City Council
AGENDA
Tuesday, October 17, 2023, 5:30 p.m.
Council Chambers, 990 Palm Street, San Luis Obispo
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Council Meetings are held in a hybrid format, which means participation is allowed both in-person and virtually through teleconference. Below are instructions to participate via Zoom or by telephone. For a complete list of ways to view/participate in meetings, review the Participation Guide. Contact the City Clerk's Office with questions by emailing [email protected] or call (805) 781-7114.
REGULAR MEETING BEGINS AT 5:30 PM
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•
CLOSED SESSION MEETING BEGINS AT 4:30 PM
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Telephone: Call 1-669-444-9171 and enter the Meeting’s ID 810 7653 1566 to join by telephone audio only. Press star nine (*9) to “raise your hand” to indicate you would like to speak. You will be notified when you’ve been unmuted and it’s your turn to speak. Comments are limited to 3-minutes.
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Pages
1. CLOSED SESSION: STARTS AT 4:30 PM
1.a CALL TO ORDER
Mayor Erica A. Stewart will call the Closed Session Meeting of the San Luis Obispo City Council to order in the Council Hearing Room at City Hall, 990 Palm Street, San Luis Obispo.
1.b PUBLIC COMMENT FOR CLOSED SESSION ITEMS ONLY
Public comment will only be accepted for Closed Session items.
1.c CONFERENCE WITH REAL PROPERTY NEGOTIATORS
Pursuant to Government Code §54956.8
Property:
APN 002-482-027
Agency Negotiators:
Derek Johnson, Christine Dietrick, Greg Hermann, Markie Kersten, Whitney McDonald, Matt Horn, Brian Nelson, Shelsie Moore, Noah Maidrand
Negotiating Parties:
Three Damn Fools LLC, DBA CoastRiders PowerSports; Gary White, Managing Member
Under Negotiation:
Price and terms of payment
Property:
APN 002-482-017
Agency Negotiators:
Derek Johnson, Christine Dietrick, Greg Hermann, Markie Kersten, Whitney McDonald, Matt Horn, Brian Nelson, Shelsie Moore, Noah Maidrand
Negotiating Parties:
Madonna Properties II, LLC, a California Limited Liability Company Under Negotiation:
Price and terms of payment
Property:
APN 002-482-024
Agency Negotiators:
Derek Johnson, Christine Dietrick, Greg Hermann, Markie Kersten, Whitney McDonald, Matt Horn, Brian Nelson, Shelsie Moore, Noah Maidrand
Negotiating Parties:
James P. & Frances J. Jones Family PTP, a California PTP Under Negotiation:
Price and terms of payment
Property:
APN 002-482-002
Agency Negotiators:
Derek Johnson, Christine Dietrick, Greg Hermann, Markie Kersten, Whitney McDonald, Matt Horn, Brian Nelson, Shelsie Moore, Noah Maidrand
Negotiating Parties:
Pearce Madonna Partnership, a California Limited Partnership Under Negotiation:
Price and terms of payment
Property:
APN 004-511-001
Agency Negotiators:
Derek Johnson, Christine Dietrick, Greg Hermann, Markie Kersten, Whitney McDonald, Matt Horn, Brian Nelson, Shelsie Moore, Noah Maidrand
Negotiating Parties:
Madonna Properties LLC
Under Negotiation:
Price and terms of payment
1.d CONFERENCE WITH REAL PROPERTY NEGOTIATORS
Pursuant to Government Code §54956.8
Property:
APN 002-436-022
Agency Negotiators:
Derek Johnson, J. Christine Dietrick, Rebecca Bernstorff, Gaven Hussey, Greg Hermann, Emily Jackson, Matt Horn, Lee Johnson, Timmi Tway, Whitney McDonald
Negotiating Parties:
1166 Higuera Street LLC
Under Negotiation:
Price and terms of payment
1.e ADJOURNMENT
The City Council will hold a Regular Meeting on October 17, 2023 at 5:30 p.m. in the Council Chambers at City Hall, 990 Palm Street, San Luis Obispo.
2. CALL TO ORDER
Mayor Erica A. Stewart will call the Regular Meeting of the San Luis Obispo City Council to order.
3. PLEDGE OF ALLEGIANCE
Council Member Andy Pease will lead the Council in the Pledge of Allegiance.
4. PRESENTATIONS
4.a INTRODUCTION - CAL POLY ASSOCIATED STUDENTS
INCORPORATED BOARD
Mayor Stewart will introduce the Cal Poly Associate Students Incorporated (ASI) Board.
4.b CAL POLY HOUSING UPDATE & WATER PLAN PRESENTATION 13 The City Council will receive an update from Cal Poly representatives on the Cal Poly Housing Update and Water Plan.
4.c ARBOR DAY PROCLAMATION
Mayor Stewart will present a proclamation declaring November 4, 2023 as "Arbor Day".
4.d CITY MANAGER REPORT
Receive a brief report from City Manager Derek Johnson.
5. PUBLIC COMMENT PERIOD FOR ITEMS NOT ON THE AGENDA
Not to exceed 15 minutes. The Council welcomes your input. State law does not allow the Council to discuss or take action on issues not on the agenda, except that members of the Council or staff may briefly respond to statements made or questions posed by persons exercising their public testimony rights (Gov. Code sec. 54954.2). Staff may be asked to follow up on such items.
