1/4" IN 10'-0" AS MEASURED WITH A STRAIGHT EDGE. B. SURFACE IRREGULARITIES ATTRIBUTABLE TO PLACEMENT AND CONSOLIDATION DEFICIENCIES AS DEFINED IN ACE 309.2R (E.G., BUG HOLES, HONEYCOMB, ETC.) WILL BE REVIEWED BY THE ARCHITECT AND ENGINEER. UNSATISFACTORY WORK SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. C. GRADUAL SURFACE IRREGULARITIES SHALL NOT BE CUMULATIVE. CONCRETE: FOOTNOTES: 1. ADD WATER REDUCING ADMIXTURES PER SPECIFICATIONS FOR PLACING. 2. FOR HOT WEATHER CONCRETING REFER TO ACI 305R. 3. FOR COLD WEATHER CONCRETING REFER TO ACI 306R. 4. OTHER ADMIXTURES SHALL BE REVIEWED BY THE ENGINEER OF RECORD AND TESTING LABORATORY UPON CONCRETE MIX DESIGN SUBMITTAL. 5. SLUMPS SHALL NOT EXCEED 8" +/- 1 1/2" WHEN USING MID-RANGE WATER REDUCERS. 6. ADDITIONAL WATER SHALL NOT BE ADDED TO THE CONCRETE ONCE THE TRUCK LEAVES THE BATCH PLANT. GRADE METAL DECK FOUNDATIONS SLAB ON SITE SLAB OVER USE CLASS BE
F
CD
- TYPE
A MIX DESIGN SCHEDULE: 6"±1" 5"±1" 5"±1" 145 1"± 1/4"
-- 2,500 145 1"± 1/4"
--
-- 145 WEIGHT CONCRETE UNIT (PCF) 2,500 1"± 1/4" SIZE (IN) AGGREGATE MAX 0.45 -- 0.57
--
- 25% MAX
0 REPLACEMENT MAX WATER TO CEMENT RATIO (%) 0.50 25% MAX FLY ASH STRENGTH "f'c" MIN @ 28 DAYS (PSI) MAX(5) SLUMP (IN) (%) WALLS PIT 2,500 4,000 145 3/4"± 1/4" 4"±1" 0.45 0% MIN TO 25% MAX 0% MIN TO 25% MAX 1. REINFORCING SHALL CONFORM TO ASTM A615 - GRADE 60 UNO. 2. NO REINFORCING BARS ARE TO BE WELDED UNLESS SPECIFICALLY DETAILED IN CONTRACT DOCUMENTS. ALL BARS SO DETAILED TO BE WELDED SHALL BE ASTM A706 BARS. 3. ALL REBAR TO BE WELDED SHALL BE CONTINUOUSLY INSPECTED BY A QUALIFIED TESTING LABORATORY. CONTRACTOR MUST FURNISH TO THE LABORATORY MILL CERTIFICATES SHOWING CHEMICAL ANALYSIS. ALL PREHEATING AND WELDING SHALL BE DONE BY WELDERS CERTIFIED TO WELD REINFORCING BARS IN ACCORDANCE WITH AWS D1.4 STANDARDS (LATEST EDITION). 4. E80xx ELECTRODE SHALL BE USED FOR ALL REBAR WELDING. 5. TACK WELDING TO REBAR IS STRICTLY PROHIBITED. 6. WIRE FABRIC SHALL CONFORM TO ASTM A185. WELDED WIRE FABRIC SHALL BE LAP SPLICED TWO SQUARES MIN EACH DIRECTION. 7. REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC. TO BE EMBEDDED IN CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING CONCRETE OR GROUTING MASONRY. OBTAIN APPROVAL OF ALL AFFECTED TRADES PRIOR TO PLACING CONCRETE OR GROUTING MASONRY. 8. DRILL THROUGH STEEL COLUMNS AND BEAMS TO PASS CONTINUOUS REINFORCING (1"Ø MAX) UNO. 9. CONTRACTOR SHALL PROVIDE AN ALLOWANCE OF 2% OF THE BID FOR ALL REINFORCING STEEL TO BE USED AT THE DISCRETION OF THE STRUCTURAL ENGINEER. UNUSED AMOUNT TO REVERT TO THE OWNER UPON COMPLETION OF THE JOB. REBAR LAP SCHEDULE: FOOTNOTES: 1. LAP SPLICE LENGTHS ARE FOR GRADE 60 UNCOATED REINFORCING BARS. 2. LAP SPLICE LENGTHS ARE FOR NORMAL WEIGHT CONCRETE. FOR LIGHTWEIGHT AGGREGATE CONCRETE, (WT = 110 PCF) INCREASE LAP SPLICE BY 30%. 3. LAP SPLICE LENGTHS ARE FOR CLASS B LAPS = 1.3 ld. 4. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF FRESH CONCRETE CAST BELOW THE BARS. 5. ADJUST LAP SPLICE LENGTHS AS FOLLOWS: 5.A. FOR BARS AT BEAMS AND COLUMNS WITH COVER LESS THAN 1 BAR DIAMETER OR WITH CLEAR SPACING LESS THAN 2 BAR DIAMETERS, INCREASE LAP SPLICE BY 50%. 5.B. FOR BARS AT ALL OTHER CONDITIONS WITH COVER LESS THAN 1 BAR DIAMETER OR WITH CLEAR SPACING LESS THAN 3 BAR DIAMETERS, INCREASE LAP SPLICE BY 50%. 6. ALL LAP SPLICES SHALL BE CLASS B, UNO #3 TOP BARS (IN) OTHER BARS (IN) f'c=2500 PSI f'c=3000 PSI f'c=3500 PSI f'c=4000 PSI TOP BARS (IN) OTHER BARS (IN) TOP BARS (IN) OTHER BARS (IN) TOP BARS (IN) OTHER BARS (IN) #4#5#6#7#8#9 #10 #11 3141516189 102 114 127 140 BAR SIZE 2432394769788898 108 283747568193 105 116 128 222936436372818998 26354352758697 108 118 202733405866758391 24334149718191 101 111 192531375462707885 REINFORCING STEEL: 1. THE PRESUMPTIVE LOAD-BEARING VALUES ARE PER CBC TABLE 1806.2 WITH A "CLASS OF MATERIALS" TYPE 5: A. VERTICAL FOUNDATION PRESSURE = 1,500 PSF DL + LL AND 2,000 PSF DL + LL + SHORT TERM FORCES. B. LATERAL BEARING PRESSURE = 100 PSF/FT BELOW NATURAL GRADE. C. LATERAL SLIDING RESISTANCE = 130 PSF COHESION TIMES THE SURFACE CONTACT AREA. 2. ALL SUBGRADE PREPERATION, SITEWORK, GRADING, UTILITY TRENCHING, ETC. SHALL BE DONE IN COMPLIANCE WITH THE CBC. 3. A GEOTECHNICAL ENGINEER HIRED BY THE OWNER SHALL INSPECT THE EXCAVATIONS AND FOUNDATIONS PER THE ABOVE AND THE CONSTRUCTION DOCUMENTS. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SHORE AND BRACE AS REQUIRED. SEE SAFETY NOTES FOR ADDITIONAL INFORMATION. 5. ALL FOUNDATIONS ARE SHOWN AND DIMENSIONED AS BEING FORMED. FOUNDATIONS MAYBE PLACED IN NEAT EXCAVATIONS PROVIDED FOOTINGS ARE INCREASED 2" IN WIDTH, SEE TYPICAL EXCAVATION DETAIL. 6. EXCAVATIONS SHALL BE CLEANED OF ALL DEBRIS AND LOOSE SOIL. STANDING WATER SHALL BE REMOVED PRIOR TO CONCRETE PLACEMENT. 7. FOUNDATION DEPTHS INDICATED ON PLANS ARE MINIMUMS AND ARE FOR ESTIMATING PURPOSES. FINAL DEPTHS OF FOOTINGS MAY CHANGE AT THE TIME OF EXCAVATION. 8. BOTTOMS OF ALL FOUNDATIONS SHALL BE LEVEL. CHANGES IN BOTTOM OF FOUNDATION ELEVATION SHALL BE MADE ACCORDING TO STEPPED FOOTING DETAILS. 9. FOOTINGS SHALL BE CENTERED UNDER WALLS AND/OR COLUMNS UNLESS OTHERWISE INDICATED ON DRAWINGS. 10. CONTRACTOR SHALL CHECK FOOTING FORMS TO VERIFY THAT THEY ARE SQUARE & PLUMB. THE CONTRACTOR SHALL ALSO VERIFY THAT ALL INSERTS & EMBEDS ARE IN THEIR CORRECT LOCATION & ORIENTATION PRIOR TO PLACING CONCRETE. 11. NOTIFY THE STRUCTURAL ENGINEER 48 HOURS IN ADVANCE OF PLACING CONCRETE. 12. FOOTING DEPTHS SPECIFIED ARE FROM LOWEST ADJACENT SUBGRADE, UNLESS NOTED OTHERWISE. FOUNDATIONS:

