Agenda Packet — Salinas City Council, April 4, 2023 (part 2 of 3)

kimley-horn.com 1300 Clay Street, Suite 325, Oakland, CA 94612 510 625 0712 Confirming the ideal funding mechanism depends on selecting the ideal business model and then aligning the optimal funding mechanism for that business model. The analyzed funding models consist of Tax Supported Mechanisms (Taxing districts), Property Backed Mechanisms (Improvement districts), Revenue Backed Mechanisms (Revenue bonds), and a Public Utility Model. As an optional task, Kimley-Horn will provide analysis and documentation to support furthering public-private partnership agreements with City and up to two partners. This support may consist of the following:
§ Provide industry knowledge as needed to assist City Legal Advisors in establishing that it has the authority to sponsor and finance the network and in understanding the legal structures available for getting the network financed.
§ Financial Proforma Model - Provide projections on construction costs, the effect of take rate, operational costs, and the cost of internet access via service providers. § Review proposed cost structure for Network Operations, including specific line items and projected subscriber monthly cost.
§ Advise city leaders regarding any requirements for the city to provide a financial backstop to a lender or a guarantee for debt financing in some form.

Research Funding Sources
Kimley-Horn will identify and summarize funding sources for planning, engineering, and construction of broadband projects in the City of Salinas from federal, state, and local sources. Kimley-Horn will provide a description of the program and what elements it can fund. These include the following:
§ Last Mile Federal Funding Account
§ Broadband Equity, Access and Deployment (BEAD)
§ Digital Equity Act (DEA)
§ Affordable Connectivity Program
§ Broadband Infrastructure Program
§ Federal Capital Projects Fund
Task 6 Deliverables
§ Operations and Maintenance Plan -DRAFT
§ Governance Model Alternatives Analysis - DRAFT
§ Funding Opportunities
Task 7: Broadband Master Plan
Kimley-Horn will consolidate the information gathered in previous tasks to prepare a Broadband Master Plan to guide the City’s broadband development for the next 3-5 years. The Broadband Master Plan will assess technological trends and provide deployment strategy. The document will include the following:
· Comprehensive Vision
· Needs Assessment

Page 9 ends

kimley-horn.com 1300 Clay Street, Suite 325, Oakland, CA 94612 510 625 0712 · Existing Conditions and policies
· Gap Analysis
· Proposed Project List and Available Funding
· Final recommendations and implementation roadmap
The Broadband Master plan will include an executive summary listing final recommendations and implementation roadmap for presentation to City Council Task 7 Deliverables
§ Broadband Master Plan – DRAFT and Final

Page 10 ends

kimley-horn.com 1300 Clay Street, Suite 325, Oakland, CA 94612 510 625 0712

SCHEDULE
No. Task Deadline
1 Project Management and Meetings
Kick-off Meeting (assuming NTP 12/1/22) 12/8/22
City Council presentation TBD
Progress Meetings 1/2023 – 11/2023
2 Data Collection/ Field Investigation
Receive Record Drawing 12/30/22
Complete Field Investigation 1/13/23
Summary Memo of Findings 1/20/23
3 Gap Analysis and Preliminary Projects
Workshop meeting with City Staff 1/27/23
Summary Memo of Existing Conditions 2/10/23
Broadband and Digital Infrastructure Gap Analysis 2/17/23 Conceptual Citywide Fiber Network Design 2/17/23
Preliminary City-wide Broadband Project List 2/17/23
Receive City comments (2-week review period) 3/3/23
Discuss City Comments 3/10/23
4 Alisal Neighborhood Fiber Network Design
Prepare Project Base 1/20/23
Submit 35% Design 2/10/23
Receive City comments (2-week review period) 2/24/23
Discuss City Comments 3/3/23
Submit 65% PS&E Design 3/31/23
Receive City comments (3-week review period) 4/21/23
Discuss City Comments 4/28/23
Submit 90% PS&E Design 5/26/23
Receive City comments (3-week review period) 6/16/23
Discuss City Comments 6/23/23
100% FINAL – Bid Ready documents 7/14/23

Page 11 ends

kimley-horn.com 1300 Clay Street, Suite 325, Oakland, CA 94612 510 625 0712 No. Task Deadline
5 Alisal Neighborhood Public Wireless Network Preliminary Design
Technology Research and Public Private Partnership Outreach 2/28/23 Preliminary PG&E Outreach 2/28/23
Conceptual Network Graphic and Wireless Network
requirements
3/30/23
Preliminary Network Design 4/14/23
Preliminary Cost Estimate 4/14/23
6 Implementation Plan
Operations and Maintenance Plan - DRAFT 6/23/23
Governance Model Analysis - DRAFT 6/23/23
Funding Opportunities – DRAFT 7/14/23
7 Broadband Master Plan
Review City comments on previous deliverables 8/4/23
Broadband Master Plan - outline 8/18/23
DRAFT Broadband Master Plan 9/22/23
Receive City comments (4-week review period) 10/20/23
Discuss City Comments 10/27/23
FINAL Broadband Master Plan 11/17/23
`

Page 12 ends

kimley-horn.com 1300 Clay Street, Suite 325, Oakland, CA 94612 510 625 0712

PROFESSIONAL FEE
Kimley-Horn proposes to provide base professional services outlined in this scope of services on a time-and-materials basis with a contract ceiling of $411,970, including $10,000 for specialized sub- consultants. This fee includes labor cost (including indirect expenses) and direct expenses (travel, meals, full-size plan reproduction, overnight mailing) incurred in performing these services.

No. Task Budget
1 Project Management and Meetings $20,630
2 Data Collection/ Field Investigation $29,780
3 Gap Analysis and Preliminary Projects $65,770
4 Alisal Neighborhood Fiber Network Design $103,870
5 Alisal Neighborhood Public Wireless Network Preliminary Design $93,350 6 Implementation Plan $56,910
7 Broadband Master Plan $41,660
TOTAL $411,970
An estimate of hours and cost for each task is attached to this proposal. The information is provided as an estimate only, and Kimley-Horn reserves the right to adjust budgets within authorized tasks while maintaining the total fee. Optional services will only be performed with written authorization from the City at current on-call rates.

Assumptions
This scope of services is based on the following assumptions:
§ Environmental Services are not included in this scope. Based on current understanding and review of readily available data, the projects would satisfy definition for a CE for CEQA and a CE for NEPA. There do not appear to be exceptions to the exemptions or unusual circumstances that would require additional level of CEQA or NEPA review.

Sr. Prof IV
(SME/QC)
Sr. Prof III
(PM) Prof II Analyst III Sr. Admin
Support
Task 1 - Project Management and Meetings 92 $20,330 $300 $20,630 Project Initiation 2 4 6 $1,090
Kick-off Meeting/ City Staff Report Support 8 12 20 $4,640 Monthly progress reports/invoicing 18 18 36 $7,560
CPUC Quarterly Reporting Support 6 6 12 $2,910
City Council Presentations (up to 1) 8 8 2 18 $4,130
Task 2 - Data Collection/ Field Investigation 140 $28,980 $800 $29,780 Data Collection and Coordination 2 12 24 4 42 $8,230
Field Investigation - Existing fiber Network 2 12 20 34 $6,970 Field Investigation - Alisal Neighborhood 2 16 24 42 $8,590 Summary Memo of Findings 2 4 8 8 22 $5,190
Task 3 - Gap Analysis and Preliminary Projects 294 $65,770 $0 $65,770 Key Needs - Workshop Meeting with City staff 4 8 8 2 22 $4,670 Community Outreach and Coordination Support (OPTIONAL) 8 8 8 8 32 $6,600 Summary of Existing Conditions 2 4 8 20 2 36 $7,720
Broadband and Digital Infrastructure Gap Analysis 2 8 20 40 70 $15,030 Conceptual City-wide Fiber Network Design 2 4 20 20 46 $10,050 Preliminary City-wide Broadband Project List 4 8 20 20 52 $12,000 Review City Comments 4 16 16 36 $9,700
Task 4 - Alisal Neighborhood Fiber Network Design 478 $103,870 $0 $103,870 Prepare Project Base Map 4 12 40 56 $11,360
35% Design 4 8 20 40 4 76 $16,300
Review City Comments 2 2 4 8 $1,780
65% PS&E 8 20 40 100 4 172 $37,080
Review City Comments 4 8 8 20 $4,420
90% PS&E 8 8 20 40 4 80 $17,840
Review City Comments 4 4 8 16 $3,560
100% FINAL - Bid Ready Documents 4 12 10 20 4 50 $11,530 Task 5 - Alisal Neighborhood Wi-Fi Network Preliminary Design 366 $82,450 $10,900 $93,350 Technology Research and Public Private Partnership Outreach 8 8 20 20 56 $13,540 Preliminary PG&E Outreach - up to two meetings 2 8 8 8 26 $6,370 PG&E Negotiations Support (OPTIONAL) 4 8 20 20 52 $12,000 Structural Analysis (OPTIONAL) 4 8 20 40 72 $15,800
Conceptual Network Graphic and Network Requirements 4 8 20 20 52 $12,000 $10,000 Preliminary Network Design 2 8 20 40 4 74 $15,530
Preliminary Cost Estimate 2 4 8 16 4 34 $7,210
Task 6 - Implementation Plan 242 $56,610 $300 $56,910
Operations and Maintenance Plan 4 8 20 20 4 56 $12,500
Governance Model Alternatives Analysis 4 8 18 32 62 $13,850 Research Funding Opportunities 4 8 16 40 68 $14,940
Public Private Partnership Negotiations Support (OPTIONAL) 16 8 8 8 40 $11,760 Review City Comments 4 4 8 16 $3,560
Task 7 - Broadband Master Plan 180 $41,360 $300 $41,660 DRAFT Broadband Master Plan 8 20 20 40 88 $20,880
City Comments 4 8 16 28 $5,940
FINAL Broadband Master Plan 8 8 20 20 8 64 $14,540
Total Hours 110 286 494 826 76 232
Billing Rate $385 $295 $215 $190 $125
$399,370 $12,600 $411,970TOTAL
City of Salinas
Salinas Broadband Master Plan and Alisal Neighborhood Broadband Fiber Network Design 10/28/2022-v2
Task
Staff
Total Hours Total Labor Expenses
(est.) Total Cost
Page | 1

RESOLUTION NO. 22593 (N.C.S.)

A RESOLUTION TO: 1) AUTHORIZE THE CITY MANAGER TO EXECUTE ALL

AGREEMENTS AND ANY REQUIRED DOCUMENTS WITH THE CALIFORNIA

PUBLIC UTILITIES COMMISSION FOR THE LOCAL AGENCY TECHNICAL ASSISTANCE GRANT PROGRAM; 2) AUTHORIZE THE ACCEPTANCE OF LOCAL AGENCY TECHNICAL ASSISTANCE GRANT FUNDS OF $470,304; AND 3) AUTHORIZE THE ESTABLISHMENT OF A NEW CIP ACCOUNT “ALISAL BROADBAND STRATEGIC PLAN” APPROPRIATION TOTALING $470,304 AND

CORRESPONDING REVENUE BUDGET FOR THE ALISAL BROADBAND
STRATEGIC PLAN WITH NO MATCHING FUNDS REQUIRED.

WHEREAS, the City of Salinas City Council approved a Resolution on November 5, 2019, accepting the Alisal Vibrancy Plan as a key strategic planning document; and

WHEREAS, a goal within the Alisal Vibrancy Plan is to improve internet capabilities; and

WHEREAS, the Local Agency Technical Assistance (LATA) grant program provides funding to assist California’s local agencies and tribes in their efforts to provide high-speed broadband to unserved Californians; and

WHEREAS, the City of Salinas applied for and has been awarded $470,304 of grant funds to develop the Salinas Broadband Master Plan and Alisal Neighborhood Broadband Fiber Network Design; and

WHEREAS, Staff is recommending City Council approve the acceptance of grant funds and authorize the City Manager to execute all grant agreements and any amendments.

NOW, THEREFORE, BE IT RESOLVED that the Salinas City Council approves a Resolution to authorize the City Manager to execute all agreements and any required documents with the California Public Utilities Commission for the Local Agency Technical Assistance Grant Program; and

BE IT FURTHER RESOLVED that the Salinas City Council approves a Resolution to authorize the acceptance of Local Agency Technical Assistance Grant funds in the amount of $470,304; and

BE IT FURTHER RESOLVED that the Salinas City Council approves a Resolution to Authorize the establishment of a Special Const Assist – Fed & St Fund appropriation totaling $470,304 and corresponding revenue budget with no matching funds required.

DocuSign Envelope ID: 4C151233-3D99-4DBE-A5D3-5A8DC675C245 Page | 2

PASSED AND APPROVED this 21st day of February 2023, by the following vote:

AYES: Councilmembers Barrera, Gonzalez, McShane, Osornio, Rocha, Sandoval and Mayor Craig

NOES: None

ABSENT: None

ABSTAIN: None

APPROVED:

_______________________
Kimbley Craig, Mayor

ATTEST:

____________________________
Patricia M. Barajas, City Clerk
DocuSign Envelope ID: 4C151233-3D99-4DBE-A5D3-5A8DC675C245

City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#23-185, Version: 1
City Hall Emergency Roof Repair
Approve a Resolution authorizing procurement by negotiated contract pursuant to City Code Section 12-27 for the Salinas City Hall Emergency Roof Repair and authorize the City Manager to execute a construction contract.

City of Salinas Printed on 3/29/2023Page 1 of 1
powered by Legistar™

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CITY OF SALINAS

COUNCIL STAFF REPORT

DATE: APRIL 4, 2023
DEPARTMENT: PUBLIC WORKS, FIRE, COMMUNITY DEVELOPMENT
FROM: JIM PIA, ASSISTANT CITY MANAGER

DAVID JACOBS, PE, PLS, DIRECTOR
BY: JONATHAN ESTEBAN, ASSISTANT ENGINEER

ADRIANA ROBLES, PE, CFM, CITY ENGINEER
TITLE: CITY HALL EMERGENCY ROOF REPAIR

RECOMMENDED MOTION:

A motion to approve a Resolution authorizing procurement by negotiated contract pursuant to City Code Section 12 -27 for the Salinas City Hall Emergency Roof Repair and authorize the City Manager to execute a construction contract with a n authorized WeatherWeld installer in the amount of $646,271.00.

BACKGROUND:

Recent storms have amplified the extensive deferred maintenance of the City Hall roof, requiring emergency repair to halt further damage. City staff have reported nearly a dozen leaks throughout City Hall impacting workplace conditions and causing damage to ceiling tiles, walls, flooring, and electronic equipment. With the extensive winter rain this season, the urgency to get the roof repaired has turned into a significant emergency. Staff members have been relocated based on damages within City Hall, and some areas now cannot be fully occupied without further environmental testing, including asbestos testing and mold elimination. It is important for the roof to be scheduled for repair immediately.

Immediately after the emergency roof repair, scheduling will be made to remediate the environmental hazards that continue to exist within the building, as well as work to include other building upgrades, including the heating, ventilating, and air -conditioning (HVAC) systems, as well as an effort to improve building safety.

In response, staff contacted the four (4) local contractors and one (1) specialty company to provide estimates to repair the entire 1st floor and 2nd floor roof at City Hall.

1. Scudder Roofing

2. Prestige Roofing

3. Primo Roofing

4. Knox Roofing

5. WeatherWeld
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Of the listed companies, Scudder Roofing, Prestige Roof ing, and WeatherWeld provided quotes.

The quotes provided by Scudder Roofing and Prestige Roofing did not meet the scop e requirements. WeatherWeld provides a specialty product for a seamless roof membrane to prevent leaks with minimal maintenance and a 40-year warranty which will reduce cost of future maintenance. Cracks or damage to the membrane will also be visible unlike the existing tar and gravel roof that conceals cracks making locating leaks nearly impossible.

City staff received p roposals from three (3) WeatherWeld authorized installers including McDonnell Roofing Inc, 4 Seasons Roofing Inc, and FC & Sons Roofing Inc.

WEATHERWELD PROPOSALS

AUTHORIZED CONTRACTOR PROPOSAL COST
McDonnell Roofing Inc. $788,500.00
4 Seasons Roofing Inc. $795,980.00
FC & Sons Roofing Inc. $646,271.00

Based on the proposals received, staff recommends FC & Sons Roofing Inc. in the amount of $646,271.00.

Given the emergency nature of the current condition, particularly the effects on employees and visitors to City Hall and the potential for harm to their health caused by the leaks and attendant mold growth, the response from contractors and pursuant to Salinas Municipal Code Section 12- 27 staff is requesting approval by negotiated contract without low -bid competitive pricing to WeatherWeld as this is more likely to serve the best interest of the City and yield the best value to the City for the required work.

CEQA CONSIDERATION:

The City of Salinas has determined that the proposed action is categorically exempt from environmental review under the California Environmental Quality Act (CEQA) (CEQA Guidelines Section 15301).

STRATEGIC PLAN INITIATIVE:

This project addresses the current City Council’s Goals of Operational Efficiency and Public Safety.

DEPARTMENTAL COORDINATION:

The Public Works Department is collaborating with Legal, Administration and Finance Departments during this emergency procurement process.

FISCAL AND SUSTAINABILITY IMPACT:

The total project funding for 3911.50.8170 – Adaptations to City Hall is $4,952,918.00.

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ANTICIPATED COSTS
Description Anticipated Expenditure
WeatherWeld Approx. Cost $646,271.00
Contingency (15%) $96,941.00
Direct Project Cost Subtotal $743,212.00
Inspection (5%) $32,314.00
Administrative Overhead $50,000.00
City Staff Project Management and Admin. (5%) $32,314.00 Soft Project Cost Subtotal $114,628.00
Project Direct Costs $753,212.00
Project Soft Costs $114,628.00
TOTAL PROJECT COSTS $857,840.00
Based on the tabulation above, sufficient funds will be available to proceed with the construction for this project. The money to be used for this emergency expenditure will come from the Council- designated American Rescue Plan Act federal funding (ARPA).

ATTACHMENTS:

Resolution

Page | 4
RESOLUTION NO.____________(N.C.S.)

A RESOLUTION AUTHORIZING CITY HALL EMERGENCY ROOF REPAIR WHEREAS, maintenance to the City Hall roof has been deferred for many years and damage to it has been amplified by recent storms; and
WHEREAS, the multitude of leaks throughout Salinas City Hall impact s workplace conditions and causes additional damage to existing facilities and equipment; and WHEREAS, staff contacted four (4) local companies and one (1) specialty company to provide estimates to repair the entire 1st floor and 2nd floor roof at City; and WHEREAS, of the responsive companies, the WeatherWeld product was viewed to yield the best value for the City; and
WHEREAS, negotiating a contract with an authorized WeatherWeld i nstaller will best serve the emergency situation and be in the best interests of the City; and WHEREAS, City received three (3) proposals from authorized WeatherWeld installers including McDonnell Roofing Inc, 4 Seasons Roofing Inc, and FC & Sons Roofing Inc in the amounts of $788,500, $795,980, and $646,271, respectively; and WHEREAS, City staff recommends FC & Sons Roofing Inc to perform the work, the lowest of the three authorized WeatherWeld installers; and WHEREAS, City Code Section 12 -27, allows p rocurement by negotiated contract with City Council approval.

NOW, THEREFORE, BE IT RESOLVED that the Salinas City Council authorizes procurement by negotiated contract pursuant to City Code Section 12-27 for the Salinas City Hall Emergency Roof Repair; and
BE IT FURTHER RESOLVED that the City Manager is hereby authorized and directed on behalf of the City of Salinas to execute a contract with FC & Sons Roofing Inc., an authorized WeatherWeld installer, for said work.

PASSED AND APPROVED this 4th day of April 2023 by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

Page | 5
APPROVED:

______________________________
Kimbley Craig, Mayor

ATTEST:

_______________________________
Patricia M. Barajas, City Clerk

CITY OF SALINAS

CITY HALL

UPPER & LOWER ROOFS
Measurements are from aerial survey and do not include roof slope or parapet walls.

This image is for internal use and not to be used for bidding.

Prepared for:

Jonathan Esteban
City of Salinas
[email protected]
(831) 758-7234
Prepared by:

Kody Berry
Technical Manager
[email protected]
(909) 477-1842
Scan QR Code
Video / More Information / Next Steps

R O O F I N G M A D E S I M P L E
Roof Management Report
1 BUILDING SUMMARY

ROOFTOP INSPECTION

BUILDING INFORMATION
OWNER:

BUILDING:

ADDRESS:

CONTACT:

EMAIL:

PHONE:

INSPECTION DATE: CORE SAMPLE:

INSPECTION TYPE: DECK CONDITION:

ROOF LEAK DATA: SOURCE:

AGE
SQ. FT.
(INCLUDING

PARAPET
WALLS)

ACCESS SLOPE HEIGHT

EXISTING ROOF TYPE RATING
DECK:

FIELD – EXISTING ROOF:

FIELD SEAMS – EXISTING ROOF:

PERIMETER – EXISTING ROOF:

WALLS:

DRAINS:

SKYLIGHTS:

COUNTER FLASHING:

DEBRIS ON ROOF:

PONDING WATER:

TYPE LAYERS THICKNESS ATTACHMENT

MECHANICAL

ROOF SYSTEM
DECK:

INSULATION:

EXISTING:

DETAILS:

PERIMETER:

TYPE
LINE ITEMS:

NAME QTY

APPROX LINE

ITEM COST
TOTAL
WEATHERWELD ROOF SYSTEM APPROXIMATE TOTAL (+/-15%) WARRANTY LENGTH 40 YEARS
FT

QUANTITY
PERIMETER FLASHING:

DRAINAGE:

ROOFTOP EQUIPMENT/ACCESSORIES
MECHANICAL EQUIPMENT:

PENETRATIONS:

SKYLIGHTS:
9757 7th St Suite 803 Rancho Cucamonga, CA 91730 (888) 440-3224 ADDITIONAL ROOF:
2 Salinas City Hall Upper Section 2/10/2023
1 This aerial photo shows all sections of the building. The aerial map includes GPS dimensions of the buildings that are included in this report. The areas are outlined in red boxes. These dimensions are the area and size basis of
this report.

Measurements are from aerial survey and do not include
roof slope. This image is for internal use and not to be used for bidding purposes.

Project: Salinas City Hall Upper Section
Date: 2/7/2023, 9:49am
Creator: Nathen Berry
Tags: building 1
2 This aerial photo shows all sections of the building.

Project: Salinas City Hall Upper Section
Date: 2/7/2023, 9:33am
Creator: Nathen Berry
3 The roof was core tested to determine the components of the rookng system from the dec• up.

The roof assembly for this building consists of a:

R Metal Loof Dec•
R 8ightweight Concrete
R Built Up Gravel
Project: Salinas City Hall Upper Section
Date: 2/7/2023, 9:0Iam
Creator: Nathen Berry
Section 1 Salinas City Hall Upper Section

3 Salinas City Hall Upper Section 2/10/2023
4 Built up roofs are covered with gravel to protect the as- phalt against the sun. 'n theory, itWs a great idea. But when the roof lea•s, trying to knd them becomes a nightmare.

This is why OeatherOeld seamless roof reinforcement
was designed, to encapsulate gravel surfaced roofs and
ma•e them one seamless piece.

Project: Salinas City Hall Upper Section
Date: 2/7/2023, 9:02am
Creator: Nathen Berry
5 Loof drains are bloc•ed with debris. 't is recommended to •eep the roof clear of debris, especially around drains.

This should become a S<P before each rain.

Project: Salinas City Hall Upper Section
Date: 2/7/2023, 9:03am
Creator: Nathen Berry
6 Project: Salinas City Hall Upper Section
Date: 2/7/2023, 9:00am
Creator: Nathen Berry
Section 1 Salinas City Hall Upper Section
4 Counter flashing is low. It is recommended to replace counter flashing during roof work.

Salinas City Hall Upper Section 2/10/2023
7 The perimeter of this building consist of a stucco parapet wall with a concrete paver coping. The roof terminates
at the parapet wall transition with a sheet metal counter =ashing installed approximately I inches above the roof line. Counter =ashing for this type can be a source of roof lea•s considering the area above the sheet metal is not waterproof. 't is recommended to encapsulate the entire wall with the rookng membrane extending all the way to
the outside edge of the wall.

Project: Salinas City Hall Upper Section
Date: 2/7/2023, 9:02am
Creator: Nathen Berry
8 Oall panel corrosion in the facia below the edge =ash- ing could be lea•ing into the building. This was recently painted by maintenance crews. This should be addressed
prior to roof wor•.

Project: Salinas City Hall Upper Section
Date: 2/7/2023, 9:03am
Creator: Nathen BerrySection 1 Salinas City Hall Upper Section 5 WHAT DOES THIS ROOF NEED TO STAY WATERTIGHT?

CITY OF SALINAS - CITY HALL, UPPER ROOF
If your existing roof is in serviceable condition and targeted maintenance will solve roof leaks for the long term, it’s recommended to repair the roof and not spend additional money on roof reinforcement or a new roof system.

If maintaining the roof once with targeted maintenance will not keep the building watertight, reinforcing the existing roof with WeatherWeld is the next step.

Certain conditions dictate that the existing roof may not be able to be reinforced. In this case, roof removal would be required.

TARGETED MAINTENANCE

REINFORCE EXISTING ROOF
REMOVE ROOF – INSTALL NEW ROOF SYSTEM
It is recommended to perform regular maintenance on this roof using a targeted maintenance plan to repair/seal areas of the roof that could be leaking. WeatherWeld can be installed by hand for small repairs to the existing roof. The owner/facilities manager can perform repairs on their own, or have an approved contractor install WeatherWeld out of buckets. WeatherWeld’s Technical Representative will help create a scope of work and assist in creating a plan to get the roof watertight under the targeted maintenance plan.

WeatherWeld is the perfect solution to eliminate the roof leaks on this building. The existing roof can stay in place, and a WeatherWeld roof reinforcement coating system will be installed directly over the existing roof making the entire roof seamless from the top of the parapet wall to the bottom of the drain. This will eliminate all roof leaks. By installing a WeatherWeld roof on this building, the facilities team will have a leak free roof that will require no maintenance for the life of the warranty. You get the benefit of WeatherWeld encapsulating the ductwork and equipment issues all at once. The finished roof will have a white “cool roof” title 24 compliant surface.

The following cases indicate that a roof needs to be removed:

1. The building has more than one roof system installed—building code only allows a maximum of two roof systems to be installed on a building.

2. If there is trapped moisture in the roof system

3. Building modernization requires exposing the roof deck

4. Roof drainage needs improvement

5. Roof deck replacement is required on a large scale.

REINFORCE EXISTING ROOF (SILICONE ROOFS)
Silicone coatings are not compatible with typical roofing materials. The only thing that sticks to silicone, is silicone. The best solution for silicone coated roofs is to tear the roof and start over.

When removal is not possible, a new roof system can be installed over the existing roof. For coated standing seam metal, flute fill insulation can be mechanically installed, and a new seamless roof system installed creating a flat roof.

Remove top roof layer, leave the original roof in place. In some cases, the original roof system would be a candidate for WeatherWeld roof reinforcement and would count as a roof coating system. For this instance, remove only the top layer, leaving the original roof system. Once the top roof is removed, prepare the original roof, and install WeatherWeld seamless roof reinforcement.

REMOVE TOP ROOF LAYER – INSTALL NEW ROOF SYSTEM
REMOVE EXISTING ROOF – REUSE EXISTING INSULATION
Remove the existing roof and reuse existing insulation. If roofing systems requires removal but existing roof insulation can be reused. Attach a ½” gypsum substrate board and install a WeatherWeld new roof reinforcement system.

X
6 BUILDING SUMMARY

ROOFTOP INSPECTION

BUILDING INFORMATION
OWNER: CITY OF SALINAS
BUILDING: City Hall – Lower Section
ADDRESS: 200 Lincoln Ave. Salinas, CA 93901
CONTACT: Jonathan Esteban
EMAIL: [email protected]
PHONE: (831) 758-7234
INSPECTION DATE: 2/7/2023 CORE SAMPLE: YES
INSPECTION TYPE: VISUAL DECK CONDITION: POOR
ROOF LEAK DATA: OWNER SOURCE: VISUAL
AGE
SQ. FT.
(INCLUDING

PARAPET
WALLS)

ACCESS SLOPE HEIGHT
15+ YEARS 14,770 INTERNAL
STAIRWAY ¼”-12 20 FT

EXISTING ROOF TYPE RATING
DECK: POOR
FIELD – EXISTING ROOF: POOR
FIELD SEAMS – EXISTING ROOF: POOR
PERIMETER – EXISTING ROOF: POOR
WALLS: POOR
DRAINS: POOR
SKYLIGHTS: N/A
COUNTER FLASHING: POOR
DEBRIS ON ROOF: YES
PONDING WATER: YES

ROOF SYSTEM TYPE LAYERS ATTACHMENT THICKNESS
DECK: METAL 1 ½”+
INSULATION: LIGHTWEIGHT - ½”+
EXISTING: BUILT UP
GRAVEL 1 ½”+
ADDITIONAL ROOF: HOT MOP BUR ½”+
DETAILS:

PERIMETER: CONCRETE PARAPET WALLS
PERIMETER FLASHING: COUNTER FLASHING & COPING CAP
DRAINAGE: FLUSH MOUNT DRAINS

ROOFTOP EQUIPMENT/ACCESSORIES TYPE QUANTITY
MECHANICAL EQUIPMENT: CURB MOUNTED AC 1
PENETRATIONS: PIPES 10+
SKYLIGHTS: N/A -
LINE ITEMS:

NAME QTY APPROX LINE

ITEMS COST
TOTAL
WEATHERWELD ROOF SYSTEM WARRANTY LENGTH APPROXIMATE TOTAL (+/-15%) NCNN-1B-16-30-A 40 YEARS
7 $295,400
Salinas City Hall Lower Section 2/10/2023
1 This aerial photo shows all sections of the building. The aerial map includes GPS dimensions of the buildings that are included in this report. The areas are outlined in red boxes. These dimensions are the area and size basis of
this report.

Measurements are from aerial survey and do not include
roof slope. This image is for internal use and not to be used for bidding purposes.

Project: Salinas City Hall
Date: 2/7/2023, 9:49am
Creator: Nathen Berry
2 This aerial photo shows all sections of the building.

Project: Salinas City Hall
Date: 2/7/2023, 9:33am
Creator: Nathen Berry
3 The existing roof assembly was tested using a diagnostic core cut to determine the roof layers, insulation types, if any, and the deck type.

This photo shows the results of the core test and a photo of the existing roof assembly from the deck up.

The roof assembly for this building consists of:
• Metal Roof Deck
• Lightweight Concrete
• Built Up Gravel
Project: Salinas City Hall
Date: 2/7/2023, 8:37am
Creator: Nathen Berry
Section 1 Salinas City Hall
8 Salinas City Hall Lower Section 2/10/2023
4 Roof drains are blocked with debris. It is recommended to keep the roof clear of debris, especially around drains.

This should become a SOP before each rain.

Project: Salinas City Hall
Date: 2/7/2023, 8:53am
Creator: Nathen Berry
5 There are several seams on this roof, allowing water in- trusion. This area has been repaired by a roo’ng contrac- tor with built-up roo’ng material. This is not solving the problem, in fact, itqs making it worse, leaving the trapped water in the roof system, re=uiring tear off.

Project: Salinas City Hall
Date: 2/7/2023, 8:28am
Creator: Nathen Berry
6 Sheet metal coping is installed at tops of parapet walls.

Most common roof leaks from coping metal include un-
sealed joints and unsealed fasteners. Deterioration of the sheet metal is a concern. Based on the visual inspection, it is recommended replace sheetmetal coping during roof work.

Project: Salinas City Hall
Date: 2/7/2023, 8:28am
Creator: Nathen Berry
Section 1 Salinas City Hall
9 Salinas City Hall Lower Section 2/10/2023
7 Openings, or cracks in metal >ashings allow water intru- sion into the building.

There are a couple factors why this could be happen-
ing, fastening patterns may not be ade=uate for the wind speeds in the area. This would also be due to building
movement, or installation errors.

It is recommended to replace all >ashings during roof
work.

Project: Salinas City Hall
Date: 2/7/2023, 8:52am
Creator: Nathen Berry
8 Deteriorating coatings and sealants are causing the
sheet metal flashing to deteriorate.

It is recommended to replace all flashings during roof
work.

Project: Salinas City Hall
Date: 2/7/2023, 8:53am
Creator: Nathen Berry
9 Rooftop e=uipment consist of curb mounted air condi-
tioner units. There are several pipes that run along the roof deck that are supported by wood blocks. Roof appli- cations will be installed to the e=uipment >ashing at roof curbs, and new blocks will be installed under pipes.

Project: Salinas City Hall
Date: 2/7/2023, 8:54am
Creator: Nathen Berry
Section 1 Salinas City Hall
10 Salinas City Hall Lower Section 2/10/2023
10 It appears that a roo’ng contractor is installing a roof over the existing. Our test cut shows the insulation is wet, and installing a roof over wet insulation is not troublesome.

Project: Salinas City Hall
Date: 2/7/2023, 8:54am
Creator: Nathen Berry
Section 1 Salinas City Hall

11 WHAT DOES THIS ROOF NEED TO STAY WATERTIGHT?

CITY OF SALINAS - CITY HALL, LOWER ROOF
If your existing roof is in serviceable condition and targeted maintenance will solve roof leaks for the long term, it’s recommended to repair the roof and not spend additional money on roof reinforcement or a new roof system.

If maintaining the roof once with targeted maintenance will not keep the building watertight, reinforcing the existing roof with WeatherWeld is the next step.

Certain conditions dictate that the existing roof may not be able to be reinforced. In this case, roof removal would be required.

TARGETED MAINTENANCE

The following cases indicate that a roof needs to be removed:

1. The building has more than one roof system installed—building code only allows a maximum of two roof systems to be installed on a building.

2. If there is trapped moisture in the roof system

3. Building modernization requires exposing the roof deck

4. Roof drainage needs improvement

5. Roof deck replacement is required on a large scale.

12 WHY ROOFS FAIL

WHY DOES THE EXISTING ROOF FAIL?

Roofing systems fail for various reasons in a western climate like California. The following are examples of common failures.

Physical Effects
• UV Exposure: The primary reason for roofing failure is UV exposure. The Sun deteriorates roofing membranes faster than other climate regions.
• Thermal expansion and contraction: with an average temperature swing of 30 degrees, buildings cycle a minimum of 2 times a day.

Over time, this creates concentrated stress on roofing materials. • Age: All roofs deteriorate with age. When you combine the factors above, roofs dry out and become brittle, seams degrade, and roof systems lose the ability to keep the building waterproof.

Existing Roof Types and Common Issues

Built-up roof: layers of felt saturated in asphalt is one of the oldest types of roofing. As built-up roofs age, UV exposure dries out asphalt, making it brittle. This causes the roof to lose strength and elongation after approximately 10 years.

The following observations can help determine the condition of built-up roofs through visual inspection:
• Micro granules piled up near roof drains
• Exposed fiberglass felt in the field of the roof
• Ridging, buckling, or blistering in the roof system.
• Material shrinkage at intersections and base flashings

Modified built-up roofs have the same observations above and close inspection could show UV damage creating micro fractures in the roof membrane.

Gravel surfaced built-up roofs have the same observations above except damage is hidden due to the roof being covered with loose gravel—inspect carefully.

Single ply roofs: thin layers of plastic rolled out, creating a plastic membrane, must be seamed/welded by hand in the field. Rolls are designed to be installed on flat surfaces with no penetrations. Material ranges between 30 and 70 mills (extremely thin), depending on plastic membrane type. The life cycle of plastic roof membranes varies drastically on the type of plastic and the location where material is installed.

A perfectly installed single ply in perfect climate might last 20 years. However, results are not typical, and life cycle varies. Single ply roofs fail for various reasons. The following observations can help determine the condition of single ply roofs through visual inspection:
• Chalking or cracking on the surface of the membrane
• Loose or delaminated seams
• Exposed scrim/fabric reinforcement
• Burn through at roof fasteners (discoloration at fasteners and plates) • Fluttering of membrane in windy conditions
• Discoloration and other types of surface changes in plastic membrane • Material shrinkage at intersections and base flashings

Foam and coating roofs: Spray applied foam relies on the surface coating to protect the foam underneath. As soon as the thin surface coating wears away, foam absorbs water and basically turns it into a sponge. Foam roofs require recoating the foam on a maintenance plan (5-10 years). Foam should be considered a roof maintenance system because these types of roofs are only as watertight as the thin coating on top. The following observations can help determine the condition of foam roofs through visual inspection:
• Deterioration of surface coating exposing foam insulation underneath • Blisters in foam layers
• Wet sponge-like areas where water is saturated into foam insulation • Holes in roof where animals peck holes in roof surface • Uneven application inhibiting water drainage

Metal roofs: roofs with standing seam or corrugated metal rely on overlapped/crimped sheet metal panels to remain watertight. In most cases, sheet metal panels are not the cause of roof leaks. Building movement, UV deterioration of waterproofing seals, and unsealed fasteners create roof leaks. In rare occurrences, oxidation or deterioration of surface coatings corrodes the sheet metal creating rust and holes in the panel itself. The following observations can help determine the condition of metal roofs through visual inspection:
• Exposed sheet metal seams
• Failed repair material seals at seams, penetrations, and joints • Backed out fasteners with deteriorated rubber gaskets • Oxidation/rust in panels

HOW DO I KNOW WHEN TO REPLACE MY ROOF?

If the roof can be repaired to get the roof watertight, repair the roof. If repair won’t solve all the roof problems or repair would be too extensive, roof reinforcement of the entire roof is recommended.

In some cases, legally or structurally, where the roof cannot be reinforced, removal may be required to start with a new roof system.

13 OPTIONS

WHAT ARE THE OPTIONS FOR REPLACEMENT OF MY ROOF?

Remove and replace the entire roof system
Most roofs with only one layer installed do not require removal. A roof needs to be removed only if there is underlying deck damage, moisture, or design defect in the existing roof system. Buildings that have two roof systems/layers installed, must be removed because building code doesn’t allow more than two layers of roofing on a building. Roof removal also requires a minimum R-Value requirement to meet CA Title 24. This cost could be significant considering the cost of removal and flashing height increases, plus the cost of disruption to the building and its occupants. This is the worst-case scenario and only recommended when required.

Reinforce the existing roof
Your existing roof leaks because the roofing system has lost its ability to keep the roof watertight. This could be due to uv exposure, moisture in the roofing system, failing seams, or improper installation from the start. Overall, most roofs over 10 years old have lost the strength required to remain watertight.

Seamless Roof Reinforcement is stronger than the existing roof was when it was new. WeatherWeld takes place of the existing roof, creating a seamless reinforced membrane designed to encapsulate most existing roofs from the top of a wall continuously into the drain, making roof leaks impossible.

OTHER ROOFING OPTIONS - WHATS THE DIFFERENCE?

“ROOF RESTORATION”
There is no such thing. Age affects roofs the same way it affects people and everything else. You can’t make something old into something new. Plasticizers will not regenerate within the materials, and the tensile strength lost through cycle fatigue will not return. The laws of physics always trump the promises of marketing. Cool roof coatings and “restoration” products are marketing hoaxes—they can’t penetrate the existing substrate matrix at any meaningful depth and are not thick enough to be resilient long term.

COATINGS
Elastomeric and silicone are another false hope. Coating a roof does nothing but cover the roof in its existing condition with a layer of paint. The “guarantees” that are issued on these systems usually cover only material, not leaks. We have seen many 50-year silicone guarantees, but have never seen a silicone roof last a warranty length still in service.

SINGLE PLY
Single ply is a product that must be patched and repaired from the start. Typical installations with TPO and PVC last less than 15 years in the Western United States. Plastic sheets must be unrolled and welded with a hot air welder at every seam. This creates the possibility for human error.

Every seam must be physically inspected because you are left with a thin sheet of plastic with miles of welds and patches on a typical roof. The sun degrades synthetic materials at unpredictable rates, and this means the lifecycle of synthetic materials are hard to judge. This is the reason why most single plies are reformulated repeatedly.

WHAT TO LOOK FOR WHEN CHOOSING A ROOF

A long-term solution to keep the roof watertight should have the following characteristics:

SEAMLESS: The existing roof leaks because it has seams. Water finds a seam and leaks into your building.

Theoretically, if a roof is seamless, there would be no place for it to leak.

STRONG: A roof must be strong enough to withstand thermal movement.

DURABLE: The seamless membrane must be resistant to rooftop traffic, debris on the roof, and rooftop equipment.

TIME TESTED: The product must have a real track record of successful performance in real life applications, not just accelerated weathering tests in a lab. Note that most single ply and coatings have not been around for a warranty period.

GUARANTEED: An NDL warranty that covers labor, material, and repairs, for the life of the warranty. Most warranties cover material but not labor; the fine print with warranty exclusions lets manufacturers escape liability.

AFFORDABLE: Add up the cost of the roof, including maintenance and replacement over 40 years. Why 40 years? Because most buildings will be here 40 years from now. When you choose roof systems that are designed to last with minimal maintenance, the lifecycle cost is lower.

14 WeatherWeld is a roof designed to withstand the elements and provide a leak free roof for generations. More than 30 years ago, WeatherWeld created a seamless roof system designed to reinforce existing roofs by combining the strongest long-lasting materials in the world. By combining ceramic emulsion and intertwined fiberglass together, the seamless membrane encapsulates the entire roof from the top of the wall to the bottom of the drain.

CHARACTERISTICS OF WEATHERWELD
SEAMLESS: WeatherWeld makes your roof one seamless encapsulated membrane.

STRONG: WeatherWeld is reinforced with unbelievable amounts of long strand fiberglass, which creates a membrane that you can literally drive a truck on.

DURABLE: WeatherWeld is resistant to rooftop traffic and damage.

ROBUST: WeatherWeld is thick and durable; when you see it, you’ll be able to tell why it lasts so long.