6. CONSENT AGENDA
Not to exceed 15 minutes. Matters appearing on the Consent Calendar are expected to be non-controversial and will be acted upon at one time. A member of the public may request the Council to pull an item for discussion. Pulled items shall be heard at the close of the Consent Agenda unless a majority of the Council chooses another time. The public may comment on any and all items on the Consent Agenda within the three-minute time limit.
Recommendation:
To approve Consent Calendar Items 6a to 6g.
6.a WAIVE READING IN FULL OF ALL RESOLUTIONS AND
ORDINANCES
Recommendation:
Waive reading of all resolutions and ordinances as appropriate.
6.b MINUTES REVIEW - SEPTEMBER 26, 2023 AND OCTOBER 3, 2023
COUNCIL MINUTES
43 Recommendation:
Approve the following minutes of the City Council:
• September 26, 2023 - Special Closed Session
• October 3, 2023 - Regular Meeting
6.c AUTHORIZATION TO ADVERTISE MITCHELL PARK
REVITALIZATION PROJECT, SPECIFICATION NO. 2000188
51 Recommendation:
Approve the project plans and specifications for Mitchell Park Revitalization Project, Specification Number 2000188; and
1. 2. Authorize staff to advertise for bids; and
Adopt a Draft Resolution entitled, “A Resolution of the City Council of the City San Luis Obispo, California, authorizing use of Parkland-In-Lieu (Quimby) Funds to support Mitchell Park Revitalization Project, Specification No. 2000188” and
appropriate an additional $50,000 from the Quimby Fund to the project account; and
3. Authorize the City Manager to award the Construction Contract pursuant to Section 3.24.190 of the Municipal Code for the bid total, if the lowest responsible bid is within the publicly disclosed funding amount of $211,000.
4. 6.d AUTHORIZATION TO ADVERTISE WASH WATER TANK NO. 1 REHABILITATION, SPECIFICATION NO. 2000034-03
121
Recommendation:
Approve the project plans and specifications for the Wash Water Tank No. 1 Rehabilitation, Specification Number
2000034-03; and
1. 2. Authorize staff to advertise for bids; and
Authorize the City Manager to award the Construction Contract for the bid total if the lowest responsive bid is within the Engineer’s Estimate of $622,973; and
3. Appropriate $215,000 from Water Fund Unreserved Working Capital; and
4. Authorize the City Engineer to approve Contract Change Orders up to the available project budget; and
5. Adopt a Draft Resolution entitled, “A Resolution of the City Council of the City of San Luis Obispo, California, authorizing use of the Water Fund Unreserved Working Capital Fund to support the Wash Water Tank No. 1 Rehabilitation,
Specification Number 2000034-03.”
6. 6.e AUTHORIZE RIGHT-OF-WAY ACQUISITION OF 50 HIGUERA
STREET FROM CALTRANS FOR THE HIGUERA STREET WIDENING
(BRIDGE TO ELKS) PROJECT, SPECIFICATION NO. 2091294
215
Recommendation:
Adopt a Draft Resolution entitled, “A Resolution of the City Council of the City of San Luis Obispo, California, affirming the transfer of Easements from the State of California Department of Transportation to support construction of the Higuera Street Widening (Bridge to Elks) Project, Specification No. 2091294.”
6.f AUTHORIZATION TO ADVERTISE ON-CALL SERVICES REQUEST FOR QUALIFICATIONS – VARIOUS PROFESSIONAL SERVICES
227
Recommendation:
Authorize the advertisement of Requests for Qualifications (RFQ) to establish on-call consultant agreements for the following professional services, in a form approved by the City Engineer and City Attorney: Architectural Design, Civil Engineering Design, Construction Management, Environmental Services, Land Surveying, Landscape Architecture, Mechanical Engineering, Right of Way Acquisition, Soils and Materials Testing, Structural Engineering Design, Transportation
Engineering Services, Travel Demand Modeling, Civil Design - Water + Wastewater Specialty (New Service Category),
Electrical Engineering (New Service Category), Public Capital Project Management (New Service Category), Urban Design (New Service Category), Energy Services (New Service
Category)
1. Authorize the City Manager to execute on-call agreements with selected consulting firms; and
2. Authorize the City Engineer to amend or extend on-call agreements for services in accordance with its terms and within the available annual budget; and
3. Authorize the City Engineer to issue an additional 1-year contract extension for the following professional services set to expire in December 2023, and which have already received a 1-year extension as allowed by contract: Landscape
Architecture, Construction Management, Environmental
Services, Soils and Materials Testing
4. 6.g ADVISORY BODY APPOINTMENT – TOURISM BUSINESS
IMPROVEMENT DISTRICT BOARD
235
Recommendation:
Confirm the appointment of Nipool Patel to the Tourism Business Improvement District Board (TBID).
7. PUBLIC HEARING AND BUSINESS ITEMS
7.a ANNUAL REPORT OF THE TOURISM BUSINESS IMPROVEMENT
DISTRICT (Estimated Time: 45 minutes)
239
Recommendation:
As recommended by the Tourism Business Improvement
District (TBID) Board, receive and approve the TBID Board’s annual report for FY 2022-23; and
1. Adopt a Draft Resolution of intention entitled, “A Resolution of the City Council of the City of San Luis Obispo, California, declaring its intention to continue the San Luis Obispo Tourism Business Improvement District, to continue the basis for and to levy the assessment for the district, and to set a date for the Public Hearing on the district and the assessment for 2023-24.”