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L 916.365.4740 MSEi JOB#: 25-008 FOLSOM, CA 95630 1837 IRON POINT ROAD, SUITE 100 2000 L Street Suite 125 Sacramento, CA 95811 T 209.944.9110 F 209.944.5711 www.wmbarchitects.com 5757 Pacific Avenue Suite 226 Stockton, CA 95207 WMB Project No. Copyright WMB, Inc. 25-019 DATE PURPOSE PUBLISH HISTORY: No. 02.20.26 Initial Submittal A 04.15.26 Coordination Roseville Aquatics Complex - Locker Room Alterations 3051 Woodcreek Oaks Blvd Roseville, CA 95747 12/10/2025 4:20:16 PM 1 04.24.26 Plan Check Response S-002 STRUCTURAL NOTES 1. SIMPSON HARDWARE FOR THIS PROJECT HAS BEEN SPECIFIED USING 100% OF THE ALLOWABLE LOAD VALUES AND PRODUCT INFORMATION GIVEN IN THE SIMPSON CATALOG C-C 2021 DATED 2021-2023. 2. PLANS, SECTIONS AND DETAILS INDICATE GENERAL PRODUCT TYPE AND ANY REQUIRED MODIFICATIONS (e.g. SLOPES AND SKEWS). SPECIFIC CATALOG CALL OUTS ARE DETERMINED BY INDIVIDUAL MEMBER SIZES. EXAMPLES: PLANS/SECTIONS INDICATE 2x10 MEMBERS SUPPORTED BY SIMPSON 'U' HANGERS. SIMPSON CALL-OUT: U210. PLANS/SECTIONS INDICATE 5 1/8"x18" GLB SUPPORTED BY 4x6 POST AND SIMPSON ECC CAP. SIMPSON CALL-OUT: ECC5&1/4-4 OR OPTION WITH STRAPS ROTATED 90° ECC5&1/4-6. 3. WHERE THE SIMPSON CATALOG INDICATES TWO SIZES MAY BE USED FOR THE SAME SIZE MEMBER, USE THE LARGER SIZE. EXAMPLE: PLANS/SECTIONS INDICATE 4x8 MEMBER SUPPORTED BY SIMPSON LUS HANGERS. SIMPSON CATALOG INDICATES LUS46 OR LUS48 MAY BE USED. THE LUS48 SHALL BE USED, UNO. 4. USE SIMPSON 'MAX' NAILING CONFIGURATION (FILL ALL HOLES WITH NAILS), TYPICAL UNO. 5. WHERE OPTIONAL NAIL SIZES ARE INDICATED IN SIMPSON CATALOG, USE LARGEST NAIL SIZE LISTED, TYPICAL, UNO. 6. SIMPSON HARDWARE SUPPLIER SHALL SUBMIT MATERIAL LIST ITEMIZING HANGER DESIGNATION, LOAD RATING, SUPPORTED MEMBER SIZE AND LOCATION OF INSTALLATION FOR REVIEW BY THE ENFORCEMENT AGENCY AND THE STRUCTURAL ENGINEER. TYPICAL SIMPSON HARDWARE NOTES: WOOD NOTES: 3"x3"x1/4" 3"x3"x5/16" 5"x5"x1/2" 3"x3"x1/4" (3) 1/2"x3 1/2"x3/8" (3) 3/4"x3 3/4"x3/8" 3"Øx7/16" 4"Øx1/2" 5"Øx5/8" 3/4" (2" OD) 7/8" (2 1/4" OD) 1/2"Ø 5/8"Ø 3/4"Ø 1"Ø 1 1/4"Ø 1/2"Ø 5/8"Ø 7/8"Ø (2) 1/2"Øx1/4" (2) 3/4"Øx5/16" (3) 1/2"Øx7/16" (1) 3/8" (3" OD) (1) 1/2" (3 1/4" OD) 7/8"Ø 1"Ø CONTINUOUS BLOCKING3/4"Ø 1" (2 1/2" OD) 1. ALL STRUCTURAL WOOD SHALL CONFORM WITH THE FOLLOWING SPECIFICATIONS: A. DOUGLAS FIR- COAST REGION . . . . . . . . . . . . . . . . WEST COAST LUMBER INSPECTION BUREAU GRADING RULES #17. B. REDWOOD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CALIFORNIA REDWOOD ASSOCIATION GRADING RULES, 2000 EDITION. C. GLUED LAMINATED BEAMS . . . . . . . . . . . . . . . . . . . STANDARD SPECIFICATION FOR STRUCTURAL GLUE LAMINATED TIMBER, AITC 117. D. SHEATHING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . APA VOLUNTARY PRODUCT STANDARD PS 2-10 FOR WOOD BASED STRUCTURAL-USE PANELS. E. ENGINEERED LUMBER . . . . . . . . . . . . . . . . . . . . . . . WEYERHAEUSER MICROLLAM LAMINATED VENEER LUMBER (LVL), ICC ESR-1387 . . . . . . . . . . . . . . . . . . . . . . . . WEYERHAEUSER PARALLAM (PSL), ICC ESR-1387 2. MINIMUM GRADES SHALL BE: A. STRUCTURAL FRAMING . . . . . . . . . . . . . . . . . . . . . POSTS, HEADERS, BEAMS AND STUDS DF #1, ALL OTHER DF #2 UNO . . . . . . . . . . . . . . . . . . . . . CEILING JOISTS DF #2 & BLOCKING DF #2 . . . . . . . . . . . . . . . . . . . . . ALL MEMBERS TO BE FREE OF HEART CENTER. TYP. UNO B. GLUED LAMINATED MEMBERS. . . . . . . . . . . . . . . . . COMBINATION 24F-V4 FOR SIMPLE SPANS COMBINATION 24F-V8 FOR CANTILEVERS AND CONTINUOUS CONDITIONS. C. STRUCTURAL SHEATHING . . . . . . . . . . . . . . . . . . . . WALL SHEATHING: 15/32" APA RATED SHEATHING EXP 1 (UNO), 5 PLY 32/16. OSB D. ROOF SHEATHING: . . . . . . . . . . . . . . . . . . . . . . . . . . 19/32" APA RATED SHEATHING EXP 1, UNO, 5-PLY 40/20 OSB E. FLOOR SHEATHING: . . . . . . . . . . . . . . . . . . . . . . . . . 23/32" APA RATED STURD-I-FLOOR EXP 1, UNO, 5-PLY 48/24 TONGUE AND GROOVE OSB F. LVL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SHALL MEET THE FOLLOWING STRUCTURAL PROPERTIES: Fb = 2600 PSI Fv = 285 PSI E = 1.9E6 PSI G. PSL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SHALL MEET THE FOLLOWING STRUCTURAL PROPERTIES: Fb = 2900 PSI Fv = 290 PSI E = 2.0E6 PSI 3. WALLS SHALL HAVE DOUBLE TOP PLATES, LAPPED AT WALL AND PARTITION INTERSECTION WITH 3-16d NAILS. SPLICE UPPER AND LOWER PLATES AS SHOWN IN TYPICAL WALL FRAMING DETAIL. 4. PROVIDE SOLID BLOCKING BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS & AT 12' OC. 5. WHEN TOP PLATES ARE NOTCHED OR BORED- SEE TYPICAL DETAIL. 6. HOLES FOR BOLTS IN WOOD SHALL BE BORED WITH A BIT OF THE SAME NOMINAL DIAMETER AS THE BOLT + 1/16". 7. LEAD HOLES FOR LAG SCREWS LOADED LATERALLY AND IN WITHDRAWAL SHALL BE BORED AS FOLLOWS TO AVOID SPLITTING OF THE WOOD MEMBER DURING CONNECTION FABRICATION: A. THE CLEARANCE HOLE THE SHANK SHALL HAVE THE SAME DIAMETER AS THE SHANK, AND THE SAME DEPTH PENETRATION AS THE LENGTH OF UNTHREADED SHANK. B. THE LEAD HOLE FOR THE THREADED PROTION SHALL HAVE A DIAMETER EQUAL TO 65% TO 85% OF THE SHANK DIAMETER IN WOOD WITH G > 0.6, 60% TO 75% IN WOOD WITH 0.5 < G < 0.6, AND 40% TO 70% IN WOOD WITH G < 0.5 AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE LARGER PERCENTILE IN EACH RANGE SHALL APPLY TO LAG SCREWS OF GREATER DIAMETERS. 8. LAG SCREWS AND WOOD SCREWS SHALL BE SCREWED AND NOT DRIVEN INTO PLACE. 9. ALL BOLTS AND LAG SCREWS SHALL BE PROVIDED WITH METAL WASHERS UNDER HEADS AND NUTS WHICH BEAR ON WOOD. APPLIES ALSO TO EXPANSION AND EPOXY ANCHORS. 10. ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED AT TIME OF INSTALLATION AND RE-TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. 11. INSTALL ALL STRUCTURAL PLYWOOD ON ROOF AND FLOORS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. 12. CROSS BRIDGING BETWEEN JOISTS OR RAFTERS- SEE FRAMING PLANS AND TYPICAL DETAIL. 13. JOISTS UNDER AND PARALLEL TO NON-BEARING PARTITIONS SHALL BE DOUBLED AND NAILED TOGETHER. 14. WHERE FRAMING HANGERS ARE REQUIRED AND ARE NOT SHOWN ON SECTIONS, DETAILS OR PLANS THE FOLLOWING SIMPSON HANGERS SHALL BE USED. SLOPE, SKEW, TURN IN FLANGES AND PROVIDE TOP FLANGE HANGERS AS REQUIRED.h H. 2X & 3X MEMBERS . . . . . . . . . . . . . . . . . . . . . . . . . . . U HANGERS I. 4X MEMBERS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HU HANGERS J. 6X MEMBERS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HUTF HANGERS K. I-JOIST MEMBERS. . . . . . . . . . . . . . . . . . . . . . . . . . . . MIT HANGERS L. GLU LAM MEMBERS. . . . . . . . . . . . . . . . . . . . . . . . . . LEG HANGERS 15. ALL METAL HARDWARE SHALL BE MANUFACTURED BY SIMPSON STRONG TIE COMPANY, OR APPROVED EQUAL. ALL ITEMS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 16. WOOD SYMBOLS: 17. PROVIDE PLYWOOD EDGE NAILING AROUND ALL OPENINGS AND BLOCK ALL UNSUPPORTED PLYWOOD EDGES. 18. UPSET THREADS ON SILL BOLTS ARE NOT ALLOWED. 19. ALL FRAMING LUMBER SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19% AT THE TIME OF INSTALLATION AND SHALL BE AT 19% MAXIMUM MOISTURE CONTENT (VERIFIED BY INSPECTOR OF RECORD) BEFORE BEING ENCLOSED BY INSULATION, GYPBOARD, OR OTHER SURROUNDING ARCHITECTURAL MATERIALS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROVIDE LUMBER MEETING THESE CRITERIA. 20. BOLTS ARE NOT TO BE INSTALLED IN LUMBER OVER 19% MOISTURE CONTENT. 21. EDGE NAILING OF STRUCTURAL WALL SHEATHING TO THE SILL PLATE SHALL NOT OCCUR UNTIL ROOF FRAMING AND SHEATHING IS COMPLETE. 22. ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED. 23. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 24. GLUED LAMINATED MEMBERS: A. ALL FLOOR BEAMS AND WALL HEADERS SHALL HAVE 3500 FT RADIUS CAMBER, UNO. ALL ROOF BEAMS SHALL HAVE 2000 FT RADIUS CAMBER, UNO. B. TESTING & INSPECTION OF GLUED LAMINATED BEAMS SHALL BE IN ACCORDANCE WITH CBC SECTION 1704.2.5. C. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION OF GLUED LAMINATED MEMBERS. SHOP DRAWINGS SHALL INDICATE BEAMS AS SIMPLE OR CONTINUOUS. D. APPEARANCE OF MEMBERS SHALL BE FRAMING OR INDUSTRIAL APPEARANCE EXCEPT MEMBERS IN EXPOSED ARCHITECTURAL APPLICATIONS SHALL BE ARCHITECTURAL APPEARANCE, UNO. E. SHADED AREAS BELOW SHALL HAVE A 6" MIN JOINT SPACING IN ADJACENT LAMINATIONS. TENSION ZONE 1/8 DEPTH + 1 LAM SIMPLE SPAN BEAMS TENSION ZONE = TOP & BOTTOM, FULL LENGTH CONTINUOUS & CANTILEVER BEAMS 1/8 DEPTH + 1 LAM MALLEABLE IRON WASHER BOLT-DIA STEEL WASHER CARRIAGE BOLT-DIA WROUGHT IRON WASHER 1. ALL NAILS FOR STRUCTURAL WORK SHALL BE COMMON STEEL WIRE NAILS. HOLES SHALL BE PRE-DRILLED WHERE NECESSARY TO PREVENT SPLITTING. NAILING NOT NOTED IN SCHEDULE OR ON DRAWINGS SHALL BE A MINIMUM OF TWO NAILS AT EACH CONTACT: 8d FOR 1x MATERIAL AND 16d FOR 2x MATERIAL. 2. NAILS AND SPIKES USED IN WET OR EXTERIOR LOCATIONS SHALL BE HOT-DIPPED ZINC COATED GALVANIZED STEEL PER CBC SECTION 2304.9.1.1. 3. FASTENERS FOR PRESSURE - PRESERVATIVE TREATED AND FIRE RETARDANT TREATED LUMBER SHALL BE HOT-DIPPED ZINC COATED GALVANIZED STEEL PER CBC SECTION 2304.9.5. 4. PNEUMATIC FASTENERS INSTALLED IN SIMPSON HARDWARE SHALL BE APPROVED BY SIMPSON AND SEOR PRIOR TO INSTALLATION. 5. PNEUMATIC FASTENERS TO BE INSTALLED INTO PLYWOOD SHEATHING SHALL BE SEOR APPROVED AND SHALL FALL WITHIN THE 10% TOLERANCE LIMIT FOR HAND DRIVEN NAILS PER ASTM F1667 FOR HEAD DIAMETER. ALL NAIL HEADS TO BE FULL ROUND HEADS. 6. MINIMUM NAIL DIMENSIONS: NAIL 8d 10d 16d 20d SHANK DIAMETER .131" .148" .162" .192" HEAD DIAMETER .281" .312" .344" .406" LENGTH 2 1/2" 3" 3 1/2" 4" NAILING NOTES & SCHEDULE: DESCRIPTION OF BUILDING ELEMENTS: 1. BLKG BTWN CEILING JSTS, RAFTERS OR TRUSSES TO TOP PL OR OTHER FRMG BLW NUMBER & TYPE OF FASTNER: (3) 8d COMMON (2 1/2"x0.131"); OR (3) 3"x0.131" NAILS SPACING & LOCATION: EACH END, TOENAIL BLKG BTWN RAFTERS OR TRUSS NOT AT THE WALL TOP PL, TO RAFTER OR TRUSS (2) 8d COMMON (2 1/2"x0.131"); OR (2) 3"x0.131" NAILS EACH END, TOENAIL (2) 16d COMMON (3 1/2"x0.162"); OR (3) 3"x0.131" NAILS END NAIL FLAT BLKG TO TRUSS & WEB FILLER 16d COMMON (3 1/2"x0.162") @ 6" OC; OR 3"x0.131" NAILS @ 6" OC FACE NAIL ROOF: 2. CEILING JSTS TO TOP PL (3) 8d COMMON (2 1/2"x0.131"); OR (3) 3"x0.131" NAILS EACH JOIST, TOENAIL 3. CEILING JST NOT ATTACHED TO PARALLEL RAFTER, LAPS O/ PARTITIONS (NO THRUST) (SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1) (3) 16d COMMON (3 1/2"x0.162"); OR (4) 3"x0.131" NAILS FACE NAIL 4. CEILING JST ATTACHED TO PARALLEL RAFTER (HEEL JOINT) (SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1) PER TABLE 2308.7.3.1 FACE NAIL 5. COLLAR TIE TO RAFTER (3) 10d COMMON (3"x0.148"); OR (4) 3"x0.131" NAILS FACE NAIL 6. RAFTER OR ROOF TRUSS TO TOP PL (SEE SECTION 2308.7.5, TABLE 2308.7.5) (3) 10d COMMON (3"x0.148"); OR (4) 3"x0.131" NAILS TOENAIL c 7. ROOF RAFTERS TO RIDGE VALLEY OR HIP RAFTERS; OR ROOF RAFTER TO 2-INCH RIDGE BEAM (2) 16d COMMON (3 1/2"x0.162"); OR (3) 3"x0.131" NAILS END NAIL (3) 10d COMMON (3 1/2"x0.148"); OR (4) 3"x0.131" NAILS TOENAIL 8. STUD TO STUD (NOT AT BRACED WALL PANELS) 16d COMMON (3 1/2"x0.162"); OR 24" OC FACE NAIL 9. STUD TO STUD & ABUTTING STUDS AT INTERSECTING WALL CORNERS (AT BRACED WALL PANELS) 16d COMMON (3 1/2"x0.162"); OR 16" OC FACE NAIL 3"x0.131" NAILS 12" OC FACE NAIL 3"x0.131" NAILS 16" OC FACE NAIL 10.BUILT-UP HEADER (2" TO 2" HEADER) 16d COMMON (3 1/2"x0.162") 16" OC EACH EDGE, FACE NAIL WALL: 11.CONT HEADER TO STUD (4) 8d COMMON (2 1/2"x0.131") TOENAIL 12.TOP PL TO TOP PL 16d COMMON (3 1/2"x0.162"); OR 16" OC FACE NAIL 3"x0.131" NAILS 12" OC FACE NAIL 13.TOP PL TO TOP PL, AT END JOINTS (8) 16d COMMON (3 1/2"x0.162"); OR (12) 3"x0.131" NAILS ES OF END JOINT, FACE NAIL (MIN 24" LAP SPLICE LENGTH ES OF END JOINT) 14. BOTTOM PL TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT AT BRACED WALL PANELS) 16d COMMON (3 1/2"x0.162"); OR 16" OC FACE NAIL 3"x0.131" NAILS 12" OC FACE NAIL (4) 8d COMMON (2 1/2"x0.131"); OR (4) 3"x 0.131" NAILS (2) 16d COMMON (3 1/2"x0.162"); OR (3) 3"x 0.131" NAILS (2) 16d COMMON (3 1/2"x0.162"); OR (3) 3"x0.131" NAILS END NAIL 18. TOP PL'S, LAPS AT CORNERS & INTERSECTIONS (2) 16d COMMON (3 1/2"x0.162"); OR (3) 3"x0.131" NAILS FACE NAIL 19. 1" BRACE TO EACH STUD & PL (2) 8d COMMON (2 1/2"x0.131"); OR (2) 3"x0.131" NAILS FACE NAIL 20. 1"x6" SHEATHING TO EACH BEARING (2) 8d COMMON (2 1/2"x0.131") FACE NAIL 21. 1"x8" & WIDER SHEATHING TO EACH BEARING (3) 8d COMMON (2 1/2"x0.131") FACE NAIL FLOOR: 22. JOIST TO SILL, TOP PL, OR GIRDER (3) 8d COMMON (2 1/2"x0.131"); OR (3) 3"x0.131" NAILS TOENAIL 23. RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PL, SILL OR OTHER FRAMING BELOW 6" OC TOENAIL 24. 1"x6" SUBFLOOR OR LESS TO EACH JOIST (2) 8d COMMON (2 1/2"x0.131") FACE NAIL 25. 2" SUBFLOOR TO JOIST OR GIRDER (2) 16d COMMON (3 1/2"x0.162") FACE NAIL 26. 2" PLANKS (PLANK & BEAM - FLOOR & ROOF) (2) 16d COMMON (3 1/2"x0.162") EACH BEARING, FACE NAIL 27. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 20d COMMON (4"x0.192") 32" OC FACE NAILS AT T&B STAGGERED ON OPPOSITE SIDES 10d BOX (3"x0.128"); OR 3"x 0.131" NAILS 24" OC FACE NAILS AT T&B STAGGERED ON OPPOSITE SIDE ENDS AND AT EACH SPLICE, FACE NAIL AND: (2) 20d COMMON (4"x0.192"); OR (3) 3"x 0.131" NAILS 28. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS (3) 16d COMMON (3 1/2"x0.162"); OR (4) 3"x0.131" NAILS EACH JOIST OR RAFTER, FACE NAIL 29. JOIST TO BAND JOIST OR RIM JOIST (3) 16d COMMON (3 1/2"x0.162"); OR (4) 3"x0.131" NAILS END NAIL 30. BRIDGING OR BLOCKING TO JOIST, RAFTER OR TRUSS (2) 8d COMMON (2 1/2"x0.131"); OR (2) 3"x 0.131" NAILS EACH END, TOENAIL 31. 3/8" - 1/2" 6d COMMON OR DEFORMED (2"x0.113") (SUBFLOOR AND WALL) 2 3/8"x0.113" NAILS (SUBFLOOR & WALL) 2 3/8"x0.113" NAILS (ROOF) 32. 19/32" - 3/4" 8d COMMON (21/2"x0.131"); OR 2 3/8"x0.113" NAILS 33. 7/8" - 1 1/4" 10d COMMON (3"x0.148") 8d COMMON (21/2"x0.131") 8d COMMON (21/2"x0.131") 10d COMMON (3"x0.148") 36. 3/4" AND LESS 37. 7/8" - 1" 38. 1 1/8" - 1 1/4" 15. BOTTOM PL TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (AT BRACED WALL PANELS) (2) 16d COMMON (3 1/2"x0.162"); OR (4) 3"x0.131" NAILS 16" OC FACE NAIL 16. STUD TO TOP OR BOTTOM PL END NAIL TOENAIL 17. TOP OR BOTTOM PL TO STUD 8d COMMON (2 1/2"x0.131"); OR 3"x0.131" NAILS (REFERENCE CBC TABLE 2304.10.2) MINIMUM NAILING SCHEDULE (UNO): WOOD STRUCTURAL PANELS (WSP), SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING a EDGES (INCHES) INTER- MEDIATE SUPPORTS (INCHES) 6 12
6 12
4 8
4 8 6 12
6 12 WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING6 126 126 12 NOTES: 1. ALL SECTIONS AND TABLES NOTED ABOVE REFERENCE CBC, UNO. FOOTNOTES: a. NAILS SPACE AT 6 INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLE BOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING. c. THIS SCHEDULE AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL. POST-INSTALLED REINFORCING BAR NOTES: POST-INSTALLED REINFORCING BAR CONNECTIONS DESIGNED PER THE DEVELOPMENT AND SPLICE REQUIREMENTS OF ACI318-19. POST-INSTALLED REINFORCING BAR CONNECTIONS SHALL CONSIST OF THE FOLLOWING EPOXY SYSTEMS AS PROVIDED BY HILTI, INC. CONTACT HILTI AT (800) 879-8000 FOR PRODUCT RELATED QUESTIONS. 1. POST-INSTALLED REINFORCING BAR CONNECTIONS IN CONCRETE - HILTI HIT-RE 500 V3 SAFESET SYSTEM WITH HILTI HOLLOW DRILL BIT (TE-CD OR TE-YD), AND HILTI VC 20/40/150/300 VACUUM POST-INSTALLED STEEL REINFORCING BARS - INSTALL PER ICC ESR-3814. 2. THE DESIGN OF STRAIGHT POST-INSTALLED REINFORCING BARS SHALL BE PERFORMED PER THE DEVELOPMENT AND SPLICE REQUIREMENTS OF THE ACI318-19 DESIGN OF CONCRETE STRUCTURES. THE POST-INSTALLED REINFORCING BAR SYSTEM IS AN ALTERNATIVE TO CAST-IN-PLACE REINFORCING BARS GOVERNED BY ACI318-19 AND THE CBC. 3. POST-INSTALLED REINFORCING BAR INSTALLATION SHALL BE PERFORMED BY PERSONNEL TRAINED TO INSTALL THE SYSTEM PER THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII), AS INCLUDED IN THE ANCHOR PACKAGING. THE CONTRACTOR SHALL ARRANGE FOR A MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR POST-INSTALLED REINFORCING BARS. THE STRUCTURAL ENGINEER OF RECORD MUST RECEIVE DOCUMENTED CONFIRMATION PRIOR TO THE COMMENCEMENT OF INSTALLING THE BARS THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO WILL INSTALL POST-INSTALLED REINFORCING BARS HAVE BEEN TRAINED TO INSTALL THE SYSTEM PER THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII). 4. THE POSITION OF EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE SHALL BE LOCATED PRIOR TO POST-INSTALLING BARS. EXISTING BARS SHALL BE LOCATED USING HILTI FERROSCAN, GPR, X-RAY, CHIPPING OR OTHER MEANS. POST-INSTALLED ANCHORS NOTES: GENERAL NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS GIVEN IN THE ICC REPORTS AS SPECIFIED HERE, UNO. - HILTI HIT-RE 500 V3 - ICC ESR-3814 - SIMPSON SET-XP - ICC ESR-2508 - SIMPSON SET-3G - ICC ESR-4057 - HILTI KH-EZ - ICC ESR-3027 - SIMPSON POWER ACTUATED FASTENERS (SHOT PINS) - ICC ESR-2138 2. SPECIAL INSPECTION IS REQUIRED FOR ALL POST INSTALLED ANCHORS AND SHALL BE PERFORMED BY AN APPROPRIATLEY QUAILIFED SPECIAL INSPECTOR EMPLOYED BY AN APPROVED AGENCY RETAINED BY THE PROJECT OWNER, NOT THE CONTRACTOR. 3. WHEN INSTALLING DRILLED IN ANCHORS AND/OR POWDER DRIVEN PINS IN EXISTING CONCRETE OR MASONRY, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING EXISTING REINFORCING BARS. MAINTAIN A MINIMUM CLEARANCE OF 1" BETWEEN THE REINFORCEMENT AND THE DRILLED-IN ANCHOR AND/OR PIN. 4. EQUIPMENT IS TO BE CALIBRATED BY AN APPROVED TESTING LABORATORY IN ACCORDANCE WITH STANDARD RECOGNIZED PROCEDURES. 5. NEW BARS DOWELED AND EPOXIED INTO AN EXISTING SLAB-ON-GRADE DO NOT NEED TO BE TENSION TESTED.