TIME TESTED: WeatherWeld is one of the only roofs in the world that has lasted a warranty length and is still in excellent condition; 30+ years and still doing its job of keeping buildings watertight.

GUARANTEED: The real warranty in a roof is in the product. Don’t buy based on marketing materials. Rather, buy a product that you can see will last. WeatherWeld comes with an industry leading 40-year NDL warranty that’s simple: “IF IT LEAKS, WE FIX IT.”
AFFORDABLE: The cheapest most cost-effective way for you to have a leak-free roof for generations, is to buy the right roof the first time; a roof that won't require maintenance or replacement.

SAFE: Using environmentally friendly materials that are water based, there is very little smell and disruption during installation. Most school and healthcare clients install WeatherWeld when buildings are occupied, with no complaints.

WHAT YOU GET WHEN YOU BUY
WeatherWeld:
• Is ¼” thick, made of strong and durable materials.

Coatings and restoration systems are thin and weak
• Comes with a 40-year NDL warranty.

Coatings and restoration systems offer warranties between 10 and 20 years, and they HAVE EXCLUSIONS for your type of roof.
• Is seamless. It’s one encapsulated piece from the top of the wall to the bottom of the drain.

Coatings and restoration systems are reinforced with a thin weak piece of polyester; some are not even reinforced.

Unreinforced means not strong, and roof movement will continue (this means the roof will still leak). • Comes with turnkey support. With WeatherWeld, you get a dedicated technical team that is available 24/7 to ensure your WeatherWeld roof will last for generations. You get everything from reports, diagnostics, on-site inspections, etc.

Coatings and restoration companies either have zero technical support or they charge for inspection and services—you deserve a simple process from start to finish.
• Is simple to repair. When you need to put new equipment or penetrations on the roof, repairing WeatherWeld is simple. WeatherWeld repair is available in a bucket that you or your maintenance team can install by hand. Simply contact us, and problem solved!
• Requires no maintenance. All you have to do is keep the drains clear.

15 BUDGET

CITY OF SALINAS – CITY HALL, UPPER & LOWER ROOFS

The roof budget below is designed to give a building owner or facilities managers a budget, or a range of what a roof system should cost. WeatherWeld is a roof system manufacturer, and we do not provide full roof installations as a contractor. This budget is based on an approximate estimate of what a licensed and approved WeatherWeld contractor will bid for the roof project including labor, material, warranty, and ancillary services. Actual budgets and pricing may vary based on material price increases, availability, and contractor profit margins.

BUDGETS ARE ESTIMATE RANGES AND MAY VARY BY +/- 15%

UPPER ROOF LOWER ROOF TOTAL

WEATHERWELD
SPECIFICATION R-1P-16-45-A NCNN-1B-16-30-A
WARRANTY LENGTH 40 YEARS 40 YEARS
APPROX. ROOF AREA (INCL
PARAPET WALLS) 9,855 14,770 24,625
PRICE PER SQ FT $17 $20

LINE-ITEM TOTAL
GRAND TOTAL $167,535 $295,400 $462,935

APPROXIMATE PRICE PER FOOT INSTALLED FOR 40 YEAR ROOF SYSTEM

$ 18.80 PER FOOT

APPROXIMATE TOTAL FOR ROOFING PROJECT IF ROOFED AT THE SAME TIME

$462,935

LIMITATIONS

The content of this report represents the author’s opinion and is based on limited observation. It should be understood that there is NO GUARANTEE OR WARRANTY, EXPRESSED OR IMPLIED, connected with this report. We cannot assume any liability for damages which may result from any conditions which this report might not disclose.

This report is prepared for the CONFIDENTIAL and EXCLUSIVE use of our client. Conditions observed and noted are not inclusive of every situation, but of typical and specific conditions. Note: Measurements are from aerial survey and do not include roof slope or parapet walls. Images with measurements are for internal use and not to be used for bidding purposes. Actual measurements must be verified on site by bidding contractor. Budgets are estimates and actual bids will vary based on contractor bidding, material prices, inflation, and availability. WeatherWeld or Liquiform Technologies is manufacturer of roofing systems, not a licensed roofing contractor.

LIQUIFORM TECHNOLOGIES INC. 9757 7TH STREET. SUITE 803. RANCHO CUCAMONGA CA. 91730. (888) 440-3224. www.weatherweld.com

PROJECT PROFILES

University of California, Riverside
WeatherWeld R-16-30-A
Warranty 30 Year NDL
Menifee Union School District School
WeatherWeld R-16-30-M-A
Warranty 30 Year NDL

Anaheim Convention Center
WeatherWeld R-1P-16-45-A & R-16-30-A
Warranty 30 Year NDL
Pomona Valley Hospital
NCNN-1B-16-30-A
Warranty 40 Year NDL

Long Beach Main Library
WeatherWeld R-16-30-A
Warranty 20 Year NDL
State of California Water Resources Building
WeatherWeld W-R-1P-16-45-A
Warranty 20 Year NDL

17 ROOF REINFORCEMENT SYSTEMS R-1P-16-45-A 40 YEAR WARRANTY 9757 7th St. #803 Rancho Cucamonga, CA 91730
(888) 440-3224 www.weatherweld.com

a division of Liquiform Technologies Inc.

DESCRIPTION
WeatherWeld is a fully seamless reinforced roof system that is designed to reinforce existing roof systems such as gravel surfaced built up roofs.

WeatherWeld is made to be the strongest roof system on the market.

WeatherWeld created a roofing system util izing the longest lasting and strongest materials in the world combined through a patented 3D printer that creates a seamless reinforced membrane that is super strong , durable, and designed to last for generations.

The seamless roof system combines ceramic asphalt emulsion with intertwined fiberglass, which creates a seamless membrane that is virtually impenetrable.

MATERIALS
The materials used in the WeatherWeld gravel roof restoration system include:

1. Emulsion WeatherWeld Asphalt Emulsion

1. 2. Fiberglass WeatherWeld Fiberglass Gun Roving

2. 3. Polyester Ply WeatherWeld Polyester Ply

4. Base Coat WeatherWeld Base Coat

5. Top Coat WeatherWeld Title 24 Top Coat

6. Aluminum Coating WeatherWeld Aluminum Coating

7. Self-Adhering Membrane Henry Ruftac 600

8. Asphalt primer Water Based Asphalt Primer

PHYSICAL PROPERTIES
• System Weight: 2.23. per 100 sq. ft (1.01 kg) dry.

APPLICATION EQUIPMENT

1. 1. Graco 1017 Roof Pump with 500’ 1” SAE hydraulic hose

2. Towable Air Compressor with 500’ ½” air hose

3. Emulsion tanker (delivered to jobsite)

4. WeatherWeld 3D Roof Printer (handheld application machine rented from WeatherWeld on a per job basis)

5. Pressure washer

6. Water hose and water source (enough length to wrap around building)

7. Wet Mil Gauge

2. 8. General PPE

9. General roofing tools

INSTALLATION
Installation of the WeatherWeld system is accomplished in 7 steps:

1. Vacuum loose gravel.

2. Prepare existing Gravel Surfaced Built Up roof, seams, fasteners, walls, roof flashings, drains, and penetrations.

3. Install Polyester Leveling System

4. Install WeatherWeld (spray application).

5. Install reflective coating system (optional) .

1. 6. Install flashings, and additional items listed below .

7. Contact WeatherWeld Representative for final inspection.

Prior to installation, ensure that adhesion testing was conducted in accordance with WeatherWeld adhesion testing procedures to verify a minimum adhesion strength of four (4) pounds per linear inch (pli) for WeatherWeld to the applicable substrates. When calculating material requirements for a particular project, consideration must be given to applic ator variance and surface texture.

REPAIR

1. All necessary metal seam and flashing repairs must be done according to good construction practices, including the removal of all wet insulation and defective materials as identified through a moisture detect ion survey, such as an infrared scan and replacement with like materials.

2. All seams must be checked, and any loose or damaged seams or fasteners must be resealed/repaired.

3. Panels rusted through or not structurally sound must be replaced with new panels.

4. Repair blisters, holes, cuts, cracks, splits, or other surface defects with WeatherWeld materials.

PREPARATION

1. Confirm local water run-off ordinances and restrictions prior to cleaning roof.

2. Vacuum all loose gravel.

3. Carefully power wash all roof surfaces with clean water to remove debris, rust, scale, dirt, dust, chalking, peeling, or flaking coatings, etc. Do not force water into the roof system or damage roof surfaces. Rinse at least twice to be sure all cleaning agents or contaminants are completely removed to prevent adhesion issues.

4. If the roof surface becomes contaminated with dirt, dust, or other particles at any time during the application of the WeatherWeld system, cleaning measures must be taken to restore the surface to a suitable condition.

5. Ensure roof is dry prior to application.

FLASHING
NOTE: All flashings must have 500 mills DFT (dry film thickness) of WeatherWeld Composite installed extending 24” in each direction prior to completion of the project.

PERIMETER EDGE ROOF FLASHING SYSTEM : Replace perimeter edge flashing system with new.

Ensure existing roof flashings, including sheet metal flashings, base- flashings,
and drains or gutters, are in serviceable condition. If items are installed incorrectly, items should be replaced with new.

The following items are required to be in watertight condition for a WeatherWeld warranty to be issued for the project:

1. Drains and Scuppers

2. Sheetmetal Coping

3. Counter-Flashings

4. Perimeter and Edge flashings

5. Equipment Platforms and Sheetmetal Pans

6. Expansion Joints

7. Sheetmetal Ducts and Seals

8. Electrical Enclosures and Conduits

9. Transition Flashings

10. Any other item that could affect the watertight integrity of the WeatherWeld Seamless Roof System

POLYESTER LEVELING SYSTEM APPLICATION

1. Solidly embed polyester ply in 15 gal. of emulsion per 100 sq. ft. (6.1 L/m2).

2. Polyester must be brought to the top of all base flashings.

3. Allow polyester to dry to accept foot traffic prior to application of the WeatherWeld composite.

WEATHERWELD SEAMLESS ROOFING APPLICATION
Apply one layer of the composite roofing at the following ratio:

1. Asphalt Emulsion (undiluted): 30 gal. per 100 square feet (12.2 L/m2).

2. Fiberglass Reinforcement: 16 lb. per 100 square feet (0.78 Kg/m2).

• No water or other material may be added to the emulsion to thin or extend pot life.
• Fiberglass must be disbursed from the applicator in varying intertwined lengths, up to 24 inches (610mm).
• Thoroughly mix fiberglass and emulsion prior to application on roof surface.
• Any loose strands must be brushed by hand, removed or filled -in with emulsion to create a solid surface.
• Upon completion, no area may be less than 2 50 mil dry film thickness (DFT).
• Install additional material at all roof flashings, 500 mils (DFT) of WeatherWeld composite installed, extending 24” in each direction prior to completion of the project.
• Areas such as base flashings and penetrations, where
application exceeds 500 mils wet, must be brushed by hand to prevent surface crazing.

18 ROOF REINFORCEMENT SYSTEMS R-1P-16-45-A 40 YEAR WARRANTY 9757 7th St. #803 Rancho Cucamonga, CA 91730
(888) 440-3224 www.weatherweld.com

a division of Liquiform Technologies Inc.

REFLECTIVE COATING INSTALLATION *
Prior to reflective coating application, wash the roof surface with water. Do not commence application until the system has thoroughly dried, as registered by a reading of zero on a calibrated moisture meter.

1. Acrylic Title 24 Coating Application: Apply Title 24 roof coating at a minimum of 1 1/2 gal. per 100 square feet (0.6 L/m2). in each of two passes to total 3 gallons per 100 square feet (1.2 L/m2). Back rolling is recommended to ensure even coverage throughout.

2. Energy Star rated Aluminum Coating Application: Apply Aluminum coating at a minimum of 2 gal. per 100 square feet (1.0 L/m2). *Reflective coating system is optional. Refer to local codes for Title 24 or Energy Star requirements.

ROOF

ACCESSORIES (INSTALL AFTER REFLECTIVE COATING SYSTEM)
Walkway Pads (optional) or Non-Slip Walking Surface
Polymer Pipe Supports
Storm Collars on Pipes
Coping Caps and Flashings
Access Hatches and Ladders
Drain Rings and Screens

INSPECTION
Inspect entire roof area and touch-up deficient areas with WeatherWeld or reflective coating as necessary to ensure complete and uniform coverage.

Special attention should be given to critical areas of roof, including roof penetrations, transitions, existing membrane seams, flashings, and drains.

LIMITATIONS
These are general guidelines for application of the WeatherWeld Seamless Roof System. The material requirements may vary depending on the specific job requirements. If unusual conditions exist, contact your local WeatherWeld Representative.

WeatherWeld Seamless Roof Systems must be applied to structurally sound substrates and properly prepared surfaces. All surfaces must be clean and dry before application of coatings. WeatherWeld Seamless Roof Systems must not be applied over wet insulation or roofing materials. Failure of the substrate does not constitute failure of the WeatherWeld coating or system.

WeatherWeld Seamless Roof Systems are designed for use on roofs with positive drainage.

1. Product application must not be done when rain or other conditions such as fog or heavy dew are possible within a 48- hour period.

2. Roof surface must be at least 6 Fahrenheit degrees or 3 Celsius degrees above the dew point and rising. Surfaces must always be clean before application of product. Care must be taken to ensure that debris accumulation after original cleaning does not interfere with any stage of the applications. If either condition occurs, then additional cleaning may be required.

3. Drying time is affected by numerous factors, including temperature, direct

sunlight, relative humidity, air movement, thickness, etc. Higher temperature and/or humidity will result in faster cure times. Lower temperature and/or humidity may extend cure times.

4. Do not thin or add water to materials to extend pot life.

5. Proper thickness is essential to performance. The minimum coverage rate of 250 mil DFT (dry film thickness) 1/4” (.250) must be achieved throughout the entire Seamless Roof System assembly and must be verified using a wet mil gauge during application. Mult iple coats may be necessary depending on weather and time of year.

6. Deviations from these application guidelines and specific material requirements may seriously affect the roofing system performance and are strictly prohibited.

7. Applicator must comply with all applicable local, state, and federal regulations if lead-based paint or other hazardous materials are encountered.

8. Roofing is hazardous work and coatings are very slippery when wet.

Comply with fall protection rules and regulations.

9. Proper PPE including, but not limited to: Safety Glasses, Gloves, N95 Mask, Hardhat, Footwear, and Protective Clothing must be always worn.

COLD WEATHER RESTRICTIONS
Do not attempt application if ice, snow, moisture, or dew is present. Ambient temperature must be 50°F (10°C) and rising through the day. Restrict application when overnight temperature drops below 40°F (4.4°C) . Cooler temperatures will negatively impact the properties of the system. Contact your WeatherWeld Representative for proper cold weather applications.

HOT WEATHER RESTRICTIONS
Do not attempt application if moisture or dew is present. Ambient temperature must be less than 110°F (43°C). Contact Weath erWeld Representative for proper hot weather application.

STORAGE
WeatherWeld
on the job site should be stored in a shaded ventilated area under a tarp. Do not store in direct sunlight. Storage temperature must range from 60- 80°F (15°C to 26°C). Indoor ventilated storage is recommended when ambient temperature is below 60°F (15°C) or above 80°F (26°C).

WARRANTY
40-year Warranty: a written leak free guarantee that covers against roof leaks for 40 years.

Owner responsibilities include ensuring ro of drains stay clean and facilitate roof WeatherWeld inspections every 10 years.

*Reflective coatings are not included in WeatherWeld Leak Free Guarantee.

Optional reflective coating warranties are available. Contact WeatherWeld Representative.

For specifics, see the 40-year Warranty sample and Warranty Guide.

19 NEW ROOF SYSTEMS NCNN-1B-16-30-A 40 YEAR WARRANTY

9757 7th St. #803 Rancho Cucamonga, CA 91730
(888) 440-3224 www.weatherweld.com

a division of Liquiform Technologies Inc.

DESCRIPTION
WeatherWeld is a fully seamless new roof system that is designed for installation as a new roof system installed over a non nailable deck or substrate (such as concrete or insulation). WeatherWeld is made to be the strongest roof system on the market. WeatherWeld created a roofing system utilizing the longest lasting and strongest materials in the world combined through a patented 3D printer that creates a seamless reinforced membrane that is super strong, durable, and designed to last for generations.

The seamless roof system combines ceramic asphalt emulsion with intertwined fiberglass, which creates a seamless membrane that is virtually impenetrable.

MATERIALS
The materials used in the WeatherWeld new roof system application include:

1. Emulsion WeatherWeld Asphalt Emulsion

2. Fiberglass WeatherWeld Fiberglass Gun Roving

3. Polyester Ply Polyester Fabric Reinforcement

4. Insulation PolyIso Insulation

5. Insulation Facer/Substrate DensDeck

6. Tapered Insulation PolyIso (if required)

7. Base Sheet #75 Mineral-Surfaced Cap Sheet Inverted

8. Base Sheet Fastener Base Sheet Adhesive/Fastener – FM I-90

9. Base Coat WeatherWeld Base Coat

10. Top Coat WeatherWeld Title 24 Top Coat

11. Aluminum Coating WeatherWeld Aluminum Coating

12. Self-Adhering Membrane Henry Ruftac 600

13. Asphalt primer Water Based Asphalt Primer

PHYSICAL PROPERTIES
• System Weight: 2.25 lb. per 100 sq. ft (1.02 kg) dry.

APPLICATION EQUIPMENT

1. 1. Graco 1017 Roof Pump with 500’ 1” SAE hydraulic hose

2. Towable Air Compressor with 500’ ½” air hose

3. Emulsion tanker (delivered to jobsite)

4. WeatherWeld 3D Roof Printer (handheld application machine rented from WeatherWeld on a per job basis)

5. Pressure washer

6. Water hose and water source (enough length to wrap around building)

7. Wet Mil Gauge

2. 8. General PPE

9. General roofing tools

INSTALLATION
Installation of the WeatherWeld system is accomplished in 7 steps:

1. Install Insulation.

2. Install Base Sheet.

3. Prepare existing seams, fasteners, walls, roof flashings, drains, and penetrations.

4. Install WeatherWeld (spray application).

5. Install reflective coating system (optional) .

1. 6. Install flashings, and additional items listed below .

7. Contact WeatherWeld Representative for final inspection.

PREPARATION

1. Confirm local water run-off ordinances and restrictions prior to cleaning roof.

2. Install Base Sheet

3. If the roof surface becomes contaminated with dirt, dust, or other particles at any time during the application of the WeatherWeld system, cleaning measures must be taken to restore the surface to a suitable condition.

4. Ensure roof is dry prior to application.

FLASHING
NOTE: All flashings must have 500 mills DFT (dry film thickness) of WeatherWeld Composite installed extending 24” in each direction prior to completion of the project.

The following items are required to be in watertight condition for a WeatherWeld warranty to be issued for the project:

1. Drains and Scuppers

2. Sheetmetal Coping

3. Counter-Flashings

4. Perimeter and Edge flashings

5. Equipment Platforms and Sheetmetal Pans

6. Expansion Joints

7. Sheetmetal Ducts and Seals

8. Electrical Enclosures and Conduits

9. Transition Flashings

10. Any other item that could affect the watertight integrity of the WeatherWeld Seamless Roof System

INSULATION SYSTEM INSTALLATION
Refer to insulation manufactures installation guidelines.

1. Insulation boards: install insulation boards per manufactures installation standards.

2. Tapered Insulation: if specified, adhere to insulation boards.

3. Substrate Board: Install minimum ¼” fiberglass faced gypsum board adhered in adhesive.

BASE SHEET INSTALLATION

1. Install mineral-surfaced cap sheet inverted, lapping 2” on center and 4” at end laps using approved fasteners. The fastening pattern shall meet, at minimum, FM I-90 requirements.

WEATHERWELD SEAMLESS ROOFING APPLICATION
Apply one layer of the composite roofing at the following ratio:

1. Asphalt Emulsion (undiluted): 30 gal. per 100 square feet (12.2 L/m2).

2. Fiberglass Reinforcement: 16 lb. per 100 square feet (0.78 Kg/m2). • No water or other material may be added to the emulsion to thin or extend pot life.
• Fiberglass must be disbursed from the applicator in varying intertwined lengths, up to 24 inches (610mm).
• Thoroughly mix fiberglass and emulsion prior to application on roof surface.
• Any loose strands must be brushed by hand, removed or filled -in with emulsion to create a solid surface.
• Upon completion, no area may be less than 250 mil dry film thickness (DFT).
• Install additional material at all roof flashings, 500 mils (DFT) of WeatherWeld composite installed, extending 24” in each direction prior to completion of the project.
• Areas such as base flashings and penetrations, where application exceeds 500 mils wet, must be brushed by hand to prevent surface cra zing.

2. Energy Star rated Aluminum Coating Application: A pply Aluminum coating at a minimum of 2 gal. per 100 square feet (1.0 L/m2). *Reflective coating system is optional. Refer to local codes for Title 24 or Energy Star requirements.

20 NEW ROOF SYSTEMS NCNN-1B-16-30-A 40 YEAR WARRANTY

9757 7th St. #803 Rancho Cucamonga, CA 91730
(888) 440-3224 www.weatherweld.com

a division of Liquiform Technologies Inc.

ROOF ACCESSORIES (INSTALL AFTER REFLECTIVE COATING SYSTEM) Walkway Pads (optional) or Non-Slip Walking Surface
Polymer Pipe Supports
Storm Collars on Pipes
Coping Caps and Flashings
Access Hatches and Ladders
Drain Rings and Screens

INSPECTION
Inspect entire roof area and touch-up deficient areas with WeatherWeld or reflective coating as necessary to ensure complete and uniform coverage.

Special attention should be given to critical areas of roof, including roof penetrations, transitions, existing membrane seams, flashings, and drains.

WeatherWeld Seamless Roof Systems are designed for use on roofs with positive drainage.

1. Product application must not be done when rain or other conditions such as fog or heavy dew are possible within a 48- hour period.

3. Drying time is affected by numerous factors, including temperature, direct

sunlight, relative humidity, air movement, thickness, etc. Higher temperature and/or humidity will result in faster cure times. Lower temperature and/or humidity may extend cure times.

4. Do not thin or add water to materials to extend pot life.

5. Proper thickness is essential to performance. The minimum coverage rate of 250 mil DFT (dry film thickness) 1/4” (.250) must be achieved throughout the entire Seamless Roof System assembly and must be verified using a wet mil gauge during application. Multiple coats may be necessary depending on weather and time of year.

6. Deviations from these application guidelines and specific material requirements may seriously affect the roofing system performance and are strictly prohibited.

7. Applicator must comply with all applicable local, state, and federal regulations if lead-based paint or other hazardous materials are encountered.

8. Roofing is hazardous work and coatings are very slippery when wet.

Comply with fall protection rules and regulations.

9. Proper PPE including, but not limited to: Safety Glasses, Gloves, N95 Mask, Hardhat, Footwear, and Protective Clothing must be always worn

HOT WEATHER RESTRICTIONS
Do not attempt application if moisture or dew is present. Ambient temperature must be less than 110°F (43°C). Contact WeatherWeld Representative for proper hot weather application.

WARRANTY
40-year Warranty: a written leak free guarantee that covers against roof leaks for 40 years.

Owner responsibilities include ensuring roof drains stay clean and facilitate WeatherWeld roof inspections every 10 years.

*Reflective coatings are not included in WeatherWeld Leak Free Guarantee.

Optional reflective coating warranties are available. Contact WeatherWeld Representative.

For specifics, see the 40-year Warranty sample and Warranty Guide.

Page 1 of 2 ends

Div. Liquiform Technologies Inc.

40-YEAR NDL LEAK-FREE WARRANTY

COMPLETION DATE: ___________________ ISSUE DATE: ____________________

WARRANTY: Subject to warranty registration, payment in -full and installation in accordance with current printed installation specifications, Liquiform Technologies Inc., (WEATHERWELD) warranties to the original purchaser that the WEATHERWELD Seamless Reinforced Roof System (System) will be able to withstand ordinary wear of the natural elements in a leak-free condition for the period of forty (40) years, except for the exclusions, limitations and exceptions set forth in this Warranty.

Upon proper notice, WEATHERWELD will diagnose and make repairs to the WEATHERWELD System at WEATHERWELD expense under the terms of this Warranty, as required to stop reported roof leakage found to be caused by defects in the WEATHERWELD System.

UNAPPROVED ALTERATIONS OR ADDITIONS: No contractor, distributor, consultant or any other person has authority to assume responsibility, liability or changes to WEATHERWELD specifications and/or agreements. WEATHERWELD shall not be responsible or liable for any change and/or amendment to the specifications and/or Warranty in regard to the project referenced herein, unless said change or amendment is approved in writing by WEATHERWELD.

EXCLUSIONS/RESPONSIBILITIES: The WEATHERWELD Seamless Reinforced Roof System is designed to keep areas to which the WEATHERWELD System materials are applied in a leak -free condition. The System is not intended to take the place of any other building element such as, but not limited to, the underlying roof deck, roof insulation, existing roof (if any), vapor retarder, drains, expansion joints, flashings, vents, skylights, roof -mounted equipment, reflective coatings or any areas not covered with WEATHERWELD System materials. This warranty shall not be applicable if , in the sole jud gment of WEATHERWELD, any of the following occurrences shall be the cause of the reported claim of WEATHERWELD System roof leakage:
a) Natural disasters, earthquakes, lightning, hurricane force winds, hail, flood, environmental fallout, acts of vandalism or war . b) Acts of negligence, misuse, accidents, falling objects, damage from roof top traffic or storage on the roof. c) Damage caused by failure to conduct , or to have conducted, periodic maintenance inspections and roof clean- up as outlined in the NRCA or RIEI maintenance manuals for Owners. Reflective surface coatings are not required to be re -coated under this Warranty. d) Changes, alterations or repairs made to the System and not authorized by WEATHERWELD shall cause the area affected by the work to be excluded until authorized repairs meeting WEATHERWELD standards are completed. e) Changes in aesthetics, visual appearance or reflective coatings. Maintenance of coatings is not a part of, nor required, unde r this Warranty. f) With the exception of natural rain water, accumulation of foreign materials or chemicals of any type including animal, plant, human, manufacturing or atmospheric.
g) Failure, movement, settling or defects in the underlying roof structure or roof covering (if any). h) Obstructed or inadequate roof drainage.
i) Waterproof defects in adjoining areas, walls, windows, roof-mounted equipment, ducts or other penetrations in the System extending above the flashings height of the WEATHERWELD System.

Both the examination and inspection of the WEATHERWELD System installation, plans and/or specifications by a WEATHERWELD employee, designated representative or Contractor, before or after the completion of the installation of the WEATHERWELD System, shall not constitute approval or waiver of the exclusions and conditions set forth in this Warranty, without written notice of such approval or waiver. No waiver by WEATHERWELD of any limitation, term or condition of this Warranty made as part of a warranty claim, shall operate as a waiver of any other limitation, term or condition applicable to this Warranty, on any other future claim, whether of similar or different nature. Owner agrees to provide, at Owner ’s expense, access to any areas requested in writing by WEATHERWELD and deemed to be relevant to the diagnosis and/or repair of the reported leak. Areas include, but are not limited to, building interior, exterior, adjoining a reas and areas under roof- mounted equipment or other overburden.

NOTICE OF CLAIM: In the event leakage is discovered, the Owner sha ll notify WEATHERWELD within ten (10) days of the discovery via receipt -acknowledged email, writing or fax at the contact ’s location listed below. Any claim to which notification is not made in a timely manner, without excuse, or to which access to the roof to diagnose the cause of the leakage is not provided, shall be deemed waived. Notification shall contain information of the location and severity of the leakage, access to the leak area and the personnel to contact. Notice to the Contractor, distributor or any other person does not substitute for notice to WEATHERWELD.

Address written correspondence to: Liquiform Technologies Inc., 9757 7th St. #803, Rancho Cucamonga, CA 91730. Phone (888) 440- 3224 SERVICE: Upon proper notification, WEATHERWELD shall schedule a diagnosis inspection of the leakage, prepare a written report of findings and commence repair of the defects that are WEATHERWELD's responsibility under this Warranty in a timely manner, weather and sche dules permitting. Should the cause of the leakage be able to be corrected during the initial service call, the Owner agrees that WEATHERWELD is hereby granted permission to make such corrections, provided there is no cost to the Owner. Should leakage documented by WEATHERWELD be caused from items that are the upkeep responsibility of the Owner under this Warranty, the Owner agrees to have repairs made to such items in a timely manner, and before requesting any additional service work made by WEATHERWELD on the leakage claim. Should WEATHERWELD repeat the process without stopping the WEATHERWELD responsible leakage, WEATHERWELD shall retain a knowledgeable outside consultant at WEATHERWELD expense to help locate the source of the leakage. WEATHERWELD and the Owner agree to complete the respective repairs made in the Consultant’s report. The Owner agrees that WEATHERWELD shall have exclusive control over the diagnosis and repair to any WEATHERWELD System component found to be WEATHERWELD responsibility under this Warranty.

LIMITATIONS OF LIABILITY: This Warranty is expressively in lieu of any other guarantees and/or warranties, expressed or implied, including any implied warranty of merchantability, or fitness for a particular purpose, and any other obligation or liability on the part of WEATHERWELD whether the claim against WEATHERWELD is based upon strict liability, negligence, breach of warranty, or any other theory or cause of action. This limited Warranty contains all of the provisions of your remedies from WEATHERWELD. In no event shall WEATHERWELD be liable for consequential or incidental damages of any kind, including damages to the building or its contents. This Warranty does not cover the cost of removal and/or replacement of any other building component, roof-mounted equipment, overburden or item excluded from Warranty coverage listed above. WEATHERWELD shall be discharged of all further obligations upon the occurrence of any of the following: (a) expiration of this warranty without written renewal or transfer , (b) damage to the System from causes listed in "E XCLUSIONS/RESPONSIBILITIES" or (c) failure to comply with any other sections of this Warranty. Unresolved Warranty claims shall be settled by binding arbitration in the State of California (as exclusive venue), administered by the American Arbitration Association under its Commercial Arbitration Rules , and judgment on any award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof.

Date Date

Page 2 of 2 ends

REGISTRATION
PROJECT NAME:

SPECIFICATION:

AREA DESCRIPTION:

AREA EXCLUDED:

DECK TYPE:

BUILDING USE:

ARCHITECT:

ADDRESS:

PHONE: EMAIL:

CONTRACTOR:

ADDRESS:

PHONE: EMAIL:

SIGNATURE: DATE:

OWNER:

ADDRESS:

PHONE: EMAIL:

SIGNATURE: DATE:

LIQUIFORM TECHNOLOGIES INC (WEATHERWELD)
ADDRESS: 9757 7th Street #803, Rancho Cucamonga CA 91730 PHONE: (888) 440-3224 EMAIL: [email protected]
SIGNATURE: DATE:
23 INNOVATION ENGINEERING EDUCATION INTEGRITY MCDONNELL ROOFING INC.
1215 Columbia Ave. C-1, Riverside, CA 92507
(714)844-2814 - Fax (714)844-2817
www.McDonnellRoofing.com
License #603230 C-39

To: City of Salinas Date: 3/12/23 200 Lincoln Ave
Salinas Ca 93901

Project: Salinas City Hall “Upper & lower Roofs”
200 Lincoln Ave
Salinas Ca 93901

Contact: Jonathan Esteban
[email protected]
(831) 758-7234

Prepared by:

Gene McDonnell (President)
[email protected]
(714) 240-7476

McDonnell Roofing Inc. (licensed contractor) proposes to furnish all materials and perform all labor necessary in accordance to plans, specifications, NRCA standards, and manufacturer’s requirements to complete the following project:

SCOPE OF WORK

Safety Procedures & Operations;
• We will need reasonable access to all roofing operations to be provided by university.
• We will set up safety lines / delineators & caution tape around areas where the crews are working.
• We require a staging area and we will install a privacy fence around the area.

We will also provide Port-a-Potty for the crews and have it serviced twice a week.

INNOVATION ENGINEERING EDUCATION INTEGRITY MCDONNELL ROOFING INC.
1215 Columbia Ave. C-1, Riverside, CA 92507
(714)844-2814 - Fax (714)844-2817
www.McDonnellRoofing.com
License #603230 C-39

Scope Of Work

ROOF REMOVAL; “Lower Roof Section”
The existing roof on the lower section will be removed from down to the structural deck.

The upper roof section, the existing gravel will be removed. The materials will be removed with a steel basket and Reach Lift, in a clean and orderly manner and hauled away.

INSULATION BOARD; “Lower Roof Section”
Provide & Install; Two (2) layers of 2” Polyisocyanurate Insulation and fully adhered as per manufacturer specifications.

COVER BOARD: “Lower Roof Section”
Provide & Install; Primed ½” dens deck board and fully adhered as per manufacturer. specifications.

ROOF MEMBRANE; “Lower Roof Section”
Provide & Install; Polyglass G2 Base Sheet fully adhered with adhesive as per manufacturer specifications.

DETAIL COMPONETS: “Lower Roof Sections”
Provide & Install; Henry approved sealant at scuppers, drains, flashings etc. per manufacturer specifications.

ADDED PROTECTION: (Upper & Lower Sections)
Provide and Install, plastic protection sheets for overspray around all components, HVAC units, conduit, platforms, Electrical boxes, Vents, walls etc… WEATHERWELD APPLICATION: (Upper & Lower Sections)
Provide & Install; Henry asphalt emulsion applied @ 30 gallons per 100 square feet with 16 lbs of fiberglass per 100 square feet as per manufacturer specifications.

HENRY ACRYLIC COATING APPLICATION: (Upper & Lower Sections) Provide and Install; Henry Acrylic basecoat @1.5 gallons p er 100 square feet per manufacturer specifications.

Provide and Install; Henry Acrylic topcoat @1.5 gallons p er 100 square feet per manufacturer specifications.

COPING METAL
Provide & Install; New coping metal with a Kynar finish.

McDonnell Roofing will purchase and provide the 40-Year Manufacturer Warranty for this project and coordinate the required inspections. Client to receive copies of documents upon completion and final payment.

McDonnell Roofing to pay Prevailing Wage and to strictly conform to all OSHA Requirements.

INNOVATION ENGINEERING EDUCATION INTEGRITY MCDONNELL ROOFING INC.
1215 Columbia Ave. C-1, Riverside, CA 92507
(714)844-2814 - Fax (714)844-2817
www.McDonnellRoofing.com
License #603230 C-39

Complete all of the above work in a prompt and craftsman like manner including cleanup and hauling of all roofing debris from premises.

McDonnell Roofing, Inc. to hold a preconstruction meeting with the client and discuss the proposed work schedule and plan for minimizing the disruption of their customers. There will be daily update meetings to ensure constant communication and eliminate issues.

Contractor Warranty

McDonnell Roofing will give a two (2) year Contractors Warranty WeatherWeld Warranty

Provide owner with manufacturer's Forty (40) year Warranty

Exclusions

McDonnell Roofing, Inc. excludes the following:

• Demolition of any components not explicitly stated.
• Any electrical or mechanical items that are in poor condition. • Recalibrating any satellite or cable/internet dishes or equipment. • Disconnecting / reconnecting of electrical, plumbing or mechanical equipment. • Any structural defects/damage due to construction design or undetected roof deck deflection resulting in ponding water after roof is completed.
• If hazardous materials are detected it will be brought to Owner’s attention. • Any missing insulation at HVAC units.
• Any damage or dry rot found in the roof deck and structural members. If the situation occurs, we will bring it to Owner’s attention.
• Any vent/pipe penetration or HVAC Curb that will be added after the original roof inspection. • Any damage, rust or corrosion found on any plumbing, electrical and HVAC equipment and accessories. • Any equipment, wiring or lighting under roof deck.
• Any roof access hatch, curb insulation, painting, and wood nailers and tree trimming.

INNOVATION ENGINEERING EDUCATION INTEGRITY MCDONNELL ROOFING INC.
1215 Columbia Ave. C-1, Riverside, CA 92507
(714)844-2814 - Fax (714)844-2817
www.McDonnellRoofing.com
License #603230 C-39

BASE BID PRICE
Seven Hundred Eighty-Eight Thousand Five Hundred Dollars…. $ 788,500.00

Progress payments to be made as follows: 50% of contract price once the removal is complete and materials are delivered and loaded onto building, 10% payment of contract price to be made every 30-day billing cycle until completion of McDonnell Roofing, Inc. scope of work. Any alteration or deviation from the above specifications involving extra cost of material or labor will be executed only upon written orders for same and will become an extra charge over the sum mentioned in this contract. All agreements must be in writing. Price valid for thirty (30) days from proposal date.

Respectfully submitted by: McDonnell Roofing Co.
1215 Columbia Avenue, C1, Riverside, CA 92507
(714) 844-2814
Contractor’s State License number: 603230 C-39

______________________________________________________________ Date

____________________________________________________________________________________ Acceptance

You are hereby authorized to furnish all materials and labor required to complete the work mentioned in the above proposal for which City of Salinas, Calif agrees to pay the amount mentioned in said Proposal, and according to the terms thereof. I have read and agree to provisions contained herein, and in any attachments hereto.

Accepted: ____________________________________________________ (Owner’s signature) (Date)

Contractors are required by law to be licensed and regulated by the Contractors’ State License Board. Any questions concerning a contractor may be referred to the registrar of the board whose address is:

Contractor State License Board
1020 N Street
Sacramento, CA 95814
____________________________________________________________________________________ If either the proposal and/or the acceptance of this proposal and contract is made at other than the premises at which Contractor or Owner normally carries on a business, then you, the Buyer, may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction The provision that Owner may cancel this transaction within three working days shall not apply to a contract in which Owner has initiated the Contract and which is executed in connection with the making of emergency repairs or services which are necessary for the immediate protection of persons or real or personal property, provided that the Owner furnishes the Contractor with a separate dated and signed personal statement describing the situation requiring immediate remedy and expressly acknowledging and waiving the right to cancel the sale within three business days.

INNOVATION ENGINEERING EDUCATION INTEGRITY MCDONNELL ROOFING INC.
1215 Columbia Ave. C-1, Riverside, CA 92507
(714)844-2814 - Fax (714)844-2817
www.McDonnellRoofing.com
License #603230 C-39

March 16, 2023

CITY OF SALINAS Re: CITY HALL - SALINAS Attn: Jonathan Esteban WEATHERWELD ROOF REPAIR 200 Lincoln Avenue BUILDING - UPPER & LOWER SECTION Salinas, California 93901 200 Lincoln Avenue Salinas, California 93901

PPROPOSAL COST

Mr. Estebal,

SCOPE OF WORK :

The work consists of furnishing all labor, equipment, materials, supervision and partial services as may be necessary to complete the installation of Weatherweld Roof system at Building Two Sections in accordance with manufactures installation, specification and guidelines at section as follows :

DESCRIPTION OF WORK :

1. UPPER SECTION: Remove Loose gravel by VAC-POWER SWEEP-VAC, LOWER SECTION:

Existing roof membrane to be removed completely including wet insulation/Lightweight concrete.

2. Inspect the deck for water damaged wood, termite damage, etc. If repairs are needed, the owner or owners representative will be notified for approval of repairs, If any repairs are too be done by contractor upon agreement, there will be an additional charge from original price based on materials and labor.

3. LOWER SECTION: Install New R-30 Ridgid Insulation approx. 14,800 sq. ft.

4. Over prepared new roof deck, Apply a Weatherweld roof system as specified.

5. HVAC & Ducts or any abandon equipment to be removed by Others.

6. Contractor will supply a 2-year labor warranty.

7. Weatherweld will supply warranty certificate for this system.

8. Proposed start date: TBD and attempt to complete by: TBD

9. Work shall be performed during regular business hours.

10. State Prevailing wages are to be applied.

11. ALLOWANCE: $ 10,000.00 include into cost.

EXCLUSIONS :

1. Sheet metal related items. 5. All carpentry and woodwork beyond Scope.

2. Demolition, abatement or substrate repairs beyond Scope. 6. Permits, Special fees required.

3. Temporary roofing or temporary weather protection. 7. Build up or crickets for ponding.

4. All other work not specifically stated under scope of 8. Architect or engineering services. work above.

1300 W. Colegrove Ave. Montebello, California 90640 Tel: 323 726 9615 Fax: 323 726 9871 Fully Insured & Bondable [email protected] License # 857018

City Hall - Salinas
BUYER ( CITY OF SALINAS ) TO:

1. Provide an uninterrupted access to the worksite during full applications.

SELLER (4SRI) TO:

1. Provide workers comp. and liability insurance during roof application.

2. Provide Bond's as per contract for roof application.

3. Provide Plywood and Fasteners.

4. Provide all material for Weathereld roof system application.

4. Provide Emulsion and roving fiberglass.

PAYMENT TERMS :

The buyer shall pay the seller progress payments. The remaining balance is due upon completion.

Substantial commencement of the work shall occur when materials have been delivered to the Job address. The contract sum shall be Seven Hundred Ninety-Five Thousand Nine Hundred Eighty U.S. dollars, subject to additions and deletions as provided in the contract documents and or change orders.

BUDGET Cost for roof repair system : …$ 795,980.00______.

Breakdown:

1. Building # Upper Section approx. 9,900 sq. ft.:………$ 207,550.00

2. Building # Lower Section approx. 14,800 sq. ft.:……$ 588,430.00

Line Item Cost:

Wood replacement ½” plywood :………...…………....…… $ 24.86 per sq. ft.

Wood replacement 1"X 6" :………...…………....…… $ 19.95 per lineal ft.

Facial Wood replacement 2"X 8" :………...…………....…… $ 33.95 per lineal ft.

Cost to install Roof Tapered/Crickets:……………………$ 59.77 per sq. ft.

Sincerely,

Accepted By:_____________________________.
4 SEASONS ROOFING, INC.

Anibal Cabral Print Name: ______________________________.

President
Title:___________________. Date:____________.