2. 8. LIAISON REPORTS AND COMMUNICATIONS
Not to exceed 15 minutes. Council Members report on conferences or other City activities. At this time, any Council Member or the City Manager may ask a question for clarification, make an announcement, or report briefly on their activities. In addition, subject to Council Policies and Procedures, they may provide a reference to staff or other resources for factual information, request staff to report back to the Council at a subsequent meeting concerning any matter or take action to direct staff to place a matter of business on a future agenda. (Gov. Code Sec. 54954.2)
9. ADJOURNMENT
The next Regular Meeting of the City Council will be held on November 7, 2023 at 5:30 p.m. in the Council Chambers at City Hall, 990 Palm Street, San Luis Obispo.
LISTENING ASSISTIVE DEVICES for the hearing impaired - see the Clerk.
The City of San Luis Obispo wishes to make all of its public meetings accessible to the public. Upon request, this agenda will be made available in appropriate alternative formats to persons with disabilities. Any person with a disability who requires a modification or accommodation in order to participate in a meeting should direct such request to the City Clerk’s Office at (805) 781-7114 at least 48 hours before the meeting, if possible. Telecommunications Device for the Deaf (805) 781-7410.
City Council meetings are televised live on Charter Channel 20 and the City's YouTube Chanel: http://youtube.slo.city. Agenda related writings or documents provided to the City Council are available for public inspection in the City Clerk’s Office located at 990 Palm Street, San Luis Obispo, California during normal business hours, and on the City’s website
https://www.slocity.org/government/mayor-and-city-council/agendas-andminutes. Persons with questions concerning any agenda item may call the City Clerk’s Office at (805) 781-7114.
City of San Luis Obispo, Council Memorandum
City of San Luis Obispo
Council Agenda Correspondence
DATE: October 17, 2023
TO: Mayor and Council
FROM: Derek Johnson, City Manager
VIA: Derek Johnson, City Manager
SUBJECT: ITEM 4B. CAL POLY HOUSING UPDATE & WATER PLAN
PRESENTATION
The City Council will receive a presentation on the Cal Poly Housing Update and Water Plan from Terrance Harris, Vice President Strategic Enrollment Management; Keith Humphrey, Vice President for Student Affairs; and Mike McCormick, Vice President Facilities Management & Development.
Included as Attachment A is the PowerPoint presentation for review.
ATTACHMENT
A - Cal Poly Housing Update and Water Plan Presentation
October 17, 2023
Cal Poly Update to
SLO City Council
Enrollment Updates
Fall 2023
Terrance Harris
Enrollment Considerations
ENROLLMENT UPDATES / 3
Year 2 Of Governor’s
Compact
Continued Extreme
Demand For A Cal Poly
Degree
Enrollment Challenges For
Many CSU campuses
Historic Fall Headcount
ENROLLMENT UPDATES / 4
10,000
12,000
14,000
16,000
18,000
20,000
22,000
2017 2018 2019 2020 2021 2022 2023
Fall 2023 Enrollment
ENROLLMENT UPDATES / 5
22,293 Currently Enrolled
For Fall 2023
21,511 Undergraduate
Students
782 Graduate and
Postbaccalaureate Students
Current Status
Fall 2023 Enrollment
Preliminary Ethnicity Data
Enrollment Updates / 6
African American Asian Hispanic/Latino Multi Racial Foreign Unknown White
2024 Enrollment
ENROLLMENT UPDATES / 7
Growth Through Student Retention
Growth Through Summer Enrollment
Growth Through Course Availability
Increased Local Student Opportunities
Key Elements
SLO City Council 10/17/2023
Housing &
Infrastructure
Update
Student Housing Program
Housing Program Highlights
/ 5
• How Cal Poly has steadily increased
housing over the past 20+ years
• Where we are now with on-campus
housing capacity and more
• Future plans that help us meet our
housing goals
Today we’ll cover:
• It’s tough to find housing in
SLO: Currently 3% vacancy rate
• This impacts our campus employees too!
• More campus housing = Less congestion, with
fewer students biking or driving to campus
• Cal Poly limits parking for resident students:
Granted to first-years in extenuating
circumstances only
• We appreciate SLO’s efforts: New bike paths
and safety enhancements benefit everyone!