A
For Council Approval
Not for Bidding

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D D ddd 6 x d OR 3" MIN
12 x d 90° 2 1/2" MIN 4 x d OR180° TYPICAL END HOOKS TYPICAL TIE & STIRRUP 135° D TYPICAL BEND #3 - #8 #14 & #18 #9 - #11 6 x d 8 x d 10 x d REBAR D DETAIL NOTES: 1. D= DIAMETER OF BEND 2. d= DIAMETER OF REBAR 3. ALL HOOKS SHALL BE 90° OR 180° STANDARD HOOKS UNLESS OTHERWISE SHOWN OR NOTED #3-#5 - 6 x d
#6-#8 - 12 x d MINIMUM BEND DIAMETER TIES & STIRRUPS4 x d 6 x d REBAR #3 - #5 #6 - #8 D BEND & END HOOKS MINIMUM BEND DIAMETER NTS STANDARD REBAR HOOKS AND BENDS 2 NTS TYPICAL CORNER REINFORCING 1 12d
12" MIN 12d 12" MIN SINGLE LAYER BARS 40d 12d 12" MIN 12d 12" MIN 40d DOUBLE LAYER BARS 40d 12d 12" MIN 48d LAP, TYP @ SPLICE 12d 12" MIN 12d 12" MIN 12d
12" MIN CORNER BARS MAY BE USED IN LIEU OF CORNER BEND #4 VERT MIN, TYP EQ EQ 8" MIN LAP #3 @ 12" OC EW UNO ON PLAN CONC CLOSURE STRIP OR SLAB ON GRADE. THICKNESS TO MATCH (E) SLAB, 4" MIN INTENTIONAL ROUGHENED EDGE (E) CONC SLAB ON-GRADE 3" EMBED IN SIMPSON SET-XP PER ICC ESR-2508 OR SIMPSON SET-3G PER ICC ESR-4057, TYP ON SIDES WHERE (E) CONCRETE OCCURS NOTES: 1. TENSION TESTING OF BARS IS NOT REQUIRED FOR SLAB ON GRADE. 2. PROVIDE CONCRETE MIX DESIGN PER CONCRETE MIX DESIGN SCHEDULE. WHERE IN-FILL IS FOR A TRENCH NO GREATER THAN 16" WIDE CONTRACTOR MAY USE 4,000 PSI SACK MIX CONCRETE IN LIEU OF MIX DESIGN SCHEDULE. FLAT SLAB NTS TYPICAL SLAB IN-FILL 3 8" MIN LAP #3 @ 12" OC EW UNO ON PLAN CONC CLOSURE STRIP OR SLAB ON GRADE. THICKNESS TO MATCH (E) SLAB, 4" MIN INTENTIONAL ROUGHENED EDGE (E) CONC SLAB ON-GRADE 3" EMBED IN SIMPSON SET-XP PER ICC ESR-2508 OR SIMPSON SET-3G PER ICC ESR-4057, TYP ON SIDES WHERE (E) CONCRETE OCCURS NOTES: 1. TENSION TESTING OF BARS IS NOT REQUIRED FOR SLAB ON GRADE. 2. PROVIDE CONCRETE MIX DESIGN PER CONCRETE MIX DESIGN SCHEDULE. WHERE IN-FILL IS FOR A TRENCH NO GREATER THAN 16" WIDE CONTRACTOR MAY USE 4,000 PSI SACK MIX CONCRETE IN LIEU OF MIX DESIGN SCHEDULE. SLOPED SLAB NTS TYPICAL SLAB IN-FILL 4 (E) GRAVEL O/ GRADE (E) SAND 5 1/2" (E)
2" TYP (E) VAPOR BARRIER TO REMAIN IN TACT OR REPLACED PER MANUFACTURERS REQUIREMENTS NOTE: CONDITION WHERE FOOTING OCCURS SIMILAR, DOWEL IS EMBED INTO SIDE OF FOOTING IN LIEU OF END OF SLAB NTS TYPICAL CORNER REINFORCING 5 NOTE: SEE OTHER DRAWINGS FOR CURB SIZE & LOCATION. BASE MATERIAL BASE MATERIAL 3 1/2" MIN 12" MAX 10" MAX CONCRETE CURB
10" MAX SLAB ON GRADE #4 CONTS.O.G. ROUGHEN SURFACE TO (9" EMBED @ FOOTINGS) 1/4" AMPLITUDE 3" EMBED IN SIMPSON DOWEL OPTION CONCRETE CURB #4 @ 18" OC CONSTRUCTION JOINT- #4 @ 18" OC 2" 3 1/2" MIN 12" MAX #4 CONT PROVIDE 2 ROWS OF #4 BARS @ CURBS 9" WIDE AND GREATER PROVIDE 2 ROWS OF #4 BARS @ CURBS 9" WIDE AND GREATER (N) SLAB ON GRADE SLOPED TO DRAIN NOTE: CONDITION WHERE FOOTING OCCURS SIMILAR, DOWEL IS EMBED INTO SIDE OF FOOTING IN LIEU OF END OF SLAB SET-XP OR SET-3G 4-23-2026 T S EA P STATE RED REG ST IHCI M E RUCTUR NIA R OF CALIFO DOUGL E L EK BA No. S4721 L A A R IN G EE N A S ROFE SION R S L 916.365.4740 MSEi JOB#: 25-008 FOLSOM, CA 95630 1837 IRON POINT ROAD, SUITE 100 2000 L Street Suite 125 Sacramento, CA 95811 T 209.944.9110 F 209.944.5711 www.wmbarchitects.com 5757 Pacific Avenue Suite 226 Stockton, CA 95207 WMB Project No. Copyright WMB, Inc. 25-019 DATE PURPOSE PUBLISH HISTORY: No. 02.20.26 Initial Submittal A 04.15.26 Coordination Roseville Aquatics Complex - Locker Room Alterations 3051 Woodcreek Oaks Blvd Roseville, CA 95747 12/10/2025 4:20:16 PM 1 04.24.26 Plan Check Response S-101 TYPICAL DETAILS AA A For Council Approval
Not for Bidding