Note: This price might change after ten (10) days from date issued, if there is a material and/or other price increase by manufacturer or supplier.

Page 2 of 2 ends

6508 Clara Street, Bell Gardens, CA 90201-5608 Tel: 562/927-2310 Fax: 562/927-3910 www.fcnsonsroofing.com Fully Insured & Bondable License #776310

March 21, 2023

City of Salinas
Attn.: Mr. Jonathan Esteban
200 Lincoln Ave
Salinas, CA 93901

City of Salinas City Hall
Re: Upper & Lower WeatherWeld Roof System
200 Lincoln Ave
Salinas, CA 93901

Dear Mr. Esteban:

SCOPE OF WORK
The work consists of furnishing all labor, materials, equipment, and services as may be necessary to install a WeatherWeld Seamless Composite Roof System specification-WW-NCNN16-30-Acrylic & WW-R-1P-16-45-A to approximately 25,000 square feet of flat roof surface including walls as follows.

Lower Roof Section: (WW-NCNN16-30-A)

1. Tear off existing roof to deck and properly dispose.

2. Prepare a smooth, dry clean surface.

3. Install 4.5” PolyIso insulation as per manufacture specifications.

4. Over insulation, install ½” Dens Deck as per manufacture specifications.

5. Install 80 lbs. inverted granulated cap sheet as per manufacture specifications.

6. Seal all pipe penetrations and equipment curbs as per manufacturer specifications.

7. Seal roof drains/scuppers as per manufacturer specifications.

8. Install one (1) pass of emulsion at the approximate rate of 30-gallons per 100 sq. ft. with 16-lbs of reinforcement roving fiberglass per 100 sq. ft. Allow to cure.

9. Over cured emulsion apply title 24 acrylic base coat (grey) at a rate of 1 1/2 gallons per 100 sq. ft. Allow to cure.

10. Apply title 24 acrylic roof coating (white) at a rate of 1 1/2 gallons per 100 Sq. Ft. Allow to cure.

11. Install 24-gauge Bonderized coping at parapet walls as per manufacture specifications.

12. Clean and remove all debris created by the roofing operation and leave all premises in a clean and orderly manner.

March 21, 2023 JOB LOCATION
City of Salinas-City Hall
200 Lincoln Ave
Salinas, CA 93901

Upper Roof: (WW-R-1P-16-45-A)

13. Vacuum loose gravel roof and properly dispose.

14. Seal all pipe penetrations and equipment curbs as per manufacture specifications.

15. Install one pass of emulsion at a rate of 15 gallons per 100 Sq. Ft. embedded with polyester as per manufacture specifications. Allow to cure.

16. Over cured emulsion, install one pass of emulsion at the rate of 30-gallons per 100 sq. ft. with 16-lbs of reinforcement roving fiberglass per 100 sq. ft. Allow to cure.

17. Over cured emulsion, apply title 24 acrylic base coat (grey) at a rate of 1 1/2 gallons per 100 sq. ft. Allow to cure.

18. Apply title 24 acrylic roof coating (white) at a rate of 1 1/2 gallons per 100 sq. ft. Allow to cure.

19. Install 24-gauge Bonderized coping at parapet walls as per manufacture specifications.

20. Duration of the job will be approximately thirty (30) working days weather permitting.

21. A 2-year guarantee by FC & Sons Roofing Inc. will be provided upon completion of all work involved and receipt of final payment.

22. A 40-year manufacturer warranty will be provided upon completion of all work involved and receipt of final payment.

Total price to install a WeatherWeld Seamless Composite Roof System … ……………………....$646,271.00

Note: Unless otherwise itemized in this scope of work, this price does not include: disconnecting and/or reinstalling any site equipment, duct work, scuppers, downspouts, roof removal, new pipe flashings, gutters, electri cal lines, HVAC wood curbs, metal pans, carpentry work, gas lines and/or air conditioning units; removal and disposal of any abandoned equipment; testing and/or removal of hazardous materials. Proposal valid for 30 days from date above. Work to be conducted during normal business hours Mon. – Friday 7-5:00 p.m.

Sincerely,

Fernando Cabral
Project Manager Accepted By_____________________

Print Name ______________________

Date____________________________

City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#23-195, Version: 1
Direct Purchase of One (1) PB Loader BC-6; Additional Allocation of Funding Approve a Resolution authorizing an additional expenditure of up to $7,041.16 above an original quote of $327,040.67 that was approved by City Council on September 14, 2021(Salinas City Council Resolution No. 22180) for the direct purchase of a PB loader BC-6 for a total purchase price of $334,081.83.

City of Salinas Printed on 3/29/2023Page 1 of 1
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CITY OF SALINAS

COUNCIL STAFF REPORT

DATE: APRIL 4, 2023
DEPARTMENT: PUBLIC WORKS, FLEET
FROM: DAVID JACOBS, PUBLIC WORKS DIRECTOR
BY: TERRY MILLEMAN, FLEET MAINTENACE MANAGER
TITLE: DIRECT PURCHASE OF ONE PB LOADER BC-6; ADDITIONAL

ALLOCATION OF FUNDING

RECOMMENDED MOTION:

It is recommended that City Council authorize an additional expenditure of up to $7,041.16 above an o riginal quote of $ 327,040.67 that was approved by City Council on September 14, 2021(Salinas City Council Resolution No. 22180) for the direct purchase of a PB loader BC-6 for a total purchase price of $334,081.83.

EXECUTIVE SUMMARY:

The Fleet Maintenance D ivision of the Public Works Department uses the PB loader to provide consolidated services. It is recommended that City Council approve the additional expenditure in the amount of $7,041.16 for a total cost of $334,081.83. The additional funds are available in CIP 9030 (Street Maintenance Equipment Replacement).

BACKGROUND:

Fleet received notice that the PB Loader BC -6 for the Streets Maintenance Division is now available. Due to product pricing increasing significantly, lack of supply, inflation and pandemic impacts, the price of the PB Loader BC -6 has increased from $327,040.67 to $334,081.83 The original purchase was for a model year 2021 and because of the delays, the equipment is now a 2023.

The Streets Maintenance Division performs maintenance and repair on all of the City of Salinas streets. Procurement of this equipment will improve the speed and eff iciency of the Streets Division by improved equipment technology, reduced time for repairs and better matching equipment to the mission. The old equipment worked great at the time, but with the addition of a new milling machine and larger trucks, there is a need for a larger patch truck

The Public Works Fleet, in conjunction with the Streets Maintenance Division, sele cted the PB Loader BC-6 on a Peterbilt chassis for reliability and fleet consistency ensuring that we have quick Page | 2
repair and maintenance turnaround as well as user consistency in an emergency. They further tested the PB Loader body against Berg-Kamp and found that the PB BC-6 can deliver the mix at a higher rate. This is accomplished using a belt system vs auger system. The patch truck carries tack oil (50 Gallons), hot mix (6 cubic yards), water, release agent, compactor and various air and hydraulic tools.

CEQA CONSIDERATION:

Not a Project . The City of Salinas has determined that the proposed action is not a project as defined by the California Environmental Quality Act (CEQA) (CEQA Guidelines Section 15378).

STRATEGIC PLAN INITIATIVE:

The amendment relates to Council’s Strategic Plans or Goals of Investment “Strategies/Risk Management” and “Operational Efficiencies”.

DEPARTMENTAL COORDINATION:

Fleet Maintenance in coor dination with the Street Maintenance Department had a meeting to discuss the needs of the new Equipment. We concluded that the equipment in this report meets both the needs of the Street Maintenance as well as the requirements of the Fleet Maintenance Shop. We also coordinated with the Finance Purchasing Division regarding this purchase.

FISCAL AND SUSTAINABILITY IMPACT:

Funds for the PB Loader BC-6 have been encumbered based on the Approved original quote. The additional amount needed is appropriated and available in CIP 9030 (Street Maintenance Equipment Replacement)

ATTACHMENTS:

Resolution
Original Quote
Revised Quote
RESOLUTION NO.____________(N.C.S.)

AN AMENDMENT APPROVING AN ADDITIONAL ALLOCATION OF
FUNDING FOR THE DIRECT PURCHASE OF ONE 2021 PB LOADER BC-6

WHEREAS, replacing aging vehicles within the City of Salinas’ vehicle fleet supports City’s Council’s Strategic Plan and Goals of “Operational Efficiencies;” and

WHEREAS, Staff chose a 2021 Peterbilt PB Loader BC-6 at a cost of $327,040.67 using Sourcewell Contract #052417-PBL from Municipal Maintenance Equipment; and

WHEREAS, Staff has received an updated quote with an increase of $7,041.16 .

Due to product delay, the new equipment is now a model year 2023 and reflects the price increase; and

WHEREAS, the city has already approved and encumbered $327,040.67 to purchase this equipment on September 14, 2021; and

WHEREAS, the remaining balance of $7,041.16 is appropriated and available in CIP 9030 (Street Maintenance Equipment Replacement) and

WHEREAS, City Council has authority to approve this purchase pursuant to Salinas Municipal Code 12-25 Exceptions, “cooperative purchase with other government agencies; and

WHEREAS, City Staff recommends the additional expenditure of $7,041.16 be Approved to paid from CIP 9030 (Street Maintenance Equipment Replacement) to purchase the equipment; and

NOW, THEREFORE, BE IT RESOLVED that the Salinas City Council authorizes an additional expenditure of up $7,041.16 from Capitol Project 9030 (Street Maintenance Equipment Replacement) to purchase one new 2023 PB Loader BC -6 for a total cost of $334,081.83.

PASSED AND APPROVED this 4th day of April 2023 by the following vote

AYES:

NOES:

ABSENT:

ABSTAIN:

APPROVED:

Kimbley Craig, Mayor

ATTEST:

Patricia M. Barajas, City Clerk
Page | 1

RESOLUTION NO. 22180 (N.C.S.)

A RESOLUTION AUTHORIZING DIRECT PURCHASE OF ONE 2021 PB LOADER BC-6, ONE 2021 CATEPILLAR CB7 AND ONE 2021 JOHN DEERE 310SL

WHEREAS, replacing aging vehicles within the City of Salinas’ vehicle fleet supports City’s Council’s Strategic Plan and Goals of “Operational Efficiencies;” and

WHEREAS, Staff chose a 2021 John Deere 310SL from Pape Machinery in Gilroy at cost of $126,652.27 using Sourcewell Contract #032119-JDC; and

WHEREAS, Staff chose a 2021 Peterbilt PB Loader BC-6 at a cost of $327,040.67 using Sourcewell Contract #052417-PBL from Municipal Maintenance Equipment; and

WHEREAS, Staff chose a 2021 Caterpillar CB-7 roller at a cost of $143,866.16 using Sourcewell Contract #032119-CAT from Quinn Caterpillar in Salinas; and

WHEREAS, City Council has authority to approve this purchase pursuant to Salinas Municipal Code 12-25 Exceptions, “cooperative purchase with other government agencies; and

WHEREAS, City Staff recommends $600,000.00 be appropriated from 9981 to 9030 to purchase the equipment.

NOW, THEREFORE, BE IT RESOLVED that the Salinas City Council authorizes the Purchasing Agent to purchase one new 2021 Caterpillar CB-7, one 2021 PB Loader BC-6, and one 2021 John Deere 310SL backhoe for a total cost of $597,559.10 from Capitol Project 9030; and

BE FURTHER RESOLVED that the Salinas City Council authorizes the transfer of funds from Measure X Bonds 9981 to Capitol Project 9030.

PASSED AND APPROVED this 14th day of September 2021 by the following vote:

AYES: Councilmembers: Barrera, Cromeenes, González, Osornio, Rocha, McShane, and Mayor Craig

NOES: None

ABSENT: None

ABSTAIN: None

APPROVED:

___________________
Kimbley Craig, Mayor
DocuSign Envelope ID: F0AEC8BA-B127-41C0-BAD0-5DBAEF366FBA

Page | 2

ATTEST:

__________________________
Patricia M. Barajas, City Clerk

DocuSign Envelope ID: F0AEC8BA-B127-41C0-BAD0-5DBAEF366FBA

TERMS Net 30

FOB CUSTOMER
MFG PRODUCT ARO See Below
INSTALL AROT See Below
QUOTE DATE 1/11/2023
SOURCEWELL MEMBER ID# 2424

CITY OF SALINAS
DESCRIPTION PRICE EXTENSIONPART NO.QTY
PB LOADER CONTRACT NO. 080521-PBL SOURCEWELL CONTRACT - LISTED PRICES QUOTATION NO. 11577

EMULSION SYSTEM

PATCHER
1 51621-00 MODEL BC-6 ASPHALT PATCHER (6 CUBIC YARD CAPACITY)EQUIPPED WITH RADIANT

HEATER, THERMOSTATICALLY CONTROLLED LPG BURNER, HYDRAULIC TOP LIDS AND DOORS, KEVLAR CHAIN CONVEYOR, HAND TORCH, SHOVEL APRON, 25 GAL. LPG

TANK, INSTALLATION AND PAINT BLACK
$94,289.00 $94,289.00
1 65-CS PB MODEL 65-CS EMULSION SPRAY UNIT HEATED BY TRUCK COOLING SYSTEM, Y

STRAINER, FILL BASKET, POWERED BY TRUCK AIR SYSTEM, VALVES, EMULSION WAND WITH 25' HOSE, 15 GAL. AIR RECEIVER, 50 GAL. EMULSION, INSTALLATION AND

PAINT BLACK
$12,576.00 $12,576.00

EMULSION SYSTEM OPTIONS
$1,393.0015 GALLON SOLVENT TANK (CS SYSTEMS ONLY)1 5640-00 $1,393.00 $1,346.006" CLEAN OUT PORT (CS SYSTEMS ONLY)1 MODS-62 $1,346.00 $513.00DUAL SPRAY WAND (REQ TRUCK AIR)1 6100-00 $513.00

COMPACTION TOOLS
$3,126.00COMPACTOR LIFT PLATFORM - HYDRAULIC1 50640-00 $3,126.00 $376.008 GAL POLY WATER TANK W/ 10' HOSE & SPIGOT1 130-08 $376.00

HOSE REELS
$1,525.00HOSE REEL - DUAL 1/2" X 25' FOR DUAL EMULSION1 5399-00e $1,525.00 $1,051.00HOSE REEL - 3/4" X 50' FOR AIR HAMMER1 5396-00 $1,051.00 $565.00HOSE REEL - 3/8" X 50' FOR AIR1 5494-00a $565.00 $565.00HOSE REEL - 3/8" X 50' FOR SOLVENT1 5494-00s $565.00 $565.00HOSE REEL - 3/8" X 50' FOR TORCH1 5494-00t $565.00

FILL IN EXTRAS
$5,279.00SIDE AND REAR SPOILS BINS1 56150-00 $5,279.00

CHASSIS
$122,550.00NEW 2023 INTERNATIONAL HV607 SBA CHASSIS WITH 54,000 LBS. GVWR, CUMMINS L9 DIESEL ENGINE, ALLISON 3000 RDS AUTOMATIC TRANSMISSION WITH PTO PROVISION, 50-GALLON FUEL TANK, ALUMINUM DISC WHEELS, AIR BRAKES AND

WHITE CAB PAINT
1 Chassis $122,550.00

HEATING
$1,534.00LPG TANK 35 GAL - IN LIEU OF 25GAL.1 50555-00 $1,534.00 $3,028.00ELECTRIC OVERNIGHT HEATING SYSTEM - 240 VAC 6K 40AMP1 50630-01 $3,028.00 $555.0025' POWER CABLE 240 VOLT1 7065-00 $555.00
WANDS
$996.00SOLVENT WAND WITH 25FT HOSE - CS SYSTEM1 50560-00-1 $996.00 $1,671.00AIR BLOW GUN W/ 25' HOSE (REQ COMPRESSOR OPTION OR TRUCK AIR)1 5978-00 $1,671.00

WORK PLATFORMS
$3,272.0020" WORK PLATFORM/CATWALK WITH HAND RAILS AND LADDERS1 MODS-51 $3,272.00

STORAGE
$1,793.00LOCKABLE SIDE TOOL BASKET 1 5999-00 $1,793.00

HAMMER SYSTEMS
$333.00LOCKABLE HAMMER HANGER1 7021-00 $333.00
$19,381.00VANAIR 160 CFM (100 PSI) UNDERDECK AIR COMPRESSOR1 7700-00 $19,381.00 $2,328.00AIR HAMMER APT 60# W/ ASPHALT CUTTER AND TAMPER PAD1 7020-40 $2,328.00

DISCHARGE SYSTEMS
$11,316.00SIDE DISCHARGE CONVEYOR 48"1 53200-48 $11,316.00 $0.00OUTSIDE CONTROLS FOR SIDE DISCHARGE CONVEYOR1 611-00 $0.00

WARNING SYSTEMS
$1,447.00ECCO EC7003‐K BACKUP CAMERA SYSTEM (MONITOR W/ SOUND + 1 CAM)1 MODS-37 $1,447.00 $1,348.00STROBE - WHELEN 500 SERIES LED (SET OF TWO) - TWO PS FACING SIDES TOP

CORNERS, TWO DS FACING SIDE TOP CORNERS
2 695-50A $2,696.00
$1,290.00STROBE - WHELEN MICRONS MCRNSA LED (SET OF TWO)1 695-2MC $1,290.00 $1,460.00TRAFFIC ADVISOR - ABLE (SHOWME) 10 LIGHT LED 1 7800-16 $1,460.00 $463.00WORKLIGHT - ECCO 4" SQUARE LED - MOUNTED REAR TOP CORNERS FACING REAR2 695-047 $926.00

SAFETY ACCESSORIES
$168.00FRONT BUMPER CONE HOLDER (MALE)2 7300-00 $336.00

MARKET RATE ITEMS
$1,200.00BACKUP HYDRAULIC CONNECTIONS1 CUSTOM $1,200.00 $1,128.00SET OF 4 TUBE STYLE TOOL HOLDERS ON REAR SPOILS BIN1 CUSTOM $1,128.00 PB Loader Corporation
5778 W. Barstow * Fresno, California 93722-5024 * Telephone (559) 277-7370 * Fax (559) 277-7375 Toll Free 800-350-8521 * Web www.pbloader.com
TERMS Net 30

FOB CUSTOMER
MFG PRODUCT ARO See Below
INSTALL AROT See Below
QUOTE DATE 1/11/2023
SOURCEWELL MEMBER ID# 2424

CITY OF SALINAS
DESCRIPTION PRICE EXTENSIONPART NO.QTY
PB LOADER CONTRACT NO. 080521-PBL SOURCEWELL CONTRACT - LISTED PRICES QUOTATION NO. 11577
$300,081.00
$2,328.00
$3,700.00
$27,972.83
$334,081.83
$334,081.83
SOURCEWELL LISTED TOTAL:

MARKET RATE ITEMS TOTAL PRICE:

FREIGHT, PDI, AND TRAINING TO CUSTOMER:

9.25% SALES TAX:

GRAND TOTAL:

GRAND TOTAL FOR 1 UNITS:

1. LEAD TIME FOR BODY PRODUCTION IS 90-120 DAYS, WITH AN ADDITIONAL 120 DAYS TO INSTALL AFTER RECIEPT OF CHASSIS AND BODY. LEAD TIME SUBJECT TO CHANGE AT TIME OF ORDER.

PB Loader Corporation
5778 W. Barstow * Fresno, California 93722-5024 * Telephone (559) 277-7370 * Fax (559) 277-7375 Toll Free 800-350-8521 * Web www.pbloader.com
City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#23-199, Version: 1
Additional allocation of funding for the direct purchase of one (1) Ford 350 Transit from Salinas Valley Ford
Approve a Resolution authorizing an increase of up to $18,779.40 to CIP 9285 and transfer from the General Fund to the CIP Fund and use of General Fund fund balance in the same amount to purchase one new 2023 Ford Transit van for a total cost of $57,008.16.

City of Salinas Printed on 3/29/2023Page 1 of 1
powered by Legistar™

Page | 1

CITY OF SALINAS

COUNCIL STAFF REPORT

DATE: APRIL 4, 2023
DEPARTMENT: PUBLIC WORKS, FLEET
FROM: DAVID JACOBS, PUBLIC WORKS DIRECTOR
BY: TERRY MILLEMAN, FLEET MAINTENANCE MANAGER
TITLE: ADDITIONAL ALLOCATION OF FUNDING FOR THE DIRECT
PURCHASE OF ONE FORD 350 TRANSIT FROM SALINAS

VALLEY FORD

RECOMMENDED MOTION:

It is recommended that City Council approve a Resolution authorizing an increase of up to $18,779.40 to CIP 9285 and transfer from the General Fund to the CIP Fund and use of General Fund fund balance in the same amount to cover the remaining cost of one Ford 350 Transit Van.

BACKGROUND:

On August 9, 2022 the City Council approved a price increase of up to twenty five percent to each of the vehicles included in previously approved resolutions (Resolution Nos. 22353, 22295, 22200, 22201, and 22311) and also authorize d such purchases to be made from any suitable vendor, including the currently approved vendor based on price and availability.

Fleet received notice that the Ford Transit Van for Library and Community Services is now available. Due to product pricing increasing significantly, lack of supply, inflation and pandemic impacts the price of the Ford Transit Van has increased from $38,228.76 to $57,008.16, an amount which is beyond the previously approved twenty-five percent price increase.

Originally this Transit van was quoted as a 2021 model year. Because of the delay, this new price reflects a 2023 model year.

This vehicle is not readily available at any dealer. Staff reached out to other Ford dealerships and were told it’s a manufacturer delay that has these transit vans on hold for such a long time. There are more vans on order than the manufacturer can produce. This delay has caused more purchasing demand than there is availability for these vehicles. Because of this, Ford has eliminated the government state bid discount causing the price to increase. Staff reached out to other manufacturer dealerships with the same result.

Page | 2
CEQA CONSIDERATION:

Not a Project. The City of Salinas has determined that the proposed action is not a project as defined by the California Environmental Quality Act (CEQA) (CEQA Guidelines Section 15378).

STRATEGIC PLAN INITIATIVE:

Infrastructure and Environmental Sustainability, Public Safety, Youth and Seniors

DEPARTMENTAL COORDINATION:

Fleet coordinated with the Library and Community Services and Finance Purchasing Division regarding this purchase.

FISCAL AND SUSTAINABILITY IMPACT:

$38,228.76 have been appropriated and available in CIP 9285. CIP 9285 has an additional $7,963.64 that’s not assigned. The balance ($10,815.76) needed to cover the additional cost of the Ford Transit Van requires the use of General Fund fund balance.

ATTACHMENTS:

Resolution
Previously Approved Resolution 22200
New Quote for 2023 Transit 350 Passenger Van
RESOLUTION NO.____________(N.C.S.)

A RESOLUTION AUTHORIZING AN ADDITIONAL ALLOCATION OF

FUNDING FOR THE DIRECT PURCHASE OF A TRANSIT VAN FOR THE

LIBRARY AND COMMUNITY SERVICES DEPARTMENT

WHEREAS, replacing aging vehicles within the City of Salinas’s vehicle fleet supports City’s Council’s Strategic Plan and Goals of “Operational Effectiveness”; and WHEREAS, Staff chose a 2021 Transit 350 from Salinas Valley Ford at a cost of $38,228.76; and
WHEREAS, Due to shortages and unavailability, there was a delay in completing the purchase. The 2023 transit van is now available at an increased price of $18,779.40 for a total price of $57,008.16; and
WHEARAS, the city has already approved and encumbered $38,228.76 to purchase this van on September 21, 2021; and
WHEARAS, Staff is requesting the authorization of the remaining funds of 7,963.64 that’s unassigned in CIP 9285 to be allocated to cover partial cost; and WHEARAS, Staff is requesting the balance ( $10,815.76) needed to cover the additional cost of the Ford Transit Van requires the use of General Fund unassigned fund balance.

NOW, THEREFORE, BE IT RESOLVED that the Salinas City Council authorizes an increase of up to $18,779.40 to CIP 9285 and transfer from the General Fund to the CIP Fund and use of General Fund fund balance in the same amount to purchase one new 2023 Ford Transit van for a total cost of $57,008.16

PASSED AND APPROVED this 4th day of April 2023 by the following vote

AYES:

NOES:

ABSENT:

ABSTAIN:

APPROVED:

Kimbley Craig, Mayor

ATTEST:

Patricia M. Barajas, City Clerk
Prepared for: Ms. Jenny Davila, City of Salinas
2023 Transit-350 Passenger RWD Medium Roof Van 148" WB XL (X2C) Price Level: 340
Client Proposal
Prepared by:

STEPHEN ROTHSTEIN
Office: 831-444-4485
Date: 01/25/2023
Salinas Valley Ford Trucks | 1100 Auto Center Cir , Salinas, CA, 93907 Office: 831-444-4485 | Fax: 831-758-9053
1 Prepared for: Ms. Jenny Davila
City of Salinas
Prepared by: STEPHEN ROTHSTEIN
01/25/2023 Salinas Valley Ford Trucks | 1100 Auto Center Cir Salinas CA | 93907 2023 Transit-350 Passenger RWD Medium Roof Van 148" WB XL (X2C) Price Level: 340
Table of Contents
Description Page
Cover Page 1
Table of Contents 2
As Configured Vehicle 3
Pricing Summary - Single Vehicle 6
2 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.

Prepared for: Ms. Jenny Davila
City of Salinas
Prepared by: STEPHEN ROTHSTEIN
01/25/2023 Salinas Valley Ford Trucks | 1100 Auto Center Cir Salinas CA | 93907 2023 Transit-350 Passenger RWD Medium Roof Van 148" WB XL (X2C) Price Level: 340
As Configured Vehicle
Code Description MSRP
Base Vehicle
X2C Base Vehicle Price (X2C) $51,260.00
Packages
301A Order Code 301A N/C
Includes:
- Engine: 3.5L PFDi V6 Flex-Fuel
Includes port injection and auto start-stop technology. - Transmission: 10-Spd Automatic w/OD & SelectShift
Includes auxiliary transmission oil cooler.
- 3.73 Axle Ratio
- GVWR: 9,250 lbs
- Tires: 235/65R16C 121/119 R AS BSW
- Wheels: 16" Silver Steel w/Black Hubcap
- Radio: AM/FM Stereo
Includes 4.0" multi-function display, Bluetooth and dual USB ports. - 8 Speakers (4 Front/4 Rear)
Powertrain
998 Engine: 3.5L PFDi V6 Flex-Fuel Included
Includes port injection and auto start-stop technology. 44U Transmission: 10-Spd Automatic
w/OD & SelectShift
Included
Includes auxiliary transmission oil cooler.

X73 3.73 Axle Ratio Included
STDGV GVWR: 9,250 lbs Included
Wheels & Tires
STDTR Tires: 235/65R16C 121/119 R AS
BSW
Included
STDWL Wheels: 16" Silver Steel w/Black
Hubcap
Included
Seats & Seat Trim
21P Dark Palazzo Gray Vinyl Bucket
Seats w/Armrests
N/C
Deletes driver lumbar support. Includes 2-way manual driver seat and 2-way manual passenger seat.

V Vinyl Front Bucket Seats N/C
3 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.

Prepared for: Ms. Jenny Davila
City of Salinas
Prepared by: STEPHEN ROTHSTEIN
01/25/2023 Salinas Valley Ford Trucks | 1100 Auto Center Cir Salinas CA | 93907 2023 Transit-350 Passenger RWD Medium Roof Van 148" WB XL (X2C) Price Level: 340
As Configured Vehicle (cont'd)
Code Description MSRP
Other Options
PAINT Monotone Paint Application STD
148WB 148" Wheelbase STD
19X Auto Start-Stop Delete -$50.00
92E Privacy Glass $500.00
Provides protection of vehicle occupant(s) and occupant personal belongings. The glass also provides occupant comfort by helping to reduce vehicle cool-down time. 58U Radio: AM/FM Stereo Included
Includes 4.0" multi-function display, Bluetooth and dual USB ports.

Includes:
- 8 Speakers (4 Front/4 Rear)
19Z Wi-Fi 4G LTE Hotspot Delete -$20.00
86F 2 Additional Keys (4 Total) $75.00
Includes key fobs.

Fleet Options
WARANT Fleet Customer Powertrain Limited
Warranty
N/C
Requires valid FIN code.

Ford is increasing the 5-year 60,000-mile limited powertrain warranty to 5-years, 100,000 miles.

Only Fleet purchasers with a valid Fleet Identification Number (FIN code) will receive the extended warranty. When the sale is entered into the sales reporting system with a sales type fleet along with a valid FIN code, the warranty extension will automatically be added to the vehicle. The extension will stay with the vehicle even if it is subsequently sold to a non-fleet customer before the expiration.

This extension applies to both gas and diesel powertrains. Dealers can check for the warranty extension on eligible fleet vehicles in OASIS. Please refer to the Warranty and Policy Manual section 3.13.00 Gas Engine Commercial Warranty. This change will also be reflected in the printed Warranty Guided distributed with the purchase of every new vehicle.

Emissions
425 50-State Emissions System STD
Exterior Color
YZ_01 Oxford White N/C
Interior Color
VK_03 Dark Palazzo Gray w/Vinyl Front
Bucket Seats
N/C
4 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.

Prepared for: Ms. Jenny Davila
City of Salinas
Prepared by: STEPHEN ROTHSTEIN
01/25/2023 Salinas Valley Ford Trucks | 1100 Auto Center Cir Salinas CA | 93907 2023 Transit-350 Passenger RWD Medium Roof Van 148" WB XL (X2C) Price Level: 340
As Configured Vehicle (cont'd)
Code Description MSRP
SUBTOTAL $51,765.00
Destination Charge $1,895.00
TOTAL $53,660.00
5 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.

Prepared for: Ms. Jenny Davila
City of Salinas
Prepared by: STEPHEN ROTHSTEIN
01/25/2023 Salinas Valley Ford Trucks | 1100 Auto Center Cir Salinas CA | 93907 2023 Transit-350 Passenger RWD Medium Roof Van 148" WB XL (X2C) Price Level: 340
Pricing Summary - Single Vehicle
MSRP
Vehicle Pricing
Base Vehicle Price $51,260.00
Options $505.00
Colors $0.00
Upfitting $0.00
Fleet Discount $0.00
Fuel Charge $0.00
Destination Charge $1,895.00
Subtotal $53,660.00
Pre-Tax Adjustments
Code Description MSRP
092 Government and SVF Discount -$1,600.00
Subtotal $52,060.00
Sales Taxes
Code Description MSRP
2015 Sales Tax $4,823.41
Subtotal $56,883.41
Post-Tax Adjustments
Code Description MSRP
5454 DOC FEE $85.00
TIRE FEE TIRE FEE $8.75
ELEC ELECTRONIC FILING FEE $31.00
Subtotal $57,008.16
Total $57,008.16
6 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.

STEPHEN ROTHSTEIN
Office: 831-444-4485
Quote ID: 0729213
Date: 07/29/2021
Salinas Valley Ford Trucks | 1100 Auto Center Cir , Salinas, CA, 93907 Office: 831-444-4485 | Fax: 831-758-9053
1 Prepared for: Mr. Ronald Patterson
City of Salinas
Prepared by: STEPHEN ROTHSTEIN
07/29/2021 Salinas Valley Ford Trucks | 1100 Auto Center Cir Salinas CA | 93907 2021 Transit-350 Passenger RWD Medium Roof Van 148" WB XL (X2C) Price Level: 125 | Quote ID: 0729213
Table of Contents
Description Page
Cover Page 1
Table of Contents 2
As Configured Vehicle 3
Pricing Summary - Single Vehicle 5
2 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.

Prepared for: Mr. Ronald Patterson
City of Salinas
Prepared by: STEPHEN ROTHSTEIN
07/29/2021 Salinas Valley Ford Trucks | 1100 Auto Center Cir Salinas CA | 93907 2021 Transit-350 Passenger RWD Medium Roof Van 148" WB XL (X2C) Price Level: 125 | Quote ID: 0729213
As Configured Vehicle
Code Description MSRP
Base Vehicle
X2C Base Vehicle Price (X2C) $43,400.00
Packages
301A Order Code 301A N/C
Includes:
- Engine: 3.5L PFDi V6 Flex-Fuel
Includes port injection.
- Transmission: 10-Spd Automatic w/OD & SelectShift
Includes auxiliary transmission oil cooler.
- 3.73 Axle Ratio
- GVWR: 9,250 lbs
- Tires: 235/65R16C 121/119 R AS BSW
- Wheels: 16" Silver Steel w/Black Hubcap
- Ebony Cloth Bucket Seats
Includes 2-way manual driver seat with lumbar, 2-way manual passenger seat and driver and passenger armrest.
- Cloth Front Bucket Seats
- Radio: AM/FM Stereo
Includes 4.0" multi-function display, Bluetooth and dual USB ports. - 8 Speakers (4 Front/4 Rear)
Powertrain
998 Engine: 3.5L PFDi V6 Flex-Fuel Included
Includes port injection.
44U Transmission: 10-Spd Automatic
w/OD & SelectShift
Included
Includes auxiliary transmission oil cooler.

X73 3.73 Axle Ratio Included
STDGV GVWR: 9,250 lbs Included
Wheels & Tires
STDTR Tires: 235/65R16C 121/119 R AS
BSW
Included
STDWL Wheels: 16" Silver Steel w/Black
Hubcap
Included
Seats & Seat Trim
21M Ebony Cloth Bucket Seats Included
Includes 2-way manual driver seat with lumbar, 2-way manual passenger seat and driver and passenger armrest.

C Cloth Front Bucket Seats Included
3 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.

Includes:
- 8 Speakers (4 Front/4 Rear)
86F 2 Additional Keys (4 Total) $75.00
Includes key fobs.

Emissions
425 50-State Emissions System STD
Interior Color
CB_02 Ebony N/C
Exterior Color
YZ_01 Oxford White N/C
SUBTOTAL $43,975.00
Destination Charge $1,695.00
TOTAL $45,670.00
4 Prices and content availability as shown are subject to change and should be treated as estimates only. Actual base vehicle, package and option pricing may vary from this estimate because of special local pricing, availability or pricing adjustments not reflected in the dealer’s computer system. See salesperson for the most current information.

Prepared for: Mr. Ronald Patterson
City of Salinas
Prepared by: STEPHEN ROTHSTEIN
07/29/2021 Salinas Valley Ford Trucks | 1100 Auto Center Cir Salinas CA | 93907 2021 Transit-350 Passenger RWD Medium Roof Van 148" WB XL (X2C) Price Level: 125 | Quote ID: 0729213
Pricing Summary - Single Vehicle
MSRP
Vehicle Pricing
Base Vehicle Price $43,400.00
Options $575.00
Colors $0.00
Upfitting $0.00
Fleet Discount $0.00
Destination Charge $1,695.00
Subtotal $45,670.00
Pre-Tax Adjustments
Code Description MSRP
0927 Government and SVF Discount -$10,678.00
Total $34,992.00
Customer Signature Acceptance Date
5 City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#23-205, Version: 1
HVAC Maintenance Service Agreement
Approve a Resolution awarding HVAC service agreement for four city buildings to Environmental Systems Inc; and approve an appropriation of $26,975.00 to cover the services through the end of the fiscal year.

City of Salinas Printed on 3/29/2023Page 1 of 1
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CITY OF SALINAS

COUNCIL STAFF REPORT

DATE: APRIL 4, 2023
DEPARTMENT: PUBLIC WORKS
FROM: DAVID JACOBS, DIRECTOR
THRU: JENNY DAVILA, PW ADMIN SUPERVISOR
TITLE: HVAC MAINTENANCE SERVICE AGREEMENT

RECOMMENDED MOTION:

A motion to approve a resolution (1) awarding HVAC service agreement for four city buildings to Environmental Sys tems Inc ; and (2) approve an appropriation of $ 26,975 from two separate divisions’ operations budgets to cover the services through the end of the fiscal year.

RECOMMENDATION:

It is recommended that the City Council approve a resolution awarding HVAC service agreement to Environmental Systems Inc for the sum of $53,950.00 a year for three (3) years, with the option of five (5) one -year annual renewals; and approving an increase of up to $ 26,975 to both the General and Measure G Fund appropriations and use of corresponding fund balances to cover the services through the end of fiscal year 22/23.

EXECUTIVE SUMMARY:

On October 18th , 2022, a Request for Proposals (“RFP”) for City Wide HVAC Service was published via Planet Bids, an online bidding tool. Two vendors submitted proposals for evaluation.

An evaluation committee was formed to review the proposals for city -wide facilities. Facilities requiring HVAC services are comprised of a mix of, recreation centers and office/public buildings.

In evaluating the facilities, Staff has determined that for administrative purposes, ESI will service city facilities as listed in the RF P. Based on cost proposals received, general fund appropriations will be required.

BACKGROUND:

On October 18th , 20 22, a Request for Proposals (“RFP”) for City Wide HVAC Services was published via Planet Bids, an online bidding tool. A total of 13 vendors were notified, subsequently 2 registered as prospective bidders. A pre -proposal conference, attended by two prospective bidders, was held on October 24. Proposals were due on November 7th, at which time Two vendors submitted proposals for evaluation.

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An evaluation committee, comprised of four cross-departmental City staff members, was formed.

The committee conducted a thorough evaluation of the proposals, based on the criteria set forth in the RFP. Proposals’ prices were then evaluated using a points method and a final score assigned to each respondent per facility group. With the Points Method, the proposal with the lowest cost received the maximum points allowed , based on all 4 categories scored . Any local vendor was allotted a 10% point increase as identified in the RFP. For a summary of evaluations, refer to Exhibit A.

The city facilities requiring HVAC services consist of a mix of , recreation centers, office/public buildings. These include:

GROUP/CATEGORY FACILITY LOCATION
Facilities City Hall and Rotunda 200 Lincoln Avenue, 93901

Rec Centers Sherwood Hall 940 N Main Street, 93906
Aquatic Center 1 E Bernal Dr.

In evaluating the facilities, Staff determined that for administrative purposes, the HVAC services agreement will be awarded to Environmental Systems Inc.

CEQA CONSIDERATION:

Not a Project . The City of Salinas has determined that the proposed action is not a project as defined by the California Environmental Quality Act (CEQA) (CEQA Guidelines Section 15378).

STRATEGIC PLAN INITIATIVE:

This item relates to the City Council’s Strategic P lan of Infrastructure and Environmental Sustainability. It’s the City’s goal to safely and efficiently manage the infrastructure with which we have been entrusted.

DEPARTMENTAL COORDINATION:

The Maintenance Services and Administration divisions within the Public Works Department worked hand in hand in the formulation of the RFP and throughout the procurement process.

Recreation, Park, and Facilities Staff made up the evaluation committee and worked closely during the RFP submittal review process. Legal staff will review the contract agreement as to form and legality, while Finance will assist Public Works in the issuance of a purchase order and monitoring of progress payments.

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FISCAL AND SUSTAINABILITY IMPACT:

The contract with Environmental Systems Inc is for $53,950 per year which will be funded through the departments’ operation budgets or the respective cost centers. Supplemental appropriations totaling $53,950 are requested to cover the cost. A breakdown by GL is listed below.

Available budget and proposed costs are outlined in the table below.

FACILITY GENERAL

LEDGER BUDGET

PROPOSED
ANNUAL
COST

AVAILABLE
BUDGET
(THRU JUNE
2023)

PROPOSED COST
(DEC THRU JUNE
2023)

SHORTFALL

City Hall and Rotunda 1000.50.5232-63.4500 $20,500 $0 $20,500 ($20,500)

Sherwood Hall 1200.55.6243-63.4500 $33,450 $0 $33,450 ($33,450)

Total $53,950 $0 $53,950 ($53,950)

ATTACHMENTS:

Resolution
Evaluation / Cost Summary
Draft Agreement for Services

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RESOLUTION NO. (N.C.S.)

A RESOLUTION OF THE SALINAS CITY COUNCIL AWARDING HVAC SERVICE

AGREEMENT TO ESI, INC

WHEREAS, on October 18, 2022, the City conducted a request for proposals (“RFP”) for city wide HVAC services at various facilities; and

WHEREAS, proposals for said work were received at the office of the City Clerk at City Hall, 200 Lincoln Avenue, Salinas California until November 7, 2022; and

WHEREAS, a total of two vendors submitted proposals for evaluation; and

WHEREAS, an evaluation committee, comprised of four, cross -departmental City staff members, conducted a thorough evaluation and scoring of the proposals based on the criteria set forth in the RFP; and

WHEREAS, using the Point Method each proposal’s cost was evaluated, assigned a score then combined with the evaluation committees’ score (from the RFP criteria), thus providing a final “score” from each vendor per facility; and

WHEREAS, an appropriation of $53,950 to operations budgets is required in order to fund the services.

NOW, THEREFORE, BE IT RESOLVED that the Salinas City Council , pursuant to Salinas Municipal Code Section 12 -21, in reference to HVAC services contract, that all said proposals are rejected except the proposal of Environmental Systems Inc., (“ESI”), being the most qualified which is hereby accepted for the four city facilities listed in the RFP. The subject contract agreement is hereby awarded to ESI for the sum of $53,950 per year (for a period of 3 years, with five, one-year annual renewal options).

BE IT FURTHER RESOLVED that Salinas City Council hereby approves an increase of up to $ 26,975 to both the General and Measure G Fund appropriations, to be distributed as shown below, and use of corresponding fund balances:

GENERAL LEDGER ACCOUNT ADDITIONAL

APPROPRIATION

FROM GENERAL
FUND
1000.50.5232-63.4500 $20,500
1200.55.6243-63.4500 $33,450
TOTAL $53,950

PASSED AND APPROVED this 4th day of April, 2023, by the following vote:

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AYES:

NOES:

ABSENT:

ABSTAIN:

APPROVED:

_______________________
Kimbley Craig, Mayor

ATTEST:

_________________________
Patricia M. Barajas, City Clerk
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AGREEMENT FOR SERVICES BETWEEN

THE CITY OF SALINAS AND ENVIRONMENTAL SYSTEM INC

HVAC Services

THIS AGREEMENT is executed this 4th day of April 2023, Agreement between the City of Salinas, a California Charter city and municipal corporation (hereinafter “City”) and Environmental Systems Inc, a California corporation (Hereinafter “Contractor”).