Housing Program Benefits to SLO
/ 6
Image courtesy of Ken Ohyama
Housing Program Increases
/ 7
/ 8
Housing Program Highlights
A n t i c i p a t e d P r o g r a m S c h e d u l e
JAN-23 JAN-24 JAN-25 JAN-26 JAN-27 JAN-28 JAN-29 JAN-30 JAN-31 JAN-32 JAN-33
TENAYA DESIGN &
CONSTRUCTION
PROG DEF
E3A DESIGN & CONSTRUCTION
E2B DESIGN E2B CONSTRUCTION
TRINITY DESIGN &
CONSTRUCTION
SEQUOIA DESIGN &
CONSTRUCTION
FREMONT DESIGN &
CONSTRUCTION
SANTA LUCIA
CONSTRUCTION RENO DESIGN
MUIR DESIGN &
CONSTRUCTION
E2A DESIGN & CONSTRUCTION
/ 10
Housing Capacity
0 2,000
4,000
6,000
8,000
10,000
12,000
14,000
2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 Continuing Students
First Year Students
1st Year Housing
Target
2nd Year Housing
Target
Faculty and Staff Housing
/ 12
Faculty and Staff Housing
Project Summary
• Dec 2021 employee survey showed 77% of staff want to
purchase a home locally and 23% wish to rent
• Bella Montana built in 2006 is the only employee housing development currently – 69 for sale townhouses
• Current Plan - 33 for sale units at Slack and Grand
• Construction: Nov. '23 - Jan. '26
• Planning underway for rental options in location(s) to be determined
Faculty Housing Capacity
/ 13
Water Infrastructure
Projects
Current Source of Water
• Whale Rock – Annual Safe Yield 959 AF/yr
• Ground water for Crops Unit – 120 AF/yr
• Master Plan build out (8000 student beds & 25,000 FTE) requires additional estimated 300 AF/yr
Water Supply Overview
WATER 16
History of Conservation
W A T E R / 17
0 100
200
300
400
500
600
700
-
1,000,000
2,000,000
3,000,000
4,000,000
5,000,000
6,000,000
7,000,000
199619971998199920002001200220032004200520062007200820092010201120122013201420152016201720182019202020212022 Acre-Feet
Campus Sq-ft
Cal Poly Historical Domestic Water Use (1996 to 2022)
Historical sq-ft Historic Domestic Water
Since 1996:
+ 3 million sq-ft
+ 6,000 on-campus residents
+ 7,000 enrollment
- 17% potable water use
Wastewater Treatment
• CP owns 1,000 AF/yr treatment capacity at SLO WTP
• CP owns 0.471 mgd capacity at City’s WRRF
• Current: 98% utilized (peak)
• CP owns 1.2 mgd capacity in City’s collection system
• Current: Exceedances during rain events
WATER 18
Planning Strategy
1. On-campus water reclamation facility (WRF)
identified as lowest cost alternative for
wastewater treatment and recycled water
(eliminate Whale Rock water irrigation)
2. Future growth requires a new source of supply
19 Step 2
Step 1
revised 10/28/23
Acre-Feet
1900
1800
1700
1600
1500
1400
1300
1200
1100
1000
900
800
700
600
500
400
300
200
100
0 GROUND WATER GROUND WATER
120 Acre-Feet Ag Irrigation - Crops Unit 120 Acre-Feet
includes: Mission Avocado Irrigation 173 Acre-Feet Other Ag Irrigation 147 Acre-Feet Sports Complex Irrigation 60 Acre-Feet
Cal Poly Golf Facility (Dairy Creek) 10 Acre-Feet
959 Acre-Feet
NON-POTABLE WATER
from Whale Rock 390 Acre-Feet
CLIMATE ADJUSTED Landcape Irrigation (except Sports Complex) Central Plants SAFE ANNUAL YIELD Swimming Pools
DOMESTIC (POTABLE) WATER
from Whale Rock 530 Acre-Feet
WHALE ROCK WATER includes: All Building Use
CONSERVATION: 60 Acre-Feet
FACULTY & STAFF HOUSING: 57 Acre-Feet FUTURE
CURRENT
300 Acre-Feet
75% for Housing
2026 RECYCLED WATER
10% RESILIENCY BUFFER
380 Acre-Feet
130 Acre-Feet
MASTER PLAN WATER NEEDS
POST-MASTER PLAN
2035 MASTER PLAN
400 Acre-Feet 400 Acre-Feet
CAL POLY 2035 MASTER PLAN WATER SUPPLY SUMMARY
PROPOSED WATER SUPPLY WATER DEMAND
2028 STATE WATER PROJECT FUTURE GROWTH POST-MASTER PLAN
Water Reclamation
Facility
• Objective: Treat 90%+ of sewer on-campus creating enough recycled water to meet all non-potable water needs
• Construction starts Spring/ Summer ‘24
• Online in spring ’26 - before new student housing
• Sewer loads to City WRRF will drop in 2026
• Facility will be operated by FRM (managed by new positions in-house expertise)
W A T E R / 20
W A T E R / 21
Note: These represent high-level estimated annual flows, not peaking, daily, or monthly flows. Cal Poly WRF Engineer will be developing more granular estimates and impacts of flow to City WRRF. 0 50
100
150
200
250
300
350
AF/ year
Reduced Sewer Flows to City
WRRF
Cal Poly SLO Sewer Flows to City WRRF
COVID WRF
Online
• Cal Poly is developing an anaerobic digester
for animal waste in conjunction with the WRF
• Addresses water quality and management manure
issues
• Creates methane (natural gas) for power production
at WRF/Dairy.
• Cal Poly is also planning to significantly reduce herd WRF + Anaerobic Digester
W A T E R / 22
POST SOLID
WASTE TO
COMPOST
State Water Project
• Coastal branch of State Water Project passes through Poly Canyon, ~1 mile from campus reservoirs
• Cal Poly long-term growth requires a new water supply • Starting conversations with county and potential sellers • Engineering firm under contract to study pipeline costs, breakpoint chlorination, etc.
W A T E R / 23
Questions?
1 Council Minutes
September 26, 2023, 6:00 p.m.
Council Hearing Room, 990 Palm Street, San Luis Obispo
Council Members
Present:
Council Member Emily Francis, Council Member Andy Pease, Council Member Michelle Shoresman, Vice Mayor Jan Marx, Mayor Erica A. Stewart
City Staff Present: Derek Johnson, City Manager, Christine Dietrick, City Attorney _____________________________________________________________________
1. CALL TO ORDER
A continued Special Closed Session Meeting of the San Luis Obispo City Council was called to order on September 26, 2023, at 6:00 p.m. in the Council Hearing Room at City Hall, 990 Palm Street, San Luis Obispo, by Mayor Stewart.
2. PUBLIC COMMENT FOR CLOSED SESSION ITEMS ON THE AGENDA ONLY Public Comment:
None
--End of Public Comment--
3. CONFERENCE WITH LABOR NEGOTIATORS
Action: City Attorney Christine Dietrick indicated that the Council provided no reportable action.