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6"
MAX
W
MIN
W
MIN 5/8 MIN W/4 MAX
W 5/8 MIN NO NOTCHES IN MIDDLE 1/2 OF SPAN. WHERE NOTCHES OCCUR, THEY SHALL BE OVER CUT. W/ (3) MAX FOR SINGLE STUDS, W/ 2/3 MAX IF THE STUD IS DOUBLED & NOT HAVE MORE THAN TWO SUCH SUCCESSIVE DOUBLED STUDS ARE SO BORED. NOTE: HOLES SHALL BE DRILLED SO AS NOT TO SPLINTER THE STUD. 2XD MIN D/4
MAX NO NOTCHES IN MIDDLE 1/3 OF SPAN
D/10
MAX
'D'
D/3
MIN
D/4
OR 2"
MAX
2"
MIN 1/2" RADIUS NOTES: 1. PREDRILL CORNERS OF NOTCHES SO AS NOT TO OVER CUT. 2. NOTCHES ON THE ENDS OF JOISTS AND HEADERS SHALL NOT EXCEED 1/4 OF THE JOIST DEPTH. 3. NOTCHES IN THE TOP OF JOISTS SHALL NOT EXCEED 1/10 THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. 4. NOTCHES IN THE BOTTOM OF THE JOISTS ALLOWED ONLY WHERE SPECIFICALLY SHOWN ON DRAWINGS. 5. HOLES BORED IN JOISTS SHALL NOT BE WITHIN 2" OF THE TOP OR BOTTOM AND SHALL NOT HAVE A DIAMETER LARGER THAN 1/4 THE DEPTH OF THE JOIST. 6. APPLIES TO SAWN LUMBER MEMBERS ONLY. NO NOTCHES ALLOWED IN OTHER TYPES OF MEMBER UNLESS SPECIFICALLY DETAILED IN THE DRAWINGS. 12" MIN
DW
DW
12" MIN
D
12"
MIN
6"
MAX ANCHORS BOLTS AS REQ. SEE NOTE BELOW. HOLE FOR PIPE CENTERED ON MEMBER (6) 16d EA END OF STRAP SIMPSON CS16 STRAP EA SIDE OF TOP PLATE AS REQ PER NOTE BELOW. NOTCH IN MEMBERS PREDRILL CORNERS PER 6/S-101 DO NOT OVER CUT PROVIDE STRAP @ ALL NOTCHES. MAX NOTCH D= W/3 FOR 'D' GREATER THAN 1/3 W, OR 2", PROVIDE STRAP @ EA SIDE AS SHOWN. 2W/3 MAX. FOR 'D' GREATER THAN 1/3 W, PROVIDE ANCHOR BOLTS @ 9" CC MAX & 6" CC MIN @ ES OF HOLE. PROVIDE MIN OF (2) AB PER SILL PIECE. PLAN - HOLE IN SILL PLATE PLAN - HOLE IN DBL TOP PLATES NOTCH IN PLATES NOTE: FOR MULTIPLE HOLES & NOTCHES, MAINTAIN 18" CLEAR IN & EXTEND STRAP 12" PAST L A S T H O L E O R N O T C H . NOTES: 1. PREDRILL CORNERS OF NOTCHES SO AS NOT TO OVER CUT. 2. NOTCHES ON THE ENDS OF JOISTS & HEADERS SHALL NOT EXCEED 1/4 THE JOIST DEPTH. 3. NOTCHES IN THE TOP OF JOISTS SHALL NOT EXCEED 1/6 THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. 4. NOTCHES ON THE BOTTOM OF JOISTS ALLOWED ONLY WHERE SPECIFICALLY SHOWN ON DRAWINGS. 5. HOLES BORED IN JOISTS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM AND SHALL NOT HAVE A DIAMETER LARGER THAN 1/4 THE DEPTH OF THE JOIST. "D"
D/6
MAX.
2" MIN.

D/4
MAX.
2" MIN.

D/4
MAX. 1/2" RADIUS NO NOTCHES IN MIDDLE 1/3 OF SPAN WIDTH OF OPENING 3-16d 2-16d @ 2x4 STUD (TYP) 3-16d @ 2x6 STUD (TYP) A35 CLIP WHERE OPENING EXCEEDS 6'-0" FULL HEIGHT KING STUD PER SCHEDULE BELOW 2-2x CRIPPLE STUD WHEN OPENING WIDTH EXCEEDS 6'-0" A35 CLIP WHERE OPENING EXCEEDS 6'-0" 2x PRESSURE TREATED DF SILL PLATE 2x CRIPPLE STUD HEADER 2-2x (6'-1" to 10'-0") WIDE @ OPENINGS 1-2x (LESS THAN 6'-0") WIDE @ OPENINGS STUDS UNDER WINDOW 1-A35 CLIP @ 1-2x JAMB 2-A35 CLIP @ 2-2x JAMB 16d @ 12" OC (TYP) HEADER SHALL BE FULL WIDTH OF STUD WALL 3x BLK'G @ SP JOINTS (TYP) NOTCH STUD WHERE BOLT OCCURS @ STUD & PROVIDE 2X BLKG @ SILL EA SIDE (TYP) TREAT END W/ PRESERVATIVE @ CURB END OF SILL @ JOINT OR @ NOTCH GREATER THAN 1/3 SILL WIDTH PROJECT BOLT 1"
ABOVE PLATE, TYP LAP PLATES 4'-0" MIN @ SPLICE (8-16d MIN EA SIDE OF SPLICE) CS STRAP WHERE SHOWN ON PLAN 1/2"Ø x8" HDG HEADED BOLTS 4'-0" OC TYP UNO W/2x2x3/16 HDG PLATE WASHERS BETWEEN NUT AND SILL. POST INSTALLED ANCHORS NOT ALLOWED IN CONCRETE CURBS UNO. SEE 9/S-102 FOR SILL PLATE ANCHORAGE OF INTERIOR NON-STRUCTURAL WALLS. 8" 6" 4" PER PLAN 8" 6" 6'-1" to 8'-0" 4'-1" to 6'-0" 0 to 4'-0" BR'NG WALL TRIMMER HEADER SCHEDULE BR'NG WALL NON-BRNG HEADER DEPTH "D" NOTES: 1. TYP UNO. 2. 6x WIDTH AT BEARING WALLS. WIDTH TO MATCH WALL WIDTH AT NON-BEARING WALLS. FULL HT KING STUD DBL 2x6 UNO 2x6 2x6 (3) 2x6 (2) 2x6 2x6 9" MAX 6" MIN WALL SCHED EN PER SHEAR SPHD PER PLAN POST PER PLAN REQ SP WHERE TYPE "F" TYP 16d @ 12" OC HD PER PLAN POST PER PLAN WALL SCHED SP PER SHEAR EN TYPE "E" EN PER SHEAR AS REQ'D WALL SCHEDULE EN TYPE "B" ENEN TYPE "D" 16d @ 12" OC (20d @ 12" OC WHERE DRIVEN THROUGH 1/4" CLR BETW'N SHEATHING TYPE "A" TYPE "C" 16d @ 12"0C (20d @ 12"OC WHERE DRIVEN THROUGH SHEATHING) WALL SCHEDULE EN PER SHEAR AS REQ'D SHTG) 16d @ 12" OC (20d @ 12" OC WHERE DRIVEN THROUGH SHTG) 16d @ 12" OC (20d @ 12" OC WHERE DRIVEN THROUGH SHTG) HD MAY BE LOCATED ON OPP SIDE OF POST NTS TYPICAL WALL STUD FRAMING 5 WOOD POST PER PLAN CENTERED ON BEAM BEAM PER PLAN 3/16 ROOF, FLOOR & WALL FRAMING NOT SHOWN FOR CLARITY BM SPLICE WHERE OCCURS PER PLAN (CENTER OVER COLUMN) 1/4"x11" BENT CAP PLATE. INSIDE WIDTH = BEAM WIDTH + 1/8". 8" PROVIDE (4) 1/4"x2 1/2" SIMPSON SDS SCREWS EA SIDE AND EA END OF CAP (16 TOTAL). SPACE 1 1/2" MIN FROM EA OTHER, FROM EDGE OF BM AND EDGE OF PLATE. 1 1/8"
TYP
3/4" 1/4"x2 1/2"x9" PLATE CENTERED ON POST EA SIDE OF POST. PROVIDE (7) 1/4"x2 1/2" SIMPSON SDS SCREWS STAGGERED 1 1/4". PLATES CAN BE ROTATED 90° WITH RESPECT TO POST WHERE NECESSARY FOR CONDITION. TYP CONTRACTORS OPTION: PROVIDE SIMPSON CCQ POST CAP IN LIEU OF FABRICATED CAP. NTS TYPICAL STUD NOTCHING 6 @ INTERSECTIONS NTS TYPICAL STUD FRAMING AT CORNERS
2 WOOD BEAM O/ WOOD POST NTS DETAIL3 NTS HOLE OR NOTCH THRU PLATES NTS4 NOTCHES FOR JOISTS & HEADERS 8 NTS TYPICAL BEAM NOTCHING7
1" CLR @
(E) SLAB
1" CLR @
(N) SLAB SIMPSON PDPAWL-287MG @ 24" OC. INSTALL PER ICC ESR-2138 CONC SLAB ON GRADE AND BASE PER PLAN OR (E) SLAB WHERE OCCURS HDG SILL BOLT, NUT AND WASHER PER 5/S-102. ROUND WASHER MAY BE USED AT NON-STRUCTURAL WALL CONC CURB PER PLAN AND 5/S-101 3" MIN AT FLAT SLAB EDGE OF SLAB WHERE OCCURS COLD JOINT WHERE CURB POURED SEPARATE FROM SLAB AT CURB NOTES: 1. SEE DETAIL 4/S-102 FOR ADDITIONAL FASTENERS REQUIRED AT HOLES AND NOTCHES. 2. TWO FASTENERS MINIMUM REQUIRED FOR EACH PIECE OF SILL PLATE. 3. CONDITION SIMILAR WHERE EXISTING SLAB ON GRADE OCCURS. 4. NO SHOT PINS, EXPANSION ANCHORS, SCREWS ANCHORS, OR ANY OTHER TYPE OF POST INSTALLED ANCHOR SHALL BE UTILIZED AT CURBS UNO. 5. OPTION AT FLAT SLAB: PROVIDE 3/8"Ø HILTI KH-EZ CRC WITH 2 1/2" NOMINAL EMBED (1.86" EFFECTIVE EMBED) AT 32" OC. INSTALL PER ICC ESR-3027 WITH 40 FT-LB MAXIMUM TORQUE. PERIODIC SPECIAL INSPECTION REQUIRED. 6. OPTION AT CURB: PROVIDE 1/2"Ø HDG THREADED ROD WITH 3" EFFECTIVE EMBED INTO CONCRETE IN SIMPSON SET-XP PER ICC ESR-2508 OR SIMPSON SET-3G PER ICC ESR-4057. SPACE AT 32" OC WITH 2 1/2" MINIMUM EDGE DISTANCE OR 24" OC WITH 1 3/4" MINIMUM EDGE DISTANCE. PERIODIC SPECIAL INSPECTION REQUIRED. 2x PTDF SILL 2x STUD, UNO 2x PTDF SILL 2x STUD, UNO WALL ANCHORAGE AT BASE NTS TYPICAL INTERIOR NON-STRUCTURAL WALL 9 4-23-2026
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(E) LOBBY 101 CASHIER 102 (E) GUARD 103 MEN'S SHOWERS 105 MEN'S TOILETS 106 WOMEN'S SHOWERS WOMEN'S TOILETS 110 VESTIBULE 109 VESTIBULE 104 JANITOR 107 VESTIBULE 108 VESTIBULE 113 JANITOR 112 111 (E) CMU WALL (N) 4x4 DF#1 POST ON SILL PL W/ A34 ON (1) SIDE. PROVIDE 1/4" MIN TO 3 1/2" MAX GAP BETWEEN CMU AND POST (E) CMU WALL (E) 4x4 POST TO REMAIN TRIM BASE FOR NEW CURB AND SILL PL. REPLACE POST IF NECESSARY. PROVIDE A34 ON (2) SIDES (N) 4x4 DF#1 POST ON SILL PL W/ A34 ON (2) SIDES (N) 4x4 DF#1 POST ON SILL PL W/ A34 ON (1) SIDE. PROVIDE 1/4" MIN TO 3 1/2" MAX GAP BETWEEN CMU AND POST. (E) 18" WIDE x 18" DEEP CONT FTG @ EXTR (N) 4x4 DF#1 POST ON SILL PL W/ A34 ON (2) SIDES (N) 2'-0" SQ x 18" DEEP FOOTING W/ (3) #4 BARS EA WAY @ BTM & DOWELS @ TOP PER 3/S-301 (N) WALL (E) 2'-0" SQ x 18" DEEP FOOTING TO REMAIN (E) POST & POST BASE TO BE REMOVED (E) 5 1/2" CONCRETE W/ 6x6 10-10 W.W.M. OVER 2" SAND O/ VAPOR BARRIER O/ 4" A.B.C.

APPROX 13'-3 3/4" (E) VIF CL (E) POST & FTG
7'-10 5/8" CL POST, WALL & (N) FTG 3 S-301 2 S-301 5 S-301 5 S-301 FOUNDATION PLAN SCALE: 1/4"=1'-0" 4-23-2026 T S EA P STATE RED REG ST IHCI M E RUCTUR NIA R OF CALIFO DOUGL E L EK BA No. S4721 L A A R IN G EE N A S ROFE SION R S L 916.365.4740 MSEi JOB#: 25-008 FOLSOM, CA 95630 1837 IRON POINT ROAD, SUITE 100 2000 L Street Suite 125 Sacramento, CA 95811 T 209.944.9110 F 209.944.5711 www.wmbarchitects.com 5757 Pacific Avenue Suite 226 Stockton, CA 95207 WMB Project No. Copyright WMB, Inc. 25-019 DATE PURPOSE PUBLISH HISTORY: No. 02.20.26 Initial Submittal A 04.15.26 Coordination Roseville Aquatics Complex - Locker Room Alterations 3051 Woodcreek Oaks Blvd Roseville, CA 95747 12/10/2025 4:20:16 PM 1 04.24.26 Plan Check Response S-201 FOUNDATION PLAN FOUNDATION NOTES: 1. VERIFY ALL DIMENSIONS WITH ARCH DRAWINGS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT IF ANY DISCREPANCIES EXIST. 2. SEE S-00X SERIES SHEETS FOR STRUCTURAL NOTES NOT SHOWN HERE. 3. SEE S-10X SERIES SHEETS FOR TYPICAL DETAILS. 4. ALL FRAMING LUMBER IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED DOUGLAS FIR LARCH. 5. ALL HARDWARE SPECIFIED SHALL BE SIMPSON STRONG-TIE SHALL BE INSTALLED PER MANUFACTURE'S RECOMMENDATIONS. 6. CENTER SPREAD FOOTINGS UNDER POST, TYP UNO. 7. SEE 5/S-102 FOR WALL FRAMING. 8. ALL REINFORCEMENT SHALL BE PLACE IN CONFORMANCE W/ ACI REQUIREMENTS. 9. ALL NEW POSTS ARE DF #1, TYP UNO. 10. ALL NEW WALLS SHALL BE 2x4 STUDS @ 16" OC, UNO. FOUNDATION PLAN LEGEND: 1. INDICATES (N) STRUCTURAL POST THIS LEVEL UP. SIZE, SPECIFICATION, ETC. AS INDICATED PER PLAN. 2. INDICATES (E) STRUCTURAL POST THIS LEVEL UP. SIZE, SPECIFICATION,ETC. AS INCIATED PER PLAN. 3. INDICATES (E) STRUCTURAL POST TO BE REMOVED. 4. INDICATES (E) STRUCTURAL CMU WALL THIS LEVEL, SAD. 5. INDICATES (N) ARCHITECTURAL WALL THIS LEVEL, SAD. 6. INDICATES (N) ARCHITECTURAL WALL THIS LEVEL WITH 6" HIGH CONCRETE CURB, SEE5/S101. 7. INDICATES (E) ARCHITECTURAL WALL THIS LEVEL, SAD. 8. INDICATES (N) SLAB ON GRADE INFILL. (N) SLAB BASE SHALL MATCH EXISTING BASE. SEE DETAIL 3/S-101. 9. INDICATES (N) SLAB ON GRADE INFILL SLOPED TO DRAIN. SLOPE PER ARCH. SEE DETAIL 4/S-101.