IT IS HEREBY MUTUALLY AGREED AS FOLLOWS:

1. Scope. Contractor hereby agrees to provide to the City, as the scope of services under this Agreement, the following services: Quarterly HVAC maintenance service on city buildings.

Scope of work is further discussed in City’s Request for Proposal for City HVAC services, Attachment B and Contractor’s Proposal dated 10/18/23, Attachment C further explains the requirement from the Department of Industrial Relations.

2. Timeliness. Contractor shall perform all tasks in a timely fashion, as set forth more specifically in Section 3 below. Failure to so perform is hereby deemed a material breach of this Agreement, and City may terminate this Agreement with no further liability hereunder, or the city may agree in writing with Contractor to an extension of time.

3. Term. The work under this Agreement shall commence April 4, 2023 and shall be continue for a period of three years, through April 4, 2026 (Initial Term). City and Contractor have the option to extend the term for five one-year annual renewal extensions provided a written request is received no less than 60days before the end of the initial term unless City grants a written extension of time as set forth in Section 2 above.

4. Payment. City agrees to pay, and Contractor agrees to accept as full and fair consideration for the performance of this Agreement, Fifty-Three Thousand Nine Hundred Fifty Dollars ($53,950) annually, plus an hourly rate for emergency call backs (Items C1) as more fully described in title of Contractors fee schedule, Attachment C. Contractor has no right of reimbursement for expenses under this Agreement. Compensation shall become due and payable 30 days after City’s approval of Contractor’s submission of monthly written invoices to the City.

The payment of any compensation shall be contingent upon performance of the terms and conditions of this Agreement to the satisfaction of the City. If City determines that the work set forth in the written invoice has not been performed in accordance with the terms of this Agreement, City shall not be responsible for payment until such time as the work has been satisfactorily performed.

5. Meet & Confer. Contractor agrees to meet and confer with City or its agents or employees with regard to services as set forth herein as may be required by City to insure timely and adequate performance of this Agreement.

6. Insurance. Contractor shall procure and maintain for the duration of this Agreement insurance meeting the requirements specified in Attachment A hereto.

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7. Indemnification. Contractor shall hold harmless, defend at its own expense, and indemnify City and its officers, officials, employees, agents, and volunteers from and against all liability, claims, damages, losses, and/or expenses including reasonable City attorney fees arising from all acts or omissions of Contractor or its officers, agents, or employees arising out of the performance of the work under this Contract, caused in whole or in part by any negligent act or omission of the Contractor, any subcontractor, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable, except where caused by the sole negligence or willful misconduct of the City.

8. Licensing. Contractor warrants that it is properly licensed to perform the work specified under this Agreement, including but not limited to possession of a current City business license.

9. Termination. City may terminate this Agreement upon ten days’ written notice. The amount of damages, if any, as a result of such termination may be decided by negotiations between the parties or before a court of competent jurisdiction.

10. Agency. In performing the services specified under this Agreement, Contractor is hereby deemed to be an independent contractor and not an agent or employee of City.

11. Non-Assignability. The rights and obligations of Contractor hereunder are not assignable and cannot be delegated without written consent of City.

12. Entire Agreement. This Agreement constitutes the entire Agreement between the parties hereto and supersedes any and all prior agreements, whether oral or written, relating to the subject matter thereof. Any modification of the Agreement will be effective only if it is in writing signed by both parties hereto.

13. Validity. If any provision in this Agreement is held by a court of competent jurisdiction to be invalid, void or unenforceable, the remaining provisions will continue in full force without being impaired or invalidated in any way.

14. Counterparts. This Agreement may be executed in multiple originals, each of which is deemed to be an original, and may be signed in counterparts.

15. Laws. Contractor agrees that in the performance of this Agreement it will comply with all applicable State, Federal and local laws and regulations. This Agreement shall be governed by and construed in accordance with the laws of the State of California, County of Monterey, and City of Salinas.

IN WITNESS WHEREOF, this Agreement is entered into by the parties hereto on the day and year first written above.

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CITY OF SALINAS

__________________________________
Steve Carrigan
City Manager

APPROVED AS TO FORM:

_________________________________
Christopher A. Callihan, City Attorney, or
Rhonda Combs, Assistant City Attorney

CONTRACTOR

___________________________________

By (Printed Name):___________________

Its (Title):___________________________

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Attachment A

Insurance Requirements

Contractor shall procure and maintain for the duration of the contract, and for three years thereafter, insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his/her/its officers, agents, representatives, employees, and/or subcontractors.

MINIMUM SCOPE AND LIMIT OF INSURANCE
Coverage shall be at least as broad as:

1. Commercial General Liability (“CGL”): Insurance Services Office (“ISO”) Form CG 00 01 covering CGL on an occurrence basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location (ISO Form CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit.

2. Automobile Liability: ISO Form CA 0001 covering Code 1 (any auto), with limits no less than $1,000,000 per accident for bodily injury and property damage.

3. Workers’ Compensation: as required by the State of California, with Statutory Limits, and Employers’ Liability insurance with a limit of no less than $1,000,000 per accident for bodily injury or disease.

4. Contractors’ Pollution Legal Liability and/or Asbestos Legal Liability and/or Errors and Omissions (if project involves environmental hazards): with limits no less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate, on an annual basis.

If the Contractor maintains broader coverage and/or higher limits than the minimums shown above, the Contractor requires and shall be entitled to the broader coverage and/or higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.

Self-Insured Retentions
Self-insured retentions must be declared to and approved by the City. At the option of the City, either: the Contractor shall cause the insurer shall to reduce or eliminate such self-insured retentions as respects the City, its officers, officials, employees, and volunteers; or the Contractor shall provide a financial guarantee satisfactory to the City guaranteeing payment of losses and related investigations, claim administration, and defense expenses. The policy language shall provide, or be endorsed to provide, that the self-insured retention may be satisfied by either the named insured or City.

Other Insurance Provisions
The insurance policies are to contain, or be endorsed to contain, the following provisions:

1. The City, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts, or equipment furnished in connection with such work or operations and automobiles owned, leased, hired, or borrowed by Agreement for Services v. January 2021 Page 5 of 26
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or on behalf of the Contractor. General liability coverage can be provided in the form of an endorsement to the Contractor’s insurance (at least as broad as ISO Form CG 20 10, CG 11 85 or both CG 20 10, CG 20 26, CG 20 33, or CG 20 38; and CG 20 37 forms if later revisions used).

2. For any claims related to this project, the Contractor’s insurance coverage shall be primary insurance coverage at least as broad as ISO CG 20 01 04 13 as respects the City, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees, or volunteers shall be excess of the Contractor’s insurance and shall not contribute with it.

3. Each insurance policy required by this clause shall provide that coverage shall not be canceled, except with notice to the City.

4. A copy of the claims reporting requirements must be submitted by Contractor to the City.

5. If the services involve lead-based paint or asbestos identification/remediation, the Contractor’s Pollution Liability policy shall not contain lead-based paint or asbestos exclusions. If the services involve mold identification/remediation, the Contractor’s Pollution Liability policy shall not contain a mold exclusion, and the definition of Pollution shall include microbial matter, including mold.

Acceptability of Insurers
Insurance is to be placed with insurers authorized to conduct business in the state with a current A.M. Best rating of no less than A: VII, unless otherwise acceptable to the City.

Waiver of Subrogation
Contractor hereby agrees to waive rights of subrogation which any insurer of Contractor may acquire from Contractor by virtue of the payment of any loss. Contractor agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation. The Workers’ Compensation policy shall be endorsed with a waiver of subrogation in favor of the City for all work performed by the Contractor, its employees, agents and subcontractors.

Verification of Coverage
Contractor shall furnish the City with original Certificates of Insurance including an additional insured endorsement and all required amendatory endorsements (or copies of the applicable policy language effecting coverage required by this clause) and a copy of the Declarations and Endorsement Page of the CGL policy listing all policy endorsements to City before work begins.

However, failure to obtain the required documents prior to the work beginning shall not waive the Contractor’s obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time.

Subcontractors
Contractor shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that City is an additional insured on insurance required from subcontractors. For CGL coverage subcontractors shall provide coverage with a form at least as broad as CG 20 38 04 13.

Maintenance of Insurance
Maintenance of insurance by Contractor as specified shall in no way be interpreted as relieving Agreement for Services v. January 2021 Page 6 of 26
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Contractor of its indemnification obligations or any responsibility whatsoever and the Contractor may carry, at its own expense, such additional insurance as it deems necessary.

Special Risks or Circumstances
City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances.

Surety Bonds
Contractor shall provide the following Surety Bonds:

1. Payment bond

2. Performance bond

3. Maintenance bond

The Payment Bond and the Performance Bond shall be in a sum equal to the contract price. If the Performance Bond provides for a one-year warranty, a separate Maintenance Bond is not necessary. If the warranty period specified in the contract is for longer than one year a Maintenance Bond equal to 10% of the contract price is required. Bonds shall be duly executed by a responsible corporate surety, authorized to issue such bonds in the State of California and secured through an authorized agent with an office in California.

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Attachment B

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Attachment B

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Attachment C
DEPARTMENT OF INDUSTRIAL RELATIONS’ STATE LABOR CODE
Labor Law Requirements
(CCR Title 8, Section 16421)

This public works project is subject to compliance monitoring and enforcement by the California Department of Industrial Relations (“DIR”). All work shall be in accordance with wage scales and applicable determinations made by the Director of the DIR, as p rovided by Article 2, Chapter 1, Division 2, Part 7 of the Labor Code of the State of California, commencing with §1771.

Penalties for violations may be applied by the DIR pursuant to the Labor Code §1813 and §1815. The C ontractor shall indemnify, hold harmless, and defend the City (with counsel reasonably approved by the City) against any claim for damages, compensation, fines, penalties , or other amounts arising out of the failure or alleged failure of any person or entity (including Contractor and its subcontractors) to pay prevailing wages as determined pursuant to Labor Code §1720, and hereby agrees to, §§1771-1774; to employ apprentices pursuant to Labor Code §1777.5 et seq., and/or to comply with the other applicable provisions of Labor Code §1720 et seq., §§1771- 1774, §1777.5 et seq., and the implementing regulations of the DIR in connection with t he scope of work. This indemnification section shall survive the expiration of the Term.

The Federal and State Labor Law requirements applicable to the Agreement are composed of, but not limited, to the following items:

1. Payment of Prevailing Wage Rates: All contractors, including subcontractors, shall pay no less than the prevailing rate of wages (Labor Code §1775), including the rates for holidays and overtime work (Labor Code §§1813 and 1815), to all workers employed in the execution of the contract (Labor Code §1774), pursuant to Labor Code §§1720-1784.

The prevailing rates are those issued as wage determinations by the D IR, for each craft, classification and type of work. The current wage rate information can be found at the DIR’s website at: https://www.dir.ca.gov/oprl/DPreWageDetermination.htm.

Copies of the prevailing rate of pe r diem wages are on file at City’s Public Works Department (principal place of office). Contractor shall post a copy of the determination of the Director of DIR of the prevailing rate of per diem wages at each job site.

2. Apprentices: Contractor and subcontr actors shall employ registered apprentices on this public works Agreement pursuant to Labor Code §1777.5. All contractors on this project (prime and subcontractors) are required to submit the Division of Apprenticeship Standards’ (“DAS”) Public Works Contr act Award Information (DAS 140) form to all applicable apprenticeship committees no later than 10 days before commencing work.

Additionally, all contractors are required to request registered apprentices (DAS 142 form).

Penalties for failure to pay prevail ing wages (for non -exempt projects) and failure to employ apprentices include forfeitures and debarment under Labor Code § §1775 and 1777.7.

3. Certified Payroll Records: All contractors, including subcontractors, must maintain and file certified payroll recor ds (“CPRs”) pursuant to Labor Code §1776. Additionally, all contractors and subcontractors must furnish certified payroll records into the DIR’s Electronic Certified Payroll Reporting (“eCPRs”) database Agreement for Services v. January 2021 Page 25 of 26
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(https://efiling.dir.ca.gov/eCPR/pages/eCPROnlineForm.jsp). Penalties apply to Contractor and any Subcontractors for failure to do so under Labor Code §1777.

4. Subcontracting: Contractors are required to list all subcontractors hired to perform work on this public works agreement.

5. Proper Licensing/Registration : All contractors and subcontractors are required to be properly licensed, in accordance with the Provisions of Chap ter 9 of Division 3 of the Business and Professions Code and subject to the requirements of §4104 of the Public Contract Code. In addition, all contractors including subcontractors must submit proof of current registration to perform public work, pursuant to Labor Code §1771.1. Contractors are r equired to be properly licensed and to require all subcontractors to be properly licensed. Penalties for employing workers while unlicensed under Labor Code §1021 and under the California Contractors License Law, fou nd at Business and Professions Code §7000 et. seq.

6. Job Site Notices: Contractors are required to post all required notices (posters) on the job site in an area accessible to all workers, including subcontractors. Posters must be readable and placed in visible areas allowing workers to access the posters before, during, and after work shifts. Jobsites with multiple locations must include a portable poster board to ensure continued access to the information. Posters placed in foreman, supervisor, or employee vehicles, in an offsite job trailer, or inside a temporary restroom do not meet the posting requirement. Posters may be printed from the DIR’s website at:
http://www.dir.ca.gov/wpnodb.html.

7. Nondiscrimination in Employment – Equal Employment Opportunity (“EEO”) :

Employment discrimination is prohibited, pursuant to Labor Code §1777.6, the Government Code, and Title VII of the Civil Rights Act of 1964.

8. Kickbacks Prohibited: Contractors and subcontractors are prohibited from recapturing wages illegally by accepting or extracting “kickbacks” from employee wages pursuant to Labor Code §1778.

9. Acceptance of Fees Prohibited : Contractors and subcontractors are prohibited from accepting fees for registering any pers on for public work or for filling work orders on public works contracts, pursuant to Labor Code §§1779 and 1780.

10. Unfair Competition Prohibited : Contractors and subcontractors are prohibited from engaging in unfair competition as specified under Business and Professions Code §§17200 - 17208.

11. Workers’ Compensation: Contractors and subcontractors must be properly insured for Workers’ Compensation under Labor Code §1861. Contractor hereby represents that Contractor is aware of the provisions of Section 3700 of the Labor Code, which require every employee to be insured against liability for Workers’ Compensation or to undertake self-insurance in accordance with the provisions of that Code, and Contractor will comply with such provisions before commencing the performance of the work of this agreement.

12. OSHA: Contractors and subcontractors must abide by the Occupational, Safety, and Health Laws and regulations that apply.

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City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#23-206, Version: 1
Natividad Creek Park Restroom Rehabilitation Project (CIP 9346) Approve a Resolution approving the Plans and Specifications for the Natividad Creek Park Restroom Rehabilitation Project (CIP 9346) and rejecting all bids received in response to the City’s Request for Proposals released on December 16, 2022.

City of Salinas Printed on 3/29/2023Page 1 of 1
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Page | 1

CITY OF SALINAS

COUNCIL STAFF REPORT

DATE: APRIL 4, 2023
DEPARTMENT: COMMUNITY DEVELOPMENT DEPARTMENT
FROM: MEGAN HUNTER, COMMUNITY DEVELOPMENT DIRECTOR
THROUGH: ROD POWELL, PLANNING MANAGER
BY: CRISTINA GONZALEZ, COMMUNITY DEVELOPMENT ANALYST
TITLE: NATIVIDAD CREEK PARK RESTROOM REHABILITATION
PROJECT (CIP 9346)

RECOMMENDED MOTION:

A motion to approve a Resolution:
1) approving the Plans and Specifications for the Natividad Creek Park Restroom Rehabilitation Project (CIP 9346); and
2) rejecting all received bids in response to Project’s City of Salinas RFP.

EXECUTIVE SUMMARY:

In FY 19 -20, as a designated federal Department of Housing and Urban Development (HUD) entitlement jurisdiction, the City awarded a portion of its Community Development Block Grant funding to support the much-needed Natividad Creek Park Restroom Rehabilitation Project. In compliance with HUD requirements and in coordination with the City’s Library and Community Services Department, the Community Development Department (CDD) released a 30-day public Request for Proposals (RFP) on December 16, 2022 with a submission deadline of January 17, 2022.

In total, three bid proposals were received, two of which were deemed incomplete and disqualified from additional consideration and a third proposing a bid amount forty-eight percent (48%) higher than the anticipated estimate provided by the project’s construction consultant. Based on low number of bid proposals received and the significantly higher than anticipated amount requested in the lone compliant response, staff recommends the rejection of all received bids to allow for the release of a second RFP and the potential receipt of more cost -effective proposals with amounts closer to the anticipated construction estimate.

BACKGROUND:

On June 4, 2019, the City adopted its Annual Action Plan (AAP) for FY 2019-20 through its FY 2020 – 24 Consolidated Plan process through Resolution #21614 . In the FY 2019 -20 AAP, the City allocated a portion of its Community Development Block Grant funds to the Natividad Creek Park Restroom Rehabilitation Project, CIP 9346 (Grant#: B-19-MC-06-0005) in the amount of $442,070.

Page | 2
Of this amount, $401,882.00 is allocated towards construction costs of the Project with the remaining amount of $40,188 allocated to support CDD staff time in managing and delivering its completion..

DISCUSSION:

In preparation of the release of an RFP fo r the Project, CDD staff worked with a construction consultant to assemble complete plans and specifications and an estimate of the probable total construction cost. The Project’s scope of work consists of painting the interior and exterior of the building, replacement of the existing roof with the inclusion of skylights and vents, replacement of existing interior and exterior light fixtures and motion sensors, replacement of exterior doors, repair or replacement of interior stall doors, replacement of existing fixtures with stainless steel fixtures, general plumbing and electrical work , and the installation of a new flush meter. The Project also includes improved Americans with Disabilities Act (ADA) parking lot access and the installation of ADA compliant restroom and parking lot signage.

Public noticing of the Project’s RFP occurred on December 16, 2023, with a submission deadline of January 17, 2023 to the City’s Planetbids platform. Following the release of the RFP, the City issued two RFP addendums. Addendum 1 provided an update to the Civil and Architectural Set of Plans and Specifications and Addendum 2 p rovided response to questions received from prospective bidders, a revised base bid table, and an updated U.S. Department of Labor Wage Decision for the Project.

In total, three prospective bidders submitted proposals for the Project: Aiden’s Quality Painting, HA Construction, and Stellar BG Inc. Of the proposals received, the lowest bid proposal was disqualified due to an incomplete electronic submittal that failed to bid the entire project scope. The next lowest bid proposal was also disqualified due to an incomplete electronic submittal and failure to include a required bid bond copy. A third complete proposal was received; however, this proposal proposed a cost 48% above the Project’s estimate. Due to the low number of accepted proposals and bid costs significantly higher than the original estimate , staff are recommending the rejection of all bids to allow for the release of a new RFP for the Project in early May 2023.

CEQA CONSIDERATION:

Categorical Exemptions. The City of Salinas has determined that the project is exempt from the California Environmental Quality Act (CEQA) Guidelines Section 15301 Existing Facilities, Class I (a)(c)(d)(g) as the Project proposes rehabilitation of an existing public restroom facility.

STRATEGIC PLAN INITIATIVE:

The proposed Project supports City of Salinas Strategic Plan 2022-2025 G oals and Strategies of Infrastructure and Environmental Sustainability and Youth and Seniors.

DEPARTMENTAL COORDINATION:

This item has involved significant inter-departmental coordination inclusive of CDD , Finance, Library and Community Services, Public Works , and the City Attorney. CDD’s Housing and Community Development Division has also coordinated with HUD regarding this agenda item.

Page | 3

FISCAL AND SUSTAINABILITY IMPACT:

HUD CDBG funding to support the Project is appropriated in the Community Development fund as authorized by Council approval of the City’s FY 2019-20 AAP on June 4, 2019.

ATTACHMENTS:

Resolution
Project Plans
Project Specifications
Bid Proposal Comparison

RESOLUTION NO. _______ (N.C.S.)

A RESOLUTION APPROVING THE PLANS AND SPECIFICATIONS FOR THE NATIVIDAD CREEK PARK RESTROOM REHABILITATION PROJECT (CIP 9346)

AND REJECTION OF ALL BIDS RECEIVED IN RESPONSE TO THE CITY OF

SALINAS REQUEST FOR PROPOSALS FOR THE NATIVIDAD CREEK PARK RESTROOM REHABILITATION CIP NO. 9346 ISSUED DECEMBER 16, 2022

WHEREAS, City staff have completed the Plans and Specifications for the Natividad Creek Park Restroom Rehabilitation Project (CIP 9346); and

WHEREAS, the Project will be fully funded using City Community Development Block Grant funds as authorized by Council in its U.S Department of Housing and Urban Development FY 2019-20 Annual Action Plan on June 4, 2019; and

WHEREAS, City staff noticed the Project for bid on December 16, 2022, with a submission deadline of January 17, 2023, and issued two clarifying Addendums within the bid submission period; and

WHEREAS, the City received a total of three bid proposals, of which two w ere disqualified and the third deemed complete with a total cost 48% above the Project’s original construction cost estimate; and

WHEREAS, staff recommends the rejection of all bids received due to the low number of qualified accepted bids and a determination that the single complete bid proposal received has a significantly higher cost than the original construction cost estimate and is beyond a reasonable level of acceptance; and

WHEREAS, following the rejection of all b ids, staff will prepare and release a second Request for Proposals in an attempt to obtain bids more closely aligned with the anticipated costs; and

WHEREAS, the City has determined that the Project is exempt from the California Environmental Quality Act (CEQA) Guidelines (Section 15301 Existing Facilities , Class 1 (a)(c)(d)(g)) because the project proposes rehabilitation of an existing public restroom facility.

NOW, THEREFORE, BE IT RESOLVED that the Salinas City Council hereby approves the Plans and Specifications for the Natividad Creek Park Restroom Rehabilitation Project (CIP9346); and

BE IT FURTHER RESOLVED that the Salinas City Council hereby rejects all bids received in response to the City of Salinas Natividad Creek Park Restroom Rehabilitation Project CIP NO. 9346.

PASSED AND APPROVED this 4th day of April 2023 by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

APPROVED:

_________________________________

Kimbley Craig, Mayor
ATTEST:

_________________________
Patricia M. Barajas, City Clerk

PROJECT INFO.

SITE DIAGRAM,

COVER SHEET
A001
20031-A001
RC
-
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

4.5.2021
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.: 153-102-044
1 PUBLIC WORKS

COMMENTS RESPONSE
No. C31466
REN.1/31/23

LICENSED ARCHITECT

STATE OF C A L I F O R N I A

CHRISTOPHER BARLOW

MECHANICAL

ELECTRICAL

ARCHITECT
OWNER
Monterey
Carmel
TRUE
NORTH

PROJECT

LOCATION
Santa Cruz

WOOD FINISH
X
AX.X
DETAIL

DETAIL IDENTIFICATION

SHEET WHERE DETAIL

IS DRAWN

ADD ALTERNATE
Pacific
Grove

WOOD FRAMING

CONTINUOUS MEMBER

WOOD BLOCKING

GYPSUM WALLBOARD
A.C. PAVING

PLYWOOD
X
+XXX.X
+XXX.X
+XXX.X
+XXX.X

EXISTING GRADE (SPOT)

ELEVATION

SURFACE

REVISION

PROPERTY LINE

FINISH GRADE (SPOT)

ELEVATION

SURFACE
1395 Nogal Dr
Salinas, Ca 93905

SAND, MORTAR,

PLASTER

CONCRETE BLOCK
CAST-IN-PLACE (C.I.P.)

CONCRETE
(E) STUD WALL TO

BE REMOVED

SOUND INSULATED

STUD WALL
LEGEND
METAL
(N) STUD WALL
(E) STUD WALL
ROCK
EARTH
X
AX.X
XX
XX
X
XX

WORK POINT, DATUM

POINT OR CONTROL

SECTION

SECTION IDENTIFICATION

SHEET WHERE SECTION

IS DRAWN

VERTICAL OR HORIZONTAL

DIAPHRAGM KEY

DEMOLITION TAG

MATCH LINE

KEY TAG

WINDOW SYMBOL

SYMBOLS

XXXDOOR SYMBOL

NATIVIDAD CREEK PARK

RESTROOM REMODEL
101
1 Gonzales
101
68 1
Carmel
Valley
to Big Sur
Seaside
Soledad
G16
Chualar
183
156
152
Watsonville
Castroville
Fort Ord
Marina
Hollister
Salinas
Prunedale
152
Gilroy
156

LOCATION MAP
to San
FranciscoAptos

VICINITY MAP

SITE IMAGE DIAGRAM

GENERAL NOTES

PROJECT TEAM

PROJECT INFORMATIONSHEET INDEX
SHT. #SHEET TITLE
TITLE
A001SITE DIAGRAM, PROJECT INFO., COVER SHEET
G010CAL GREEN CHECKLIST
G011CAL GREEN CHECKLIST
G012CAL GREEN CHECKLIST
CIVIL
C1(NOT USED)
C2DEMOLITION SITE PLAN
C3SITE LAYOUT PLAN
C4GRADING PLAN
C5(NOT USED)
C6DETAILS
C7(NOT USED)
C8EROSION CONTROL PLAN

ARCHITECTURAL
A201FLOOR PLAN, ROOF PLAN, DEMO PLAN & ELEVATIONS
A301DOOR & FINISH SCHEDULE
A800DETAILS
A902ACCESSIBILITY DETAILS

STRUCTURAL
S101ROOF FRAMING PLAN

PLUMBING
P0.1TITLE SHEET PLUMBING
P2.1FLOOR PLANS PLUMBING

ELECTRICAL
E0.1SYMBOLS, ABBREV., CODES, STANDARDS, CONSTR. NOTES
E0.2CA ENERGY COMPLIANCE T-24 (INTERIOR)
E0.3CA ENERGY COMPLIANCE T-24 (EXTERIOR)
E1.0PANEL SCHED., ELECT. DEMO, POWER & LIGHTING PLANS
E2.0ELECTRICAL SPECIFICATIONS

1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL

DIMENSIONS, GRADES, AND OTHER CONDITIONS, AND SHALL CORRELATE AT THE JOB SITE ALL SUCH ITEMS. GENERAL CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO

THE ARCHITECT FOR CLARIFICATION AND CORRECTION PRIOR TO BEGINNING ANY WORK.

2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THE

COORDINATION OF ALL TRADES AND GOVERNING AGENCIES, AND SHALL PROVIDE ALL

MATERIALS AND LABOR (SHOWN OR INFERRED) ON THESE PLANS TO RENDER THE WORK COMPLETE.

3. IT SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY FOR THE SUPERVISION OF THE WORK.

4. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF THE WORK OR THE PROPER EXECUTION OF THE SAME.

5. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. ANY

AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY, PRIOR TO COMMENCEMENT OF WORK.

6. THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. IT IS THE

RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND

MATERIALS NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OF

THESE DRAWINGS, EITHER SHOWN OR INFERRED HEREIN, THROUGH PROPER AND ESTABLISHED CONSTRUCTION PRACTICES.

7. EXISTING CONSTRUCTION DETAILS SHOWN HEREIN ARE ASSUMED TO BE SUBSTANTIALLY CORRECT AND MAY NOT DEPICT THE ACTUAL CONDITION. THE

GENERAL CONTRACTOR SHALL VERIFY (E) CONDITIONS AND NOTIFY THE ARCHITECT ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK.

8. ANY PROPOSED SHUT DOWN OF UTILITIES SHALL BE REGISTERED IN WRITING AT LEAST SEVEN (7) WORKING DAYS IN ADVANCE. REQUESTS SHALL BE DIRECTED TO THE ARCHITECT.

9. ANY PROPOSED WORK THAT TAKES PLACE AFTER NORMAL BUSINESS HOURS SHALL BE MADE IN WRITING AT LEAST SEVEN (7) WORKING DAYS IN ADVANCE. REQUESTS SHALL BE DIRECTED TO THE ARCHITECT.

10.PROVIDE ALL REQUIRED FIRE BLOCKING IN ACCORDANCE WITH SECTION 708 OF THE CURRENT ADOPTED EDITION OF C.B.C.

ABBREVIATIONS
&AND
∠ANGLE
@ AT
℄CENTERLINE
ØDIAMETER OR ROUND
┴PERPENDICULAR
⅊PROPERTY LINE
#POUND OR NUMBER
A.B. ANCHOR BOLT
A.B.S. ACRYLONITRILE BUTADIENE
ABV. ABOVE
A.A. ASPHALTIC CONCRETE

A/C AIR CONDITIONING
ACOUS. ACOUSTICAL
ADJ. ADJUSTABLE
A.F.F. ABOVE FINISH FLOOR
AGGR. AGGREGATE
ALUM. ALUMINUM
ANOD. ANODIZED
A.P.A AMERICAN PLYWOOD

ASSOCIATION
APPROX. APPROXIMATE
ARCH. ARCHITECTURAL
A.S. ADJUSTABLE SHELF
BD. BOARD
BIT. BITUMINOUS
BLDG. BUILDING
BLK. BLOCK
BLKG. BLOCKING
BM. BEAM
B.M. BENCH MARK
BOT. BOTTOM
BRG. BEARING
BTWN. BETWEEN
B.U.R. BUILD-UP ROOFING
B.W. BOTH WAYS
CAB. CABINET
C.B. CATCH BASIN

CBC CALIFORNIA BUILDING CODE
CEM. CEMENT
CER. CERAMIC
CFCI. CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED
C.F. CUBIC FEET
C.I. CAST IRON
C.J. CONTROL JOINT
CL. CLOSET
CLG. CEILING
CLKG. CAULKING
CLR. CLEAR(ANCE)
C.M.U. CONCRETE MASONRY UNIT
COL. COLUMN
COMP. COMPOSITION
CONC. CONCRETE
CONN. CONNECTION
CONSTR. CONSTRUCTION
CONT. CONTINUOUS
COR. CORRUGATED
C.O.T.G. CLEAN-OUT TO GRADE
CSMT. CASEMENT
CSWK. CASEWORK
C.T. CERAMIC TILE
CTR. COUNTER
CTSK. COUNTERSINK
C.Y. CUBIC YARD
DBL. DOUBLE
DEPT. DEPARTMENT
DET. DETAIL
DF. DRINKING FOUNTAIN
D.F. DOUGLAS FIR
D.G. DECOMPOSED GRANITE
D.H. DOUBLE HUNG
DIAG. DIAGONAL
DIA. DIAMETER
DIMEN. DIMENSION
DISP. DISPENSER/DISPOSER
DN. DOWN
DR. DOOR
DRWG. DRAWING
D.S.B. DBL. STRENGTH B GRADE
(GLASS)
D.S. DOWNSPOUT
DWR. DRAWER
D.W. DISH WASHER
E. EAST
EA. EACH
E.J. EXPANSION JOINT
ELEV. ELEVATION, ELEVATOR
ELEC. ELECTRIC(AL)
EMER. EMERGENCY
ENCL. ENCLOSURE
EQUIP. EQUIPMENT N.I.C. W/ WITH
EWC. ELECTRIC WATER COOLER
(E) EXISTING
EXH. EXHAUST
EXP. EXPOSED/EXPANSION
EXT. EXTERIOR
F.A. FIRE ALARM
FAST. FASTEN(ER)
F.A. FLAT BAR
F.D. FLOOR DRAIN
FEC. FIRE EXTINGUISHER CABINET
F.F. FINISH FLOOR
F.G. FINISH GRADE
FND. FOUNDATION
F.E. FIRE EXTINGUISHER
F. FIBERGLASS
FIN. FINISH(ED)
F.H.M.S. FLATHEAD MECHANICAL
SCREW
F.H.W.S. FLATHEAD WOOD SCREW
FLASH. FLASHING
FLR. FLOOR(ING)
FLUOR. FLUORESCENT
F.O. FACE OF
F.O.B. FACE OF BLOCK
F.O.C. FACE OF CONCRETE
F.O.F. FACE OF FINISH
F.O.M. FACE OF MASONRY
F.O.S. FACE OF STUD
F.P. FIREPLACE
F.R.P. FIBERGLASS REINF. PANEL
F.S. FULL SIZE
FT. FOOT/FEET
FTG. FOOTING
FURR. FURRED(ING)
FUT. FUTURE
GA. GAUGE/GAGE
GALV. GALVANIZED
G.B. GRAB BAR
G.I. GALVANIZED IRON
GL. GLASS/GLAZING
G.L.B. GLUE-LAM BEAM
GR. GRADE(ING)
G.W.B. GYPSUM WALLBOARD
H.B. HOSE BIB
HBD. HARDBOARD
H.A. HOLLOW CORE
HDR. HEADER
HDWR. HARDWARE
H.M. HOLLOW METAL
HORZ. HORIZONTAL
H.S. HEAVY SHEET
HT. HEIGHT
HTG. HEATING
H.W. HOT WATER
HWD. HARDWOOD
HVAC. HEATING/VENTILATING/AIR

CONDITIONING
I.C.C. INTERNATIONAL CODE

COUNCIL
ID. INSIDE DIAMETER
INCL. INCLUDE(D) (ING)
INSUL. INSULATE(D) (ING)
INT. INTERIOR
INV. INVERT
JAN. JANITOR
J.H. JOIST HANGER
JT. JOINT
KIT. KITCHEN
L. LENGTH
LAM. LAMINATE
LAV. LAVATORY
L.B. LAG BOLT
LOC. LOCATE(ION)
L.V.L. LAMINATED VENEER LUMBER
L.W. LIGHTWEIGHT
MAS. MASONRY
MAT. MATERIAL(S)
MAX. MAXIMUM
M.B. MACHINE BOLT
M.C. MEDICINE CABINET
M.H. MAN HOLE
MECH. MECHANICAL
MEMB. MEMBRANE
MEZZ. MEZZANINE
MFR. MANUFACTURE(ER)
MIN. MINIMUM
MIR. MIRROR
MISC. MISCELLANEOUS
MLDG. MOLDING/MOULDING
M.I.W. MALLEABLE IRON WASHER
M.O. MASONRY OPENING
MTD. MOUNTED
MET. METAL
MULL. MULLION
N. NORTH
(N) NEW
NAT. NATURAL
N.I.C. NOT IN CONTRACT
NOM. NOMINAL
N.T.S. NOT TO SCALE

O/ OVER
OBS. OBSCURE
O.C. ON CENTER(S)
O.D. OUTSIDE DIAMETER
OFF. OFFICE
OFCI. OWNER FURNISHED,

CONTRACTOR INSTALLED
OFOI. OWNER FURNISHED,

OWNER INSTALLED
O.H. OVER HANG
O.H.M.S. OVALHEAD MACHINE SCREW
O.H.W.S. OVALHEAD WOOD SCREW
OPNG. OPENING
OPP. OPPOSITE
P.A.F. POWDER ACTUATED FASTENER
P.B. PANIC BAR
PART. TBD. PARTICLE BOARD
PCF. POUNDS PER CUBIC FOOT
P.D. POWDER DRIVEN
P.G. PAINT GRADE
PERF. PERFORATE

PLF POUNDS PER LINEAR FOOT
PLAS. LAM. PLASTIC LAMINATE
PLAS. PLASTER
PLYWD. PLYWOOD
PR. PAIR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH
P.T. PRESSURE TREATED
PART. PARTITION
P.T. DISP. PAPER TOWEL DISPENSER
P.V.C. POLYVINYL CHLORIDE
R. RISER
R.A. RETURN AIR
RAD. RADIUS
R.D. ROOF DRAIN
REG. REGISTER
REF. REFRIGERATOR
REINF. REINFORCED
REQ'D. REQUIRED
REQMT. REQUIREMENT
RESIL. RESILIENT
REV. REVERSED
R.H.M.S. ROUNDHEAD MACHINE SCREW
R.H.W.S. ROUNDHEAD WOOD SCREW
RM. ROOM
R.O. ROUGH OPENING
R.O.W. RIGHT OF WAY
R.S. RESAWN
RUB. RUBBER
RWD. REDWOOD
R.W.L. RAIN WATER LEADER
S. SOUTH
S.B. SOLID BLOCKING
S.C. SOLID CORE
SCHED. SCHEDULE
S.A. STORM DRAIN
SECT. SECTION
SERV. SERVICE
S.F. SQUARE FOOT
S.G. STAIN GRADE
SH. SHELF/SHELVING
SHWR. SHOWER
SHT. SHEET
SHT'G. SHEATHING
SIM. SIMILAR
S.S. STAINLESS STEEL SERVICE
SINK
S.S.D. SEE STRUCTURAL DRAWINGS
S.M. SHEET METAL
S.M.S. SHEET METAL SCREW
SPEC. SPECIFICATION
SQ. SQUARE
STL. STEEL
STD. STANDARD
STAG. STAGGERED
STOR. STORAGE
STRUCT. STRUCTURAL
SUSP. SUSPENDED
SYM. SYMMETRY(ICAL)
SYS. SYSTEM
T. TREAD
T.B. TOWEL BAR
T.B.D. TO BE DETERMINED
T.C. TOP OF CURB
TEL. TELEPHONE
TEMP. TEMPERED
T.E.N. TYPICAL EDGE NAILING

T & G TONGUE & GROOVE
THK. THICK(NESS)
THRESH. THRESHOLD
T.J.I. TRUSS JOIST INTERNATIONAL
T.O. TOP OF
T.P.H. TOILET PAPER HOLDER
T.Q. TOP OF PAVEMENT

TV TELEVISION
T.W. TOP OF WALL
TYP. TYPICAL

U/L UNDERWRITER'S LABORATORY
U.N.O. UNLESS NOTED OTHERWISE
U.O.N. UNLESS OTHERWISE NOTED
UR. URINAL
V.I.F. VERIFY IN FIELD
W. WEST/WIDTH/WIDE

W/ WITH
W.C. WATER CLOSET
WD. WOOD
WDW. WINDOW
W.H. WATER HEATER
WI. WOODWORK INSTITUTE

W/O WITHOUT
W.P. WATERPROOF(ING)
W.R. WATER RESISTANT
W.S. WOOD SCREW
WSCT. WAINSCOT
WT. WEIGHT
W.W.M. WELDED WIRE MESH

WALD, RUHNKE & DOST ARCHITECTS, LLP
2340 GARDEN ROAD, SUITE 100
MONTEREY, CA 93940
ph: (831) 649-4642 fax: (831) 649-3530
Email: [email protected]
Contact: Ryan Cornelsen

CITY OF SALINAS
200 LINCOLN AVE
SALINAS, CA 93901
ph: (831) 758-7241
Email: [email protected]
Contact: Patrick Fung
CALIFORNIA CODE OF REGULATIONS (CCR):
2019 CALIFORNIA ADMINISTRATIVE CODE (CAC), CCR TITLE 24, PART 1 2019 CALIFORNIA BUILDING CODE (CBC), CCR TITLE 24, PART 2, VOLUMES 1 AND 2 2019 CALIFORNIA RESIDENTIAL CODE (CRC), CCR TITLE 24, PART 2.5 2019 CALIFORNIA ELECTRICAL CODE (CEC), CCR TITLE 24, PART 3 2019 CALIFORNIA MECHANICAL CODE (CMC), CCR TITLE 24, PART 4 2019 CALIFORNIA PLUMBING CODE (CPC), CCR TITLE 24, PART 5 2019 CALIFORNIA ENERGY CODE (CEC), CCR TITLE 24, PART 6 PART 7 VACANT 2019 CALIFORNIA HISTORICAL BUILDING CODE (CHBC), CCR TITLE 24, PART 8 2019 CALIFORNIA FIRE CODE (CFC), CCR TITLE 24, PART 9
2019 CALIFORNIA EXISTING BUILDING CODE (CEBC), CCR TITLE 24, PART 10 2019 CALIF. GREEN BUILDING STANDARDS CODE (CALGreen), CCR TITLE 24, PART 11 2019 CALIFORNIA REFERENCED STANDARDS CODE, CCR TITLE 24, PART 12 CCR TITLE 19, PUBLIC SAFETY, DIVISION 1, STATE FIRE MARSHAL

APPLICABLE BUILDING CODES & STANDARDS

ZAL ENGINEERING
.

MONTEREY, CA
ph: (831) 402-2728
Email: [email protected]
Contact: Jaime Zaldivar, PE

AURUM CONSULTING ENGINEERS
60 GARDEN CT., SUITE #210
MONTEREY, CA 93940
ph: (831) 649-3330 fax: (831) 649-3336
Email: [email protected]
Contact: Frank Pinedo
CIVIL

L&S ENGINEERING & SURVEYING
2460 HARDEN RD, SUITE G
MONTEREY, CA 93940
ph: (831) 655-2723 fax: (831) 655-3425
Email: [email protected]
Contact: Chris Stout

STRUCTURAL
DON URFER & ASSOCIATES, INC.
2715 PORTER ST
SOQUEL, CA 95073
ph: (831) 476-3681
Email: [email protected]
Contact: Karen Wiinkka

TYPE VB

NON-SPRINKLERED
A-3
CONSTRUCTION:

OCCUPANCY:
853 S.F.
±33 ACRES
153-102-044

NATIVIDAD CREEK PARK
1395 NOGAL DR
SALINAS, CA 93905
BUILDING AREA:

APN:

ZONING: P (PARKS)
LOCATION:

PROJECT: INTERIOR REMODEL OF

A PUBLIC PARK

RESTROOM FACILITY

SIGNATURE BLOCK
Design Approved for Construction as shown heron:
___________________________________ ___________ Adriana Robles, P.E.,Date
City Engineer

NOGAL DR

FREEDOM BLVD

CONSTITUTION

PROJECT SITE
BLVD
1 1
1 1
CHAPTER 5

NONRESIDENTIAL MANDATORY MEASURES
SECTION 5.101 GENERAL

5.101.1 Scope
The provisions of this chapter outline planning, design and development methods that include environmentally responsible site selection, building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties.