4. ADJOURNMENT
The meeting was adjourned at 7:15 p.m. The next Regular Meeting of the City Council will be held on October 3, 2023, with Closed Session at 5:00 p.m. in the Council Hearing Room and the Regular Meeting at 5:30 p.m. in the Council Chambers at City Hall, 990 Palm Street, San Luis Obispo.
APPROVED BY COUNCIL: XX/XX/2023
1 Council Minutes
October 3, 2023, 5:30 p.m.
Council Chambers, 990 Palm Street, San Luis Obispo
Council Members
Present:
Council Member Emily Francis, Council Member Andy Pease, Council Member Michelle Shoresman, Vice Mayor Jan Marx, Mayor Erica A. Stewart
City Staff Present: Derek Johnson, City Manager, Christine Dietrick, City Attorney, Teresa Purrington, City Clerk
_____________________________________________________________________
1. CLOSED SESSION: STARTS AT 5:00 PM
1.a CALL TO ORDER
Mayor Erica A. Stewart called the Closed Session Meeting of the San Luis Obispo City Council to order at 5:00 PM in the Council Hearing Room at City Hall, 990 Palm Street, San Luis Obispo.
1.b PUBLIC COMMENT FOR CLOSED SESSION ITEMS ONLY
Public Comments:
None
---End of Public Comment---
1.c CONFERENCE WITH REAL PROPERTY NEGOTIATORS
(APN 002-436-022)
Action: This item was pulled from the agenda and continued to the City Council meeting on October 17, 2023.
1.d CONFERENCE WITH REAL PROPERTY NEGOTIATORS
(APNs 053-032-003, 004, 005)
Action: City Attorney Christine Dietrick indicated that the Council met in Closed Session on one matter of real property negotiations. The Council provided direction on price and terms, and no other reportable action was taken.
1.e ADJOURNMENT
2 2. CALL TO ORDER
A Regular Meeting of the San Luis Obispo City Council was called to order on October 3, 2023 at 5:30 p.m. in the Council Chambers, 990 Palm Street, San Luis Obispo, by Mayor Stewart.
3. PLEDGE OF ALLEGIANCE
Council Member Shoresman led the Council in the Pledge of Allegiance.
4. PRESENTATIONS
4.a DATING AND DOMESTIC VIOLENCE AWARENESS MONTH
PROCLAMATION
Mayor Stewart presented a proclamation declaring the month of October as "Dating & Domestic Violence Awareness Month" to Police Chief Rick Scott and Courtney Taylor on behalf of Lumina Alliance.
4.b FIRE PREVENTION WEEK PROCLAMATION
Vice Mayor Marx presented a proclamation declaring the week of October 8 - 14, 2023 as "Fire Prevention Week" to Fire Chief Todd Tuggle on behalf of the City of San Luis Obispo Fire Department.
4.c NATIONAL HISPANIC, LATINX, LATINO HERITAGE MONTH
PROCLAMATION
Council Member Pease presented a proclamation declaring September 15 to October 15, 2023 as "National Hispanic, Latinx, Latino Heritage Month" to Erica Ruvalcaba-Heredia on behalf of the Latino Outreach Council.
4.d MOBILITY SERVICES DIVISION AND BUSINESS MANAGER
OVERVIEW
Public Works Director Matt Horn, Deputy Director of Mobility Services Jennifer Rice, and Mobility Services staff provided an overview of the Mobility Services Division.
4.e CITY MANAGER REPORT
City Manager Derek Johnson provided a report on upcoming projects.
3 5. PUBLIC COMMENT PERIOD FOR ITEMS NOT ON THE AGENDA
Public Comment:
Robin Mitchel Hee
Trent & Elenor Johnson
Mason Horstman
Tyler Riley
Carl Gristanti
Laura Slaughter
--End of Public Comment--
6. CONSENT AGENDA
Public Comments:
None
---End of Public Comment---
Motion By Council Member Francis
Second By Council Member Shoresman
To approve Consent Calendar Items 6a to 6c.
Ayes (5): Council Member Francis, Council Member Pease (recused from item 6c), Council Member Shoresman, Vice Mayor Marx, and Mayor Stewart CARRIED (5 to 0)
6.a WAIVE READING IN FULL OF ALL RESOLUTIONS AND ORDINANCES Waive reading of all resolutions and ordinances as appropriate.
6.b MINUTES REVIEW - SEPTEMBER 12, 2023 AND SEPTEMBER 19, 2023
COUNCIL MINUTES
Approve the following minutes of the City Council:
September 12, 2023 - Special Closed Session Meeting
September 19, 2023 - Regular Meeting
4 6.c SECOND READING OF ORDINANCE NO. 1730 (2023 SERIES) TO
ADOPT LOCAL AMENDMENTS TO THE CALIFORNIA ENERGY CODE
Council Member Pease declared a conflict on this item and recused due to her employment in the building industry.
1. Adopt Ordinance No. 1730 (2023 Series) entitled, “An Ordinance of the City Council of the City of San Luis Obispo, California, adopting Local Amendments to Part 6 of the Building Construction and Fire Prevention Code, 2023,” to be codified under San Luis Obispo Municipal Code Chapter 15.04.060 – “Amendments – Energy Standards”; and
2. Direct staff to submit the approved local amendments and accompanying required submittal forms and information to the California Energy Commission to initiate the local amendments to California Energy Code review and approval process.