For Council Approval
Not for Bidding

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(E) SECTION OF CEILING BEAM TO REMAIN, PROVIDE SHORING UNTIL (N) POST SUPPORT IS IN PLACE (N) 4x4 POST W/ SIMPSON CCQ44SDS2.5 POST CAP, SEE 3/S-102 (E) CEILING BEAM TO BE CUT BACK TO (N) POST (N) 3.5"x11.875" MICROLAM LVL CLG BEAM (E) WALL LEDGER TO REMAIN (N) POST W/ EPCZ POST CAP (E) CEILING BEAM TO REMAIN (N) POST W/ EPCZ POST CAP (N) 3.5"x9.25" MICROLAM LVL CLG BEAM (E) WALL LEDGER TO REMAIN (N) POST W/ EPCZ POST CAP (E) POST TO REMAIN 4 S-301 2 S-301 (E) HANGERS TO REMAIN (E) 2x8 CEILING JOISTS @ 16" OC 4 S-301 (N) 3x8 WALL LEDGER TO SIDE OF (N) BM. CONNECT LEDGER TO BEAM PER 4/S-301. OPTION, HANGER JOISTS DIRECTLY TO BM W/O LEDGER (N) LUS26 HANGERS WHERE REQUIRED (E) HANGERS @ (E) LEDGER TO REMAIN (E) 2x8 CEILING JOISTS @ 16" OC PROVIDE TEMPORARY SHORING OF (E) CEILING JOISTS UNTIL (N) BM IS INSTALLED AND JOISTS ARE ATTACHED TO BEAM, TYP (E) POST BELOW, TO BE REMOVED WALL BLW BM O/ 6 S-301 (E) 1 1/2" VENT LINE UP TO ATTIC TO BE RE-ROUTED AROUND BM (E) 3/4" WATER LINE UP TO ATTIC TO BE RE-ROUTED AROUND BM, TYP OF (2) PROVIDE TEMPORARY SHORING OF (E) CEILING JOISTS UNTIL (N) BM IS INSTALLED AND JOISTS ARE ATTACHED TO BEAM, TYP WALL BLW 6 BM O/ S-301 (E) 1 1/2" VENT LINE UP TO ATTIC TO BE RE-ROUTED AROUND BM (E) 3/4" WATER LINE UP TO ATTIC TO BE RE-ROUTED AROUND BM, TYP OF (2) CEILING FRAMING PLAN SCALE: 1/4"=1'-0" 4-23-2026 T S EA P STATE RED REG ST IHCI M E RUCTUR NIA R OF CALIFO DOUGL E L EK BA No. S4721 L A A R IN G EE N A S ROFE SION R S L 916.365.4740 MSEi JOB#: 25-008 FOLSOM, CA 95630 1837 IRON POINT ROAD, SUITE 100 2000 L Street Suite 125 Sacramento, CA 95811 T 209.944.9110 F 209.944.5711 www.wmbarchitects.com 5757 Pacific Avenue Suite 226 Stockton, CA 95207 WMB Project No. Copyright WMB, Inc. 25-019 DATE PURPOSE PUBLISH HISTORY: No. 02.20.26 Initial Submittal A 04.15.26 Coordination Roseville Aquatics Complex - Locker Room Alterations 3051 Woodcreek Oaks Blvd Roseville, CA 95747 12/10/2025 4:20:16 PM 1 04.24.26 Plan Check Response S-202 CEILING FRAMING PLAN CEILING FRAMING PLAN NOTES: CEILING FRAMING PLAN LEGEND: 1. INDICATES (N) STRUCTURAL POST BELOW. 2. INDICATES (E) STRUCTURAL POST BELOW POST TO REMAIN UNO. 3. INDICATES (E) STRUCTURAL CMU WALL. 4. INDICATES (N) ARCHITECTURAL WALL, SAD. 5. INDICATES (E) ARCHITECTURAL WALL, SAD. 1. ALL HARDWARE SHALL BE SIMPSON STRONG-TIE AND SHALL BE IN PLACE PRIOR TO INSPECTION. 2. ALL BEAMS AND HEADERS SHALL BE SUPPORTED WITH FULL BEARING. 3. ALL POSTS SUPPORTING BEAMS SHALL HAVE POST CAPS, UNO. 4. SEE S-00X SERIES FOR STRUCTURAL NOTES NOT SHOWN HERE. 5. SEE S-10X SERIES FOR TYPICAL DETAILS. 6. ALL WALLS SHALL BE 2x4 STUDS @ 16" OC, UNO.

For Council Approval
Not for Bidding

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MECHANICAL 116
6" 12'-0"± 6"
1 S-203 (E) SLAB ON GRADE TO BE REMOVED AND REPLACED (E) 8" CONC WALL TO BE REMOVED AND REPLACED W/ (N) 10" CONC WALL (E) SHIP LADDER (E) 42" HIGH GUARDRAIL (E) 6" W x 4" H CONC CURB PUMP PIT (E) CMU WALL (N) 8" W x 4" H CURB OVER (N) 10" WIDE CONCRETE WALL PUMP PIT WALL REPAIR 3/4"=1'-0" DETAIL 1 4" 12"
2'-0" 1'-8" 10"
4'-0" 8" 20" LAP (E) #4 @ 6" OC (E) PUMP PIT (E) #4 @ 12" OC (E) #4 @ 12" OC EW (N) 1/2" COMPRESSIBLE MATERIAL REMOVE APPROXIMATELY 2'-0" WIDE STRIP OF (E) 5 1/2" CONCRETE SLAB THE FULL LENGTH OF THE REMOVED WALL. (N) 5 1/2" CONCRETE SLAB W/ #4 BARS @ 12" OC EA WAY. EMBED SHORT BARS 12" AND LONG BARS 6" INTO (E) SLAB & SET IN EPOXY SLAB BASE & BARRIER TO MATCH (E) FILL BEHIND WALL W/ 3/4" CRUSHED ROCK, VIBRATE FOR COMPACTION REMOVE UPPER 2'-0" OF (E) 8" CONCRETE WALL PLUS THE CURB. REPLACE W/ 10" CONCRETE WALL W/ 8" WIDE CURB AT TOP. CHAMFER EDGES OF CURB (2) #4 HORIZ BARS @ 8" OC W/ 10" EMBED INTO (E) 8" WALL & SET IN EPOXY. OFFSET BARS 3" (2) #4 VERT BARS @ 10" OC W/ 20" EMBED INTO (E) 8" WALL & SET IN EPOXY. OFFSET BARS 3" REMOVE (E) GUARDRAIL AND SAVE TO RE-INSTALL (N) PL 1/4"x3 1/2"x0'-5" W/ (2) #3x1'-6" BARS WELDED TO THE BOTTOM OF GUARDRAIL W/ 4" SPACING. CENTER PL ON EACH (E) GUARDRAIL VERTICAL. WELD EA VERTICAL TO PL 8" 3" (E) ROUGHEN SURFACE OF (E) CONCRETE TO 1/4" AMPLITUDE MIN 3" (E) BID ALTERNATE #1 3" 3" EPOXY FOR REBAR EMBEDMENT INTO (E) CONCRETE TO BE HILTI HIT-RE 500 V3. SEE THE POST INSTALLED ANCHOR NOTES ON S-001, BOTH THE "GENERAL NOTES" AND THE "POST-INSTALLED REINFORCING BAR NOTES," FOR THE REQUIRED INSTALLATION WITH THE SAFESET SYSTEM WITH HILTI HOLLOW DRILL BIT. PERIODIC SPECIAL INSPECTION REQUIRED. FOUNDATION PLAN SCALE: 1/4"=1'-0" 4-23-2026 T S
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2'-0" SQ
3"
CLR 3/4"=1'-0" DETAIL 2 B.O. TRUSS +9'-4" SOFFIT +8'-0" TFF +0'-0" (N) 4x4 DF#1 POST IN (N) FRAMED WALL (N) EPCZ POST CAP (N) 3.5" MICROLAM LVL 2.0E 8'-0" 1'-4" (E) 2x4 STUD WALL CRIPPLE OVER BEAM (E) 4x10 BM (E) SIMPSON ECC44 COL CAP (E) 4x4 COL IN (N) FRAMED WALL (E) SIMPSON CB44 TO BE CUT OFF AT SURFACE OF SLAB (E) (3) #4 EW 5 1/2"
6" 1'-6" 3/4"=1'-0" DETAIL 4 +9'-4" BOTTOM OF TRUSS SOFFIT +8'-0" @ RESTROOMS (N) 3.5" MICROLAM LVL 2.0E PER PLAN BTM OF (E) ROOF TRUSS (E) WALL FRAMING ABOVE (N) BM TO REMAIN (N) 1/2"Ø x 6" LAG BOLTS @ 16" OC AND STAGGERED AS SHOWN (EXISTING LAG BOLTS CAN BE RE-USED IF UNDAMAGED). PROVIDE STANDARD WASHERS (E) 3x LEDGER W/ 1/2"Ø x 6" LAG BOLTS @ 16" OC STAGGER UP & DOWN (AS SHOWN) (E) SIMPSON U26 HANGER, TYP (E) 2x8 CLG JOISTS PER PLAN (N) PAD FOOTING NTS DETAIL 3 (N) POST PER PLAN WITHIN WALL (E) SLAB DEPTH

PER PLAN
BELOW GRADE (N) SPREAD FTG PER PLAN #4 DOWEL @ 12" OC MAX (3 MIN) W/ 4" EMBED INTO CONC SLAB IN SIMPSON SET-XP OR SET-3G, CENTER IN (E) SLAB, TYP (4) SIDES 3" CLR, TYP @ SIDES & BTM UNO REINFORCEMENT @ BTM OF FTG PER PLAN +0'-0" PER PLAN (EXISTING) (N) 6" HIGH CONCRETE CURB, SEE 5/S-101 (N) 6" HIGH CONCRETE CURB, SEE 5/S-101 3/4"=1'-0" DETAIL 5 18" (E) (N) SLAB INFILL W/ TOP SLOPED TO DRAIN. SLAB TO BEAR ON (E) VAPOR BARRIER O/ 4" GRAVEL. SEE 4/S-101 FOR SLOPED SLAB AND REINFORCEMENT. SEE DETAIL 3/S-101 WHERE FLAT SLAB OCCURS (E) INTERIOR CMU WALL FTG 18" MIN (E) (N) 6" HIGH CONCRETE CURB, SEE 5/S-101 (N) FURRING WALL (E) CMU WALL (N) PT SILL PLATES AND SILL BOLTS PER 5/S-102 AT WALL (N) PT SILL PLATES AND SILL BOLTS PER 5/S-102 AT WALL (N) PT SILL PLATES AND SILL BOLTS PER 5/S-102 AT WALL (N) DOWEL INTO (E) FOOTING PER 3 OR 4/S-101 3/4"=1'-0" DETAIL 6 +9'-4" BOTTOM OF TRUSS (E) WALL FRAMING BELOW (N) BM TO REMAIN, SEE PLAN FOR EXTENT (E) WALL FRAMING ABOVE (N) BM TO REMAIN STACK (N) 2x'S AS NEEDED FOR INSTALLATION OF (N) BM, UP TO (3) MAX. INTERNAIL AND NAIL TO BM W/ (2) 16d @ 16" OC NOTES: 1. SEE PLAN AND 4/S-301 FOR INFO NOT SHOWN OR NOTED. 2. AVOID REMOVING FINISHES IN JANITORS CLOSET. REPAIR FINISHES WHERE DAMAGED OR REQUIRED TO BE REMOVED. (N) 2x CONT BLKG BTWN (E) STUDS. PROVIDE (3) 16d FROM BLOCK TO 2x ABOVE AND (3) 10d TOE NAILS FROM THE END OF EACH BLOCK INTO THE STUD BM PER PLAN 4-23-2026 T S EA P STATE RED REG ST IHCI M E RUCTUR NIA R OF CALIFO DOUGL E L EK BA No. S4721 L A A R IN G EE N A S ROFE SION R S L 916.365.4740 MSEi JOB#: 25-008 FOLSOM, CA 95630 1837 IRON POINT ROAD, SUITE 100 2000 L Street Suite 125 Sacramento, CA 95811 T 209.944.9110 F 209.944.5711 www.wmbarchitects.com 5757 Pacific Avenue Suite 226 Stockton, CA 95207 WMB Project No. Copyright WMB, Inc. 25-019 DATE PURPOSE PUBLISH HISTORY: No. 02.20.26 Initial Submittal A 04.15.26 Coordination Roseville Aquatics Complex - Locker Room Alterations 3051 Woodcreek Oaks Blvd Roseville, CA 95747 12/10/2025 4:20:16 PM 1 04.24.26 Plan Check Response S-301 STRUCTURAL DETAILS A For Council Approval
Not for Bidding

Page 257 of 3513 ends

SYMBOL / ABBREVIATION DESCRIPTION SYMBOL / ABBREVATION DESCRIPTION SYMBOL DESCRIPTION Copyright WMB, Inc. WMB Project No. 2000 L Street T 209.944.9110 5757 Pacific Avenue Suite 226 Stockton, CA 95207 Suite 125 F 209.944.5711 Sacramento, CA 95811 www.wmbarchitects.com 8/29/2025 2:23:32 PM Roseville Aquatics Complex - Locker Room Alterations 25-019 3051 Woodcreek Oaks Blvd Roseville, CA 95747 DATE PURPOSE PUBLISH HISTORY: No. 02.20.26 Initial Submittal 04.15.26 Coordination 1 04.17.26 Plan Check Response A M1.1 MECHANICAL LEGEND, For NOTES, AND SCHEDULES
Council Approval
Not for Bidding