DIVISION 5.1 PLANNING AND DESIGN
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 1
Y
SECTION 5.102 DEFINITIONS

5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference) CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of 80 degrees above nadir. This applies to all lateral angles around the luminaire.

LOW-EMITTING AND FUEL EFFICIENT VEHICLES.

Eligible vehicles are limited to the following:

1. Zero emission vehicle (ZEV), including neighborhood electric vehicles (NEV), partial zero emission vehicle (PZEV), advanced technology PZEV (AT ZEV) or CNG fueled (original equipment manufacturer only) regulated under Health and Safety Code section 43800 and CCR, Title 13, Sections 1961 and 1962.

2. High-efficiency vehicles, regulated by U.S. EPA, bearing High-Occupancy Vehicle (HOV) car pool lane stickers issued by the Department of Motor Vehicles.

NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low-speed vehicle" either in Section 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified to zero-emission vehicle standards.

TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent occupants, such as employees, as distinguished from customers and other transient visitors.

VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor, designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used primarily for the nonprofit work-related transportation of adults for the purpose of ridesharing.

Note: Source: Vehicle Code, Division 1, Section 668
ZEV. Any vehicle certified to zero-emission standards.

SECTION 5.106 SITE DEVELOPMENT

5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE OF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures:

5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control ordinance.

5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMPs.

1. Soil loss BMPs that should be considered for implementation as appropriate for each project include, but are not limited to, the following:
a. Scheduling construction activity during dry weather, when possible. b. Preservation of natural features, vegetation, soil, and buffers around surface waters. c. Drainage swales or lined ditches to control stormwater flow. d. Mulching or hydroseeding to stabilize disturbed soils, and buffers around surface waters. e. Erosion control to protect slopes.
f. Protection of storm drain inlets (gravel bags or catch basin inserts). g. Perimeter sediment control (perimeter silt fence, fiber rolls). h. Sediment trap or sediment basin to retain sediment on site. i. Stabilized construction exits.
j. Wind erosion control.
k. Other soil loss BMPs acceptable to the enforcing agency.

2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges and wastes that should be considered for implementation as appropriate for each project include, but are not limited to, the following:
a. Dewatering activities.
b. Material handling and waste management.
c. Building materials stockpile management.
d. Management of washout areas (concrete, paints, stucco, etc.). e. Control of vehicle/equipment fueling to contractor's staging area. f. Vehicle and equipment cleaning performed off site. g Spill prevention and control.
h. Other housekeeping BMPs acceptable to the enforcing agency.

DIVISION 5.2 ENERGY EFFICIENCY
SECTION 5.201 GENERAL

5.201.1 Scope [BSC-CG].

California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards.

DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION
SECTION 5.301 GENERAL

5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors and in wastewater conveyance.

SECTION 5.302 DEFINITIONS

5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference) EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied to reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on the amount of water that needs to be applied to the landscape.

FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade, not including exterior areas such as stairs, covered walkways, patios and decks.

METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. The volume or cycle duration can be fixed or adjustable.

GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or dishwashers.

MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters.

MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance (California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least as effective as the MWELO.

POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See definition in the California Plumbing Code, Part 5.

POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic puroses, and meets the U.S.

Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority Having Jurisdiction.

RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water treated to remove waste matter attaining a quality that is suitable to use the water again.

SUBMETER. A meter installed subordinate to a site meter. Usually used to measure water intended for one purpose, such as landscape irrigation. For the purposes of CALGreen, a dedicated meter may be considered a submeter.

WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape Ordinance (MWELO).

5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following:

5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-Type toilets.

Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush.

5.303.3.2 Urinals.

5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed

0.125 gallons per flush.

5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons per flush.

5.303.3.3 Showerheads. [BSC-CG]

5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads.

5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time.

Note: A hand-held shower shall be considered a showerhead.

5.303.3.3.3 Showerheads. [DSA-SS]

5.303.3.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than

2.0 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads.

5.303.3.3.3.1 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combination flow rate of all showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time.

Note: A hand-held shower shall be considered a showerhead.

5.303.3.4 Faucets and fountains.

5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi.

5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi.

5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8 gallons per minute/20 [rim space (inches) at 60 psi].

5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle.

5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi].

Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction.

5.106.5.2.1 - Parking stall marking. Paint, in the paint used for stall striping, the following characters such that the lower edge of the last word aligns with the end of the stall striping and is visible beneath a parked vehicle: CLEAN AIR / VAN POOL / EV Note: Vehicles bearing Clean Air Vehicle stickers from expired HOV lane programs may be considered eligible for designated parking spaces.

5.106.5.3 Electric vehicle (EV) charging. [N] Construction shall comply with Section 5.106.5.3.1 or Section 5.106.5.3.2 to facilitate future installation of electric vehicle supply equipment (EVSE).

When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California Energy Commission (CEC) and as follows:

5.106.5.3.1 Single charging space requirements. [N] When only a single charging space is required per Table 5.106.5.3.3, a raceway is required to be installed at the time of construction and shall be installed in accordance with the California Electrical Code. Construction plans and specifications shall include, but are not limited to, the following:

1. The type and location of the EVSE.

2. A listed raceway capable of accommodating a 208/240 -volt dedicated branch circuit.

3. The raceway shall not be less than trade size 1."

4. The raceway shall originate at a service panel or a subpanel serving the area, and shall terminate in close proximity to the proposed location of the charging equipment and listed suitable cabinet, box, enclosure or equivalent.

5. The service panel or subpanel shall have sufficient capacity to accommodate a minimum 40-ampere dedicated branch circuit for the future installation of the EVSE.

5.106.5.3.2 Multiple charging space requirements. [N] When multiple charging spaces are required per Table 5.106.5.3.3 raceway(s) is/are required to be installed at the time of construction and shall be installed in accordance with the California Electrical Code. Construction plans and specifications shall include, but are not limited to, the following:

1. The type and location of the EVSE.

2. The raceway(s) shall originate at a service panel or a subpanel(s) serving the area, and shall terminate in close proximity to the proposed location of the charging equipment and into listed suitable cabinet(s), box(es), enclosure(s) or equivalent.

3. Plan design shall be based upon 40-ampere minimum branch circuits.

4. Electrical calculations shall substantiate the design of the electrical system, to include the rating of equipment and any on-site distribution transformers and have sufficient capacity to simultaneously charge all required EVs at its full rated amperage.

5. The service panel or subpanel(s) shall have sufficient capacity to accommodate the required number of dedicated branch circuit(s) for the future installation of the EVSE.

5.106.5.3.3 EV charging space calculations. [N] Table 5.106.5.3.3 shall be used to determine if single or multiple charging space requirements apply for the future installation of EVSE.

TABLE 5.106.5.2 - PARKING

TOTAL NUMBER OF PARKING SPACESNUMBER OF REQUIRED SPACES 0-90
10-251
25-503
51-756
76-1008
101-15011
151-20016
201 AND OVERAT LEAST 8% OF TOTAL
ABBREVIATION DEFINITIONS:

HCD Department of Housing and Community Development
BSC California Building Standards Commission
DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise
HR High Rise
AA Additions and Alterations
NNew

5.106.4.1.2 Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more tenant-occupants, provide secure bicycle parking for 5 percent of the tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility.

5.106.4.1.3 For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a minimum of one bicycle parking facility.

5.106.4.1.4 For new shall buildings in phased projects provide secure bicycle parking for 5 percent of the anticipated tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility.

5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shall be convenient from the street and shall meet one of the following:

1. Covered, lockable enclosures with permanently anchored racks for bicycles;

2. Lockable bicycle rooms with permanently anchored racks; or

3. Lockable, permanently anchored bicycle lockers.

Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates.

5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections

5.106.4.2.1 and 5.106.4.2.2

5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two-bike capacity racks per new building.

5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities shall be convenient from the street or staff parking area and shall meet one of the following:

1. Covered, lockable enclosures with permanently anchored racks for bicycles;

2. Lockable bicycle rooms with permanently anchored racks; or

3. Lockable, permanently anchored bicycle lockers.

5.106.5.2 DESIGNATED PARKING FOR CLEAN AIR VEHICLES. In new projects or additions or alterations that add 10 or more vehicular parking spaces, provide designated parking for any combination of low-emitting, fuel-efficient and carpool/van pool vehicles as follows:

5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with Section 5.106.4.2

5.106.4.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter.

5.106.4.1.1 Short-term bicycle parking. If the project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two-bike capacity rack.

Exception: Additions or alterations which add nine or less visitor vehicular parking spaces.

SECTION 5.303 INDOOR WATER USE

5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections 503.1.1 and 503.1.2.

5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows:

1. For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop.

CHAPTER 3

GREEN BUILDING
SECTION 301 GENERAL
301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC] The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within the authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work.

A code section will be designated by a banner to indicate where the code section only applies to newly constructed building [N] or to additions and alterations [A]. When the code section applies to both, no banner will be used.
301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only:

Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section 1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions, types of commercial real property affected, effective dates, circumstances necessitating replacement of noncompliant plumbing fixtures, and duties and responsibilities for ensuring compliance.
301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and alterations whenever a permit is required for work.
301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC) 301.5 HEALTH FACILITIES. (see GBSC)
SECTION 302 MIXED OCCUPANCY BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy.

SECTION 303 PHASED PROJECTS
303.1 Phased projects. For shell buildings and others constructed for future tenant improvements, only those code measures relevant to the building components and systems considered to be new construction (or newly constructed) shall apply.
303.1.1 Tenant improvements. The provisions of this code shall apply only to the initial tenant or occupant improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in Section 301.3 non-residential additions and alterations.

1. Calculation for spaces shall be rounded up to the nearest whole number.

5.106.5.3.4 [N] Identification. The service panel or subpanel(s) circuit directory shall identify the reserved overcurrent protective device space(s) for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE".

5.106.5.3.5 [N] Future charging spaces qualify as designated parking as described in Section 5.106.5.2 Designated parking for clean air vehicles.

Notes:

1. The California Department of Transportation adopts and publishes the California Manual on Uniform Traffic Control Devices (California MUTCD) to provide uniform standards and specifications for all official traffic control devices in California. Zero Emission Vehicle Signs and Pavement Markings can be found in the New Policies & Directives number 13-01. www.dot.ca.gov/hq/traffops/policy/13-01.pdf.

2. See Vehicle Code Section 22511 for EV charging spaces signage in off-street parking facilities and for use of EV charging spaces.

3. The Governor's Office of Planning and Research published a Zero-Emission Vehicle Community Readiness Guidebook which provides helpful information for local governments, residents and businesses. www.opr.ca.gov/docs/ZEV_Guidebook.pdf.

TABLE 5.106.5.3.3

TOTAL NUMBER OF PARKING SPACESNUMBER OF REQUIRED SPACES 0-90
10-251
36-502
51-754
76-1005
101-2007
201 AND OVER6% of total¹

5.106.8 LIGHT POLLUTION REDUCTION. [N] [BSC-CG] Outdoor lighting systems shall be designed and installed to comply with the following:

1. The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10, Section 10-114 of the California Administrative Code; and

2. Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8);

3. Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-1 and 130.2-B in Chapter 8) and

4. Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever is more stringent.

Exceptions: [N]

1. Luminaires that qualify as exceptions in Section 140.7 of the California Energy Code.

2. Emergency lighting.

3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6.

4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction.

Note: [N] See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways.

5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following:

1. Swales.

2. Water collection and disposal systems.

3. French drains.

4. Water retention gardens.

5. Other water measures which keep surface water away from buildings and aid in groundwater recharge.

Exception: Additions and alterations not altering the drainage path.

TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGS 1,2

ALLOWABLE RATING

LIGHTING
ZONE
LZ0

LIGHTING
ZONE LZ1

LIGHTING
ZONE LZ2

LIGHTING
ZONE LZ3

LIGHTING
ZONE LZ4

MAXIMUM ALLOWABLE
BACKLIGHT RATING 3
Luminaire greater than 2
mounting heights (MH) from
property line
N/ANo Limit No Limit No Limit No Limit
Luminaire back hemisphere is
1-2 MH from property lineN/AB2B3B4B4
Luminaire back hemisphere is

0.5-1 MH from property lineN/AB1B2B3B3
Luminaire back hemisphere is
less than 0.5 MH from property
line
N/AB0B0B1B2

MAXIMUM ALLOWABLE

UPLIGHT RATING (U)
For area lighting 4N/AU0U0U0U0
For all other outdoor
lighting,including decorative
luminaires
N/AU1U2U3UR

MAXIMUM ALLOWABLE
GLARE RATING 5 (G)
Luminaire greater than 2 MH
from property lineN/AG1G2G3G4
Luminaire front hemisphere is
1-2 MH from property lineN/AG0G1G1G2
Luminaire front hemisphere is

0.5-1 MH from property lineN/AG0G0G1G1
Luminaire back hemisphere is
less than 0.5 MH from property
line
N/AG0G0G0G1

1. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the California Energy Code and Chapter 10 of the Callifornia Administrative Code.

2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may be considered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. For property lines that abut public roadways and public transit corridors, the property line may be considered to be the centerline of the public roadway or public transit corridor for the purpose of determining compliance with this section.

3. If the nearest property line is less than or equal to two mounting heights from the back hemisphere of the luminaire distribution, the applicable reduced Backlight rating shall be met.

4. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced ratings. Decorative luminaires located in these areas shall meet U-value limits for "all other outdoor lighting".

5. If the nearest property line is less than or equal to two mounting heights from the front hemisphere of the luminaire distribution, the applicable reduced Glare rating shall be met.

2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems:
a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s). b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s). c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW).

5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day.

DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE 2019 CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.

5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OF LAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of a larger common plan or development sale.

Note: Projects that (1) disturb one acre or ore of land, or (2) disturb less than one acre of land but are part of the larger common plan of development or sale must comply with the post-construction requirements detailed in the applicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board or the Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit).

The NPDES permits require postconstruction runoff (post-project hydrology) to match the preconstruction runoff (pre-project hydrology) with the installation of preconstruction stormwater management measures. The NPDES permits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltration through nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures.

Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural practices and be approved by the enforcing agency.

Refer to the current applicable permits on the State Water Resources Control Board website at:
www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measures should be given during the initial design process for appropriate integration into site development.

N/AY N/A
Exceptions: On a case-by-case basis where the local enforcing agency has determined EV charging and infrastructure is not feasible based upon one or more of the following conditions:

1. Where there is insufficient electrical supply.

2. Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project.

Y N/AY N/A
Y = YES
N/A= NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCH, ENG, OWNER, CONT, INSP, ETC.) RESPON.

PARTY
RESPON.

PARTY
NON-RES.

CALGREEN
G010
-
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

PLOT DATE:

PRINT DATE:

3.15.2021
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.: 153-102-044
1 CITY COMMENTS

RESPONSE
No. C31466
REN.1/31/23

LICENSED ARCHITECT

STATE OF C A L I F O R N I A

CHRISTOPHER BARLOW
J:\20 Jobs\20031 Natividad Creek Park RR Reno\Drawings\20031-G010.dwg, 3/15/2021 11:49:44 AM, RyanC, DWG To PDF.pc3 DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE

EFFICIENCY
SECTION 5.401 GENERAL

5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting.

SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND

RECYCLING

5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the non-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction and demolition waste management ordinance, whichever is more stringent.

5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, submit a construction waste management plan that:

1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale.

2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream).

3. Identifies diversion facilities where construction and demolition waste material collected will be taken.

4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both.

5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section.

Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company.

Exceptions to Sections 5.408.1.1 and 5.408.1.2:

1. Excavated soil and land-clearing debris.

2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist.

3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets.

5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement as approved by the enforcing agency.

5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency.

Notes:

1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located at www.bsc.ca.gov/Home/CALGreen.aspx may be used to assist in documenting compliance with the waste management plan.

2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle).

5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste materials shall be included in the construction documents.

Note: Refer to the Universal Waste Rule link at:
http://www.dtsc.ca.gov/LawsRegsPolicies/Regs/upload/OEAR-A_REGS_UWR_FinalText.pdf

5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed.

Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation.

Notes:

1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material.

2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov)
DIVISION 5.5 ENVIRONMENTAL QUALITY
SECTION 5.501 GENERAL

5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors.

SECTION 5.502 DEFINITIONS

5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route.

A-WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meter using the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weighting adjustments have been made.
1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu, the amount of heat required to melt a ton (2,000 pounds) of ice at 320 Fahrenheit.

COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn), except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn.

COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. “Composite wood products” does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood I–joists or finger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a).

Note: See CCR, Title 17, Section 93120.1.

DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). The A-weighted equivalent continuous sound exposure level for a 24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.).

DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure, sound power, sound intensity) with respect to a reference quantity.

ELECTRIC VEHICLE (EV). An automotive-type vehicle for on-road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current.

Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code, off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground support equipment, tractors, boats, and the like, are not included.

ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles.

ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices, power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle.

ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as the fluctuating noise level integrated over the time of period of interest.

EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may not be divided or have grade separations at intersections.

FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections.

GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhouse gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference compound with a GWP of one.

GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14.

HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009).

LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.5 times the pipe diameter.

LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than 150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009).

MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999.

MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundreths of a gram (g O3/g ROC).

PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging).

PSIG. Pounds per square inch, guage.

REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere.

SCHRADER ACCESS VALVES. Access fittings with a valve core installed.

SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.0 times the pipe diameter.

SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units.

VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a) .

Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question.

SECTION 5.503 FIREPLACES

5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances.

5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits.

SECTION 5.504 POLLUTANT CONTROL

5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration 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, based on ASHRAE 52.2-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction.

5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation, or during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may collect in the system.

5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following:

1. Environmental and sustainability goals.

2. Building sustainable goals.

3. Indoor environmental quality requirements.

4. Project program, including facility functions and hours of operation, and need for after hours operation.

5. Equipment and systems expectations.

6. Building occupant and operation and maintenance (O&M) personnel expectations.

5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems:

1. Renewable energy systems.

2. Landscape irrigation systems.

3. Water reuse system.

5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following:

1. General project information.

2. Commissioning goals.

3. Systems to be commissioned. Plans to test systems and components shall include:
a. An explanation of the original design intent.
b. Equipment and systems to be tested, including the extent of tests. c. Functions to be tested.
d. Conditions under which the test shall be performed. e. Measurable criteria for acceptable performance.

4. Commissioning team information.

5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included.

5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include any readings and adjustments made.

5.410.2.6 Commissioning report. [N] A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative.

5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting of systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1.

5.410.4.2 (Reserved)
Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific systems.

5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project:

1. Renewable energy systems.

2. Landscape irrigation systems.

3. Water reuse systems.

5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system.

5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency. 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 2
SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS

5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive.

Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section.

5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide recycling areas on site.

Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area.

5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act).

Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle’s web site.

5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations.

5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following:

1. Site information, including facility description, history and current requirements.

2. Site contact information.

3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log.

4. Major systems.

5. Site equipment inventory and maintenance notes.

6. A copy of verifications required by the enforcing agency or this code.

7. Other resources and documentation, if applicable.

5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following:

1. System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces).

2. Review and demonstration of servicing/preventive maintenance.

3. Review of the information in the Systems Manual.

4. Review of the record drawings on the system/equipment.

SECTION 5.304 OUTDOOR WATER USE

5.304.1 SCOPE. The provisions of Section 5.304, Outdoor Water Use reference the mandatory Model Water Efficiency Landscape Ordinance (MWELO) contained within Chapter 2.7, Division 2, Title 23, California Code of Regulations.

5.304.2 OUTDOOR WATER USE IN LANDSCAPE AREAS EQUAL TO OR GREATER THAN 500 SQUARE FEET.

When water is used for outdoor irrigation for new construction projects with an aggregate landscape area equal to or greater than 500 square feet requiring a building or landscape permit, plan check or design review, one of the following shall apply:

1. A local water efficient landscape ordinance that is, based on evidence in the record, at least as effective in conserving water as the updated model ordinance adopted by the Department of Water Resources (DWR) per Government Code Section 65595(c).

2. The California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter 2.7, Division 2, Title 23, California Code of Regulations.

5.304.3 OUTDOOR WATER USE IN REHABILITATED LANDSCAPE PROJECTS EQUAL TO OR GREATER THAN 2,500 SQUARE FEET. Rehabilitated landscape project with an aggregate landscape area equal to or greater than

2.500 square feet requiring a building or landscape permit, plan check, or design review shall comply with Section

5.304.2, Item 1 or 2.

5.304.4 OUTDOOR WATER USE IN LANDSCAPE AREAS OF 2,500 SQUARE FEET OR LESS. Any project with an aggregate area of 2,500 square feet of less may comply with the performance requirements of MWELO or conform to the prescriptive compliance measures contained in MWELO's Appendix D.

5.304.5 GRAYWATER OR RAINWATER USE IN LANDSCAPE AREAS. For projects using treated or untreated graywater or rainwater captured on site, any lot or parcet within the project that has less than 2,500 square feet of landscape and meets the lot or parcel's landscape water requirement (Estimate Total Water Use) entirely with treated or untreated graywater or through stored rainwater captured on site is subject only to Appendix D Section (5).

Notes:

1. DWR's Model Water Efficient Landscape Ordinance, definitions and supporting documents are available at the following link: http://water.ca.gov/wateruseefficiency/landscapeordinance/

2. A water budget calculator is available at the following link:
http://water.ca.gov/wateruseefficiency/landscapeordinance/

3. The MWELO prescriptive compliance measure Appendix D may be found at the following link:
http://water.ca.gov/wateruseefficiency/landscapeordinance/ In addition, a copy of MWELO Appendix D may be found in Chapter 8 of this code.

5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS [DSA-SS]. For public schools and community colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of Water Resoucres Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter 2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35.

Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of MWELO.

5.304.6.1 Newly constructed landscapes. [DSA-SS] New construction projects with an aggregate landscape area equal to or greater than 500 square feet.

5.304.6.2 Rehabilitated landscapes. [DSA-SS] Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet.

5.304.3 IRRIGATION DESIGN. In new nonresidential construction with at least 1,000 but not more than 2,500 square feet of cumulative landscaped area (the level at which the MWELO applies), install irrigation controllers and sensors which include the following criteria, and meet manufacturer's recommendations.

5.304.3.1 Irrigation controllers. Automatic irrigation system controllers installed at the time of final inspection shall comply with the following:

1. Controllers shall be weather- or soil moisture-based controllers that automatically adjust irrigation in response to changes in plants’ needs as weather conditions change.

2. Weather-based controllers without integral rain sensors or communication systems that account for local rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). Soil moisture-based controllers are not required to have rain sensor input.

Note:More information regarding irrigation controller function and specifications is available from the Irrigation Association.

5.303.4 COMMERCIAL KITCHEN EQUIPMENT.

5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after no more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water.

Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation.

5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply to new fixtures in additions or areas of alteration to the building.

5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code and in Chapter 6 of this code.

Y N/A
SECTION 5.305 WATER REUSE SYSTEMS

5.305.1 RECYCLED WATER SUPPLY SYSTEMS. Recycled water supply systems shall be installed in accordance with Sections 5.305.1.1, 5.305.1.2, and the California Plumbing Code.

5.304.2 Outdoor Recycled Water Supply Systems. All newly constructed nonresidential developments, where disinfected tertiary recycled water is available from a municipal source to a construction site, shall be provided with both a potable water supply system and a recycled water supply system. The recycled water supply system shall allow the use of reclaimed (recycled) water for aboveground and subsurface irrigation to all landscape irrigation systems.

For the purposes of Section 5.305.1.1, when a recycled water supply pipe is located within 300 feet from a construction site boundary, it shall be considered that reclaimed (recycled) water is available from a municipal source.

Exceptions:

1. Service areas in which the only reclaimed (recycled) water is used for potable purposes, or in which net nonpotable deliveries are anticipated to remain level or decrease as a result of the potable reuse project.

2. Where access to disinfected tertiary recycled water is not feasible and/or cost-efficient, as determined by the authority having jurisdiction in consultation with the recycled water purveyor.

Note: A city, county, or city and county, in consultation with the recycled water purveyor, may further reduce the area for the mandate to install recycled water supply systems if the recycled water purveyor is unable to accommodate new services or unable to provide uninterruptible service.

3. A potable water supply system is not required for landscape irrigation if the landscape irrigation system is supplied with recycled water at the time of final inspection.

4. Potable water may be used with the recycled water supply system on a temporary basis, as allowed by the authority having jurisdiction in consultation with the recycled water purveyor.

5.305.1.2 Technical Requirements for Outdoor Recycled Water Supply Systems. Recycled water supply systems for outdoor applications shall meet the requirements of this code, and the California Code of Regulations, Title 17, Division 1, Chapter 5, Subchapter 1; Title 22, Division 4, Chapter 3; and Title 23, Division 2, Chapter 2.7, as applicable.

SECTION 5.402 DEFINITIONS

5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper.

BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals, according to design quantities.

BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the owner’s project requirements.

ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and food soiled paper waste that is mixed in with food waste.

TEST. A procedure to determine quantitative performance of a system or equipment SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT

5.407.1 WEATHER PROTECTION. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1403.2 (Weather Protection) and California Energy Code Section 150, (Mandatory Features and Devices), manufacturer’s installation instructions or local ordinance, whichever is more stringent.

5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods.

5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures.

5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven rain to prevent water intrusion into buildings as follows:

5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following:

1. An installed awning at least 4 feet in depth.

2. The door is protected by a roof overhang at least 4 feet in depth.

3. The door is recessed at least 4 feet.

4. Other methods which provide equivalent protection.

5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane.

5.410.2 COMMISSIONING. [N] New buildings 10,000 square feet and over. For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner’s or owner representative’s project requirements.

Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies and L-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections

5.410.2 through 5.410.2.6 shall apply.

Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements Commissioning requirements shall include:

1. Owner’s or Owner representative’s project requirements.

2. Basis of design.

3. Commissioning measures shown in the construction documents.

4. Commissioning plan.

5. Functional performance testing.

6. Documentation and training.

7. Commissioning report.

Exceptions:

1. Unconditioned warehouses of any size.

2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses.

3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1.

4. Open parking garages of any size, or open parking garage areas, of any size, within a structure.

Note: For the purposes of this section, unconditioned shall mean a building, area, or room which does not provide heating and or air conditioning.

Informational Notes:

1. IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of commissioning personnel. AC 476 is available to the Authority Having Jurisdiction as a reference for qualifications of commissioning personnel. AC 476 des not certify individuals to conduct functional performance tests or to adjust and balance systems.

2. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Code.

5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services.

5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations.

5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required by the enforcing agency.

Y N/AY N/AY N/A
Y = YES
N/A= NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCH, ENG, OWNER, CONT, INSP, ETC.) RESPON.

PARTY
RESPON.

PARTY
NON-RES.

CALGREEN
G011
-
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

PLOT DATE:

PRINT DATE:

3.15.2021
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.: 153-102-044
1 CITY COMMENTS

RESPONSE
No. C31466
REN.1/31/23

LICENSED ARCHITECT

STATE OF C A L I F O R N I A

CHRISTOPHER BARLOW
J:\20 Jobs\20031 Natividad Creek Park RR Reno\Drawings\20031-G011.dwg, 3/15/2021 11:49:54 AM, RyanC, DWG To PDF.pc3

5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply.

5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49.

5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label program.

5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1.

5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.).

Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table

5.504.4.5.

5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following:

1. Product certifications and specifications.

2. Chain of custody certifications.

3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.).

4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards.

5. Other methods acceptable to the enforcing agency.

TABLE 5.504.4.1 - ADHESIVE VOC LIMIT1,2
Less Water and Less Exempt Compounds in Grams per Liter

ARCHITECTURAL APPLICATIONSCURRENT VOC LIMIT
INDOOR CARPET ADHESIVES50
CARPET PAD ADHESIVES50
OUTDOOR CARPET ADHESIVES150
WOOD FLOORING ADHESIVES100
RUBBER FLOOR ADHESIVES60
SUBFLOOR ADHESIVES50
CERAMIC TILE ADHESIVES65
VCT & ASPHALT TILE ADHESIVES50
DRYWALL & PANEL ADHESIVES50
COVE BASE ADHESIVES50
MULTIPURPOSE CONSTRUCTION ADHESIVES70
STRUCTURAL GLAZING ADHESIVES100
SINGLE-PLY ROOF MEMBRANE ADHESIVES250
OTHER ADHESIVES NOT SPECIFICALLY LISTED50

SPECIALTY APPLICATIONS
PVC WELDING510
CPVC WELDING490
ABS WELDING325
PLASTIC CEMENT WELDING250
ADHESIVE PRIMER FOR PLASTIC550
CONTACT ADHESIVE80
SPECIAL PURPOSE CONTACT ADHESIVE250
STRUCTURAL WOOD MEMBER ADHESIVE140
TOP & TRIM ADHESIVE250

SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL30
PLASTIC FOAMS50
POROUS MATERIAL (EXCEPT WOOD)50
WOOD30
FIBERGLASS80

1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.

2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE

THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168,
www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF
TABLE 5.504.4.2 - SEALANT VOC LIMIT
Less Water and Less Exempt Compounds in Grams per Liter

SEALANTSCURRENT VOC LIMIT
ARCHITECTURAL250
MARINE DECK760
NONMEMBRANE ROOF300
ROADWAY250
SINGLE-PLY ROOF MEMBRANE450
OTHER420

SEALANT PRIMERS

ARCHITECTURAL
NONPOROUS250
POROUS775
MODIFIED BITUMINOUS500
MARINE DECK760
OTHER750
NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO

MEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168.

TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL
COATINGS2,3

GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS

COATING CATEGORYCURRENT VOC LIMIT
FLAT COATINGS50
NONFLAT COATINGS100
NONFLAT HIGH GLOSS COATINGS150

SPECIALTY COATINGS
ALUMINUM ROOF COATINGS400
BASEMENT SPECIALTY COATINGS400
BITUMINOUS ROOF COATINGS50
BITUMINOUS ROOF PRIMERS350
BOND BREAKERS350
CONCRETE CURING COMPOUNDS350
CONCRETE/MASONRY SEALERS100
DRIVEWAY SEALERS50
DRY FOG COATINGS150
FAUX FINISHING COATINGS350
FIRE RESISTIVE COATINGS350
FLOOR COATINGS100
FORM-RELEASE COMPOUNDS250
GRAPHIC ARTS COATINGS (SIGN PAINTS)500
HIGH-TEMPERATURE COATINGS420
INDUSTRIAL MAINTENANCE COATINGS250
LOW SOLIDS COATINGS1120
MAGNESITE CEMENT COATINGS450
MASTIC TEXTURE COATINGS100
METALLIC PIGMENTED COATINGS500
MULTICOLOR COATINGS250
PRETREATMENT WASH PRIMERS420
PRIMERS, SEALERS, & UNDERCOATERS100
REACTIVE PENETRATING SEALERS350
RECYCLED COATINGS250
ROOF COATINGS50
RUST PREVENTATIVE COATINGS250
SHELLACS:

CLEAR730
OPAQUE550
SPECIALTY PRIMERS, SEALERS & UNDERCOATERS100
STAINS250
STONE CONSOLIDANTS450
SWIMMING POOL COATINGS340
TRAFFIC MARKING COATINGS100
TUB & TILE REFINISH COATINGS420
WATERPROOFING MEMBRANES250
WOOD COATINGS275
WOOD PRESERVATIVES350
ZINC-RICH PRIMERS340

1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS

2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE.

3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD.

TABLE 5.504.4.5 - FORMALDEHYDE LIMITS1

MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION

PRODUCTCURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE0.05
HARDWOOD PLYWOOD COMPOSITE CORE0.05
PARTICLE BOARD0.09
MEDIUM DENSITY FIBERBOARD0.11
THIN MEDIUM DENSITY FIBERBOARD20.13

1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12.

2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM).

Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO2), and potentially other refrigerants.

5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below.

5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack.

5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less.

5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils.

5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil.

Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations.

5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows.

5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as follows.

5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve.

5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve.

5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are permitted for use.

5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps shall be brass or steel and not plastic.

5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place.

5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps.

Exception: Valves with seal caps that are not removed from the valve during stem operation.

5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and salt shall have evaporator coils of corrosion-reistant material, such as stainless steel; or be coated to prevent corrosion from these substances.

5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency.

5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted with a device tha indicates the level of refrigerant in the receiver.

5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging.

5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum.

5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same gauge.

5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more than a +/- one pound pressure change from 300 psig, measured with the same gauge.

5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging.

5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes.

5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30 minutes.

5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period.

CHAPTER 7

INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.

Examples of acceptable HVAC training and certification programs include but are not limited to the following:

1. State certified apprenticeship programs.

2. Public utility training programs.

3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.

4. Programs sponsored by manufacturing organizations.

5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector:

1. Certification by a national or regional green building program or standard publisher.

2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors.

3. Successful completion of a third party apprentice training program in the appropriate trade.

4. Other programs acceptable to the enforcing agency.

Notes:

1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code.

2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency.

Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS
703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 3
SECTION 5.505 INDOOR MOISTURE CONTROL

5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1203 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures not applicable to low-rise residential occupancies, see Section 5.407.2 of this code.

SECTION 5.506 INDOOR AIR QUALITY

5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8.

5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the California Energy Code, Section 120(c)(4).

SECTION 5.507 ENVIRONMENTAL COMFORT

5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2.

Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings.

Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction.

5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations:

1. Within the 65 CNEL noise contour of an airport.

Exceptions:
a. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan.
b. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element.

2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as determined by the Noise Element of the General Plan.

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

5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, 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 (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation.

5.507.4.2.1 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.

5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior soundlevels shall be prepared by personnel approved by the architect or engineer of record.

5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40.

Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf.

SECTION 5.508 OUTDOOR AIR QUALITY

5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2.

5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs.

5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons.

5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities.

5.504.4.6 Resilient flooring systems. For 80 percent of floor area receiving resilient flooring, installed resilient flooring shall meet at least one of the following:

1. Certified under the Resilient Floor Covering Institute (RFCI) FloorScore program;

2. Compliant with the VOC-emission limits and testing requirements specified in the California Department of Public Health's 2010 Standard Method for the Testing and Evaluation Chambers, Version 1.1, February 2010;

3. Compliant with the Collaborative for High Performance Schools California (CA-CHPS) Criteria Interpretation for EQ 7. and EQ 7.1 (formerly EQ 2.2) dated July 2012 and listed in the CHPS High Performance Product DataBase; or

4. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children's & Schools Program).

5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits.

5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of

8. MERV 8 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual.

Exceptions:

1. An ASHRAE 10% to 15% efficiency filter shall be permitted for an HVAC unit meeting the 2013 California Energy Code having 60,000 Btu/h or less capacity per fan coil, if the energy use of the air delivery system is 0.4 W/cfm or less at design air flow.

2. Existing mechanical equipment.

5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating.

5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions.

5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following:

1. Manufacturer's product specification

2. Field verification of on-site product containers

5.504.4.4 Carpet Systems. All carpet installed in the building interior shall meet at least one of the testing and product requirements:

1. Carpet and Rug Institute's Green Label Plus Program.

2. Compliant with the VOC-emission limits and testing requirements specified in 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 1.1, February 2010 (also known as CDPH Standard Method V1.1 or Specification 01350).

3. NSF/ANSI 140 at the Gold level or higher;

4. Scientific Certifications Systems Sustainable Choice; or

5. Compliant with the Collaborative for High Performance Schools California (CA-CHPS) Criteria Interpretation for EQ 7.0 and EQ 7.1 (formerly EQ 2.2) dated July 2012 and listed in the CHPS High Performance Product Database.

5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through

5.504.4.6.

5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards:

1. Adhesives, adhesive bonding primers adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below.

2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507.

Y N/AY N/AY N/AY N/A
Y = YES
N/A= NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCH, ENG, OWNER, CONT, INSP, ETC.) RESPON.

PARTY
RESPON.

PARTY
NON-RES.

CALGREEN
G012
-
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

PLOT DATE:

PRINT DATE:

3.15.2021
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.: 153-102-044
1 CITY COMMENTS

RESPONSE
No. C31466
REN.1/31/23

LICENSED ARCHITECT

STATE OF C A L I F O R N I A

CHRISTOPHER BARLOW
J:\20 Jobs\20031 Natividad Creek Park RR Reno\Drawings\20031-G012.dwg, 3/15/2021 11:50:04 AM, RyanC, DWG To PDF.pc3 SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY: CJS
CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE: 12/22/2022
PRINT DATE:
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.:

SITE
NOTES
C1

DEMOLITION NOTES

GRADING & PAVING NOTES

UNDERGROUND UTILITY NOTES

GENERAL NOTES

CIVIL/SITE SHEET INDEX
Z:\20-07-A Natividad Park Remodel\DWG\20-07 Grading Plans.dwg, 12/22/2022 3:06:09 PM SEWER
SEWER
WATER
IRR.

IRR.

LEGEND
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY: CJS
CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE: 12/22/2022
PRINT DATE:
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.:

DEMOLITION
PLAN
C2
Z:\20-07-A Natividad Park Remodel\DWG\20-07 Grading Plans.dwg, 12/22/2022 3:56:40 PM SEWER
SEWER
WATER
IRR.

IRR.

LEGEND

NOPARKING
NO

PARKING
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY: CJS
CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE: 12/22/2022
PRINT DATE:
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.:

SITE LAYOUT
PLAN
C3
Z:\20-07-A Natividad Park Remodel\DWG\20-07 Grading Plans.dwg, 12/22/2022 3:58:43 PM SEWER
SEWER
WATER
IRR.

IRR.

NOPARKING
NO

PARKING
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY: CJS
CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE: 12/22/2022
PRINT DATE:
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.:

GRADING
PLAN
C4

EARTHWORK
CUT = 65 CY
FILL = 0 CY
NET = 65 CY CUT
Z:\20-07-A Natividad Park Remodel\DWG\20-07 Grading Plans.dwg, 12/22/2022 4:05:00 PM SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY: CJS
CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE: 12/22/2022
PRINT DATE:
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.:

SITE DETAILS
C6
NO

PARKING
Z:\20-07-A Natividad Park Remodel\DWG\20-07 Grading Plans.dwg, 12/22/2022 3:18:53 PM SEWER
WATER

NOPARKING
NO

PARKING
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY: CJS
CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE: 12/22/2022
PRINT DATE:
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.:

EROSION

CONTROL
PLAN
C8
Z:\20-07-A Natividad Park Remodel\DWG\20-07 Grading Plans.dwg, 12/22/2022 4:07:15 PM SEWER
SEWER
WATER
IRR.

IRR.

LEGEND
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY: CJS
CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE: 3/12/2021
PRINT DATE:

3.12.2021
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.:

DEMOLITION
PLAN
C2
SEWER
SEWER
WATER
IRR.

IRR.

LEGEND
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY: CJS
CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE: 3/12/2021
PRINT DATE:

3.12.2021
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.:

SITE LAYOUT
PLAN
C3
SEWER
SEWER
WATER
IRR.

IRR.

SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY: CJS
CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE: 3/12/2021
PRINT DATE:

3.12.2021
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.:

GRADING
PLAN
C4

EARTHWORK
CUT = 42.2 CY
FILL = 0 CY
NET = 42.4 CY CUT

SEWER
WATER
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY: CJS
CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE: 3/12/2021
PRINT DATE:

3.12.2021
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.:

EROSION

CONTROL
PLAN
C8

5'-0"

MIN CLR
5'-0"
CLR
4'-4"
1'-0" CLR
4'-5"
1'-0" CLR
6'-0" (V.I.F.)
5'-0"
CLR
7'-9"
2'-8"
MIN.

CLR.
1 4
8 9
3 3
101
102
103

WOMEN'S

RESTROOM
101

PLUMBING
CHASE
102
MEN'S

RESTROOM
103
A
A201
C
A201
B
A201
A
A201
(S.O.H.)
2 15
14 7 18 185
55 5
186
12 16
17 10
1018
8 9
5 8
13 11
11 15
7 14
17 16
18 5
2 1
A800
2 A800
9 1919
10 19
9 9
10 9
1 4
2 3
5 2
A800(TYP)
7 3563
3 6
3 56
3 6
12 11
8 4
4 4
6 9
10 10
1 2
11 13
13 6
C
J
H
G
B
E
A
D
K
F
K
K

DEMO, ROOF

FLOOR PLAN
& ELEVATIONS
A201
20031-A201
RC
CB
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

12.23.2022
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.: 153-102-044
1 PUBLIC WORKS

COMMENTS RESPONSE
No. C31466
REN.1/31/23

LICENSED ARCHITECT

STATE OF C A L I F O R N I A

CHRISTOPHER BARLOW
2 9/7/22 PUBLIC WORKS

COMMENTS RESPONSE
1EXISTING MAIN ELECTRICAL SWITCH BOARD
NEW DOOR SIGN PER 5 / A902
NEW WALL SIGN PER 5 / A902
NEW 4" CMU BLOCK WALL, PARTIAL HEIGHT TO MATCH (E)- SEE 2/A800 NEW WALL HUNG TOILET FIXTURE PER 3 / A902 - SEE PLUMBING DRAWINGS

NEW WALL HUNG URINAL - SEE PLUMBING DRAWING
NEW WALL HUNG LAVATORY & FAUCET PER 2 / A902 - SEE PLUMBING DRAWING NEW GRAB BARS PER 3 / A902 (BRADLEY MODELS SA70-001360 & 001420) NEW TOILET PAPER DISP. PER 3 / A902 (VANDAL STOP PRODUCTS #AA-HRTDx2E) NEW TOILET PARTITION & DOOR w/ 32" MIN. CLEARANCE
30x48 CLEAR SPACE at LAV PER 2 / A902
30x48 CLEAR SPACE at URINAL

EXISTING SUB PANELS- SEE ELECTRICAL DWGS
NEW SOAP DISPENSER IN (E) RECESS PER 4 / A902 (BRADELY MODEL #646) NEW MIRROR (BRADLEY MODEL SA05) PER 4 / A902
NEW HAND DRYER PER 4 / A902 (EXTREMEAIR EXT SERIES)- SEE ELECT'L DWGS

NEW BABY CHANGE STATION
NEW SEAT COVER DISPENSER PER 4 / A902 (VANDAL STOP PRODUCTS # VSP-TSCD) NEW SANITARY NAPKIN DISPOSAL (BRADLEY, MODEL #4722-15)
2 THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S) ON THIS SHEET ONLY. REFER TO FOLLOWING SHEETS FOR NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS.