Ayes (4): Council Member Francis, Council Member Shoresman, Vice Mayor Marx, and Mayor Stewart
Recused (1): Council Member Pease
CARRIED (4 to 0)
7. PUBLIC HEARING AND BUSINESS ITEMS
7.a FY 2022-23 YEAR END BUDGET REVIEW (UNAUDITED)
Finance Director Emily Jackson and Policy and Project Manager Natalie Harnett provided an in-depth staff report and responded to Council questions.
Public Comments:
None
---End of Public Comment---
Motion By Vice Mayor Marx
Second By Council Member Shoresman
1. Receive and file the Fiscal Year 2022-23 Year End Budget report; and
2. Adopt Resolution No. 11451 (2023 Series) entitled, “A Resolution of the City Council of the City of San Luis Obispo, California, to delegate appropriation authority to the City Manager for California Integrated Waste Management Act of 1989 (AB939) and Senate Bill 1383 (SB1383) fees” compliant with the Fund Balance & Reserve Policy and corresponding legislation.
Ayes (5): Council Member Francis, Council Member Pease, Council Member Shoresman, Vice Mayor Marx, and Mayor Stewart
CARRIED (5 to 0)
5 8. STUDY SESSION
8.a CODE ENFORCEMENT UPDATE
Community Development Director Timmi Tway, Chief Building Official Michael Loew, and Code Enforcement Supervisor John Mezzapesa provided an in-depth staff report and responded to Council questions.
Public Comments:
Reagan Denny
Olivia Momberg
Tyler Coarey
Barry Price
---End of Public Comment---
Action: By consensus, the City Council provided the following comments for staff on the Code Enforcement Division, no formal action was taken.
1. Careful balance, the goal is safe housing and compliance
2. Outreach, Brochure, and Meet CalPoly halfway
3. Follow up with notes from Stakeholder Meetings
4. Make sure to reach out to tenant groups and marginalized groups
5. Reach out Cuesta College
6. How to use Ask SLO Video?
9. LIAISON REPORTS AND COMMUNICATIONS
Council Member Shoresman attended the Cal Cities Annual Conference, spoke at one of the Drive Electric Week events, and attended the ‘SLO City Day’ at the Cal Poly football game.
Council Member Pease attended the Cal Cities Annual Conference, paid for by the City, and participated in the Electrify Your Life event.
Council Member Francis attended the Cal Cities Annual Conference, paid for by the City, and attended the September Scramble.
Mayor Stewart attended the Cal Cities Annual Conference, paid for by the City; attended the California Medical Association Dinner; met with Cal Poly ASI officers and team; attended the Women's Legacy Fund Luncheon; attended the Celebration of Life for Paso Robles Mayor Steve Martin; and the Labor Leaders Breakfast sponsored by Assemblymember Dawn Addis.
Vice Mayor Marx attended the Cal Cities Annual conference, paid for by the City, the Air Pollution Control District meeting, and the IWMA meeting.
6 10. ADJOURNMENT
The meeting was adjourned at 9:48 p.m. The next Regular Meeting of the City Council will be held on October 17, 2023 with Closed Session at 4:30 p.m. in the Council Hearing Room and the Regular Meeting at 5:30 p.m. in the Council Chambers at City Hall, 990 Palm Street, San Luis Obispo.
APPROVED BY COUNCIL: XX/XX/2023
City of San Luis Obispo, Council Memorandum
City of San Luis Obispo
Council Agenda Correspondence
DATE: October 17, 2023
TO: Mayor and Council
FROM: Greg Avakian, Parks & Recreation Director
Shelsie Moore, Supervising Civil Engineer
Hai Nguyen, Senior Engineer
VIA: Derek Johnson, City Manager
SUBJECT: ITEM 6C. AUTHORIZATION TO ADVERTISE MITCHELL PARK REVITALIZATION PROJECT (SPEC. NO. 2000188)
In support of the Council Agenda Report for the Mitchell Park Revitalization project, Staff have provided additional clarification regarding the funding request.
Staff would like to provide additional clarification on the recommended appropriation of $50,000 from the Quimby Fund. The report noted a Quimby fund balance of approximately $3.14 Million. Other Quimby funds have already been appropriated to projects as shown in the below table. The current unappropriated fund balance is $58,757. At the time of this agenda correspondence, with the requested appropriation of $50,000 in additional funding for Mitchell Park, only $8,757 in unrestricted Quimby funding remains.
Current Quimby Fund $ 3,143,782
Appropriated CIP Funding
San Luis Ranch In-Lieu Fees Collected to Date:
(Associated for Laguna Lake Park Projects - #2000057) $ (1,696,831) N. Broad Street Neighborhood Park (#2091683) $ (1,364,474) Mitchell Park Revitalization Project Improvements
(#2000108)
(Currently Appropriated) $ (23,720)
Current Unappropriated Quimby Fund Balance $ 58,757
Mitchell Park Revitalization Project Improvements
(Additional Requested Funding) $ (50,000)
Total Undesignated Quimby Fund Balance $ 8,757
Item 6c
Department: Public Works
Cost Center: 5002
For Agenda of: 10/17/2023
Placement: Consent
Estimated Time: N/A
FROM: Matt Horn, Public Works Director
Prepared By: Hai Nguyen, Senior Civil Engineer
SUBJECT: AUTHORIZATION TO ADVERTISE MITCHELL PARK REVITALIZATION PROJECT, SPECIFICATION NO. 2000188
RECOMMENDATION
1. Approve the project plans and specifications for Mitchell Park Revitalization Project, Specification Number 2000188; and
2. Authorize staff to advertise for bids; and
3. Adopt a Draft Resolution entitled, “A Resolution of the City Council of the City San Luis Obispo, California, authorizing use of Parkland-In-Lieu (Quimby) Funds to support Mitchell Park Revitalization Project, Specification No. 2000188” and appropriate an additional $50,000 from the Quimby Fund to the project account (2000188); and
4. Authorize the City Manager to award the Construction Contract pursuant to Section
3.24.190 of the Municipal Code for the bid total, if the lowest responsible bid is within the publicly disclosed funding amount of $211,000.