Page 258 of 3513 ends

(E) LOBBY 101 CASHIER 102 (E) GUARD 103 MEN'S SHOWERS 105 MEN'S TOILETS 106 WOMEN'S SHOWERS WOMEN'S TOILETS 110 111 VESTIBULE 109 VESTIBULE 104 CLASSROOM 114 CONCESSIONS 115 JANITOR 107 VESTIBULE 108 VESTIBULE 113 JANITOR 112 Copyright WMB, Inc. WMB Project No. 2000 L Street T 209.944.9110 5757 Pacific Avenue Suite 226 Stockton, CA 95207 Suite 125 F 209.944.5711 Sacramento, CA 95811 www.wmbarchitects.com 8/29/2025 2:23:32 PM Roseville Aquatics Complex - Locker Room Alterations 25-019 3051 Woodcreek Oaks Blvd Roseville, CA 95747 DATE PURPOSE PUBLISH HISTORY: No. 02.20.26 Initial Submittal 04.15.26 Coordination 1 04.17.26 Plan Check Response A M2.1 MECHANICAL For FLOOR PLAN
Council Approval
Not for Bidding

Page 259 of 3513 ends

Copyright WMB, Inc. WMB Project No. 2000 L Street T 209.944.9110 5757 Pacific Avenue Suite 226 Stockton, CA 95207 Suite 125 F 209.944.5711 Sacramento, CA 95811 www.wmbarchitects.com 8/29/2025 2:23:32 PM Roseville Aquatics Complex - Locker Room Alterations 25-019 3051 Woodcreek Oaks Blvd Roseville, CA 95747 DATE PURPOSE PUBLISH HISTORY: No. 02.20.26 Initial Submittal 04.15.26 Coordination 1 04.17.26 Plan Check Response A M3.1 MECHANICAL For DETAILS
Council Approval
Not for Bidding

Page 260 of 3513 ends

DESCRIPTION SYMBOL VENT (IN) WASTE PIPE (IN) CW PIPE (IN) HW PIPE (IN) BRANCH OUTLET BRANCH OUTLET BRANCH OUTLET Copyright WMB, Inc. WMB Project No. 2000 L Street T 209.944.9110 5757 Pacific Avenue Suite 226 Stockton, CA 95207 Suite 125 F 209.944.5711 Sacramento, CA 95811 www.wmbarchitects.com 8/29/2025 2:23:32 PM Roseville Aquatics Complex - Locker Room Alterations 25-019 3051 Woodcreek Oaks Blvd Roseville, CA 95747 DATE PURPOSE PUBLISH HISTORY: No. 02.20.26 Initial Submittal 04.15.26 Coordination 1 04.17.26 Plan Check Response A SYMBOL DESCRIPTION SYMBOL / ABBREVIATION DESCRIPTION SYMBOL / ABBREVATION DESCRIPTION P1.1 PLUMBING LEGEND, NOTES, AND SCHEDULES SYMBOL DESCRIPTION SYMBOL DESCRIPTION For Council Approval
Not for Bidding

Page 261 of 3513 ends

(E) LOBBY 101 CASHIER 102 (E) GUARD 103 MEN'S SHOWERS 105 MEN'S TOILETS 106 WOMEN'S SHOWERS WOMEN'S TOILETS 110 111 VESTIBULE 109 VESTIBULE 104 CLASSROOM 114 CONCESSIONS 115 JANITOR 107 VESTIBULE 108 VESTIBULE 113 JANITOR 112 Copyright WMB, Inc. WMB Project No. 2000 L Street T 209.944.9110 5757 Pacific Avenue Suite 226 Stockton, CA 95207 Suite 125 F 209.944.5711 Sacramento, CA 95811 www.wmbarchitects.com 8/29/2025 2:23:32 PM Roseville Aquatics Complex - Locker Room Alterations 25-019 3051 Woodcreek Oaks Blvd Roseville, CA 95747 DATE PURPOSE PUBLISH HISTORY: No. 02.20.26 Initial Submittal 04.15.26 Coordination 1 04.17.26 Plan Check Response A P2.1 PLUMBING For DEMOLITION PLAN
Council Approval
Not for Bidding

Page 262 of 3513 ends

(E) LOBBY 101 CASHIER 102 (E) GUARD 103 MEN'S SHOWERS 105 MEN'S TOILETS 106 WOMEN'S SHOWERS WOMEN'S TOILETS 110 111 VESTIBULE 109 VESTIBULE 104 CLASSROOM 114 JANITOR 107 VESTIBULE 108 VESTIBULE 113 JANITOR 112 Copyright WMB, Inc. WMB Project No. 2000 L Street T 209.944.9110 5757 Pacific Avenue Suite 226 Stockton, CA 95207 Suite 125 F 209.944.5711 Sacramento, CA 95811 www.wmbarchitects.com 8/29/2025 2:23:32 PM Roseville Aquatics Complex - Locker Room Alterations 25-019 3051 Woodcreek Oaks Blvd Roseville, CA 95747 DATE PURPOSE PUBLISH HISTORY: No. 02.20.26 Initial Submittal 04.15.26 Coordination 1 04.17.26 Plan Check Response A P2.2 PLUMBING FLOOR PLAN - For WASTE AND VENT
Council Approval
Not for Bidding

Page 263 of 3513 ends

(E) LOBBY 101 CASHIER 102 (E) GUARD 103 MEN'S SHOWERS 105 MEN'S TOILETS 106 WOMEN'S SHOWERS WOMEN'S TOILETS 110 111 VESTIBULE 109 VESTIBULE 104 CLASSROOM 114 JANITOR 107 VESTIBULE 108 VESTIBULE 113 JANITOR 112 Copyright WMB, Inc. WMB Project No. 2000 L Street T 209.944.9110 5757 Pacific Avenue Suite 226 Stockton, CA 95207 Suite 125 F 209.944.5711 Sacramento, CA 95811 www.wmbarchitects.com 8/29/2025 2:23:32 PM Roseville Aquatics Complex - Locker Room Alterations 25-019 3051 Woodcreek Oaks Blvd Roseville, CA 95747 DATE PURPOSE PUBLISH HISTORY: No. 02.20.26 Initial Submittal 04.15.26 Coordination 1 04.17.26 Plan Check Response A P2.3 PLUMBING FLOOR PLAN - For WATER
Council Approval
Not for Bidding

Page 264 of 3513 ends

Copyright WMB, Inc. WMB Project No. 2000 L Street T 209.944.9110 5757 Pacific Avenue Suite 226 Stockton, CA 95207 Suite 125 F 209.944.5711 Sacramento, CA 95811 www.wmbarchitects.com 8/29/2025 2:23:32 PM Roseville Aquatics Complex - Locker Room Alterations 25-019 3051 Woodcreek Oaks Blvd Roseville, CA 95747 DATE PURPOSE PUBLISH HISTORY: No. 02.20.26 Initial Submittal 04.15.26 Coordination 1 04.17.26 Plan Check Response A T24.1 TITLE 24 For ENVELOPE
Council Approval
Not for Bidding

Page 265 of 3513 ends

Copyright WMB, Inc. WMB Project No. 2000 L Street T 209.944.9110 5757 Pacific Avenue Suite 226 Stockton, CA 95207 Suite 125 F 209.944.5711 Sacramento, CA 95811 www.wmbarchitects.com 8/29/2025 2:23:32 PM Roseville Aquatics Complex - Locker Room Alterations 25-019 3051 Woodcreek Oaks Blvd Roseville, CA 95747 DATE PURPOSE PUBLISH HISTORY: No. 02.20.26 Initial Submittal 04.15.26 Coordination 1 04.17.26 Plan Check Response A T24.2 TITLE 24 For MECHANICAL
Council Approval
Not for Bidding

Page 266 of 3513 ends

E1.1

ELECTRICAL LEGEND
Copyright WMB, Inc.

WMB Project No.
2000 L Street
T 209.944.9110
5757 Pacific AvenueSuite 226
Stockton, CA 95207
Suite 125
F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com
8/29/2025 2:23:32 PM
Roseville Aquatics
Complex - Locker Room
Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747

DATE PURPOSE
PUBLISH HISTORY:

No.

02.20.26 Initial Submittal04.15.26 Coordination
1 04.17.26 Plan Check Response
A
(E) LOBBY 101

CASHIER
102
(E) GUARD 103

MEN'S SHOWERS
105

MEN'S TOILETS
106

WOMEN'S
SHOWERS WOMEN'S TOILETS 110 111

VESTIBULE
109

VESTIBULE
104

CLASSROOM
114

CONCESSIONS
115

MECHANICAL
116

STORAGE
117

STORAGE
119

EQUIPMENT
118

JANITOR
107

VESTIBULE
108

VESTIBULE
113

JANITOR
112
For Council Approval
Not for Bidding

Page 267 of 3513 ends

E1.2

ONE-LINE DIAGRAM,SCHEDULES
Copyright WMB, Inc.

WMB Project No.
2000 L Street
T 209.944.9110
5757 Pacific AvenueSuite 226Stockton, CA 95207Suite 125 F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com
8/29/2025 2:23:32 PM
Roseville Aquatics
Complex - Locker Room
Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747

DATE PURPOSE
PUBLISH HISTORY:

No.

02.20.26 Initial Submittal04.15.26 Coordination
1 04.17.26 Plan Check Response
A
For Council Approval
Not for Bidding

Page 268 of 3513 ends

E2.1

LIGHTING PLAN - LOCKER
ROOM
Copyright WMB, Inc.

WMB Project No.
2000 L Street
T 209.944.9110
5757 Pacific AvenueSuite 226Stockton, CA 95207Suite 125 F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com
8/29/2025 2:23:32 PM
Roseville Aquatics
Complex - Locker Room
Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747

DATE PURPOSE
PUBLISH HISTORY:

No.

02.20.26 Initial Submittal04.15.26 Coordination
1 04.17.26 Plan Check Response
A
(E) LOBBY 101

CASHIER
102
(E) GUARD 103

MEN'S SHOWERS
105

MEN'S TOILETS
106

WOMEN'S
SHOWERS WOMEN'S TOILETS 110 111

VESTIBULE
109

VESTIBULE
104

JANITOR
107

VESTIBULE
108

VESTIBULE
113

JANITOR
112
For Council Approval
Not for Bidding

Page 269 of 3513 ends

E2.2

POWER PLAN - LOCKER
ROOM
Copyright WMB, Inc.

WMB Project No.
2000 L Street
T 209.944.9110
5757 Pacific AvenueSuite 226Stockton, CA 95207Suite 125 F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com
8/29/2025 2:23:32 PM
Roseville Aquatics
Complex - Locker Room
Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747

DATE PURPOSE
PUBLISH HISTORY:

No.

02.20.26 Initial Submittal04.15.26 Coordination
1 04.17.26 Plan Check Response
A
(E) LOBBY 101

CASHIER
102
(E) GUARD 103

MEN'S SHOWERS
105

MEN'S TOILETS
106

WOMEN'S
SHOWERS WOMEN'S TOILETS 110 111

VESTIBULE
109

VESTIBULE
104

JANITOR
107

VESTIBULE
108

VESTIBULE
113

JANITOR
112
For Council Approval
Not for Bidding

Page 270 of 3513 ends

E3.1

POWER PLAN - CLASSROOM
Copyright WMB, Inc.

WMB Project No.
2000 L Street
T 209.944.9110
5757 Pacific AvenueSuite 226Stockton, CA 95207Suite 125 F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com
8/29/2025 2:23:32 PM
Roseville Aquatics
Complex - Locker Room
Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747

DATE PURPOSE
PUBLISH HISTORY:

No.

02.20.26 Initial Submittal04.15.26 Coordination
1 04.17.26 Plan Check Response
A
ILETS

CLASSROOM
114
For Council Approval
Not for Bidding

Page 271 of 3513 ends

E4.1
TITLE 24
Copyright WMB, Inc.

WMB Project No.
2000 L Street
T 209.944.9110
5757 Pacific AvenueSuite 226Stockton, CA 95207Suite 125 F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com
8/29/2025 2:23:32 PM
Roseville Aquatics
Complex - Locker Room
Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747

DATE PURPOSE
PUBLISH HISTORY:

No.

02.20.26 Initial Submittal04.15.26 Coordination
1 04.17.26 Plan Check Response
A
For Council Approval
Not for Bidding

Page 272 of 3513 ends

E5.1
BID ALTERNATE #4 -

SPORTS LIGHTING PLAN
Copyright WMB, Inc.

WMB Project No.
2000 L Street
T 209.944.9110
5757 Pacific AvenueSuite 226Stockton, CA 95207Suite 125 F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com
8/29/2025 2:23:32 PM
Roseville Aquatics
Complex - Locker Room
Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747

DATE PURPOSE
PUBLISH HISTORY:

No.