KEY NOTES
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 NEW ASPHALT ROOFING o/ 30# ROOFING FELT (REMOVE EXISTING ROOFING &

UNDERLAYMENT)
NEW VELUX "DYNAMIC DOME" MODEL CD2 LUXGUARD, & SECURITY GRILLE, #2448, CURB MTD- SEE S101 FOR REVISED ROOF FRAMING AT SKYLIGHTS (TYP)-PROVIDE METAL CAGE o/ SKYLIGHT FOR VANDALISM PROTECTION.

EXISTING SKYLIGHT TO BE REMOVED (TYP)

LINE OF EXISTING WALL LINE BELOW

EXISTING PARTIAL HEIGHT CMU WALL BELOW
THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S) ON THIS SHEET ONLY. REFER TO FOLLOWING SHEETS FOR NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS.

ROOF PLAN KEY NOTES
1 2
3 4
5 SCALE:

ROOF PLAN
1/4"=1'-0"
SCALE:

FLOOR PLAN
1/4"=1'-0" SCALE:

DEMOLITION FLOOR PLAN
1/4"=1'-0"

EXISTING MAIN ELECTRICAL SWITCH BOARD TO
REMAIN

EXISTING TOILET PARTITIONS TO REMAIN

REMOVE EXISTING TOILET & URINAL FIXTURES

COMPLETE (TYP)

REMOVE EXISTING DOOR, FRAME, HARDWARE

COMPLETE (TYP)

REMOVE EXISTING SINK COMPLETE

REMOVE EXISTING TOILET, ACCESSORIES

REMOVE EXISTING VENDING MACHINE CAGE

REMOVE EXISTING PHONE BOOTH & SIGNAGE

REMOVE EXISTING PARTIAL HEIGHT BLOCK WALL,

GRIND SMOOTH WALL/ FLOOR

REMOVE EXISTING CORNER GRAB BARS

REMOVE EXISTING TOILET PARTITION

REMOVE EXISTING TOILET PARTITION DOOR

REMOVE EXISTING SKYLIGHTS & SCREENS (TYP)

THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S)
ON THIS SHEET ONLY. REFER TO FOLLOWING SHEETS FOR
NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS.

DEMO NOTES
1 2
3 4
5 6
7 8
9 10
11 12
13 ARE-PAINT CMU BLOCK WALL (TYP)

RE-PAINT WOOD TRIM & FASCIA (TYP)

NEW ASPHALT SHINGLE ROOFING

PAINT NEW DOOR & FRAME (TYP)

EXISTING MAIN SWITCH GEAR PANEL

PARTIAL HEIGHT CMU WALLS IN FOREGROUND
NEW SKYLIGHT w/ VANDAL CAGE ON TOP (TYP)

ROOF VENTILATOR

PLUMBING VENTS (TYP)
NEW LIGHT FIXTURE (TYP.)

THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S)
ON THIS SHEET ONLY. REFER TO FOLLOWING SHEETS FOR
NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS.

ELEV KEY NOTES
B
C
D
E
F
G
H
J
K
SCALE:

ELEVATION
3/16" = 1'-0"
A
SCALE:

ELEVATION
3/16" = 1'-0"
B
SCALE:

ELEVATION
3/16" = 1'-0"
C
J:\20 Jobs\20031 Natividad Creek Park RR Reno\Drawings\20031-A201.dwg, 12/23/2022 8:40:52 AM, RyanC

DOOR AND

ROOM FINISH

SCHEDULE
A301
SS
HR
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

PLOT DATE:

PRINT DATE:

3.15.2021
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.: 153-102-044
1 CITY COMMENTS

RESPONSE
No. C31466
REN.1/31/23

LICENSED ARCHITECT

STATE OF C A L I F O R N I A

CHRISTOPHER BARLOW

DOOR NOTES

HARDWARE SCHEDULE

MANUFACTURER'S SYMBOLS
HA = HAGER
IV = IVES
LCN = LCN

POCKET DOOR HARDWARE

BOLTS, DUST PROOF STRIKES,

KICK PLATES, DOOR STOPS &

SILENCERS
FBB191
YA = YALE
ST = STANLEY
TR = TRIMCO

LOCKS, LATCHES & CYLINDERS
HINGES

SIGNS & ADA POCKET DOOR PULLS

DOOR SCHEDULE

DOORSIZEDETAIL REFERENCE

FRAME ASSEMBLY

HARDWARE GROUPNOTES
NUMBER
WIDTHHEIGHTTHK.

REFER TO SHT.

HEADJAMB THRESH.
101 3'-0" 6'-8" 1-3/4"HM1
102 3'-0" 6'-8" 1-3/4"HM 3
103 3'-0" 6'-8" 1-3/4"HM 4
ALL SWINGING DOORS TO ACCESSIBLE SPACES SHALL COMPLY w/ THE FOLLOWING (U.N.O.):

1. MINIMUM 3'-0"x6'-8" MINIMUM U.N.O.. DOOR HEIGHTS SHALL MATCH EXISTING CONDITION WHERE APPLICABLE.

2. BOTTOM 10" (MIN.) SHALL BE A SMOOTH, SOLID SURFACE.

3. BE OPERABLE FROM THE INSIDE WITHOUT SPECIAL KNOWLEDGE OR EFFORT.

4. THRESHOLD CHANGE IN HEIGHT BETWEEN FLOOR SURFACES ON EITHER SIDE OF DOOR SHALL NOT EXCEED 12".

5. LEVER TYPE LATCHSET AND LOCKSET HANDLES SHALL COMPLY WITH TITLE-24 ACCESSIBILITY REQUIREMENTS.

6. PRESSURE TO OPERATE EXTERIOR AND INTERIOR DOORS SHALL NOT EXCEED 5.0 lbs., AND FIRE RATED DOORS SHALL NOT EXCEED 15lbs., PER CBC SECTION 1133B.2.5. ALL DOORS SHALL BE ADJUSTED TO MEET THIS REQUIREMENT.

7. PROVIDE ACCESSIBLE HARDWARE THAT DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.

8. ALL EXTERIOR DOORS TO BE WEATHER STRIPPED WITH PEMKO S88D WEATHER STRIPPING, U.N.O.

9. ALL HOLLOW METAL DOOR FRAMES SHALL HAVE WELDED CORNERS, GROUND SMOOTH,WITH REINFORCED CORNERS AND HINGE LOCATIONS.

10. FIRE RATED DOOR AND FRAME ASSEMBLIES SHALL BE INSTALLED WHERE NOTED OR AS REQUIRED BY CODE. DOORS AND FRAMES SHALL BEAR UNDERWRITERS LABORATORY (UL) LABEL FOR REQUIRED FIRE RESISTIVE RATING. MODIFICATION OF LABELED ASSEMBLIES.

11. MOUNTING HEIGHT OF LATCHING HARDWARE/ HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" TO 44" A.F.F. PER CBC SECTION 1133B.2.5.1.

12. FURNISH AND INSTALL ALL HARDWARE AS REQUIRED FOR A COMPLETE ASSEMBLY. THE WORK

SHALL INCLUDE, BUT IS NOT LIMITED TO, LOCKS, LATCHES, DOOR BUTTS WITH NON-REMOVABLE PINS ON OUT SWINGING EXTERIOR DOORS, AND DOOR STOPS. WHERE INDICATED ON PLANS, THE

WORK INCLUDES METAL THRESHOLDS, METAL KICK PLATES, METAL PUSH PLATES, SINGLE OR DOUBLE ACTING SELF-CLOSING GRAVITY OPERATED GATE HINGES.

HARDWARE NOTES

1.FINISH: SHALL BE US26D, (626 ON BRASS OR BRONZE BASE METAL, 652 ON STEEL BASE METAL AND 630 FOR STAINLESS STEEL MATERIAL).

2.HINGES: SIZE TO BE 4.5"x4.5" UNLESS OTHERWISE INDICATED. WIDTH OF HINGE SHALL BE SUFFICIENT TO CLEAR FRAME AND TRIM WHEN DOOR SWINGS 180°. PROVIDE NON-REMOVABLE PINS (NRP) AT EXTERIOR OUT-SWING DOORS. PROVIDE QUANTITY OF HINGES PER LEAF AS FOLLOWS:

3.LOCKS: SHALL BE AS MANUFACTURED BY SCHLAGE LOCK. SERIES AND DESIGN AS LISTED IN HARDWARE SCHEDULE.

4.CLOSERS: SHALL BE AS MANUFACTURED BY LCN OF PRINCETON, ILLINOIS. CLOSER CYLINDER BODIES SHALL BE OF CAST IRON CONSTRUCTION. PROVIDE EXTRA DUTY ARMS (EDA) AT ALL PARALLEL ARM APPLICATIONS. CLOSERS FOR FIRE-RATED DOORS SHALL HAVE A TEMPERATURE STABILIZING FLUID THAT COMPLIES WITH CBC 7-2 (1997) AND UL10C. CLOSERS SHALL BE POWDER COATED TO MATCH BHMA 689. CLOSERS TO BE INSTALLED WITH SEX OR THROUGH BOLTS.

CLOSERS SHALL OPERATE WITH A MAXIMUM FORCE OF 5.0 LBS. AND NOT IN EXCESS OF 15 LBS.

FOR FIRE RATED DOORS. INSTALL CLOSERS ON ROOM SIDE OF BUILDINGS, DO NOT INSTALL CLOSERS ON EXTERIOR SIDE OF BUILDINGS OR IN HALLWAYS OR CORRIDORS IF AT ALL POSSIBLE.

5.THRESHOLDS: THRESHOLDS SHALL NOT EXCEED 12" IN HEIGHT.

6.GASKETING: PROVIDE FIRE OR DRAFT GASKETING AS APPROVED BY THE SELECTED DOOR MANUFACTURERS APPROVALS AND INSTALLATIONS INSTRUCTIONS FOR "POSITIVE PRESSURE" TESTING PROCEDURES.

7.INSTALLATION: ALL OPERATING HARDWARE SHALL BE INSTALLED BETWEEN 30" AND 44" AFF.

HARDWARE
GROUP 1.0:

GENERAL FINISH NOTES ROOM FINISH SCHEDULE
ROOM NUMBERROOM NAMEFLR.BASE
WALLS
(PLAN DIRECTION)

TOILET PARTITION
CSWK.

CLG. NOTES N. E.S.W.

CTR.

TOP
CAB.

WORK
101WOMEN'S RESTROOM CONC-1 -
PR-1,
P-3,
CO-2
PR-1,
P-3,
CO-2
PR-1,
P-3,
CO-2
PR-1,
P-3,
CO-2
TP-1 - -
PR-1,
P-2,
CO-2
102 PLUMBING CHASECONC-1-PR-1,
P-3
PR-1,
P-3
PR-1,
P-3
PR-1,
P-3- -PR-1, P-2
103MEN'S RESTROOM CONC-1 -
PR-1,
P-3,
CO-2
PR-1,
P-3,
CO-2
PR-1,
P-3,
CO-2
PR-1,
P-3,
CO-2
- -
PR-1,
P-2,
CO-2

EXTERIOR- -
PR-1,
P-1,
P-2,
CO-1,
CO-2
PR-1,
P-1,
P-2,
CO-1,
CO-2
PR-1,
P-1,
P-2,
CO-1,
CO-2
PR-1,
P-1,
P-2,
CO-1,
CO-2
- - -

1. CONTRACTOR SHALL SUBMIT SAMPLES PRIOR TO PLACING FULL ORDERS WHERE MATERIALS ARE NOT RETURNABLE.

2. ALL WALL AND CEILING FINISH MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATION OF THE CURRENT EDITION OF THE C.B.C.

3. ALL PAINT FINISH SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS FOR THE PARTICULAR SURFACE.

4. ALL PAINT FINISH OF METAL DOOR FRAMES, PERIMETER ENCLOSURES, ETC., SHALL BE SEMI-GLOSS, UNLESS NOTED OTHERWISE (U.N.O.).

5. CONTRACTOR SHALL PATCH AND PAINT AND / OR RE-FINISH ALL EXISTING WALL CONDITIONS AS REQUIRED TO MATCH THE EXISTING CONDITION. VERIFY WITH ARCHITECT.

6. FLOORING SUB-CONTRACTOR (S) SHALL FIELD VERIFY THE EXISTING FLOOR CONDITION PRIOR TO BID AND INSTALLATION.

7. REMOVE EXISTING INTERIOR CONCRETE SEALER, CLEAN AND APPLY NEW (CONC-1) PER MANUFACTURER'S INSTALLATION GUIDANCE.

FINISH LEGEND
TYPE:

MANUFACTURER:

STYLE/FINISH:

COLOR/PATTERN:

SIZE:

NOTE:

CONTACT:

CONC-1SEAL (E) CONCRETE FLOOR
-
-
-
N/A

REMOVE EXISTING SEALER, CLEAN AND APPLY NEW
-

FLOORING
TYPE:

MANUFACTURER:

STYLE/FINISH:

COLOR/PATTERN:

SIZE:

NOTE:

CONTACT:

PR-1PRIMER

DUNN EDWARDS
ULTRA-GRIP (UGPR00)
N/A
N/A
1ST COAT / FOR INTERIOR AND EXTERIOR
ROSE GARRISON 650-303-5990
PAINT
TYPE:

MANUFACTURER:

STYLE/FINISH:

COLOR/PATTERN:

SIZE:

NOTE:

CONTACT:

P-1EXTRIOR PAINT ON CMU

DUNN EDWARDS
SPARTASHIELD / EGGSHELL (SSHL30)
DE6199 PALE BEACH
N/A
2ND AND 3RD COAT
ROSE GARRISON 650-303-5990
TYPE:

MANUFACTURER:

STYLE/FINISH:

COLOR/PATTERN:

SIZE:

NOTE:

CONTACT:

P-2EXTRIOR & INTERIOR PAINT ON WOOD TRIM, BEAMS, CEILING, METAL DOOR, DOOR FRAME

DUNN EDWARDS
SPARTASHIELD / SEMI-GLOSS (SSHL50)
DEC779 WOODLAWN GREEN
N/A
2ND AND 3RD COAT
ROSE GARRISON 650-303-5990
TYPE:

MANUFACTURER:

STYLE/FINISH:

COLOR/PATTERN:

SIZE:

NOTE:

CONTACT:

CO-1ALIPHATIC POLYURETHANE COATING

DUNN EDWARDS
VANDLGUARD ISOFREE, ALIPHATIC URETHANE 2K / CLEAR SATIN CLEAR
N/A
TWO COATS ON EGGSHELL FINISH PAINT (P-1) / FOR INTERIOR AND EXTERIOR ROSE GARRISON 650-303-5990
TYPE:

MANUFACTURER:

STYLE/FINISH:

COLOR/PATTERN:

SIZE:

NOTE:

CONTACT:

CO-2ALIPHATIC POLYURETHANE COATING

DUNN EDWARDS
VANDLGUARD ISOFREE, ALIPHATIC URETHANE 2K / CLEAR GLOSS CLEAR
N/A
ON SEMI-GLOSS FINISH PAINT (P-2, P-3) / FOR INTERIOR AND EXTERIOR / SEE COATING NOTE BELOW ROSE GARRISON 650-303-5990
TYPE:

MANUFACTURER:

STYLE/FINISH:

COLOR/PATTERN:

SIZE:

NOTE:

CONTACT:

P-3INTRIOR PAINT ON CMU

DUNN EDWARDS
SPARTASHIELD / SEMI-GLOSS (SSHL50)
DE6197 MODERN IVORY
N/A
2ND AND 3RD COAT
ROSE GARRISON 650-303-5990
TYPE:

MANUFACTURER:

STYLE/FINISH:

COLOR/PATTERN:

SIZE:

NOTE:

CONTACT:

TP-1SOLID COLOR REINFORCED COMPOSITE TOILET PARTITION

BOBRICK
1092.67P / SIERRA SERIES
SC04 FOREST GREEN

PER FLOOR PLAN
OVERHEAD-BRACED, INSTITUTIONAL HARDWARE (.067 OPTION)
MIKE EDWARDS (925) 829-2942

NEW TOILET PARTITION
COATING NOTE: ONE COAT ON SMOOTH SURFACE, TWO COATS ON TEXTURED (CMU) SURFACE J:\20 Jobs\20031 Natividad Creek Park RR Reno\Drawings\20031-A301.dwg, 3/15/2021 11:50:23 AM, RyanC, DWG To PDF.pc3

DETAILS
A800
20031-A800
-
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

12.23.2022
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.: 153-102-044
1 PUBLIC WORKS

COMMENTS RESPONSE
No. C31466
REN.1/31/23

LICENSED ARCHITECT

STATE OF C A L I F O R N I A

CHRISTOPHER BARLOW
2 9/7/22 PUBLIC WORKS

COMMENTS RESPONSE
SCALE:
3SKYLIGHT SECTION DETAIL
1-1/2" = 1'-0"
4'-0" R.O.

NEW ROOFING o/ 30# FELT INTERWOVEN w/
2-LAYERS S.A.F. MEBRANE WRAPPED UP
CURB

PREMAUFACTURED SKYLIGHT CURB
MOUNT- MAINTAIN 1/2" CLEARANCE FROM
CURB TO MOUNT at SIDES. SECURE
SKLIGHT TO CURB w/ #8x1-3/4" STAINLESS
STEEL FASTENERS at EA. PREDRILLED

LOCATION ENSURING FASTENER IS DRIVEN
STRAIGHT INTO CURB. DO NOT SLANT or
FORCE UPWARDS OR DOWNWARDS.

DO NOT OVERTIGHTEN FASTENER
CS16 STRAPPING PER STRUCT'L, OVER

SHTG, BENEATH CURB
NEW 4x6 w/ HU46 EA.

END- SEE STRUCT'L
DWGS
(E) 2x6 RAFTERS w/
U26 HANGERS EA.

END. (TYP)

PREMANUFACTURED

SECURITY
GRILLE

HEAVY GAUGE METAL GRID CAGE
AFFIXED TO SKYLIGHT FRAME w/
STEEL HEM BAR & 2x2x24 CHANNEL
SCALE:
1NEW CMU WALL SECTION
1" = 1'-0"
1'-4"
3"
CLR 3"
1'-0" 6'-0" ± MATCH (E)

CONVEX SHAPED TOP POURED WITH
GROUT
4" CMU BLOCK WALL, GROUT ALL CELLS.
#4 REBAR at 16" O.C. VERT. & HORIZ.

NEW CONCRETE- CONTRACTOR OPTION
TO POUR w/ FOOTING or SEPARATE
EXISTING SLAB on GRADE
#4 REBAR at 16" O.C. EPOXIED INTO (E)
SLAB MIDWAY, 4" MIN EMBEDMENT,
TURNED DOWN & TIED WITH VERT. BARS
ALTERNATE BENDS at BOTTOM of FOOTING
NEW CONCRETE FOOTING w/ #4 BARS
SCALE:
2NEW WALL to EXISTING
1" = 1'-0"
4"
#4 HORIZONTAL BARS- EPOXY INTO (E) 8"
CMU WALL at 16" O.C., MIN. 4" EMBEDMENT

EXISTING CMU WALL
NEW 4" CMU BLOCK WALL- GROUT ALL
CELLS PER 1 / A800
1 SCALE:
4BICYCLE RACK
3/4"=1'-0"
4"
1'-2"4" 3'-0"

PAVEMENT- SEE

CIVIL DWGS
CONC. FTG.
1'-0" Ø1'-0" Ø

GALVANIZED METAL
"WAVE TYPE" 7- BIKE

RACK- EMBEDDED
MOUNT
J:\20 Jobs\20031 Natividad Creek Park RR Reno\Drawings\20031-A800.dwg, 12/23/2022 8:40:17 AM, RyanC ACCESSIBILTYDETAILSA902
RCHR
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100MONTEREY, CALIFORNIA 93940PHONE: 831.649.4642FAX: 831.649.3530WWW.WRDARCH.COM SHEET NO.:FILE NAME:

DRAWN BY:CHECKED BY:PLOT DATE:PRINT DATE:3.15.202120031NATIVIDAD CREEK PARKRESTROOM REMODELCITY OF SALINASPUBLIC WORKS DEPARTMENT200 LINCOLN AVESALINAS, CA A.P.N.: 153-102-044 1CITY COMMENTSRESPONSE
No. C31466REN.1/31/23LICENSED ARCHITECTSTATE OF C A L I F O R N I ACHRISTOPHER BARLOW

ACCESSIBILITY NOTES

9. Where towels, sanitary napkins, waste receptacles, and other similar dispensing and disposal fixtures are provided, atleast one of each type shall be located with all operable parts, including coin slots, within 40" from the finished floor.1. Grab bars shall be located on each side, or on one side and the back of the accessible toilet stall or compartment.4. The diameter or width of the gripping surfaces of a grab bar shall be 1-1/4" to 1-1/2" or the shape shall provide anequivalent gripping surface. If grab bars are mounted adjacent to a wall, the clearance between the wall and the grabbars shall be 1-1/2".5. No protruding objects shall be mounted 12" above the grab bar or 1-1/2" below the grab bar.6. The rear wall grab bar shall be 36" min. and extend from the centerline of the water closet 12" minimum on one sideand 24" min. no the other.3. Grab bars shall be securely attached in a horizontal position, 33" minimum and 36" maximum above the finish floormeasured to the top of the of the gripping surface.2. Grab bars at the side shall be 42" long minimum, located 12" maximum from the rear wall and extending 54" minimumfrom rear wall with the front end positioned 24" minimum in front of the water closet..11. The top of the toilet seat 17" to 19" from floor surface measured to the top of a maximum 2" high toilet seat.10. Toilet tissue dispensers that control delivery or that do not permit continuous paper flow shall not be used. Dispenser isto be located within 7"-9" of the front edge of the toilet seat to the centerline of the dispenser with 19" min. height from floor tocenter line of dispenser (below grab bar).C. GRAB BARS

7. The water closet shall be located in a space 60" min. clear in width. The side shall provide a minimum of 17" and amaximum of 18" from the center line of the water closet to the adjacent wall. A minimum 48"x60" clear floor space shall beprovided in front of the water closet. Provide a minimum 60"x56" clear floor space around water closet when toilet is wallmounted, and a 60" x 59" minimum clear floor space if water closet is floor mounted. No fixture (including sinks) shall obstructthis clear floor space at the water closet.2. Lavatory faucets are lever type, push type or electronic control mechanisim valves that are operable with one hand anddo not require tight grasping, pinching or twisting of the wrist. Self closing valves shall maintain a minimum of 10 secondopen flow of 5 lbs. maximum force required to activate controls.6. Controls for water closet flush valves shall be mounted on the wide side of toilet areas and shall require 5 lbs. maximumpressure to operate flush valve.5. All piping under lavatories shall be configured, insulated or otherwise covered to prevent contact. There shall be no sharpor abrasive surfaces under lavatories.4. All lavatories that are designed to be accessible shall be mounted with the rim or counter edge no higher than 34" abovethe finished floor and vertical clearance measured from the bottom of the apron or outside bottom edge of the lavatory of 29"reducing to 27" at a point located 8" back from edge. Toe clearance under lavatory is under 9" high, 30" wide and extends aminimum of 17" in depth from the front of the lavatory.3. Lavatories adjacent to a wall shall be mounted with a minimum distance of 18" to the center line of the fixture.1. A minimum of 30"x48" clear space is provided in front of lavatory allowing foward approach.

7. Water closet and urinal flush valves controls and faucet and operating mechanism controls, shall be operable withone hand, shall not require tight grasping, pinching, or twisting of the wrist, and shall be mounted no more than 44"above the floor.

B. SANITARY FACILITY FIXTURES & ACCESSORIES

8. Mirrors shall be mounted with the bottom of the reflective surface no higher than 40" from the finished floor elevation.

6. There shall be in the room a clear floor space of at least 60" in diameter, or a T-shaped space. No door shall encroachinto this space for more than 12".5. There shall be sufficient space in the toilet room for a wheelchair measuring 30" wide by 48" long to enter the room andpermit the door to close.8QLVH[VDQLWDU\IDFLOLWLHVVKDOOEHLGHQWLILHGE\DFLUFOHóWKLFNGLDPHWHUZLWKDóWKLFNWULDQJOHVXSHULPSRVHGZLWKLQthe circle.'RRUZD\VOHDGLQJWRPHQ VVDQLWDU\IDFLOLWLHVVKDOOEHLGHQWLILHGE\DQHTXLODWHUDOWULDQJOHóWKLFNZLWKHGJHVORQJDQGDYHUWH[SRLQWLQJXSZDUG:RPHQ VVDQLWDU\IDFLOLWLHVVKDOOEHLGHQWLILHGE\DFLUFOHóWKLFNDQGLQGLDPHWHU4. Where a tactile sign is provided at a door, the sign shall be located alongside the door at the latch side. Where a tactilesign is provided at double doors with one active leaf, the sign shall be installed on the wall adjacent to the latch outside of thedoor. Where a tactile sign is provided at double doors with two active leafs, the sign shall be located to the right of the righthand door. Where there is no wall space at the latch side of a single door or at the right side of double doors, signs shall belocated on the nearest adjacent wall. Signs containing tactile characters shall be located so that a clear floor space of 18"min. by 18" min., centered on the tactile characters, is provided beyond the arc of any door swing between the closed positionand 45 degree open position. Tactile characters on signs shall be located 48" min. above the finish floor or ground surface,measured from the baseline of the lowest tactile character and 60" max. above the finish floor or ground surface, measuredfrom the baseline of the highest tactile character A. GENERAL1. All dimensions and clearances within restroom areas shown on details are to be measured from finished surfaces.

8. In other than dwelling units, toilet rooms floors shall have a smooth, hard, non-absorbant surface such as portland cement,concrete, ceramic tile or other approved material which extends upward onto the walls at least 5 inches. Walls within watercloset compartments shall be similarly finished to a height of 48 inches.

PROVIDE 42" BAR(36" MIN. REQ'D)6" MAX.GRAB BARBEHIND WCPROVIDE 48" GRAB BAR(42" MIN. REQ'D)T.P.12"MAX.

SCALE:3ACCESSIBLE TOILET 3/8"=1'-0"2'-6"(24" MIN. REQ'D) 54" MIN.
7"-9"2'-6 12"(24" MIN. REQ'D) 5'-2" CLR. (60" MIN. REQ'D) AT REAR WALL (NO SINKS)4'-2" CLR.(48" MIN. REQ'D)12"MIN.1712"

MAINTAIN MINIMUM REQUIRED KNEE CLEARANCENO SHARP/ ABRASIVESURFACES UNDERLAVATORIES CONTROL OPERATEDW/ ONE HAND MAX.FORCE OF 5 LBS.MIRROR, SEE DETAILFOR MOUNTING HEIGHTLEVER, PUSH ORELECTRONICALLYOPERATED FAUCET\INSULATE ALL PIPING WITHREMOVABLE PVC COVERS -USE TRUBRO "LAV GUARD 2"OR APPROVED EQUAL SCALE:2SINK CLEARANCESN.T.S.
7A901LOCATE CENTERLINE OFSINK AT LEAST 18" FROMTHE NEAREST VERTICAL SCALE:4REQUIRED ACCESSIBLE MOUNTING HEIGHTS1/4"=1'-0"
WALL - SIGNAGE (TYP.)DOOR MOUNTED SIGNAGE (TYP.)

WOMENMENUNISEXRESTROOMS
HEIGHT OFLETTERING5/8" MIN. TO 2"MAX.UPPERCASECHARACTERSCORRESPONDINGGRADE II BRAILLECENTERED ON SIGNPER DETAIL 8/A900 LETTERINGRAISED 1 / 32"
MEN

DOOR - MOUNTEDSIGNAGE
WALL MOUNTED SIGNAGE TO BE LOCATED ALONGSIDETHE DOOR AT THE LATCH SIDE. WHERE THERE IS NOWALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR,SIGN SHALL BE LOCATED ON THE NEAREST ADJACENTWALL. SIGNS CONTAINING TACTILE CHARACTERS SHALLBE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18INCHES MINIMUM BY 18 INCHES MINIMUM, CENTEREDON THE TACTILE CHARACTERS, ISPROVIDED BEYOND THE ARCOF ANY DOOR SWINGBEYOND THE CLOSED326,7,21$1'OPEN POSITION.NOTE:1. PICTOGRAMS AND/OR LETTERING ARE NOTREQUIRED ON DOOR - MOUNTED SIGNAGE.2. GENDER SIGNS MUST CONTRAST FROM DOOR3. CIRCLE AND TRIANGLE MUST CONTRAST FROM ONEANOTHER 6" MIN.
1'-6" MIN.

SCALE:5IDENTIFICATION SYMBOLAT SANITARY FACILITIES3/8"=1'-0" 5'-0" MIN.4'-0" MIN
NOTE:2% MAX. SLOPE INANY DIRECTION, TYP.PUSH SIDE
PULL SIDE2'-0" MIN.CLR.

BINTERIOR DOORAEXTERIOR DOORREQ'D CLR.SPACEPUSH SIDEPULL SIDE12"MIN. 5'-0" MIN.4'-0" MIN
NOTE:2% MAX. SLOPE INANY DIRECTION, TYP.PUSH SIDE
PULL SIDE2'-0" MIN.CLR.

BINTERIOR DOORAEXTERIOR DOORREQ'D CLR.SPACEPUSH SIDEPULL SIDE SCALE:6DOOR CLEARANCES1/4"=1'-0"PROVIDE THISADDITIONALSPACE IF DOORIS EQUIPPEDW/ BOTH ALATCH AND ACLOSER NOTE: 1. IF NOT EXISTING, PROVIDENEW SIGN AT PROPERTY'S MAINENTRY PER DETAIL 2/~2. GENERAL CONTRACTOR TOVERIFY ACCESSIBLE STALLSARE IN COMPLIANCE WITH A.D.A.& STATE DISABLED STANDARDS SCALE:7ACCESSIBLE PARKING STALL1/8"=1'-0"
12'-0"*9'-0"
4" WIDE PTD DIAG. STRIPES(WHITE)
WITHIN THE ACCESSIBLE UNLOADINGAISLE, STENCIL WHITE PAINT THEWORDS "NO PARKING" IN 12" (MIN)HIGH LETTERS5'-0"**VAN SPACESPERMITTED TO BE108" WIDE WHEREACCESS AISLE IS 96"WIDE MIN. ( 'VAN' STALL )

PEDESTRIANROUTE
48" MINCURBFLARED SIDES 1:10MAX SLOPE., TYP.1 : 48 MAX.SLOPE IN ALLDIRECTIONS48" MINTOP LANDING SCALE:11PERPENDICULAR CURB RAMP1/4"=1'-0"
J:\20 Jobs\20031 Natividad Creek Park RR Reno\Drawings\20031-A902.dwg, 3/15/2021 11:50:42 AM, RyanC, DWG To PDF.pc3 SHEET NAME:

SET ISSUED:

JOB NO.:

SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

PLOT DATE:

PRINT DATE:
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.:

S101

ROOF FRAMING
PLAN
831.476.3681
2715 PORTER STREET SOQUEL CA 95073

CIVIL AND STRUCTURAL ENGINEERS
DONALD C. URFER AND ASSOC. INC.

EXPIRATION: JUNE 30, 2021

KAREN WIINIKKA
No. 5056

THE USE OF THESE PLANS AND SPECIFICATIONS
ACCEPTANCE OF THESE RESTRICTIONS.

CONSTITUDES PRIMA FACIE EVIDENCE OF THE

ENGINEER AND VISUAL CONTACT WITH THEM

SPECIFICATIONS REMAINS WITH THE
PART IS PROHIBITED. TITLE TO THE PLANS AND

PUBLICATION BY ANY METHOD IN WHOLE OR IN

PUBLICATION THEREOF IS EXPRESSLY LIMITED

IS RESTRICTED TO THE ORIGINAL SITE FOR

TO SUCH USE, RE-USE, REPRODUCTION OR

WHICH THEY WERE PREPARED, AND
99 Pacific St, Ste 375G
Monterey, CA 93940
Telephone (831) 641-7739
Job No. 20012.00
ZALEngineering
Mechanical Consultants

NOT FORCONSTRUCTION
P0.1
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

3.10.2021
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.:

TITLE SHEET

PLUMBING

1. ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE 2019 CALIFORNIA PLUMBING

CODE AND ALL OTHER APPLICABLE CODES AND REGULATIONS, INCLUDING THE CALIFORNIA ENERGY CONSERVATION STANDARDS OF TITLE 24.

2. LOCATION OF ALL ROOF OPENINGS AND THE LOCATION OF ALL ROOF MOUNTED EQUIPMENT SUPPORTS ARE DETAILED ON THE STRUCTURAL AND ARCHITECTURAL PLANS.

3. PLATFORMS, CURBS AND FLASHING FOR EQUIPMENT SHALL BE AS INDICATED ON THE STRUCTURAL AND ARCHITECTURAL PLANS. COORDINATE THE EXACT SIZES OF REQUIRED OPENINGS AND SUPPORT FOR THE FURNISHED EQUIPMENT.

4. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. PROVIDE ALL FITTINGS, TRANSITIONS, VALVES, AND OTHER DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION.

5. ALL EQUIPMENT, PIPING, AND OTHER DEVICES AND MATERIALS INSTALLED OUTSIDE THE BUILDING OR OTHERWISE EXPOSED TO THE WEATHER SHALL BE COMPLETELY WEATHERPROOFED.

6. PIPES SHALL BE SUPPORTED AND BRACED PER SMACNA “GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING PIPING SYSTEMS.”

7. COORDINATE PLUMBING SYSTEMS WITH WORK OF OTHER TRADES PRIOR TO ANY FABRICATION OR INSTALLATION. PROVIDE ALL FITTINGS, OFFSETS, AND TRANSITIONS AS REQUIRED FOR A COMPLETE WORKABLE INSTALLATION.

8. EXPOSED PIPING ALLOWED ONLY WHERE INDICATED. PROVIDE ESCUTCHEONS IN FINISHED AREAS.

9. MAINTENANCE LABEL SHALL BE AFFIXED TO ALL PLUMBING EQUIPMENT.

10. PROVIDE ROUGH-IN AND FINAL CONNECTIONS FOR EQUIPMENT PROVIDED UNDER OTHER DIVISIONS OF THE SPECIFICATIONS. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF EQUIPMENT.

11. PENETRATIONS OF RATED ASSEMBLIES SHALL BE FIRE STOPPED BY AN APPROVED MATERIAL AS PRESCRIBED IN CBC SECTION 714.

12. REFER TO STRUCTURAL DRAWING FOR LOCATIONS OF BEAMS, SHEAR WALLS AND MEMBERS. ALL

DRILLING OF STRUCTURAL BEAMS AND MEMBERS TO BE COORDINATED WITH THE STRUCTURAL ENGINEER. ALL HOLES SHALL BE MINIMUM SIZE AND APPROVED BY STRUCTURAL ENGINEER PRIOR TO DRILLING.

13. FIELD VERIFY LOCATION AND SIZE OF ALL EXISTING PIPING, DUCTWORK AND EQUIPMENT PRIOR TO FABRICATION OF ANY NEW WORK.

14. ALL WATER CLOSETS CONTROLS SHALL BE ON THE SIDE OF THE FIXTURE AWAY FROM THE WALL.

15. ALL FAUCET CONTROLS SHALL BE OPERABLE WITH THE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.

16. PC SHALL PROVIDE CONCRETE INSERTS FOR HANGING PLUMBING EQUIPMENT, COORD. W/ GC.

GENERAL PLUMBING NOTES
(N) WASTE PIPING (NEW)

WASTE PIPING (EXISTING)

SUB-SOIL PIPING

VENT PIPING (NEW)
UNION

STRAINER

T & PRV RELIEF VALVE

PRESSURE REDUCING VALVE

PIPE TEE DOWN

PIPE TURNING DOWN (DROP)

PIPE TURNING UP (RISE)

PETES PLUG
HOSE BIBB (3/4" MIN.)

PIPE HANGER

GATE VALVE

GLOBE VALVE

DIRECTION OF FLOW

FLANGED UNION

FLOOR DRAIN

FLOOR SINK

BALANCING COCK
CAP

CHECK VALVE

CLEANOUT

BALL VALVE

TRAP PRIMER (TP)

GCO GROUND CLEANOUT

VTR VENT THRU ROOF

W WASTE

WC WATER CLOSET

WCO WALL CLEANOUT

WH WATER HEATER

WHA WATER HAMMER ARRESTOR

WM WATER METER

VIF VERIFY IN FIELD
V VENT

TP TRAP PRIMER

SS SANITARY SEWER

SOV SHUTOFF VALVE

RD ROOF DRAIN

PVC POLYVINYL CHLORIDE PIPE

PRV PRESSURE REDUCING VALVE

PIV POST INDICATION VALVE

PC PLUMBING CONTRACTOR
(N) NEW

NPW NON POTABLE WATER

MC MECHANICAL CONTRACTOR

LAV LAVATORY
IE: INVERT ELEVATION

DCW DOMESTIC COLD WATER

HB HOSE BIB

GPM GALLONS PER MINUTE

GC GENERAL CONTRACTOR

FSC FIRE SPRINKLER CONTRACTOR

FD FLOOR DRAIN

FCO FLOOR CLEANOUT

FC FLEX CONNECTOR

EL ELEVATION

EC ELECTRICAL CONTRACTOR
(E) EXISTING

DN DOWN

DCV DETECTOR CHECK VALVE

CD CONDENSATE

CAST IRON

CFH CUBIC FEET PER HOUR

CB CATCH BASIN

BV BALL VALVE

AP ACCESS PANEL

AFF ABOVE FINISH FLOOR

BACKFLOW PREVENTOR

REDUCED PRESSURE

POINT OF CONNECTION

TO EXISTINGRPBFP

SYMBOLS & ABBREVIATIONS (PLUMBING)

WWASTE PIPING -

UNDERGROUND (NEW)

WATERHAMMER ARRESTOR
(WHA)

VENT PIPING (EXISTING)

DHW DOMESTIC HOT WATER
CI

FS FLOOR SINK

DHWR DOMESTIC HOT WATER RETURN

PP PETES PLUG

POC POINT OF CONNECTION

POD POINT OF DEMOLITION

RWL RAIN WATER LEADER

DOMESTIC COLD

WATER (NEW)

CHROME PLATEDCP DOMESTIC COLD

WATER (EXISTING)

DOMESTIC HOT WATER
(EXISTING)

DOMESTIC HOT WATER (NEW)

DOMESTIC HOT WATER RETURN
(EXISTING)

DOMESTIC HOT WATER RETURN
(NEW)

PIPE (ABOVE THE CEILING)

VB VALVE BOX

PLUMBING FIXTURE SCHEDULE
CODEDESCRIPTIONACCESSIBLEMOUNTING TYPEGOOSENECKTRAPMIN. ROUGH-IN CONN (IN)LOCATION REMARKS

FLOOR COUNTER TOP WALLSPOUTPRIMERW V CW HW
L-1LAVATORYADA––•––211/2 3/4–TOILET ROOM1
UR-1URINALADA––•––211/2 3/4–TOILET ROOM WATERLESS
WC-1WATER CLOSETADA––•––42 1–TOILET ROOM 1.28 GPF
WC-2 WATER CLOSET–––•––421 –TOILET ROOM1.28 GPF
NOTES:1. BOWL TO BE WILLOUGHBY ES-1015-HC-NV-4CC W/ METERING FAUCET CHICAGO FAUCETS 857-E12-665PSHABCP. 0.25GAL/CYCLE

2. WILLOUGHBY ASUW-1314-HEU 0.125 GAL/FLUSH

3. WILLOUGHBY ETW-1490-CM

4. SAME AS WC-1 LESS ADA REQUIREMENTS

SEWERSEWER
WATER
IRR.

IRR.

GCO GCO
(E) 4" W (E) 4" W
WC
1 L
1 WC
2 WC
2 WC
2 WC
2 L
1 L
1 L
1 UR
1 UR
1 UR
1 WC
2 WC
2 WC
1 (E) 2" DCW
(E) 2" DCW
(E) HOSE BIB
(E) 1" DCW
(TYP. ALL WC)
(E) 3/4" DCW
(TYP. ALL UR)
(E) 3/4" DCW
(TYP. ALL L)
(E) 3/4" DCW
(E) FLOOR DRAIN
(E) FLOOR DRAIN
(E) FLOOR DRAIN

SEWERSEWER
WATER
IRR.

IRR.

GCO GCO
(E) 4" W (E) 4" W
(E) 2" DCW
(E) 2" DCW
(E) HOSE BIB
(E) 1" DCW
(TYP. ALL WC)
(E) 3/4" DCW
(TYP. ALL UR)
(E) 3/4" DCW
(TYP. ALL L)
(E) 3/4" DCW
(E) FLOOR DRAIN
(E) FLOOR DRAIN
(E) FLOOR DRAIN

THE USE OF THESE PLANS AND SPECIFICATIONS
ACCEPTANCE OF THESE RESTRICTIONS.