POLICY CONTEXT
On May 17, 2022, Council approved a Purchasing Policy Update to the Financial Management Manual that required Council approval for Public Projects that cost over $200,000.
The City’s Charter under Section 804 allows City Council to amend or supplement the budget by motion adopted by majority vote of the council. Partial funding for this project comes from fees imposed by the Quimby Act within the Subdivision Map Act (Cal. Gov.
Code § 66477) and Chapter 16.22 of the San Luis Obispo Municipal Code, which requires the fees be used for developing new or rehabilitating existing neighborhood parks, community parks, or recreation facilities that serve the subdivision paying the fees.
DISCUSSION
Item 6c
Background
On October 20, 2020, Council authorized staff to submit a project proposal to apply for State Parks, 2018 Parks Bond Act Per Capita Grant (State Parks Grant) to revitalize Mitchell Park with new amenities resulting in a successful grant award of $173,024.
Parks and Recreation staff hosted two community workshops to discuss the proposed project at Mitchell Park. A virtual community workshop was held on May 19, 2021, and an in-person community workshop was hosted at Mitchell Park on September 16, 2021.
The consistent feedback from each of the workshops showed that the public did not support the installation of the two pickleball courts and provided alternative ideas for other passive amenities to revitalize the park.
On October 19, 2021, Council authorized staff to revise the proposed improvements at Mitchell Park and remove the proposed installation of the pickleball courts. The Mitchell Park Revitalization Project (project) now proposes removal of existing concrete and picnic tables and installation of a newly reconfigured area featuring a shade structure, benches, picnic tables, chess tables, and a bocce ball court. The revision to the proposed improvements has been approved by the State Parks and meet grant requirements.
Project
The project plans (Attachment A) and specifications (Attachment B) are structured with a Base Bid and one Additive Alternative A to maximize what the City can construct within the available funding. The strategy is to award the contract with the Base Bid and the Additive Alternative as funding will allow, up to the Publicly Disclosed amount of $211,000 in compliance with Public Contract Code Section 20103.8(c). The project’s Base Bid includes the shade structure, benches, and bocce ball court. The project’s Additive Alternative A includes the picnic tables and chess tables. If it is not within the available budget to award the additive alternative, staff will investigate if the picnic tables and chess tables can be donated from a local community group or be purchased through other funding at a later date.
Previous Council or Advisory Body Action
On October 20, 2020, Council authorized staff to submit a project proposal for Mitchell Park Pickleball Courts to State Parks and authorized the Assistant City Manager to execute the necessary grant documents and appropriate the grant amount into the Parks and Recreation Department’s budget upon grant award (Resolution No. 11179).
On February 2, 2021, Council authorized staff to initiate project planning and design for pickleball courts at Mitchell Park and appropriated $32,048 from the Parkland-in-lieu (Quimby) Fund to support the project.
On October 19, 2021, Council authorized staff to revise the proposed improvements at Mitchell Park and remove the proposed installation of the pickleball courts.
Item 6c
Public Engagement
Parks and Recreation staff conducted two public outreach events on May 19, 2021, and September 16, 2021, as well as an online survey. The majority of the public in attendance at the public engagement meetings were not in support of pickleball courts. The community has expressed a desire for passive recreational amenities and to maintain the integrity of the park for social gatherings, special events, open green areas, and community events both during the in-person forums, as well as at Parks and Recreation Commission meetings. The results of the workshops and survey demonstrated that the public is in support of the installation of chess/checker tables, bocce ball court, shade structure and stage installation at the social gathering area.
CONCURRENCE
There is concurrence from the Community Development Department through the review and approval of the project for building permit issuance. This project also has concurrence from the Parks and Recreation Department as they have reviewed the project throughout the design process.
ENVIRONMENTAL REVIEW
The project is categorically exempt from environmental review under Section 15301 Class 1 (Existing Facilities) of the California Environmental Quality Act (CEQA) Guidelines because the project proposes minor changes to existing park facilities. The project is consistent with the applicable general plan policies as well as with applicable City Regulations. A Notice of Exemption will be filed through the Community Development Department.