02.20.26 Initial Submittal04.15.26 Coordination
1 04.17.26 Plan Check Response
A
(E) LOBBY
101

CASHIER
102
(E) GUARD
103

MEN'S SHOWERS
105 MEN'S TOILETS106 WOMEN'S

SHOWERS
110 WOMEN'S TOILETS
111

VESTIBULE
109 VESTIBULE104

CLASSROOM
114

CONCESSIONS
115

MECHANICAL
116

STORAGE
117

STORAGE
119 EQUIPMENT118

JANITOR
107

VESTIBULE
108 VESTIBULE113

JANITOR
112
S
For Council Approval
Not for Bidding

Page 273 of 3513 ends

WMB Project No. 2000 L Street T 209.944.9110 5757 Pacific Avenue Suite 226 Stockton, CA 95207 Suite 125 F 209.944.5711 Sacramento, CA 95811 www.wmbarchitects.com L I CENSED ARCH I TECT STAT E OF CA L I FORN I A REN. 07/31/27 GREGORY S . FERRELL C-35802 11/10/2025 2:32:01 PMDP-1 SWIMMING POOL LAYOUT PLAN 12.05.25 100% CD Roseville Aquatics Complex - Locker Room Alterations 25-019 3051 Woodcreek Oaks Blvd Roseville, CA 95747 NORTH _''=1'-0'' MAIN DRAIN = MD = FI FLOOR INLET UL = UNDERWATER LIGHT EJ = EXPANSION JOINT (E) = EXISTING 3215 THE CONTRACTOR SHALL COORDINATE DEMOLITION WITH OTHER TRADES, AND SHALL PROTECT ALL EXISTING WORK, BUILDINGS, UTILITIES, ETC. TO REMAIN AS REQUIRED FOR RENOVATION OF SWIMMING POOL. COORDINATE INGRESS/EGRESS AND HAUL ROUTES WITH THE OWNER PRIOR TO START OF WORK. POOL PLAN VIEWS AND SECTIONS ARE SHOWN FOR CONTRACTOR INFORMATION AND ASSISTANCE. THE CONTRACTOR IS RESPONSIBLE FOR INDIVIDUAL SQUARE FOOTAGE TAKE-OFFS AND ESTIMATIONS WITH REGARD TO DEMOLITION, PREPARATION, AS WELL AS MEANS AND METHODS OF CONSTRUCTION. CONTRACTOR SHALL VISIT THE SITE AS REQUIRED TO ACCOMPLISH THE WORK, AND TO BECOME FAMILIAR WITH SCOPE AND SERVICES OF WORK REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRINGING ANY DISCREPANCIES OR REQUESTS FOR CLARIFICATIONS RELATED TO THE CONTRACT DOCUMENTS OR DESIGN TO THE ARCHITECT'S ATTENTION WITH AN RFI PRIOR TO BIDDING ON THE PROJECT. 8 COORDINATE PROPOSED CONTRACTOR STAGING AREA WITH THE OWNER PRIOR TO CONSTRUCTION. PROVIDE TEMPORARY, TOILET(S), FENCING, GATES, ETC. AS REQUIRED. 9101112 THE CONTRACTOR SHALL ENSURE THAT ALL SURFACES ARE PREPARED TO RECEIVE NEW WHITE PLASTER FINISH. WEATHER CONDITIONS SHALL BECOME A CRITICAL PART OF WORK AND SHALL BE TAKEN INTO CONSIDERATION AT THE TIME OF PLASTER APPLICATION. THE CONTRACTOR SHALL PROVIDE A SUFFICIENT NUMBER OF WORKERS TO ENSURE THAT THE ENTIRE POOL CAN BE PLASTERED IN A SINGLE DAY OR SHALL PROVIDE CONTINUAL MISTING OF PLASTERED SURFACES TO ENSURE THAT PLASTER IS NOT EXPOSED TO THE AIR FOR A PERIOD OF TIME WHICH WOULD CAUSE DAMAGE IN ANY WAY. THE OWNER SHALL IDENTIFY THE POOL FILL WATER SOURCE FROM CLOSEST FIRE HYDRANT AND SHALL PAY FOR THE WATER TO FILL THE POOL. THE CONTRACTOR IS RESPONSIBLE FOR FIRE HOSE, HOSES, FILLING AND PROTECTION OF PLASTER SURFACES. FILL SOURCE SHALL BE BLOWN-OFF INITIALLY TO PROVIDE A CLEAN DOMESTIC WATER SOURCE. THE CONTRACTOR SHALL PROVIDE CONTINUOUS FILL UNTIL THE WATER IS AT OPERATIONAL LEVEL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND BALANCING OF THE POOL WATER FOR A PERIOD OF NOT LESS THAN SEVEN (7) DAYS AFTER PLASTER. THE CONTRACTOR SHALL COORDINATE THEIR EFFORTS WITH OWNERS STAFF TO PROVIDE INSTRUCTION AND TRAINING IN PROPER OPERATION OF POOL IN CONJUNCTION WITH NEW PLASTER SURFACES. 6 CONTRACTOR IS TO PHOTOGRAPH AND DOCUMENT ON A PLAN ANY AND ALL EXISTING DAMAGED ITEMS/SURFACES/FINISHES IN AND IMMEDIATELY AROUND THE WORK AREA AND ALONG ALL WORK PATHS FROM STAGING AREA PRIOR TO THE START OF WORK. CONTRACTOR IS TO SITE WALK ALL EXISTING DAMAGED AREAS WITH THE OWNER AND PROVIDE A COPY OF THE PHOTOGRAPHS AND DOCUMENTATION BEFORE WORK BEGINS. FAILURE TO PROVIDE THIS INFORMATION REPRESENTS ACCEPTANCE BY THE CONTRACTOR THAT ALL EXISTING SURROUNDING FINISHES (CONCRETE, AC PAVING, FLOORING, ETC.) AND ALL GATES, DOORS, PATHWAYS, ETC. ARE UNDAMAGED AND IN CLEAN AND FUNCTIONING CONDITION, AND CONTRACTOR ACCEPTS THE RESPONSIBILITY TO MAINTAIN AND CORRECT ANY DAMAGE LATER FOUND BY THE OWNER DURING CONSTRUCTION PERIOD IN THESE AREAS AT NO EXPENSE TO THE OWNER. 13 PROPERLY CLEAN AND PREPARE GUTTER AND SURGE CHAMBER SURFACES AND APPLY TWO (2) COATS OF WATERPROOFING MATERIAL PER THE MANUFACTURER'S RECOMMENDATIONS AND PROJECT SPECIFICATIONS. CONTRACTOR SHALL REPLACE BUTTERFLY VALVE AND FLOAT VALVE IN SURGE CHAMBER AS PART OF THIS WORK. 74 141615 EXISTING UNDERWATER LIGHT JUNCTION BOXES AND OUTLETS TO REMAIN PROTECTED IN PLACE AND REUSED. VERIFY ALL COMPONENTS MEET CURRENT ARTICLE 680 OF THE N.E.C. 18 FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION SHALL BE IN CONFORMANCE WITH NFC CHAPTER 33. 19 PRIOR TO DEMOLITION, CONTRACTOR TO COORDINTATE WITH OWNER ITEMS (QUANITY AND QUALITY) TO BE SALVAGED, RETURNED TO OWNER, AND / OR PROTECTED IN PLACE. ALL EXISTING DECK EQUIPMENT SHALL BE PROTECTED AND REUSED, EXCEPT WHEN NOTED TO BE REPLACED. 2021 ALL EXISTING GUTTER OUTLET GRATES SHALL BE REMOVED AND REPLACED. ALL EXISTING POOL GUTTER PIPING TO REMAIN PROTECTED IN PLACE. CONTRACTOR TO FIELD LOCATE. CONTRACTOR SHALL REMOVE THE EXISTING POOL EXPANSION THE ENTIRE WIDTH OF POOL AND UP WALLS. REMOVE AND REPLACE ALL EXISTING POOL FINISHES INCLUDING NEW GUTTER LIP TILE, WATERLINE TILE, LANE LINE TARGETS, LANE LINES, TRIM TILE ON STAIRS, 4'-6'' DEPTH MARKER TILE AND PLASTER FINISHES DOWN TO ORIGINAL SOUND CONCRETE/SHOTCRETE. ANY CRACKS SHALL BE CHIPPED OUT TO A MINIMUM TO [''x['' AND THEN FILLED FLUSH WITH NON-SHRINK GROUT. ALL EXPOSED REBAR, RUST SPOTS, ETC. SHALL BE EXPOSED, BUSHED DOWN 1\'' BELOW FINISH SURFACE, ZINC COATED AND FILLED FLUSH WITH NON-SHRINK GROUT. OTHER IMPERFECTIONS IN THE POOL SHELL SHALL BE REPAIRED PRIOR TO INSTALLING A NEW WHITE PLASTER FINISH. 4SP-6 1-3 SP-3 1 SP-6 4SP-6 2SP-6 MGC = MOVEABLE-GUARD CHAIR RA = ROPE ANCHOR 3SP-6 GR = GRAB RAIL HR = HAND RAIL CONTRACTOR SHALL INSPECT ALL EXISTING MAIN DRAIN SUMPS FOR COMPLIANCE WITH CURRENT VGBA AND SOFA STANDARDS AND REPORT FINDINGS TO ARCHITECT IF IT IS DETERMINED THAT THE EXISTING PIPING, SUMPS, AND GRATES ARE NOT COMPLAINT WITH CURRENT VGBA AND SOFA STANDARDS. REPLACE ANY DAMAGED OR LOST POOL FITTINGS, GRATES, ROPE ANCHORS LOST DURING DEMOLITION/CONSTRUCTION AS REQUIRED. CONTRACTOR TO PROVIDE IN THEIR BASE BID THE COST TO SAWCUT THE EXISTING POOL FLOOR AS REQUIRED TO REMOVE AND REPLACE ALL MAIN DRAINS AND PIPING TO CREATE A HYDRAULICALLY BALANCED SYSTEM AS INDICATED PER PLAN. REPAIR FLOOR BY DOWELING IN NEW REINFORCEMENT AND NEW CONCRETE PER DETAILS TO PROVIDE A COMPLETELY OPERATIONAL, FUNCTIONAL CIRCULATION AND LEGAL SYSTEM. IF THE EXISTING PIPING AND MAIN DRAINS ARE FOUND TO BE COMPLIANT WITH VGBA AND SOFA STANDARD THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A CREDIT FOR THE COSTS ASSOCIATED WITH THE WORK. = 17 12,994 SQ. FT. 6 HR. TURNOVER VOLUME SURFACE AREA = 1,922 GPM 691,624 GAL DEPTH 3'-0'' - 13'-0' PERIMETER ==== 520 FT. 1 SP-1 IN 6FT 3 IN 6FT 3
IN 6FT 3IN 6FT 4
IN 6FT 4
IN 6FT 4IN 6FT 4IN 6FT 4 IN 6FT 4 IN 6FT 4 IN 0FT 7 IN 0FT 7 IN 0FT 7 IN 0FT 7 IN 0FT 7 IN 6FT 11 IN 6FT 13 IN 0FT 11 IN 6
FT 11
IN 6
FT 31
IN 6
FT 31
IN 6
FT 31
IN 6
FT 31
IN 6
FT 11 IN 6FT 11 IN 6FT 31 IN 6FT 11 IN 0FT 7 IN 0FT 7 IN 0FT 7 IN 0FT 7 IN 0FT 7 (E)EJ 18''X18'' (E) MD 18''X18'' (E) MD 18''X18'' (E) MD 18''X18'' (E) MD 15 8 UL 7 UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL UL ULULULULULULULUL ULULULULULULUL (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)1M (E)RA (E)3M (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA
(E)RA (E)RA (E)RA (E)RA
(E)RA HR GR LAD 23 GR GR GR LAD 1 SP-5 GR = GRABRAIL SP-5 2 HR LAD = LADDER = HANDRAIL SP-3 4,5 (N) = NEW 12 21 (E)EJ 11 11 21 11 21 11 21 1 7 9 10 13 14 16 18 19 20 20 20 3'-0'' 3'-6'' 4'-6'' 8'-0''
7'-0''
7'-0''
6'-6''
5'-6''
4'-6''
9'-0''
13'-0''
11'-0''
10'-0''
12'-0'' HR HR HR 1 SP-6 2 SP-8 1 SP-8 3SP-8 9'-0"
45'-0"
(E)SC 22 CONTRACTOR TO DEMO EXISTING SURGE CHAMBER LID AND PREPARE SURGE CHAMBER FOR NEW STRUCTURAL LID, ACCESS HATCH, LADDER, AND WATERPROOFING. 22(E)POOL DECK = EXTENTS OF SC DEMOLITION 1-3 SP-4 1 SP-4 9'-8" 17'-8" SURGE CHAMBER (BID ALTERNATE #9) A-D SP-2 3,4 SP-7 2 3 5 17 9 TYP. 2 3 5 17 19 20 (E)EJ 419 19 2 3 TYP (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI (E) FI 15 8 TYP 2 3 19 8 15TYP. 8 15 TYP. 23 GRABRAILS, HANDRAILS, AND LADDERS TO BE REMOVED AND REPLACED UTILIZING EXISTING ANCHORS WHERE NOTED. 66 23 23 23 23 23 23 23 23 23 23 HR = EXPANSION JOINT REPLACEMENT 1,3 SP-8 CONTRACTOR SHALL PERFORM A CCTV VIDEO INSPECTION OF ALL EXISTING MAIN DRAIN PIPING SYSTEMS TO DETERMINE WHETHER THE EXISTING SYSTEM IS HYDRAULICALLY BALANCED. BASED ON FINDINGS, CONTRACTOR SHALL PROVIDE A WRITTEN REPORT AND VIDEO DOCUMENTATION TO THE ARCHITECT FOR REVIEW TO DETERMINE IF MODIFICATIONS ARE REQUIRED AS SHOWN IN DEDUCTIVE ALTERNATE 1. IF THE SYSTEM IS DETERMINED TO BE NOT HYDRAULICALLY BALANCED, CUTTING AND RECONSTRUCTION OF THE POOL FLOOR AND ASSOCIATED PIPING MAY BE REQUIRED UNDER DEDUCTIVE ALTERNATE 1. 24 23 8 15 23 23 23 UL UL (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)RA (E)DM (E)DM (E)RA (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)RA (E)RA (E)RA DM = DEPTH MARKER 25 ANY REQUIRED SIGNAGE THAT IS DAMAGED, MISSING, OR ILLEGIBLE SHALL BE REPLACED.

For Council Approval
Not for Bidding

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IN 6
FT 3 IN 6FT 3
IN 6FT 3IN 6FT 4
IN 6FT 4
IN 6FT 4IN 6FT 4IN 6FT 4 IN 6FT 4 IN 6FT 4 IN 0FT 7 IN 0FT 7 IN 0FT 7 IN 0FT 7 IN 0FT 7 IN 6FT 11 IN 6FT 13 IN 0FT 11 IN 6
FT 11
IN 6
FT 31
IN 6
FT 31
IN 6
FT 31
IN 6
FT 31
IN 6
FT 11 IN 6FT 11 IN 6FT 31 IN 6FT 11 IN 0FT 7 IN 0FT 7 IN 0FT 7 IN 0FT 7 IN 0FT 7 Copyright WMB, Inc.