CONSTITUDES PRIMA FACIE EVIDENCE OF THE

ENGINEER AND VISUAL CONTACT WITH THEM

SPECIFICATIONS REMAINS WITH THE
PART IS PROHIBITED. TITLE TO THE PLANS AND

PUBLICATION BY ANY METHOD IN WHOLE OR IN

PUBLICATION THEREOF IS EXPRESSLY LIMITED

IS RESTRICTED TO THE ORIGINAL SITE FOR

TO SUCH USE, RE-USE, REPRODUCTION OR

WHICH THEY WERE PREPARED, AND
99 Pacific St, Ste 375G
Monterey, CA 93940
Telephone (831) 641-7739
Job No. 20012.00
ZALEngineering
Mechanical Consultants

NOT FORCONSTRUCTION
P2.1
1 P2.1SCALE:3/8"=1'-0"

FLOOR PLAN - NEW PLUMBING
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION
THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS
PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE
ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

3.10.2021
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.:

FLOOR PLAN

PLUMBING
2 P2.1SCALE:3/8"=1'-0"

FLOOR PLAN - DEMO PLUMBING
026 1
SCALE: 3/8" = 1'-0"
3026 1
SCALE: 3/8" = 1'-0"
3 DEMOLITION NOTESSHEET NOTES

1. INSTALL (N) PLUMBING FIXTURE &
RECONNECT TO (E) PIPING.

2. (E) PLUMBING FIXTURES TO REMAIN.

1. REMOVE (E) PLUMBING FIXTURE. CAP &

PROTECT PIPING FOR FUTURE
RECONNECTION.

2. (E) PLUMBING FIXTURES TO REMAIN.

2 1
2 1
2 2
2 2 1 1
1 1
1 1 1
1 1
1 1
1 1 1
1 1
1 1
1 1 1
1 1 1 1 1
1 2
2 1
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

PLOT DATE:

PRINT DATE:

4.6.2020
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.:

CADD
E.O.B.
60 Garden Court Suite 210 Monterey, CA 93940
T.831.646.3330 F.831.646.3336 www.acemb.com
Project No.

ONTEREY

NGINEERS

ONSULTING
E
M

URUM AC
AY, INC.B
These drawings are instruments of service and are the
property of AURUM CONSULTING ENGINEERS MONTEREY BAY,
INC. All designs and other information in the drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of AURUM CONSULTING ENGINEERS MONTEREY BAY, INC.
20-085.00

TYPE DESCRIPTION MANUFACTURERLAMPS

LIGHT FIXTURE SCHEDULE
FIXTURE NOTES:

1. ALL LED LIGHT FIXTURE DRIVERS SHALL BE ELECTRONIC TYPE, 10% TOTAL HARMONIC DISTORTION MAXIMUM.

2. ALL LED LIGHT MODULES SHALL BE ENERGY SAVING 3500° K, 80 CRI MINIMUM, U.O.N. (SEE SPECIFICATIONS FOR MORE INFORMATION).

3. ALL LED DRIVERS (AND ASSOC. FIXTS.) SHALL HAVE MANUFACTURER'S CERTIFICATION OF COMPLIANCE WITH

CALIFORNIA ENERGY COMMISSION STANDARDS AND REQUIREMENTS, WHERE SUCH ARE USED IN CONDITIONED SPACES.

4. EMERGENCY LIGHTS AND LIGHT FIXTURES WITH EMERGENCY BATTERY BACK-UP SHALL SUPPLY A MINIMUM DURATION OF 90 MINUTES OF POWER IN THE EVENT OF A POWER OUTAGE/FAILURE.

GENERAL CONSTRUCTION NOTES

1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. MATERIALS AND EQUIPMENT SHALL BE U.L. LISTED AND LABELED FOR THE APPLICATION.

2. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND INSPECTION FEES REQUIRED BY THIS CONTRACT WORK.

3. CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO BIDDING AND ALLOW FOR ALL FIELD CONDITIONS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ELECTRICAL WORK NOTED AND CALLED OUT ON ALL CONTRACT DOCUMENTS. THE CONTRACTOR SHALL OBTAIN INFORMATION AND BE FAMILIAR WITH ALL OTHER TRADES WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN OTHER TRADES ON PROJECT.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF PERSONS AND PROPERTY AND SHALL PROVIDE

INSURANCE COVERAGE AS NECESSARY FOR LIABILITY AND PERSONAL, PROPERTY DAMAGE, TO FULLY PROTECT THE OWNER, ARCHITECT AND ENGINEER FROM ANY AND ALL CLAIMS RESULTING FROM THIS WORK.

5. CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS AT THE PROJECT SITE INDICATING ALL MODIFICATIONS TO ELECTRICAL SYSTEMS. THE CONTRACTOR SHALL AT THE CONCLUSION OF THE PROJECT PROVIDE ACCURATE "AS-BUILT" DRAWINGS ACCEPTABLE TO THE ARCHITECT.

6. ALL MATERIALS PROVIDED TO THE PROJECT SHALL BE NEW. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL ALL INCIDENTAL MATERIALS REQUIRED FOR A COMPLETE INSTALLATION.

7. CONTRACTOR SHALL PROVIDE TO THE ARCHITECT A CONSTRUCTION SCHEDULE OF ELECTRICAL WORK. THE CONSTRUCTION SCHEDULE SHALL IDENTIFY ALL SIGNIFICANT MILESTONES WITH COMPLETION DATES.

8. CONTRACTOR SHALL PROVIDE ALL REQUIRED "CUTTING, PATCHING AND REPAIRS" NECESSARY TO RESTORE DAMAGED SURFACES TO EQUAL OR BETTER THAN ORIGINAL CONDITIONS EXISTING AT START OF WORK.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR PAINTING ALL EXPOSED CONDUITS AND ELECTRICAL EQUIPMENT.

REFER TO ARCHITECTS PAINTING SECTION FOR REQUIREMENTS.

10. ALL ELECTRICAL EQUIPMENT INSTALLED OUTDOORS SHALL BE WEATHERPROOF. EXTERIOR CONDUITS RUN INTO BUILDINGS SHALL BE INSTALLED WITH FLASHING, CAULKED AND SEALED. CONDUITS FOR EXTERIOR ELECTRICAL DEVICES SHALL BE RUN INSIDE BUILDING UNLESS OTHERWISE NOTED ON DRAWINGS.

11. ALL CONDUITS UNLESS OTHERWISE NOTED ON DRAWINGS SHALL HAVE AS A MINIMUM: TWO (2) #12s WITH ONE (1) #12 GROUND. "TICK" MARKS SHOWN ON CIRCUITRY ARE FOR ROUGH ESTIMATING ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WIRES AND WIRE SIZES REQUIRED BY LATEST CODE.

12. ALL BRANCH CIRCUITS SHALL HAVE INDIVIDUAL NEUTRALS. SHARED NEUTRALS ON MULTIWIRE CIRCUITS IS NOT ALLOWED.

13. ALL 120/277V LIGHT SWITCHES AND WALL OCCUPANT SENSORS SHALL HAVE A NEUTRAL INSTALLED TO THE DEVICE BOX EXCEPT WHERE A CONDUIT OR SURFACE RACEWAY SYSTEM IS INSTALLED.

14. COORDINATE ALL CONDUIT RUNS, ELECTRICAL EQUIPMENT AND PANELS WITH ALL OTHER WORK TO AVOID CONFLICTS.

15. SEE ARCHITECTURAL DOCUMENTS FOR EXACT PLACEMENT OF LIGHTING FIXTURES AND DEVICES. THE

ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF CEILING TYPES FROM ARCHITECTURAL DOCUMENTS AND PROVIDE AND INSTALL ALL REQUIRED FIXTURE MOUNTING HARDWARE.

PROVIDE AND INSTALL U.L. LISTED FIRE STOP ENCLOSURES FOR ALL RECESSED FIXTURES IN FIRE RATED CEILINGS.

16. CONTRACTOR SHALL PROVIDE IN EVERY NEW EMPTY CONDUIT A DRAW STRING FOR USE IN FUTURE CONSTRUCTION.

17. WHERE IT IS NOT POSSIBLE TO REUSE EXISTING CONDUIT OR RUN NEW CONCEALED CONDUIT USE NON-METALLIC SURFACE RACEWAY AND BOXES. ROUTING OF ALL NON-METALLIC RACEWAYS SHALL BE APPROVED BY THE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO ROUGH-IN.

18. EXTENSION RINGS OR RESET BOXES TO BE FLUSH WITH NEW WALL THICKNESS.

19. EXISTING WIRING SHOWN HAS BEEN TAKEN FROM OLD PLANS AND IS ASSUMED TO BE CORRECT. ELECTRICAL

CONTRACTOR SHALL FIELD VERIFY ACTUAL CONDITIONS AND MAKE ADJUSTMENTS TO SUIT ACTUAL CONDITIONS AND TO MEET THE INTENT OF THE CONTRACT DOCUMENTS.

20. ALL INSTALLATION OF EXPOSED SURFACE MOUNTED RACEWAY IN PUBLIC AREAS SHALL BE REVIEWED BY ELECTRICAL ENGINEER BEFORE ROUGH-IN. CONTRACTOR IS TO DETERMINE THE ACCESSIBILITY OF ATTIC, FURRED SPACE, HOLLOW MULLIONS, ETC. IN EACH AREA AND REVIEW WITH ENGINEER. IF SYSTEM CAN BE ROUTED CONCEALED EITHER BY FISHING OR ACCESSIBILITY, CONTRACTOR IS TO DO SO. IF INACCESSIBILITY

IS DETERMINED, CONTRACTOR SHALL INSTALL SURFACE MOUNTED RACEWAY IN THE MOST AESTHETICALLY PLEASING MEANS AS DETERMINED BY THE THE ENGINEER. NO ALLOWANCE FOR ADDITIONAL COMPENSATION DUE TO ROUTING AS DIRECTED BY THE ENGINEER WILL BE MADE.

SHEET INDEX
E0.1 SYMBOLS, ABBREVIATIONS, LIGHT FIXTURE SCHEDULE,

CODES, STANDARDS, & GENERAL CONSTRUCTION
NOTES.

E0.2 CALIFORNIA ENERGY COMPLIANCE TITLE 24
(INTERIOR).

E0.3 CALIFORNIA ENERGY COMPLIANCE TITLE 24
(EXTERIOR).

E1.0 PANELBOARD SCHEDULE, ELECTRICAL DEMOLITION,
POWER & LIGHTING PLANS.

E2.0 ELECTRICAL SPECIFICATIONS.

APPLICABLE CODES & STANDARDS
CODES:

1. 2019 CALIFORNIA ADMINISTRATIVE CODE C.C.R., TITLE 24, PART 1.

2. 2019 CALIFORNIA BUILDING CODE (CBC) C.C.R., TITLE 24, VOL. 1 & 2 BASED ON THE 2018 INTERNATIONAL BUILDING CODE (IBC) WITH CALIFORNIA AMENDMENTS.

3. 2019 CALIFORNIA ELECTRICAL CODE (CEC) C.C.R., TITLE 24, PART 3 BASED ON THE 2017 NATIONAL ELECTRICAL CODE (NEC) WITH CALIFORNIA AMENDMENTS.

4. 2019 CALIFORNIA MECHANICAL CODE (CMC) C.C.R., TITLE 24, PART 4 BASED ON THE 2018 UNIFORM MECHANICAL CODE (UMC) WITH CALIFORNIA AMENDMENTS.

5. 2019 CALIFORNIA PLUMBING CODE (CPC) C.C.R., TITLE 24, PART 5 BASED ON THE 2018 UNIFORM PLUMBING CODE (UPC) WITH CALIFORNIA AMENDMENTS.

6. 2019 CALIFORNIA ENERGY CODE C.C.R., TITLE 24, PART 6.

7. 2019 CALIFORNIA FIRE CODE (CFC) C.C.R., TITLE 24, PART 9 BASED ON THE 2018 INTERNATIONAL FIRE CODE (IFC) WITH CALIFORNIA AMENDMENTS.

8. 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE C.C.R., TITLE 24, PART 11.

9. 2019 CALIFORNIA REFERENCED STANDARDS CODE C.C.R., TITLE 24, PART 12.

10. TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.

11. NATIONAL FIRE ALARM CODE (NFPA 72) 2019.

12. CITY OF SALINAS ORDINANCES, CODES, AND REGULATIONS.

STANDARDS:

1. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

2. ELECTRONICS INDUSTRIES ASSOCIATION (EIA)

3. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE)

4. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

5. NATIONAL ELECTRICAL TESTING ASSOCIATION (NETA)

6. UNDERWRITER LABORATORIES (UL)

7. CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT STANDARDS (CAL/OSHA)

REMOTE ANNUNCIATORS

HORN ONLY

FIRE ALARM COMMUNICATOR

MANUAL PULL STATION

FIRE ALARM CONTROL PANEL

FIRE SYSTEM ANNUNCIATOR

FIRE ALARM TRANSPONDER

ELEVATOR STATUS/RECALL

OR TRANSMITTER

SMOKE DETECTOR

HEAT DETECTOR

STROBE ONLY

HORN/STROBE

MINI HORN

BELL (GONG)

FIRE SMOKE DAMPER

DUCT SMOKE DETECTOR
M
P

TAMPER SWITCH

FLOW SWITCH

POST INDICATING VALVE
FCP
FSA
FTR
ESR
FAC
ANN

END OF LINEEOL

AUXILIARY POWER SUPPLYAPS
S

HALF SWITCHED DUPLEX RECEPTACLE

INSTALLATION

RECEPTACLE - DUPLEX
#10
E
2 3

FLOOR MOUNTED DUPLEX RECEPTACLE
J

PANELBOARD - FLUSH MOUNTED

SIZE PER CODE, TAPE AND TAG WIRES

PANELBOARD - SURFACE MOUNTED

EQUIPMENT PANEL - SURFACE MOUNTED

EQUIPMENT PANEL - FLUSH MOUNTED

METER W/ CURRENT TRANSFORMER

INTERIOR SPEAKERS CEILING MOUNTED

TV OUTLET

VOICE/DATA OUTLET - FLOOR MOUNTED

JUNCTION BOX - CEILING OR WALL MOUNTED,

GFCI CONVENIENCE RECEPTACLE - DUPLEX

DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER -

FIELD VERIFY HEIGHT

POWER OUTLET - SEE PLANS FOR NEMA TYPE

RECEPTACLE DOUBLE DUPLEX

VOICE/DATA WALL OUTLET

WALL TELEPHONE OUTLET
CLOCK +8'-0" AFF U.O.N. VERIFY BEFORE

PER EQUIPMENT MFGRS NAMEPLATE DATA

FUSED DISCONNECT SWITCH ELEMENT FUSES SIZED

CONDUIT - UP

CONDUIT - DOWN

CONDUIT EMERGENCY SYSTEM

FLEX CONDUIT WITH CONNECTION

SURFACE METAL OR NON-METALLIC RACEWAY

CONDUIT - CONCEALED IN WALLS OR CEILING

CONDUIT - EXISTING

CONDUIT - BELOW SLAB OR
UNDERGROUND: 3/4"MIN.

GROUND ELECTRODE
NEMA 3R ENCLOSURE UNLESS OTHERWISE SPECIFIED

MAGNETIC STARTER - NEMA SIZE INDICATED

NON-FUSED DISCONNECT SWITCH

GROUND ROD WITH GROUNDWELL BOX

CIRCUIT BREAKER

NORMALLY CLOSED CONTACT

NORMALLY OPEN CONTACT

TRANSFORMER - SEE SINGLE LINE FOR SIZE

MOTOR CONNECTION
COMBINATION STARTER/FUSED DISCONNECT SWITCH;

CONDUIT CONTINUATION

DETAIL OR SECTION REFERENCE

SECURITY DOOR CONTACTS

CAPPED OR STUB-OUT CONDUIT

PULLBOX
SYMBOLS & ABBREVIATIONS SHOWN ARE FOR GENERAL USE. DISREGARD THOSE WHICH DO NOT APPEAR ON THE PLANS.

DETAIL NOTE REFERENCE SYMBOL
SEE ASSOCIATED NOTE ON SAME DETAIL2 1
E3.0

INTERIOR SPEAKERS WALL MOUNTED
M

LOW VOLTAGE WIRINGLV

INDICATES QUANTITY OF DATA OUTLETS

INDICATES QUANTITY OF TELEPHONE OUTLETS
1 2
F301 FEEDER DESIGNATION;

SEE ASSOCIATED NOTE ON SAME DETAIL
SHEET NOTE REFERENCE SYMBOL;

SEE ASSOCIATED NOTE ON SAME SHEET
SCHEDULE SYMBOL; SEE ASSOCIATED

NOTE ON SAME SHEET

SINGLE RECEPTACLE

DUPLEX RECEPTACLE - CEILING MOUNTED

HEIGHTHT

INTERCOM
PANEL

LIGHTING

KILOWATT

KILOVOLT

JUNCTION BOX

LIGHTING CONTROL
KVA
LCP
LTG
JB
KW
KV

KILOVOLT AMPERES

POWER POLE
FUSED DISCONNECT SWITCH; FUSED WITH

DUAL-ELEMENT FUSES SIZED PER EQUIPMENT

MFGR'S NAMEPLATE DATA

CCTV CAMERA

SECURITY MOTION DETECTOR
IC

INCANDESCENTINCAND

INTERMEDIATE IDF

FLOOR MOUNTED BOX

DETAIL NUMBER

SHEET NUMBER

DISTRIBUTION FRAME

ELECTRICAL SYMBOLS & ABBREVIATIONS
*
*
*
*
*
*
*
*
* *
+48" A.F.F. TO TOP OF BOX, U.O.N.
+15" A.F.F. TO BOTTOM OF BOX, U.O.N.
*

SECURITY SYSTEM KEYPAD
S
S
C
KP
SC
MD

GFCI CONVENIENCE DUPLEX RECEPTACLE

MOUNTED ABOVE COUNTER - FIELD VERIFY HEIGHT
J

PULL BOXPB

PA PUBLIC ADDRESS

CHLORIDE

POLYVINYL

REQUIRED
SHEET
SWITCH
PHASE
PANEL
PVC
PNL
REQD
SWBD
SHT
(R)
SW
PF
WITH
WATT
VOLT
UON
XFMR
W/
W
WP
V

TYP TYPICAL

MOUNTED

METAL HALIDE

THOUSAND

LOW VOLTAGE

CIRCULAR MILS

MAIN LUGS ONLY
NEW

NOT IN CONTRACT

ON CENTER

CONTRACT

NOT IN ELECTRICAL

MOUNTING

POWER FACTOR

SWITCHBOARD

UNLESS OTHERWISE NOTED

REQUIREMENT(S)

EXISTING TO BE REMOVED

TRANSFORMER

WEATHERPROOF
MTD
KCM
LV
MH
MLO
OC
NIEC
NIC
(N)
MTG

OVERHEADOH

REQMT'S

MECHANICALMECH

RECPT'S RECEPTACLES
(RP) REMOVABLE POLE

PWR POWER

UG UNDERGROUND

SINGLE LINE DIAGRAMSLD

OAH OVERALL HEIGHT

PASSIVE INFRAREDPIR
PH

PHOTOVOLTAICPV

TTB TELEPHONE TERMINAL

BACKBOARD

MAIN DISTRIBUTION FRAMEMDF

MAIN POINT OF ENTRANCEMPOE

SYSTEMS TERMINATION

CABINET
STC
FUTURE

GROUND FAULT
GROUND

INTERRUPTING
GFCI
(F)
AFF
A

ABOVE FINISHED FLOOR
AMPERE
GND, G
AWG
ARCH
BKR
CB
C.O.

CLG
CTR
CKT
DIM
DIST
CL
(E)
C
EQUIP
FIN
FACP
FA
FL
EMT
FLOOR

METALLIC TUBING

CONTROL PANEL

EQUIPMENT

FIRE ALARM
FINISH

FIRE ALARM

AMERICAN WIRE

CIRCUIT BREAKER

BREAKER
GAUGE

DISTRIBUTION

CIRCUIT

CENTER LINE

CEILING

CONDUIT ONLY
CENTER

DIMENSION

EXISTING

ELECTRICAL

CONDUIT

ARCHITECT GALVANIZED RIGIDGRS
STEEL

EM EMERGENCY

ALUM/AL

ALUMINUM

FLUOR FLUORESCENT

GENERAL CONTRACTORGC

CATV CABLE TV

CCTV CLOSED CIRCUIT TV

EC ELECTRICAL CONTRACTOR
GFI
(EL) EVENING LIGHT
NUMBER

NOT TO SCALENTS
NO.
(NL) NIGHT LIGHT

NOMINALNOM

ABBREVIATIONS

FIRE ALARM
NOTE: SEE FIRE ALARM DRAWINGS FOR QUANTITIES AND MOUNTING HEIGHTS.

D DIMMER

LETTER INDICATES DUPLEX HALF

CONTROLLED RECEPTACLE
HC
*

LETTER INDICATES DUPLEX FULLY

CONTROLLED RECEPTACLE
C
*

SINGLE POLE SWITCH

FOUR WAY SWITCH

THREE WAY SWITCH

LIGHTING DIMMER

KEY OPERATED SWITCH

SINGLE POLE SWITCH,
a = CIRCUIT CONTROLLED

MANUAL MOTOR STARTER
3 a
4 K
M

S WALL OCCUPANCY SENSOR

LIGHTING CONTROL OCCUPANCY SENSOR

CORNER MOUNTED
DOUBLE SWITCHED WALL OCCUPANCYS 2 SENSOR
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
S
S
S
S
S
S
S

DIMMER ROOM CONTROLLERDRC

DIGITAL DUAL TECHNOLOGY
WALL OCC. SENSORS S

DIGITAL MULTI SCENE

LIGHTING SWITCH
S

DIGITAL ON/OFF SWITCHS

S D DIGITAL DIMMER SWITCH
M#

PLUG LOAD CONTROLLER

ROOM LIGHTING CONTROLLER

LCP LIGHTING CONTROL PANEL

DIGITAL DAYLIGHT SENSORDL

DIGITAL DUAL TECHNOLOGY
OCC. SENSOR
* *
* *

SEE SCHEDULE

EMERGENCY LIGHT

TRACK LIGHTING - SEE SCHEDULE

LUMINAIRE - RECESSED - SEE SCHEDULE

EXIT LIGHT - DIRECTIONAL ARROWS AS

INDICATED - SEE SCHEDULE

LUMINAIRE - POLE OR POST MOUNTED -

BOLLARD OR PATH LIGHT - SEE SCHEDULE

STRIP FLUORESCENT OR LED LUMINAIRE -

LUMINAIRE - SURFACE MOUNTED -

LUMINAIRE - WALL MOUNTED SEE SCHEDULE

FLUORESCENT OR LED LUMINAIRE -

EMERGENCY OR NIGHT LIGHT

RECESSED WALL WASHER

SEE SCHEDULE
* *
* *

DIMMING DUAL TECHNOLOGY
* *
S
S 2

WALL SWITCH OCCUPANCY SENSOR
2-BUTTON DIMMING DUAL TECHNOLOGY

WALL SWITCH OCCUPANCY SENSOR
* *
CH

DOOR BELL PUSHBUTTON

DOOR CHIME WITH LED

FC FOOT CANDLE

FLA FULL LOAD AMPS

MINIMUMMCA

CIRCUIT AMPS

MAXIMUM OVERMOCP

CURRENT PROTECTION

CHIME/STROBE
RC
PC
**

WIRELESS ACCESS POINT (WAP) -

CEILING MOUNTED

WIRELESS ACCESS POINT (WAP) -

WALL MOUNTED - FIELD VERIFY HEIGHT

VOICE/DATA OUTLET MOUNTED ABOVE

COUNTER - FIELD VERIFY HEIGHT
[#]
[#]
[#] CONDUIT - HOME RUN TO PANEL, TERMINAL
CABINET, ETC. RUNS MARKED WITH
CROSSHATCHES INDICATE NUMBER OF #12
AWG WIRES WHEN MORE THAN TWO. SIZE

CONDUIT ACCORDING TO SPECIFICATIONS
AND APPLICABLE CODE. CROSS HATCHES

WITH NUMBER ADJACENT INDICATES WIRE
SIZE OTHER THAN #12 AWG.

NUMBER IN BRACKETS DENOTES NUMBER
OF CABLE DROPS WHEN MORE THAN (2).
[#]

SURFACE MOUNTED VOICE/DATA WALL OUTLET
*

SURFACE MOUNTED VOICE/DATA OUTLET

MOUNTED ABOVE COUNTER - FIELD VERIFY HEIGHT
[#]
[#]

VOICE/DATA OUTLET - CEILING MOUNTED
[#]

VOLTAGE DROPVD

EV ELECTRICAL VEHICLE
MAIN CIRCUIT BREAKER M.B.

CARBONCO MONOXIDE ALARM
E0.1

SYMBOLS,

ABBREVIATIONS, CODES,

STANDARDS & GENERAL

CONSTRUCTION NOTES
MS11FL SERIES

KENALL LIGHTING
LED
20W12"SQ x 4" DEEP SURFACE MOUNT LED FIXTURE, HIGH

IMPACT RESISTANT INJECTION MOLDED

POLYCARBONATE LENS, IMPACT RESISTANT HOUSING,
FINISH PER ARCHITECT, 120/277V.
3500°K .A
MS11EL SERIES

KENALL LIGHTING
LED
20W12"SQ x 4" DEEP SURFACE MOUNT LED FIXTURE, HIGH

IMPACT RESISTANT INJECTION MOLDED

POLYCARBONATE LENS, IMPACT RESISTANT HOUSING,

FINISH PER ARCHITECT, PHOTO CONTROL SHIELDED
BUTTON, 120/277V.
3500°K .

XA
MS11FL SERIES

KENALL LIGHTING
LED
20WSAME AS FIXTURE TYPE "A" EXCEPT WITH EMERGENCY
BATTERY BACK UP.
3500°K .

AE
SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

PLOT DATE:

PRINT DATE:

4.6.2020
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.:

CADD
E.O.B.
60 Garden Court Suite 210 Monterey, CA 93940
T.831.646.3330 F.831.646.3336 www.acemb.com
Project No.

ONTEREY

NGINEERS

ONSULTING
E
M

CALIFORNIA
ENERGY

COMPLIANCE
TITLE 24
(INTERIOR)

SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

PLOT DATE:

PRINT DATE:

4.6.2020
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.:

CADD
E.O.B.
60 Garden Court Suite 210 Monterey, CA 93940
T.831.646.3330 F.831.646.3336 www.acemb.com
Project No.

ONTEREY

NGINEERS

ONSULTING
E
M

CALIFORNIA
ENERGY
COMPLIANCE .

TITLE 24
(EXTERIOR)

SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

PLOT DATE:

PRINT DATE:

4.6.2020
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.:

CADD
E.O.B.
60 Garden Court Suite 210 Monterey, CA 93940
T.831.646.3330 F.831.646.3336 www.acemb.com
Project No.

ONTEREY

NGINEERS

ONSULTING
E
M

PANELBOARD
SCHED., ELECT.

DEMO, POWER &

LIGHTING PLANS

GENERAL DEMOLITION NOTES
A. CONTRACTOR SHALL FIELD VERIFY EXTENT OF ELECTRICAL DEMOLITION AND QUANTITIES OF ELECTRICAL TO BE REMOVED AS DICTATED BY THE REQUIREMENTS OF THE PROJECT.

B. REMOVAL SHALL INCLUDE WIRING, RACEWAY, BOXES, SWITCHES, LIGHT FIXTURES, ETC. AS INDICATED ON THE PLANS AND AS REQUIRED BY THESE DEMOLITION NOTES.

C. RACEWAYS ASSOCIATED WITH ELECTRICAL BEING DEMOLISHED WHICH ARE CONCEALED IN EXISTING REMAINING WALLS MAY BE ABANDONED IN PLACE. REMOVE WIRING FROM CONDUIT.

D. RACEWAYS ASSOCIATED WITH ELECTRICAL BEING DEMOLISHED WHICH ARE EXPOSED SHALL BE REMOVED.

E. WHERE REMOVAL OF EQUIPMENT OR WIRING IS INDICATED, IT SHALL INCLUDE ALL ASSOCIATED WIRING BACK TO LAST ACTIVE REMAINING OUTLET, DEVICE, FIXTURE OR PANEL.

F. ELECTRICAL CONTRACTOR SHALL INSURE THAT ALL REMAINING ACTIVE CIRCUITS, DEVICES, OUTLETS, LIGHT FIXTURES, ETC. HAVE NOT BEEN DISCONNECTED OR MADE INOPERATIVE DURING DEMOLITION. ELECTRICAL CONTRACTOR SHALL RESTORE ALL INTERRUPTED OR DISCONNECTED CIRCUITS TO OPERATION.

G. ELECTRICAL CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL REMOVED ELECTRICAL EQUIPMENT AND MATERIAL.

H. NO REMOVED EQUIPMENT OR MATERIAL SHALL BE REUSED AS PART OF NEW WORK, U.O.N.

I. EXISTING REMAINING CONCEALED RACEWAYS MAY BE REUSED FOR NEW WORK PROVIDED THEY MEET ALL REQUIREMENTS OF THE SPECIFICATION FOR NEW WORK.

J. EXISTING FLUSH OUTLETS MAY BE REUSED FOR NEW WORK PROVIDED THEY MEET ALL

REQUIREMENTS OF THE SPECIFICATION FOR NEW WORK, MEET THE REQUIREMENTS OF THE CURRENT C.E.C. FOR VOLUME AND COINCIDE WITH LOCATION SHOWN FOR THE NEW WORK.

K. FLUSH OUTLET BOXES IN EXISTING WALLS TO REMAIN MAY BE ABANDONED IN PLACE. REMOVE DEVICES AND WIRING, PLUG OPENING AND PROVIDE AND INSTALL A BLANK DEVICE PLATE.

L. EXISTING WIRING SHOWN HAS BEEN TAKEN FROM OLD PLANS AND IS ASSUMED TO BE CORRECT. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ACTUAL CONDITIONS AND MAKE

ADJUSTMENTS TO SUIT ACTUAL CONDITIONS AND TO MEET THE INTENT OF THE CONTRACT DOCUMENTS.

M. COORDINATE WITH OWNER PRIOR TO START OF DEMOLITION TO MINIMIZE POWER INTERRUPTIONS, WORK MAY HAVE TO OCCUR DURING NON-REGULAR BUSINESS HOURS.

COORDINATE IN WRITING WITH OWNER ONE WEEK PRIOR TO PLANNED POWER INTERRUPTIONS.

GENERAL DETAIL NOTES:

A. DEMOLISH ALL DASHED ELECTRICAL DEVICES PER
GENERAL DEMOLITION NOTES ON THIS SHEET.

B. PRESERVE AND PROTECT EXISTING CONDUITS AND

RACEWAY TO BE RE-USED TO PULL NEW CIRCUITS IF
IN GOOD CONDITION. FIELD VERIFY.

Voltage: 120/208V,1ø Bussing: 100A
Wire: 3W (E) SUB PANEL SP Feed: BOTTOM
Type: NEMA 1 Mounting: SURFACE
Mains: M.L.O. A.I.C. SERIES RATED
Load AB Bkr Ck ab Ck Bkr AB Load
MEN'S HAND DRYER 20/1 1 2 20/1 LIGHTING
WOMEN'S HAND DRYER 20/1 3 4 20/1 PLUGS
EXISTING LOAD 20/1 5 6 20/1 IRRIGATION CONTROLS
SPACE ONLY - 7 8 - SPACE ONLY
SPACE ONLY - 9 10 - SPACE ONLY
SPACE ONLY - 11 12 - SPACE ONLY

PANELBOARD SCHEDULE SHEET NOTES

1. EXISTING TO REMAIN

2. PROVIDE AND INSTALL NEW DEDICATED 20A CIRCUIT FOR NEW HAND DRYER. RE-USE EXISTING CONDUITS AND PATHWAYS WHERE POSSIBLE. PAINT EXPOSED CONDUIT AND RACEWAY PER ARCHITECTURAL FINISH SCHEDULES.

3. RECONNECT NEW LIGHT FIXTURES TO EXISTING LIGHTING CIRCUIT BREAKER. RE-USE EXISTING CONDUITS AND PATHWAYS WHERE POSSIBLE. PAINT EXPOSED CONDUIT AND RACEWAY PER ARCHITECTURAL FINISH SCHEDULES.

4. CONNECT NEW EMERGENCY BATTERY CIRCUIT TO NEAREST UNSWITCHED HOT. RE-USE EXISTING CONDUITS AND PATHWAYS WHERE POSSIBLE. PAINT EXPOSED CONDUIT AND RACEWAY PER ARCHITECTURAL FINISH SCHEDULES.

5. RECONNECT NEW RECEPTACLES TO EXISTING RECEPTACLE CIRCUIT BREAKER. RE-USE EXISTING CONDUITS AND PATHWAYS WHERE POSSIBLE. PAINT EXPOSED CONDUIT AND RACEWAY PER ARCHITECTURAL FINISH SCHEDULES.

6. CIRCUIT NEW LIGHT FIXTURES VIA EXISTING TIME CLOCK IF NOT ALREADY EXISTING CONDITION; FIELD VERIFY.

7. REUSE EXISTING BLOCKING MOUNTING FOR NEW FIXTURES IF IN GOOD CONDITION; PROVIDE AND INSTALL NEW BLOCKING MOUNTING TO MATCH EXISTING IF NEEDED. FIELD VERIFY.

8. PROVIDE AND INSTALL HEAVY DUTY, VANDAL RESISTANT, LOCKABLE, WEATHERPROOF IN-USE COVER.

CIRCUIT LENGTH
20/120

BRANCH CIRCUIT CONDUCTOR SIZING TABLE

CIRCUIT
56'-90'
20/120 91'-140'

REQUIREMENT
NOTE:

CONTRACTOR SHALL SIZE BRANCH CIRCUIT CONDUCTORS PER THE

TABLE ABOVE AS DETERMINED BY THE CIRCUIT CONDUCTOR LENGTH, U.O.N. CONTRACTOR SHALL SPLICE TO #12 AWG WITHIN TERMINATION BOX FOR DEVICE CONNECTION IF NECESSARY.

AMPACITY/VOLTAGE
12" C., 2 #10 & 1 #10 GND.
12" C., 2 #8 & 1 #10 GND.

SCALE: 1/4"=1'-0"
4' 0' 1' 2' 3' 4'
NORTH
1 ELECTRICAL DEMOLITION PLAN
SCALE: 1/4"=1'-0"
4' 0' 1' 2' 3' 4'
NORTH
2 POWER & LIGHTING PLAN

SEWER SEWER
WATER
IRR.

IRR.

J
J

IRRIGATION CONTROLLER
SUB PANEL "SP"
PANEL "DP1"SS S
WP

TIME CLOCK

ELECTRICAL MAIN
SWITCHBOARD "MSB"

SEWER SEWER
WATER
IRR.

IRR.

J
J
(E) IRRIGATION CONTROLLER
(E) SUB PANEL "SP"
(E) PANEL "DP1"
(E) TIME CLOCK
(E) ELECTRICAL MAIN
SWITCHBOARD "MSB"
XA
XA
XA
XA
XA
AE
A
A
A
AAA
AE
SS S
WP
TYP.

TYP.

AE
SP-1
SP-3
TYP.

SHEET NAME:

SET ISSUED:

JOB NO.:
2340 GARDEN ROAD, SUITE 100
MONTEREY, CALIFORNIA 93940
PHONE: 831.649.4642
FAX: 831.649.3530
WWW.WRDARCH.COM
SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

PLOT DATE:

PRINT DATE:

4.6.2020
20031

NATIVIDAD CREEK PARK

RESTROOM REMODEL

CITY OF SALINAS

PUBLIC WORKS DEPARTMENT
200 LINCOLN AVE
SALINAS, CA A.P.N.:

CADD
E.O.B.
60 Garden Court Suite 210 Monterey, CA 93940
T.831.646.3330 F.831.646.3336 www.acemb.com
Project No.

ONTEREY

NGINEERS

ONSULTING
E
M

ELECTRICAL

SPECIFICATIONS
SECTION 26 05 73

GENERAL ELECTRICAL REQUIREMENTS
PART 1 - GENERAL

1.01 Description of Work:

A. Furnish and install all required in-place equipment, conduits, conductors, cables and any miscellaneous materials for the satisfactory interconnection and operation of all associated electrical systems.

1.02 Submittals:

A. As specified in Division 1. Submit to the Architect shop drawings, manufacturer's data and certificates for equipment, materials and finish, and pertinent details for each system specified.

Information to be submitted includes manufacturer's descriptive literature of cataloged products, equipment, drawings, diagrams, performance and characteristic curves as applicable, test data and catalog cuts. Obtain written approval before procurement, fabrication, or delivery of the items to the job site.

B. Proposed substitutions of products will not be reviewed or approved prior to awarding of the Contract.

C. Substitutions shall be proven to the Architect or Engineer to be equal or superior to the specified product. Architect's decision is final. The Contractor shall pay all costs incurred by the Architect and Engineer in reviewing and processing any proposed substitutions whether or not a proposed substitution is accepted.

D. If a proposed substitution is rejected, the contractor shall furnish the specified product at no increase in contract price.

E. If a proposed substitution is accepted, the contractor shall be completely responsible for all dimensional changes, electrical changes, or changes to other work which are a result of the substitution. The accepted substitution shall be made at no additional cost to the owner or design consultants.

1.03 Quality Assurance:

A. Codes: All electrical equipment and materials, including installation and testing, shall conform to the latest editions of the following applicable codes:

1. California Electrical Code (CEC).

2. Occupational Safety and Health Act (OSHA) standards.

3. All applicable local codes, rules and regulations.

4. Electrical Contractor shall posses a C-10 license and all other licenses as may be required.

Licenses shall be in effect at start of this contract and be maintained throughout the duration of this contract.

B. Variances: In instances where two or more codes are at variance, the most restrictive requirement shall apply.

C. Standards: Equipment shall conform to applicable standards of American National Standards Institute (ANSI), Electronics Industries Association (EIA), Institute of Electrical and Electronics Engineers (IEEE), and National Electrical Manufacturers Association (NEMA).

D. Underwriter Laboratories (UL) listing is required for all equipment and materials where such listing is offered by the Underwriters Laboratories. Provide service entrance labels for all equipment required by the NEC to have such labels.

E. The electrical contractor shall guarantee all work and materials installed under this contract for a period of one (1) year from date of acceptance by owner.

F. All work and materials covered by this specification shall be subject to inspection at any and all times by representatives of the owner. Work shall not be closed in or covered before inspection and approval by the owner or his representative. Any material found not conforming with these specifications shall, within 3 days after being notified by the owner, be removed from premises; if said material has been installed, entire expense of removing and replacing same, including any cutting and patching that may be necessary, shall be borne by the contractor.

1.04 Contract Documents:

A. Drawings: The Electrical Drawings shall govern the general layout of the completed construction.

1. Locations of equipment, panels, pullboxes, conduits, stub-ups, ground connections are approximate unless dimensioned; verify locations with the Architect prior to installation.

2. The general arrangement and location of existing conduits, piping, apparatus, etc., is approximate. The drawings and specifications are for the assistance and guidance of the contractor, exact locations, distances and elevations are governed by actual field conditions.

Accuracy of data given herein and on the drawings is not guaranteed. Minor changes may be necessary to accommodate work. The contractor is responsible for verifying existing conditions.

Should it be necessary to deviate from the design due to interference with existing conditions or work in progress, claims for additional compensation shall be limited to those for work required by unforeseen conditions as determined by the Architect.

3. All drawings and divisions of these specifications shall be considered as whole. The contractor shall report any apparent discrepancies to the Architect prior to submitting bids.

4. The contractor shall be held responsible to have examined the site and compared it with the specifications and plans and to have satisfied himself as to the conditions under which the work is to be performed. He shall be held responsible for knowledge of all existing conditions whether or not accurately described. No subsequent allowance shall be made for any extra expense due to failure to make such examination.

1.05 Closeout Submittals:

A. Manuals: Furnish manuals for equipment where manuals are specified in the equipment specifications or are specified in Division 1.

1.06 Coordination:

A. Coordinate the electrical work with the other trades, code authorities, utilities and the Architect.

B. Utility Company charges shall be paid by the Owner.

C. Contractor shall pay all inspection and other applicable fees and procure all permits necessary for the completion of this work.

D. Where connections must be made to existing installations, properly schedule all the required work, including the power shutdown periods.

E. When two trades join together in an area, make certain that no electrical work is omitted.

1.07 Job Conditions:

A. Operations: Perform all work in compliance with Division 1

1. Keep the number and duration of power shutdown periods to a minimum.

2. Show all proposed shutdowns and their expected duration on the construction schedule.

Schedule and carry out shutdowns so as to cause the least disruption to operation of the Owner's facilities.

3. Carry out shutdown only after the schedule has been approved, in writing, by the owner. Submit power interruption schedule 15 days prior to date of interruption.

B. Construction Power: Unless otherwise noted in Division 1 of these specifications, contractor shall make all arrangements and provide all necessary facilities for temporary construction power from the owner's on site source. Energy costs shall be paid for by the Owner.

1.08 Safety and Indemnity:

A. The Contractor is solely and completely responsible for conditions of the job site including safety of all persons and property during performance of the work. This requirement will apply continually and not be limited to normal working hours. The contractor shall provide and maintain throughout the work site proper safeguards including, but not limited to, enclosures, barriers, warning signs, lights, etc. to prevent accidental injury to people or damage to property.

B. The Contractor performing work under this Division of the Specifications shall hold harmless, indemnify, and defend the Owner, the Engineer, their consultants, and each of their officers, agents and employees from any and all liability claims, losses, or damage arising out of or alleged to arise from bodily injury, sickness, or death of a person or persons and for all damages arising out of injury to or destruction of property arising directly or indirectly out of or in connection with the performance of the work under this Division of the Specifications, and from the Contractor's negligence in the performance of the work described in the construction contract documents, but not including liability that may be due to the sole negligence of the Owner, the Engineer, their Consultants or their officers, agents and employees.

C. If a work area is encountered that contains hazardous materials, the contractor is advised to coordinate with the owner and it's abatement consultant for abatement of hazardous material by the Owner's Representative. "Hazardous materials" means any toxic substance regulated or controlled by OSHA, EPA, State of California or local rules, regulations and laws. Nothing herein shall be construed to create a liability for Aurum Consulting Engineers regarding hazardous materials abatement measures, or discovery of hazardous materials.

1.09 All boxes and enclosures for emergency circuits shall be permanently marked with a readily visible
red spray painted mark.

PART 2 - PRODUCTS

2.01 Nameplates:

A. Identify each piece of equipment and related controls with a rigid laminated engraved plastic nameplate. Unless otherwise noted, nameplates shall be melamine plastic 0.125 inch thick, white with black center core. Surface shall be matte finish. Corners shall be square. Accurately align lettering and engrave into the core. Minimum size of nameplates shall be 0.5 by 2.5 inches unless otherwise noted. Where not otherwise specified, lettering shall be a minimum of 0.25 inch high normal block style. Engrave nameplates with the inscriptions indicated on the Drawings and, if not so indicated, with the equipment name. Securely fasten nameplates in place using two stainless steel or brass screws.

2.02 Finish requirements:

A. Equipment: Refer to each electrical equipment section of these Specifications for painting requirements of equipment enclosures. Repair any final paint finish which has been damaged or is otherwise unsatisfactory, to the satisfaction of the Architect.

B. Wiring System: In finished areas, paint all exposed conduits, boxes and fittings to match the color of the surface to which they are affixed.

PART 3 - EXECUTION

3.01 Workmanship:

A. All electrical equipment and materials shall be installed in a neat and workmanship manner in accordance with the "NECA-1 Standard Practices For Good Workmanship in Electrical Contracting". Workmanship of the entire job shall be first class in every respect.

3.02 Equipment Installations:

A. Provide the required inserts, bolts and anchors, and securely attach all equipment and materials to their supports.

B. Do all the cutting and patching necessary for the proper installation work and repair any damage done.

C. Earthquake restraints: all electrical equipment, including conduits over 2 inches in diameter, shall be braced or anchored to resist a horizontal force acting in any direction as per CBC Section 1616A Title 24, part 2 and ASCE7-10, section 13.3 and 13.6 and table 13.6-1.

D. Structural work: All core drilling, bolt anchor insertion, or cutting of existing structural concrete shall be approved by a California registered structural consulting engineer prior to the execution of any construction. At all floor slabs and structural concrete walls to be drilled, cut or bolt anchors inserted, the contractor shall find and mark all reinforcing in both faces located by means of x-ray, pach-ometer, or prof-ometer. Submit sketch showing location of rebar and proposed cuts, cores, or bolt anchor locations for approval.

3.03 Field Test:

A. Perform equipment field tests and adjustments. Properly calibrate, adjust and operationally check all circuits and components, and demonstrate as ready for service.

B. Operational Tests: Operationally test all circuits to demonstrate that the circuits and equipment have been properly installed and adjusted and are ready for full-time service. Demonstrate the proper functioning of circuits in all modes of operation, including alarm conditions.

3.04 Records:

A. Maintain one copy of the contract Drawing Sheets on the site of the work for recording the "as built" condition. After completion of the work, the Contractor shall carefully mark the work as actually constructed, revising, deleting and adding to the Drawing Sheets as required. As built Drawings shall be delivered to the Architect within ten (10) days of completion of construction.

3.05 Clean Up:

A. Upon completion of electrical work, remove all surplus materials, rubbish, and debris that accumulated during the construction work. Leave the entire area neat, clean, and acceptable to the Architect.

3.06 Mechanical and Plumbing Electrical Work:

A. The requirements for electrical power and/or devices for all mechanical and plumbing equipment supplied and/or installed under this Contract shall be coordinated and verified with the following:

1. Mechanical and Plumbing Drawings.

2. Mechanical and Plumbing sections of these Specifications.

3. Manufacturers of the Mechanical and Plumbing equipment supplied.

B. The coordination and verification shall include the voltage, ampacity, phase, location and type of disconnect, control, and connection required. Any changes that are required as a result of this coordination and verification shall be a part of this Contract.

C. The Electrical Contractor shall furnish and install the following for all mechanical and plumbing equipment:

1. Line voltage conduit and wiring.

2. Disconnect switches.

3. Manual line motor starters.

D. Automatic line voltage controls and magnetic starters shall be furnished by the Mechanical and/or Plumbing Contractor and installed and connected by the Electrical Contractor. When subcontracted for by the Mechanical and/or Plumbing Contractor, all line voltage control wiring installed by the Electrical Contractor shall be done per directions from the Mechanical and/or Plumbing Contractor.

E. All low voltage control wiring for Mechanical and Plumbing equipment shall be installed in conduit. Furnishing, installation and connection of all low voltage conduit, boxes, wiring and controls shall be by the Mechanical and/or Plumbing Contractor.

F. Manual motor starters, where required, shall have toggle type operators with pilot light and melting alloy type overload relays, SQUARE D COMPANY, Class 2510, Type FG-1P (surface) or Type FS-1P (flush) or ITE, WESTINGHOUSE or GENERAL ELECTRIC equal.

SECTION 26 05 26

GROUNDING
PART 1 - EXECUTION

1.1 Grounding and Bonding:

A. Grounding and bonding shall be as required by codes and local authorities.

B. All electrical equipment shall be grounded, including, but not limited to, panel boards, terminal cabinets and outlet boxes.

C. The ground pole of receptacles shall be connected to their outlet boxes by means of a copper ground wire connecting to a screw in the back of the box.

D. A green insulated copper ground wire, sized to comply with codes, shall be installed in all conduit runs.

E. All metal parts of pull boxes shall be grounded per code requirements.

F. All ground conductors shall be green insulated copper.

SECTION 26 05 42

CONDUITS, RACEWAYS AND FITTINGS
PART 1 - EXECUTION

1.01 Conduit, Raceway and Fitting Installation:

A. For conduit runs exposed to weather provide rigid metal (GRS).

B. For conduit run underground, in concrete or masonry block wall and under concrete slabs, install minimum ¾" size nonmetallic (PVC) with PVC elbows. Where conduits transition from underground or under slab to above grade install wrapped rigid metal (GRS) elbows and risers.

C. For conduit runs concealed in steel or wood framed walls or in ceiling spaces or exposed in interior spaces above six feet over the finished floor, install EMT.

D. Flexible metal conduit shall be used only for the connection of recessed lighting fixtures and motor connections unless otherwise noted on the Drawings. Liquid-tight steel flexible conduit shall be used for motor connections.

E. The minimum size raceway shall be 1/2-inch unless indicted otherwise on the Drawings.

F. Installation shall comply with the CEC.

G. From pull point to pull point, the sum of the angles of all of the bends and offset shall not exceed 360 degrees.

H. Conduit Supports: Properly support all conduits as required by the NEC. Run all conduits concealed except where otherwise shown on the drawings.

1. Exposed Conduits: Support exposed conduits within three feet of any equipment or device and at intervals not exceeding NEC requirements; wherever possible, group conduits together and support on common supports. Support exposed conduits fastened to the surface of the concrete structure by one-hole clamps, or with channels. Use conduit spacers with one-hole clamps. a. Conduits attached to walls or columns shall be as unobtrusive as possible and shall avoid windows.

Run all exposed conduits parallel or at right angles to building lines. b. Group exposed conduits together. Arrange such conduits uniformly and neatly.

2. Support all conduits within three feet of any junction box, coupling, bend or fixture.

3. Support conduit risers in shafts with Unistrut Superstrut, or approved equal, channels and straps.

I. Moisture Seals: Provide in accordance with NEC paragraphs 230-8 and 300-5(g).

J. Where PVC conduit transitions from underground to above grade, provide rigid steel 90's with risers. Rigid steel shall be half-lap wrapped with 20 mil tape and extend minimum 12" above grade.

K. Provide a nylon pull cord in each empty raceway.

L. Provide galvanized rigid steel factory fittings for galvanized rigid steel conduit.

M. Slope all underground raceways to provide drainage; for example, slope conduit from equipment located inside a building to the pull box or manhole located outside the building.

N. Conduits shall be blown out and swabbed prior to pulling wires.

SECTION 26 05 16

LINE VOLTAGE WIRE AND CABLE
PART 1 - PRODUCTS

1.01 Conductors:

A. Conductors shall be copper, type THHN/THWN/MTW oil and gasoline resistant, 90°C, 600 volt rated insulation.

B. Conductors shall be stranded copper.

C. Minimum power and control wire size shall be No. 12 AWG unless otherwise noted.

D. All conductors used on this Project shall be of the same type and conductor material.

1.02 Terminations:

A. Manufacturer - Terminals as manufactured by T&B, Burndy or equal.

B. Wire Terminations - Stranded conductors shall be terminated in clamping type terminations which serve to contain all the strands of the conductor. Curling of a stranded conductor around a screw type terminal is not allowed. For screw type terminations, use a fork type stake-on termination on the stranded conductor. Use only a stake-on tool approved for the fork terminals selected.

C. End Seals - Heat shrink plastic caps of proper size for the wire on which used.

1.03 Tape:

A. Tape used for terminations and cable marking shall be compatible with the insulation and jacket of the cable and shall be of plastic material.

PART 2 - EXECUTION

2.01 Cable Installation:

A. Clean Raceways - Clean all raceways prior to installation of cables as specified in Section 26 05 42 - Conduits Raceway and Fittings.

B. All wiring including low voltage wiring shall be installed in conduit, U.O.N.

C. All feeder conductors shall be continuous from equipment to equipment. Splices in feeders are not permitted unless specifically noted or approved by the Electrical Engineer.

D. All branch circuit wiring shall be run concealed in ceiling spaces, walls, below floors or in crawl spaces unless noted otherwise.

2.02 Cable Terminations and Splices:

A. Splices - UL Listed wirenuts.

B. Terminations - Shall comply with the following:

1. Make up and form cable and orient terminals to minimize cable strain and stress on device being terminated on.

2. Burnish oxide from conductor prior to inserting in oxide breaking compound filled terminal.

2.03 Circuit and Conductor Identification:

A. Color Coding - Provide color coding for all circuit conductors. Insulation color shall be white for neutrals and green for grounding conductors. Conductor colors shall be as follows:

VOLTAGE 208/120V
Phase A Black
Phase B Red
Phase C Blue
Neutral White
Ground Green
B. Color coding shall be in the conductor insulation for all conductors #10 AWG and smaller; for larger conductors, color shall be either in the insulation or in colored plastic tape applied at every location where the conductor is readily accessible.

C. Circuit Identification - All underground distribution and service circuits shall be provided with plastic identification tags in each secondary box and at each termination. Tags shall identify the source transformer of the circuit and the building number(s) serviced by the circuit.

2.04 Field Tests:

A. All systems shall test free from short circuits and grounds, shall be free from mechanical and electrical defects, and shall show an insulation resistance between phase conductors and ground of not less than the requirements of the CEC. All circuits shall be tested for proper neutral connections.

SECTION 26 05 33

OUTLET, JUNCTION AND PULL BOXES
PART 1 - PRODUCTS

1.01 Outlet boxes, Junction and Pull boxes
A. Standard Outlet Boxes: Galvanized, steel, knock-out type of size and configuration best suited to the application indicated on the Drawings. Minimum box size shall be 4 inches square (octagon for most light fixtures) by 1-1/2 inches deep with mud rings as required. Boxes used with conduit 1" or larger shall be minimum 2" deep.

B. Switch boxes: Minimum box size shall be 4 inches square by 1-1/2 inches deep with mud rings as required. Install multiple switches in standard gang boxes with raised device covers suitable for the application indicated.

C. Conduit bodies: Cadmium plated, cast iron alloy. Conduit bodies with threaded conduit hubs and neoprene gasketed, cast iron covers. Bodies shall be used to facilitate pulling of conductors or to make changes in conduit direction only. Splices are not permitted in conduit bodies. Crouse-Hinds Form 8 Condulets, Appleton Form 35 Unilets or equal.

D. Sheet Metal Boxes: Use standard outlet or concrete ring boxes wherever possible; otherwise use a minimum 16 gauge galvanized sheet metal, NEMA I box sized to Code requirements with covers secured by cadmium plated machine screws located six inches on centers. Circle AW Products, Hoffman Engineering Company or equal.

E. Flush Mounted Pull boxes and Junction boxes: Provide overlapping covers with flush head cover retaining screws, prime coated.

PART 2 - EXECUTION

2.01 Outlet Boxes
A. General:

1. All outlet boxes shall finish flush with building walls, ceilings and floors except in mechanical and electrical rooms above accessible ceiling or where exposed work is called for on the Drawings.

2. Install raised device covers (plaster rings) on all switch and receptacle outlet boxes installed in masonry or stud walls or in furred, suspended or exposed concrete ceilings. Covers shall be of a depth to suit the wall or ceiling finish.

3. Leave no unused openings in any box. Install close-up plugs as required to seal openings.

B. Box Layout:

1. Outlet boxes shall be installed at the locations and elevations shown on the drawings or specified herein. Make adjustments to locations as required by structural conditions and to suit coordination requirements of other trades.

2. Locate switch outlet boxes on the latch side of doorways.

3. Outlet boxes shall not be installed back to back nor shall through-wall boxes be permitted.

Outlet boxes on opposite sides of a common wall shall be separated horizontally by at least one stud or vertical structural member.

4. For outlets mounted above counters, benches or backsplashes, coordinate location and mounting heights with built-in units. Adjust mounting height to agree with required location for equipment served.

5. On fire rated walls, the total face area of the outlet boxes shall not exceed 100 square inches per 100 square feet of wall area.

C. Supports:

1. Outlet Boxes installed in metal stud walls shall be equipped with brackets designed for attaching directly to the studs or shall be mounted on specified box supports.

2. Fixture outlet boxes installed in suspended ceiling of gypsum board or lath and plaster construction shall be mounted to 16 gauge metal channel bars attached to main ceiling runners.

3. Fixture outlet boxes installed in suspended ceilings supporting acoustical tiles or panels shall be supported directly from the structure above where pendant mounted lighting fixture are to be installed on the box.

4. Fixture Boxes above tile ceilings having exposed suspension systems shall be supported directly from the structure above.

5. Outlet and / or junction boxes shall not be supported by grid or fixture hanger wires at any locations.

2.02 Junction And Pull Boxes
A. General:

1. Install junction or pull boxes where required to limit bends in conduit runs to not more than 360 degrees or where pulling tension achieved would exceed the maximum allowable for the cable to be installed. Note that these boxes are not shown on the Drawings.

2. Locate pull boxes and junction boxes in concealed locations above accessible ceilings or exposed in electrical rooms, utility rooms or storage areas.

3. Install raised covers (plaster rings) on boxes in stud walls or in furred, suspended or exposed concrete ceilings. Covers shall be of a depth to suit the wall or ceiling finish.

4. Leave no unused openings in any box. Install close-up plugs as required to seal openings.

5. Identify circuit numbers and panel on cover of junction box with black marker pen.

B. Box Layouts:

1. Boxes above hung ceilings having concealed suspension systems shall be located adjacent to openings for removable recessed lighting fixtures.

C. Supports:

1. Boxes installed in metal stud walls shall be equipped with brackets designed for attaching directly to the studs or shall be mounted on specified box supports.

2. Boxes installed in suspended ceilings of gypsum board or lath and plaster construction shall be mounted to 16 gauge metal channel bars attached to main ceiling runners.

3. Boxes installed in suspended ceilings supporting acoustical tiles or panels shall be supported directly from the structure above.

4. Boxes mounted above suspended acoustical tile ceilings having exposed suspension systems shall be supported directly from the structure above.

SECTION 26 27 26

DEVICES WIRING
PART 1 - PRODUCTS

1.01 Receptacles:

A. General - Receptacles shall be heavy duty, high abuse, grounding type.

B. Duplex Receptacles:

1. Receptacles shall be specification grade, rated 20 ampere, two-pole, 3-wire, 120 volt, NEMA 5-20 configuration, self-grounding with screw terminals. Color shall be as selected by the Architect.

2. Devices shall have a nylon face, back and side wired.

3. Manufacturer: Hubbell #DR20 Series, Leviton #16352 Series.

C. GFCI Receptacles:

1. Device shall be rated 20 ampere, 2-pole, 3-wire, 120 volt, conforming to NEMA 5-20 configuration. Face shall be nylon composition. Unit shall have an LED type red indicator light, test and reset push buttons. Color shall be as selected by the Architect.

2. GFCI component shall meet UL 943 Class A standards with a tripping time of 1/40 second at 5 milliamperes current unbalance. Operating range shall extend from -31°F to 158°F. Unit shall have transient voltage protection and shall be ceramic encapsulated for protection against moisture.

3. Manufacturer: Hubbell #GF20_ _LA Series, Leviton #7899 Series.

1.02 Switches:

A. Switches shall be rated 20 amperes to 120/277 volts ac. Units shall be flush mounted, self-grounding, quiet operating toggle devices. Handle color shall be as selected by the Architect.

1. Manufacturer: Hubbell #HBL1221 Series, Leviton #1221 Series B. Timed switches: Shall be as designed by Paragon Electric Company # ET2000f or Watt Stopper TS-400 rated for the voltage specified on drawings. Time out shall be adjustable from 5 minutes up to 12 hours. Unit shall be provided with warning alarm.

1.03 Plates:

A. General - Plates shall be of the style and color to match the wiring devices, and of the required number of gangs. Plates shall conform with NEMA WD 1 , UL 514 and FS W-P-455A. Plates on finished walls shall be non-metallic or stainless steel. Plates on unfinished walls and on fittings shall be of zinc plated steel or case metal and shall have rounded corners and beveled edges.

B. Non-Metallic: Plates shall be plain with beveled edges and shall be nylon or reinforced fiberglass.

C. Stainless Steel: Plates shall be .040 inches thick with beveled edges and shall be manufactured from No. 430 alloy having a brushed or satin finish.

D. Cast Metal: Plates shall be cast or malleable iron covers with gaskets so as to be moisture resistant or weatherproof.

E. Blank Plates: Cover plates for future telephone outlets shall match adjacent device wall plates in appearance and construction.

PART 2 - EXECUTION

2.01 Installation of Wiring Devices:

A. Interior Locations: In finished walls, install each device in a flush mounted box with washers as required to bring the device mounting strap level with the surface of the finished wall. On unfinished walls, surface mount boxes level and plumb.

B. Mounting Heights: Adjust boxes so that the front edge of the box shall not be farther back from the finished wall plane than 1/4-inch. Adjust boxes so that they do not project beyond the finished wall. Height of device shall be as follows:

1. Receptacles 15 Inches from finished floor to bottom of box unless otherwise noted on the drawings

2. Toggle Switches 48 Inches from finished floor to top of box C. Receptacles:

1. Ground each receptacle using a grounding conductor, not a yoke or screw contact.

2. Install receptacles with connections spliced to the branch circuit wiring in such a way that removal of the receptacle will not disrupt neutral continuity and branch circuit power will not be lost to other receptacles in the same circuit.

2.02 Installation of Wall Plates:

A. General - Plates shall match the style of the device and shall be plumb within 1/16-inch of the vertical or horizontal.

B. Interior Locations, Finished Walls: Install non-metallic plates so that all four edges are in continuous contact with the finished wall surfaces. Plaster filling will not be permitted. Do not use oversized plates or sectional plates.

C. Interior Locations, Unfinished Walls: Install stainless steel or cast metal cover plates.

D. Exterior Locations: Install cast metal plates with gaskets on wiring devices in such a manner as to provide a rain tight weatherproof installation. Cover type shall match box type. Cover shall be [Lockable] outdoor extra-duty "in-use" type.

E. Future Locations: Install blank cover plates on all unused outlets.

F. Labeling: All switch and receptacle plates shall be labeled on the top portion of the plate with the panelboard and circuit number serving that device. Lettering shall be 116" minimum high, black
color, on clear Mylar tape.

2.03 Tests:

A. Receptacles:

1. After installation of receptacles, energize circuits and test each receptacle to detect lack of ground continuity, reversed polarity, and open neutral condition.

SECTION 26 51 00

LIGHTING
PART 1 - PRODUCTS

1.01 Fixtures
A. Fixtures shall be of the types, wattage's and voltages shown on the Drawings and be UL classified and labeled for the intended use.

B. Substitutions will not be considered unless the photometric distribution curve indicates the proposed fixture is equal to or exceeds the specified luminaire.

C. Luminaire wire, and the current carrying capacity thereof shall be in accordance with the CEC.

D. Luminaires and lighting equipment shall be delivered to the project site complete, with suspension accessories, aircraft cable, stems, canopies, hickeys, castings, sockets, holders, ballasts, diffusers, frames, and related items, including support and braces.

1.02 LED Power Supplies / Drivers:

A. Power Supplies and Drivers shall be of the types shown on the drawings. Drivers shall be CBM certified and bear the UL label. Drivers shall be the high power factor type and have a 10% maximum total harmonic distortion.

B. All Drivers for fixtures installed outdoors shall provide reliable operation at 0°F at 90% of the nominal line voltage.

C. Drivers shall be Sound Rated A+ or will be rejected and shall be replaced at no expense to the Owner.

1.03 Light Sources:

A. All LED sources shall be new at the time of acceptance; been fabricated within 12 months before installation per the date code on the module; and shall be CREE, General Electric, Osram /Sylvania, Phillips, or approved equal.

B. Unless otherwise noted on the drawings, Light Engines shall have the highest available efficacy, 3500°K, and 85 CRI minimum.

PART 2 - EXECUTION

2.01 Installation:

A. General:

1. All fixtures and luminaires shall be clean and light engines shall be operable at the time of acceptance.

2. Install luminaires in accordance with manufacturer's instructions, complete with power supply/driver, light source and controls, ready for operation as indicated.

3. Align, mount, and level the luminaires uniformly.

4. Avoid interference with and provide clearance for equipment. Where an indicated position conflicts with equipment locations, change the location of the luminaire by the minimum distance necessary.

B. Mounting and Supports:

1. Mounting heights shall be as shown on the Drawings. Unless otherwise shown, mounting height shall be measured to the centerline of the outlet box for wall mounted fixtures and to the bottom of the fixture for suspended fixtures and to the bottom of the fixture for all other types.

2. Luminaire supports shall be anchored to structural members.

3. Pendant stem mounted luminaires shall be provided with ball aligners to assure a plumb installation and shall have a minimum 45 degree clean swing from horizontal in all directions.

Sway bracing shall be installed as required to limit the movement of the fixture. Fixtures shall be allowed to sway a maximum of 45º without striking any object.

4. Fixture supports shall be designed to resist earthquake forces of UBC Seismic Area.

City of Salinas
Bid Results for Project Natividad Creek Park Restroom Rehabilitation Project Issued on 12/16/2022
Bid Due on January 17, 2023 2:00 PM (PST)
Exported on 01/17/2023
Line Totals (Unit Price * Quantity)
Item
Num Section Item
Code Description Unit of
Measure Quantity City adjusted
Cost Estimate
Aiden's Quality
Painting % HA
Construction % Stellar BG Inc % Precision Estimating
Services - Estimate
1S e c t i o n 11 Building Permit Fee EA 1 6,646.89$ $0.00 -100% $10,000.00 50% $1,674.00 -75% 4,333.45$ 2S e c t i o n 12 Demolition and Structure Moving (Division 02 40 00) LS 1 14,536.44$ $0.00 -100% $12,000.00 -17% $23,825.00 64% 12,223.00$ 3S e c t i o n 13 Concrete Division (Division 03 00 00) LS 1 3,813.44$ $0.00 -100% $15,000.00 293% $6,448.00 69% 1,500.00$ 4S e c t i o n 14 Masonry Division (Division 04 00 00) LS 1 3,321.44$ $0.00 -100% $4,000.00 20% $6,905.00 108% 1,008.00$ 5S e c t i o n 15 Wood, Plastic, & Composites (Division 06 00 00) LS 1 6,453.44$ $0.00 -100% $2,000.00 -69% $5,239.00 -19% 4,140.00$ 6S e c t i o n 16 Roofing & Side Panels (Division 07 40 00) LS 1 8,613.44$ $0.00 -100% $17,000.00 97% $13,651.00 58% 6,300.00$ 7S e c t i o n 17 Doors & Frames (Division 08 10 00) LS 1 8,583.44$ $0.00 -100% $4,000.00 -53% $13,113.00 53% 6,270.00$ 8S e c t i o n 18 Skylights (Division 08 60 00) LS 1 8,633.44$ $0.00 -100% $4,000.00 -54% $9,548.00 11% 6,320.00$ 9S e c t i o n 19 Painting & Coating (Division 08 60 00) LS 1 16,454.44$ $18,360.00 12% $3,000.00 -82% $8,215.00 -50% 14,141.00$ 10 Section 11 0 Specialties (Division 10 00 00) LS 1 11,873.44$ $0.00 -100% $2,000.00 -83% $38,819.00 227% 9,560.00$ 11 Section 11 1 Plumbing (Division 22 00 00) LS 1 42,313.44$ $0.00 -100% $10,000.00 -76% $55,645.00 32% 40,000.00$ 12 Section 11 2 Electrical (Division 26 00 00) LS 1 12,137.44$ $0.00 -100% $6,000.00 -51% $24,634.00 103% 9,824.00$ 13 Section 11 3 Earthwork & Grading (Division 31 20 00) LS 1 9,927.44$ $0.00 -100% $4,000.00 -60% $12,955.00 30% 7,614.00$ 14 Section 11 4 Flexible Paving (Division 32 12 00) LS 1 19,473.44$ $0.00 -100% $17,000.00 -13% $34,443.00 77% 6,864.00 $ 15 Section 11 5 Rigid Paving (Division 32 13 00) LS 1 10,423.44$ $0.00 -100% $15,000.00 44% $27,125.00 160% 8,110.00$ 16 Section 11 6 Paving Specialties (Division 32 17 00) LS 1 7,137.44$ $0.00 -100% $4,000.00 -44% $8,192.00 15% 2,412.00$ 17 Section 11 7 Work Area Perimeter Fencing LS 1 5,313.44$ $0.00 -100% $4,000.00 -25% $2,175.00 -59% 3,000.00$ 18 Section 11 8 Site Bicycle Racks LS 1 3,913.44$ $0.00 -100% $7,000.00 79% $1,782.00 -54% 1,600.00$ 199,569.45$ $18,360.00 $140,000.00 $294,388.00 136,286.00$ Total Direct Costs
General Requirements 17,792.00$
Insurance & Bonding 3,407.00$
Contractor fee (OH&P) 20,443.00$
$94,818.55 48% $177,928.00 Construction
Cost Subtotal
Design Contingency 14,175.00$ 8%
Construction Contigency 7,117.00$ 4% 199,220.00$
TOTAL

PROJECT
BUDGET
BID
BID
City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#23-209, Version: 1
Agreement with One Workplace for Purchase and Installation of Workspace Improvements for the Permit Services Division at 65 W. Alisal Street
Approve a Resolution authorizing the City Manager to execute an agreement with One Workplace in an amount not to exceed $38,935 which includes a 10% contingency for the purchase and installation of workspace improvements for the inspector’s room located at 65 W. Alisal Street at the Permit Center.

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CITY OF SALINAS

COUNCIL STAFF REPORT

DATE: APRIL 4, 2023
DEPARTMENT: COMMUNITY DEVELOPMENT DEPARTMENT
FROM: MEGAN HUNTER, DIRECTOR
BY: MELISSA GUILFOYLE, ADMINISTRATIVE ANALYST I
TITLE: AGREEMENT WITH ONE WORKPLACE FOR PURCHASE AND

INSTALLATION OF WORKSPACE IMPROVEMENTS FOR THE
PERMIT SERVICES DIVISION AT 65 W. ALISAL STREET

RECOMMENDED MOTION:

A motion to approve a Resolution authorizing the City Manager to execute an agreement with One Workplace in an amount not to exceed $38,935 which includes a 10% contingency for the purchase and installation of workspace improvements for the inspectors’ room located at 65 W .

Alisal Street at the Permit Center.

EXECUTIVE SUMMARY:

After finally filling three vacant b uilding inspector positions, the Community Development Department’s Permit Services Division re-evaluated the current workspace designated for the inspectors. The current workspace needs modifications and improvements to comfortably fit four full-time inspectors as well as consultants and interns that will occupy the space on a part -time basis. The upgrades will include 6 new worksurfaces, bookcases, and mo veable furniture to allow the space to also serve as a small meeting room. The quote for the workspace improvement project (Project) with One Workplace is $35,396.04. However, a 10% contingency is also being included to allow for unforeseen cost escalations such as installation modifications or shipping increases.

BACKGROUND:

Over the past two years, the Permit Center has seen a significant increase in building permit s, requiring additional staffing. This year the Permit Services Division finally filled all three of the full-time vacant inspector positions. This has created a need for an improved workspace s to accommodate all of the inspectors. The current workspaces in the room are very cramped due to outdated and oversized furniture . The furniture is difficult to move and not easily adjusted for ergonomic needs. It is difficu lt for the four full -time inspectors (and occasionally outsid e consultants) to share the space and work efficiently throughout the day.

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DISCUSSION:

Over the last couple of years, the Community Development Department (CDD) has worked with Peninsula Business Interiors (PBI) to help design, purchase, and install workplace improvements to accommodate a growing staff and provide safer spaces for employees due to the COVID -19 pandemic. Ultimately, PBI was acquired by One Workplace, but largely retained the same staff.

To ensure continuity, the City worked with One Workplace to complete improvements to the Permit Center public counter and to add workstations on the 2 nd floor in 2021 and 2022. One Workplace also developed plans and specifications for the inspectors’ room that will include lightweight and moveable furniture. The plans will allow for the room to be a small meeting room and allow the Community Development Department to use the room in a variety of ways in the future.

One Workplace utilized Sorcewell to provide a quote for the modifications to the workspace.

Sourcewell is a cooperative purchasing platform that offers cooperative contracts to participating public agencies. Sourcewell follows the competitive contracting law process to solicit, evaluate, and award cooperative purchasing contracts for goods and services. By using Sourcewell , the City of Salinas can procure a quote that has been pre -vetted for competitive solicitatio n. One Workplace uses Sourcwel l for cooperative contracts with several local state agencies including the City of Salinas, the County of Monterey, and the County of Santa Cruz . By using the Sourcewell cooperative purchase the city has procured a competitive quote . This is consistent with the City’s procurement policies.

The quote for the purchase and installation of workspace improvements is $35,396.04. It is recommended that a 10% contingency is added for an amount not to exceed $38,935. This will provide some fl exibility for unforeseen cost escalations so that staff does not have to return to City Council for approval for a minimal increase.

CEQA CONSIDERATION:

The City of Salinas has determined that the proposed action is not a project as defined by the California Environmental Quality Act (CEQA).

STRATEGIC PLAN INITIATIVE:

This staff report and recommendations align with the strategic plan initiative of Effective and Culturally Responsive Government. By updating the furniture and improving the workspace in the inspector’s room, employee wellness will be improved with the ergonomic desks and chairs that will be included in the upgrade.

DEPARTMENTAL COORDINATION:

Permit Services and CDD administration worked together to determine space and operational needs for the room.

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FISCAL AND SUSTAINABILITY IMPACT:

The cost of the Project will be $35,396.04. However, a 10% contingency will be included resulting in a not to exceed amount of $38,935. The monies to pay for this expense will come from the Enterprise Fund. The General Fund will not be impacted. One Workplace provided the City of Salinas a quote using Sourcewell , a cooperative purchasing platform . One Workplace was the only vendor to submit a bid on Sourcewell for this project.

The monies for the Project will come from shifting unspent expenditures in the following line items in the Permit Services Division FY 22/23 Budget. No additional appropriation is required.

 “Capital Outlays Furniture” G/L account 6900.30.3350-66.5200  “Outside Services Other Outside Service” G/L account 6900.30.3350-63.6010  “Supplies & Materials Special Dept Supplies ” G/L account 6900.30.3350 -

62.8000

ATTACHMENTS:

Resolution Authorizing the Execution of an Agreement with One Workplace One Workplace Quote (Q698716)
1 RESOLUTION NO. (N.C.S.)

A RESOLUTION UTHORIZING THE CITY MANAGER TO EXECUTE AN

AGREEMENT WITH ONE WORKPLACE FOR PURCHASE AND

INSTALLATION OF WORKSPACE IMPROVEMENTS FOR THE PERMIT
SERVICES DIVISION AT 65 W. ALISAL STREET

WHEREAS, over the past two years, the Permit Center has seen a significant increase in building permits, requiring additional staffing; and

WHEREAS, in January 2023, the Community Development Department’s Permit Services Division was finally able to fill all three full-time building inspector positions; and

WHEREAS, the Permit Services Division now has four full -time building inspectors and part -time consultants who all work out of the same room , which is cramped with outdated workstations and bulky furniture that is difficult to move to create meeting space when needed; and

WHEREAS, over the last couple of years, the Community Development Department (CDD) has worked with Peninsula Business Int eriors (PBI), now One Workplace, to help design, purchase, and install workplace improvements to accommodate a growing staff and provide safer spaces for employees due to the COVID-19 pandemic; and

WHEREAS, CDD and One Workplace worked together to design a functional room with 6 new worksurfaces, bookcases, and moveable furniture to allow the space to also serve as a small meeting room; and

WHEREAS, One Workplace utilized Sorcewell , a cooperative purchasing platform that offers cooperative contracts to participating public agencies, to provide a quote for the modifications to the workspace; and

WHEREAS, Sourcewell follows the competitive contracting law process to solicit, evaluate, and award cooperative purchasing contracts for goods and services and by using Sourcewell, the City of Salinas has procured a competitive quote consistent with procurement policies; and

WHEREAS, the quote for the purchase and installation of workspace improvements is $35,396.04, but it is recommended that a 10% contingency is added to the agreement for an amount not to exceed amount of $38,935 to provide some flexibility for unforeseen cost escalations; and

WHEREAS, funding for this Agreement will com e from the existing Permit Services Division FY 22/23 Budget by shifting funding from unspent line items; and

WHEREAS, the proposed workspace improvements will align with the City Council’s strategic plan initiative of Effective and Culturally Responsive Government.

2 NOW, THEREFORE, BE IT RESOLVED that pursuant to Salinas Municipal Code section 12 -27, the Salinas City Council authorizes and directs the City Manager to execute an Agreement with One Workplace, in an amou nt not to exceed $38,935 for the purchase and installation of workspace improvements to the inspector room located at 65 W. Alisal in the Permit Center.

PASSED AND APPROVED this 4th day of April, 2023, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

APPROVED:

Kimbley Craig, Mayor

ATTEST:

Patricia M. Barajas, City Clerk

City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#23-214, Version: 1
Organic Materials Direct Service Provider Agreement between the City of Salinas, Atlas Organics and the Member Agencies of the Salinas Valley Solid Waste Authority Approve a Resolution to approve an organic materials direct service provider agreement between the member agencies of the Salinas Valley Solid Waste Authority, City of Salinas and Atlas Organics.

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CITY OF SALINAS

COUNCIL STAFF REPORT

DATE: APRIL 4, 2023
DEPARTMENT: PUBLIC WORKS
FROM: DAVID JACOBS, PUBLIC WORKS DIRECTOR

BY: ADAM SPAULDING, ENVIRONMENTAL RESOURCE PLANNER

TITLE: ORGANIC MATERIALS DIRECT SERVICE PROVIDER

AGREEMENT BETWEEN THE CITY OF SALINAS, ATLAS

ORGANICS AND THE MEMBER AGENCIES OF THE SALINAS

VALLEY SOLID WASTE AUTHORITY

RECOMMENDED MOTION:

A motion to approve a resolution to approve an organic materials direct service provider agreement between the member agencies of the Salinas Valley Solid Waste Authority, City of Salinas and Atlas Organics.

EXECUTIVE SUMMARY:

In an effort to support the development of organic material recovery and processing facilities throughout the State, a provision in SB 1383 requires that each jurisdiction be responsible for procuring organic material from these vendors ( proportionate to its population ). To ensure compliance each jurisdic tion must provide CalRecycle with a signed Direct Service Provider Agreement with an organic processor for the purchase of these mandated materials or for the associated credits which can be allocated to the jurisdiction.

Over the next three years the City of Salinas will be responsible for achieving 100% compliance with its procurement target. In 2023 however the City is only responsible for 30% of its procurement allocation, representing either 3,844.8 tons of mulch or 2,229.98 tons of compost.

The City, through Salinas Valley Solid Waste Authority secured a SB 1383 Implementation Support Grant that will cover the associated fees for compliance with the 30% threshold in 2023 with no impact or additional revenue required.

BACKGROUND:

Last year the State, acknowledging that since SB 1383 is an unfunded state mandate, passed AB 1985 which allowed each jurisdiction up to three-years to fully phase-in organic procurement compliance (30% in 2023, 65% in 2024, and 100% in 2025).

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CalRecycle rightfully understood that there would be financial challenges facing jurisdictions in their efforts to comply with SB 1383 implementation, (including organic material procurement purchasing) and established a grant to support SB 1383 adoption. The City, through the Salinas Valley Solid Waste Authority secured grant funding in part to offset these initial procurement costs. In 2023, with the adoption of AB 1985, the City of Salinas is only responsible for procuring 30% of its overall target which can be achieved through the purchase/allocation of either 3,844.8 tons of mulch or 2,229.98 tons of compost.

The Salinas Valley Solid Waste Authority has worked with Atlas Organics (the organics processor at Johnson Canyon Landfill) to secure reduced pricing for its member agencies at a rate of $8 per cubic yard of mulch or $12.50 per cubic yard of compost.

2023 Procurement Target of 30%

Procurement Target 30% Totals
Member Agency
Mulch (Tons)
Compost (Tons)
Salinas 3,844.80 2,229.98
Soledad 586.80 340.34
King City 359.40 208.45
Gonzales 203.70 118.15
Greenfield 441.60 256.13
County (SVR area)
819.90

475.54

DISCUSSION:

Current grant funding will cover the organic material procurement costs for 2023. However, since procurement targets are being phased -in : 30% for 2023 and 65% for 2024 and 100% in 2025, the allocated funding for procurement will not sustain the City for full compliance in 2024 or for any years beyond. The City will need to identify either alternative uses for current funding or establish measures in future solid waste rate adjustments to ensure the ability to comply with th e organic material procurement component of SB 1383.

Beginning in 2025, the City will need to budget for the annual costs at the 100% procurement target (i.e. 7,433 tons compost), Those annual procurement costs are currently estimated at approximately $185,825 (this number only includes the purchase of material, or associated credit but does not include any costs for transportation or labor that would be need ed if the City would want to utilize the material for City programs). The City additionally has the ability to explore alternative direct Page | 3

service provider agreements where better rates may be available, or to explore alternative energy procurement that is derived from organics recovery (all of which can be utilized to comply with the procurement target established in SB 1383).

CEQA CONSIDERATION:

Not a Project. The City of Salinas has determined that the proposed action is not a project as defined by the California Environmental Quality Act (CEQA) per Guidelines Section 15378.

STRATEGIC PLAN INITIATIVE:

Compliance with SB 1383 and its associated organic material procurement target supports the reduction of greenhouse gas emissions. This effort further supports the City of Salinas 2022-2025 Strategic Plan Goals and Strategies including Infrastructure and Environmental Sustainability.

DEPARTMENT COORDINATION:

This agenda item will be coordinated primarily by the Department of Public Works, but future consideration or continuation of this initial Service Agreement (ending in December of 2023) will also involve communication and discussions with both the Legal and Finance Departments.

FISCAL AND SUSTAINABILITY IMPACT:

There is no direct impact to the City for FY 23-24, as grant funding will offset any fees or charges the City will incur.

ATTACHMENTS:

1. Resolution

2. Agreement between the City of Salinas, Atlas Organics and the Salinas Valley Solid Waste Authority

RESOLUTION NO. (N.C.S.)

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SALINAS TO

APPROVE AN ORGANIC MATERIALS DIRECT SERVICE PROVIDER

AGREEMENT BETWEEN THE CITY OF SALINAS, ATLAS ORGANICS AND THE

MEMBER AGENCIES OF THE SALINAS VALLEY SOLID WASTE AUTHORITY

WHEREAS, The passage of Senate Bill 1383 created the need for jurisdictions throughout the State to increase waste diversion, specifically organic waste material away from landfills to reduce greenhouse gas emissions throughout the State; and

WHEREAS, SB 1383 included additional provisions requiring jurisdictions to procure organic material from designated processors to support the creation and sustainability of such enterprises; and

WHEREAS, CalRecycle administered a one-time grant program meant to provide aid in the implementation of regulations adopted by CalRecycle; and

WHEREAS, The City, in partnership with Salinas Valley Solid Waste Authority initially submitted and was later awarded an SB 1383 Local Assistance Grant to assist the City in the implementation of regulation requirements associated with SB 1383, including organic material procurement costs; and

WHEREAS, The City of Salinas is entering into a contract with Atlas Organics to be the City’s direct service provider of Organic Materials in compliance with SB 1383; and

WHEREAS, The contract will remain into effect until December 31, 2023. The term of the Agreement may be extended by mutual agreement of the parties for three (3) optional, one (1) year extensions; and

NOW, THEREFORE, BE IT RESOLVED the City Council of the City of Salinas approves the Organic Materials Direct Service Provider Agreement between the City of Salinas, Atlas Organics and the member agencies of the Salinas Valley Solid Waste Authority.

PASSED AND APPROVED this 4th day of April 2023, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

APPROVED:

________________________
Kimbley Craig, Mayor

ATTEST:

_________________________
Patricia M. Barajas, City Clerk

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Salinas City CouncilApril 4, 2023

Salinas City Council
April 4, 2023