WMB Project No. 2000 L Street T 209.944.9110 5757 Pacific Avenue Suite 226 Stockton, CA 95207 Suite 125 F 209.944.5711 Sacramento, CA 95811 www.wmbarchitects.com

L I CENSE
D
A

RCH I TECT
STAT E
OF
CA
L I FORN I A REN. 07/31/27

GREGORY
S . FERRELL C-35802 11/10/2025 2:32:01 PMSP-1 SWIMMING POOL LAYOUT PLAN 12.05.25 100% CD Roseville Aquatics Complex - Locker Room Alterations 25-019 3051 Woodcreek Oaks Blvd Roseville, CA 95747 SURFACE AREA PERIMETER VOLUME 6 HR TURNOVER DEPTH ===== 1,922 GPM 691,624 GALLONS 3'-0'' TO 13'-0'' 12,994 SQ. FT. 520 FT. THE CONTRACTOR SHALL RETAIN AN INDEPENDENT LICENSED SURVEYOR TO PROVIDE PROOF OF COMPLIANCE FOR REQUIRED POOL LENGTHS SHORT COURSE-25YDS: (ALLOWS FOR TOUCH PADS AT ONE (2'-7\'') BELOW THE SURFACE OF THE WATER AT ALLVERTICAL PLANE 0.3M (12'') ABOVE AND 0.8M. TOLERANCE AGAINST LENGTH SHALL EXTEND IN A POINTS OF BOTH END WALLS TYP. OF ALL COURSES. AS FOLLOWS: (RECOMMEND PATRELL ENG. GROUP (626) 335-4362) END) 75'-0 5/16'' MIN.: 75'-1 3/16'' MAX. THE INDEPENDENT LICENSED SURVEYOR SHALL FILL OUT, NOTARIZE AND FILE OFFICIAL CERTIFICATION FORM(S) WITH USA SWIMMING FOR CLASS A COMPETITION POOL. CONTRACTOR SHALL RETAIN A LICENSED ENGINEER TO CERTIFY THE MAIN DRAIN SYSTEMS AS V.G.B. COMPLIANT. LONG COURSE-50M: (ALLOWS FOR TOUCH PADS AT BOTH ENDS) 164'-1_'' MIN. 164'-11116'' MAX. 1 SP-6 1
3 SP-6 SP-5
4 == MAIN DRAIN GRABRAIL = ROPE ANCHOR GRMDRAUL = UNDERWATER LIGHT SP-5 2 SP-6 HR LAD = LADDER
= HANDRAIL SP-3 4,5 NORTH 18''x36'' (N)MD 18''x36'' (N)MD (N)GR (N)GR (N)LAD (N)GR (N)GR (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA 75'-1" (25 YARDS)
1'-612" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 1'-6 12" 5'-6
12" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 5'-612" (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)1M (E)3M 164'-1 12" (50 METER) 132'-1
12" 32'-0" 1'-6" 97'-7" 33'-012" 6" 10'-4" 10'-4" 10'-4" 6" 33'-01 6'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 2" 2'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 3'-1"7'-1" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 37'-012" (N)UL (N)HR (N)HR (N)HR (N)HR (N)LAD 164'-1
12" (50 METERS) 1'-6" 1'-7"8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 2'-0" 6'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 4'-0" 7'-1" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 37'-012" 96'-1"
21'-0" 75'-1" (25 YARDS)
5'-0" 6'-6" 6'-6"
2'-8" 1'-8"
8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 1'-612" (E)RA (E)RA (E)RA 5'-6
12" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 26'-612" (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA 3'-0'' 3'-6'' 4'-6'' 7'-0''
6'-6''
5'-6''
4'-6''
9'-0''
8'-0''
7'-0''
11'-0''
10'-0''
13'-0''
12'-0''
(N)
(E) = EXISTING = NEW _''=1'-0'' SP-2 D SP-2 C SP-2 B SP-2 A (E)AL AL = ACCESSIBLE LIFT EJ = EXPANSION JOINT 1 SP-8 EJ EJ 16'-0" 5'-012" (N)HR2'-0" STEPS TYP. AND TRIM TILE ON UPPER APPROACH 6'-7" TYP. 6'-7"
TYP.
6'-7"
TYP. 6'-7" TYP.
3SP-3 AT 4'-6'' DEPTH 4'' WIDE OF CONTRASTING TILE AT 4'-6'' DEPTH 4'' WIDE OF CONTRASTING TILE (E) FI FI = FLOOR INLET 2 SP-6 (E) FI
(E) FI (E) FI
(E) FI (E) FI (E) FI
(E) FI (E) FI (E) FI
(E) FI (E) FI
(E) FI (E) FI
(E) FI (E) FI
(E) FI (E) FI (E) FI(E) FI
(E) FI
(E) FI
(E) FI
(E) FI
(E) FI
(E) FI
(E) FI
(E) FI (E) FI (E) FI
(E) FI (E) FI
(E) FI (E) FI(E) FI (E) FI
(E) FI (E) FI
(E) FI (E) FI
(E) FI
(E) FI
(E) FI
(E) FI
(E) FI
(E) FI (E) FI
(E) FI
(E) FI
(E) FI
(E) FI
(E) FI
(E) FI
(E) FI
(E) FI
(E) FI
(E) FI
(E) FI
(E) FI
(E) FI
(E) FI
(E) FI
(E) FI
(E) FI (E) FI
(E) FI
(E) FI
(E) FI
(E) FI
(E) FI (E) FI
(E) FI
(E) FI
(E) FI
(E) FI
(E) FI
2SP-6 PROVIDE (N) 18'' x 18'' SQUARE 2''X2'' NON-SLIP DAL-TILE 'ARCTIC WHITE' #D617 AROUND ALL (E) FLOOR INLETS TYP. 12'' POC TO EXISTING MD SUCTION EQ. 12'' (N)12'' (FILED VERIFY ALL CONDITIONS) 4'-6''
3SP-3
3SP-3
3SP-3
3SP-3 EQ. 12'' (N)UL (N)UL (N)UL (N)UL (N)UL (N)UL (N)UL (N)UL (N)UL (N)UL (N)UL (N)UL
(N)UL
(N)UL (N)UL (N)UL (N)UL (N)UL (N)UL (N)UL (N)UL (N)UL (N)UL (N)UL
(N)UL
(N)UL
(N)UL
(N)UL
(N)UL
(N)UL
(N)UL
(N)UL (N)UL
(N)UL (N)UL 49'-2
12"(15 M) 65'-812" 49'-2
12" (15 M) 4'' WIDE OF RED TILE AT 15 M MARK 4'' WIDE OF RED TILE AT 15 M MARK 4" TYP. (E)RA (E)RA (E)RA (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM(E)DM (E)DM (E)DM (E)DM (E)DM
(E)DM
(E)DM
(E)DM
(E)DM
(E)DM
(E)DM (E)DM (E)DM (E)DM (E)DM (E)DM (E)DM
(E)DM
(E)DM
(E)DM
(E)RA
(E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA (E)RA
(E)RA
(E)RA (E)RA (E)RA (E)RA (E)RA (E)RA
(E)RA DM = DEPTH MARKER
For Council Approval
Not for Bidding

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WMB Project No.
2000 L Street
T 209.944.9110
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
Suite 125
F 209.944.5711
Sacramento, CA 95811
www.wmbarchitects.com

L I CENSED ARCH I TECT

STAT E OF CA L I FORN I A
REN. 07/31/27
GREGORY S . FER
EL
L
C-35802
11/10/2025 2:32:01 PM
SP-5

SWIMMING POOL

DETAILS

12.05.25 100% CD
Roseville Aquatics
Complex - Locker Room
Alterations
25-019
3051 Woodcreek Oaks Blvd
Roseville, CA 95747
For Council Approval
Not for Bidding

Page 279 of 3513 ends

WMB Project No. 2000 L Street T 209.944.9110 5757 Pacific Avenue Suite 226 Stockton, CA 95207 Suite 125 F 209.944.5711 Sacramento, CA 95811 www.wmbarchitects.com

L I CENSE
D
A

RCH I TECT
STAT E
OF
CA
L I FORN I A REN. 07/31/27

GREGORY
S . FERRELL C-35802 11/10/2025 2:32:01 PMSP-6 SWIMMING POOL DETAILS 12.05.25 100% Schematic Roseville Aquatics Complex - Locker Room Alterations 25-019 3051 Woodcreek Oaks Blvd Roseville, CA 95747 18 19 20
2 12
2 23 DALDORADO, LLC. DalMax-GO-1818 (Single) UNBLOCKABLE Cover in Multiples per APSP-16 2017 Life 25 Years Submerged Suction Outlet Cover DalMax-SG/FG-18X36: FLOOR-2869 GPM WALL-2080 GPM DalMax-SG/FG-18X54:FLOOR-4412GPM For Single or Multiple Drain Use For Council Approval
Not for Bidding

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WMB Project No. 2000 L Street T 209.944.9110 5757 Pacific Avenue Suite 226 Stockton, CA 95207 Suite 125 F 209.944.5711 Sacramento, CA 95811 www.wmbarchitects.com

L I CENSE
D
A

RCH I TECT
STAT E
OF
CA
L I FORN I A REN. 07/31/27

GREGORY
S . FERRELL C-35802 11/10/2025 2:32:01 PMSP-8 SWIMMING POOL DETAILS 12.05.25 100% CD Roseville Aquatics Complex - Locker Room Alterations 25-019 3051 Woodcreek Oaks Blvd Roseville, CA 95747 6" 6" 6" 6"
6" 6" 6" 6" 6" 6"
For Council Approval
Not for Bidding

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Project Manual for the
Roseville Aquatics Complex
Renovation Project
July 2026
The latest edition of the City of Roseville Parks Construction Standards are incorporated by reference as a part of this Project Manual. The Parks Construction Standards can be purchased at the address listed below.

Parks, Recreation & Libraries
316 Vernon Street, Ste. 400
Roseville, California 95678
www.roseville.ca.us
For Council Approval
Not for Bidding

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(916) 774-5505 • (916) 773-5595 Fax • (916) 774-5220 TDD • [email protected] • www.roseville.ca.us/parks Notice to Bidders
DATE: 7/13/2026
TO: Prospective Bidders
FROM: Heather Buck, Senior Park Development Project Manager RE: Roseville Aquatics Complex (RAC) Renovation Project Project Description: The City of Roseville is now accepting bid proposals for the RAC Renovation Project The scope of work for the base bid includes, but is not limited to: The project includes replastering of the competition pool and upgrades to the locker rooms and restrooms to ensure accessibility compliance. Additive alternates have been identified for budget purposes, and include mechanical pit wall repairs, HVAC improvements to the classroom, sports lighting replacements, additional plumbing improvements, door closer replacements, and replacement of the pool surge pit cover.

Contract Documents: A Project Manual, including all Contract Documents and the Proposal forms for bidding this project, may be obtained online from the City of Roseville’s website at http://www.roseville.ca.gov/business/procurement_services/bids_rfps.php. All communications relative to this project shall be conducted through Public Purchase.

Potential bidders are advised to obtain all documents and specifications related to this project directly from the City of Roseville. The City of Roseville does not guarantee the accuracy of any forms, plans, or project manuals obtained through outside sources other than the City of Roseville. Furthermore, the City does not guarantee the distribution of any addendums or the accuracy of their content if obtained from a third party.

Bidders expressly assume the risk that their bid will be rejected from the use of project manuals or project plans obtained from third parties other than the City of Roseville.

Engineer’s Estimate: The engineer's estimate for construction of the base bid items is $3,300,500.00 Pre-Bid Meeting: Not applicable.

Questions: The deadline for submission of questions and clarifications regarding the Contract Documents is 7/24/2026. In order to meet the required timeline to issue addenda, questions will not be accepted after this date. Only Addenda issued by the City are binding. All questions shall be directed to the attention of Heather Buck via Public Purchase at https://roseville.ca.gov/rfp.

Bid Deadline: Proposals will be received at the Office of the City Clerk, 311 Vernon Street, Roseville, California, until 3:00 p.m. on 8/4/2026. The proposals will be publicly opened and read by the City Clerk or designee of the City of Roseville in the City Clerk’s Office at 3:05 p.m. on that same day.

The latest edition of the City of Roseville Parks Construction Standards will be applicable to this project.

The successful bidder will be required to use the standards contained in the book for the construction of this project.

Parks, Recreation & Libraries
Park Development
316 Vernon Street, Suite 400
Roseville, California 95678
For Council Approval
Not for Bidding

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Parks, Recreation & Libraries
Park Development
316 Vernon Street, Suite 400
Roseville CA 95678
Notice to the apparent low bidder for the Roseville Aquatics Complex Renovation Project In order to move forward with the award of this project, the City of Roseville requests that you submit the following documents:

1. Agreement (two sets of originals, single-side print) with either:
 wet signatures from two corporate officers*, or
 wet signature from one corporate office plus the corporate seal * In accordance with Section 313 of the California Corporations Code, any document executed by a corporation requires the signature from at least one person from EACH of the following two groups:

GROUP ONE GROUP TWO
Chairman of the Board Secretary
President Assistant Secretary
Vice President Chief Financial Officer
Assistant Treasurer
If an officer holds a title in each of the above groups (dual title), that officer may sign for each of the two groups by two separate signatures with the appropriate title listed with his or her signature.

2. Public Works Faithful Performance Bond – fully executed and notarized

3. Public Works Labor and Materials Payment Bond – fully executed and notarized

4. Insurance Certificates – e-mailed to [email protected] and [email protected] We request that all documents be received by August 21, 2026.

Please contact us if you are unable to meet this deadline.

Send completed forms to:

City of Roseville - Parks, Recreation & Libraries Department Attn: Heather Buck
316 Vernon Street, Suite 400
Roseville CA 95678
The Parks, Recreation & Libraries Department requires submittal of all of the above executed documents prior to City Council bid award.
916.774.5505 phone
916.774.5251 fax
www.roseville.ca.us
For Council Approval
Not for Bidding

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[\\rosenet.loc\rosenetdfs\Desktops\CITYATTORNEY\lippmelissa\Desktop\buildings grounds.docx; 4/21/2026]

TABLE OF CONTENTS
Pagination Notation
Notice to Contractors NTC
Instructions to Bidders INT
Proposal PROP
Insurance Broker Information Packet INS
General Conditions for Buildings and Grounds GC
Supplemental Conditions SC
Specifications SPEC
Drawings DRAW
Assembly Bill No. 626 AB 626

For Council Approval
Not for Bidding

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Roseville City CouncilJune 17, 2026

Roseville City Council
June 17, 2026