FISCAL IMPACT
Budgeted: Yes Budget Year: 2021-22
Funding Identified: Yes
Fiscal Analysis:
Funding
Sources
Total Budget
Available
Current
Funding
Request
Remaining
Balance
Annual
Ongoing
Cost
General Fund
State $173,024 $173,024 $0
Federal
Fees
Other: Quimby
Parkland-in-lieu
Fund
$3,137,506 $73,229 $3,064,277
Total $3,310,530 $246,253 $3,064,277 N/A
Item 6c
# Mitchell Park Revitalization Project, Specification No. 2000188 1 Project Account (2000188)
2 Parkland InLieu FeeCapital Outlay
Fund (Grant) Total
3 Base Bid Construction Estimate $37,976 $173,024 $211,000 4 Contingencies $31,500 $0 $31,500
5 Material Testing $3,000 $0 $3,000
6 Printing & Advertising $500 $0 $500
7 Total Project Estimate
(Without Additive Alternate) $72,976 $173,024 $246,000
8 Current Project Balance $23,229 $173,024 $196,253
9 Additional Funding Requested $50,000 $0 $50,000
10 Total Funding $73,229 $173,024 $246,253
The project account 2000188 has a current balance of $196,253 including $23,229 from the Quimby Parkland-in-lieu fund and $173,024 from State Parks Grant which has a project completion deadline of March 2024 (see row 8 table above). An additional $50,000 is requested (Attachment C) from the Quimby Parkland-in-lieu fund for a combined budget of $246,253 (see row 10 table above) in order to allow project completion prior to the State Parks Grant deadline in March 2024. There is currently $3,137,506 in the Quimby Parkland-in-lieu fund, which will support the additional budget request. The remaining balance in the Quimby fund will be utilized for other park improvement priorities. It is important to note that, based upon current project estimates, awarding of the additive alternative will require additional funding of $30,000 and is not likely to occur within the current funding request.
Per the City’s fiscal policies, the use of additional Quimby Parkland-in-lieu funds need to be approved by Council and appropriated into the capital budget.
Use of Quimby Funds
The Quimby Act, within the Subdivision Map Act, authorizes the legislative body of a city or county to require the dedication of land or to impose fees for park or recreational purposes as a condition of the approval of a tentative or parcel subdivision map, if specified requirements are met (Cal. Gov. Code § 66477.) There are subdivisions within the Mitchell Park Neighborhood that have recently (within the last 5 years) paid Parkland-in-lieu fees, including but not limited to two projects located less than one mile from Mitchell Park (1137 Peach Street and San Luis Square). These fees should be used for developing new or rehabilitating existing neighborhood parks, community parks, or recreation facilities that serve the specific subdivision (unless certain requirements are met), and therefore should be used on Mitchell Park improvements (Cal.
Gov. Code § 66477.)
Item 6c
ALTERNATIVES
Deny authorization to advertise. The City Council may choose not to authorize project advertisement. Staff does not recommend this alternative as the Parks and Recreation Blueprint for the Future: 2021-2041 (General Element) highlighted Mitchell Park in the Near-Term improvements as needing updated social gathering and recreational amenities for activation, as well as support the adjacent Senior Center programming.
Additionally, the State Parks Grant has a project completion deadline of March 2024 and the project has been a multi-year project that has strong support from the community.
ATTACHMENTS
A - Project Plans (Spec. No. 2000188)
B - Project Specifications (Spec. No. 2000188)
C - Draft Resolution authorizing use of Parkland-in-lieu (Quimby) Funds to support Mitchell Park Revitalization Project
221.80
NG
221.20
NG
220.45
NG 220.00 NG 219.90 NG 219.80 NG 220.25 NG
221.97
NG
MITCHELL PARK
REVITALIZATION PROJECT
SPECIFICATION NO. DATE SHEET
OCTOBER 2023
2000188 FILE NO./LOCATION
PROJECT LOCATION
san luis obispo county, california
index to plans
sheet no. description
1 2
3 COVER SHEET
DEMOLITION PLAN
GRADING AND LAYOUT PLAN
Reference Documents:
City Standard Specifications - 2020 EditionCity Engineering Standards - 2020 Edition 1 of 3
1. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THESE PLANS, SPECIAL PROVISIONS PREPARED FOR THIS PROJECT AND THE 2020 CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OF NORTHERN/CENTRAL CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GASUNDERGROUND FACILITIES. CONTRACTOR OR PERMITTEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES.
3. THE CONTRACTOR SHALL POSSESS A CLASS "A" LICENSE AT THE TIME THE BIDS OPEN AND DURING THE ENTIRE LENGTH OF THE CONTRACT.
4. THESE PLANS DO NOT INDICATE ALL EXISTING FACILITIES IN THE VICINITY OF THE PROPOSED WORK SUCH AS EXISTING IRRIGATION HEADS AND LINES, SHRUBBERY AND VEGETATION, ETC. THE
CONTRACTOR MUST USE CARE TO AVOID DAMAGE TO ANY EXISTING IMPROVEMENTS OR VEGETATION
IN THE VICINITY OF THE WORK, AND MUST REPAIR ANY FACILITIES DAMAGE DURING CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER.
5. WHERE TRIMMING OF EXISTING VEGETATION IS REQUIRED DURING CONSTRUCTION IT MUST BE DONE
IN A MANNER TO REMOVE THE MINIMUM POSSIBLE AMOUNT OF VEGETATION AND LEAVE THE REMAINING IN AN ATTRACTIVE CONDITION.
6. CONTRACTOR TO HIRE CERTIFIED ARBORIST FOR TREE TRIMMING TO ALLOW NECESSARY EQUIPMENT CLEARANCE. CITY ARBORIST MUST APPROVE ANY CUTTING OF TREES PRIOR TO TREE TRIMMING WORK. NOTIFY THE ENGINEER IN ADVANCE OF THE WORK.
7. ANY EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'SSOLE EXPENSE.
8. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND AGENCIES WITH SERVICES IN THE AREA
PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES AND COORDINATE WITH THE UTILITY COMPANIES AFFECTED BY CONSTRUCTION.
9. REMOVAL AND REPLACEMENT OF EXISTING CONCRETE SHALL CONFORM TO ENGINEERING STANDARD 4910.
10. ANY SECTIONS OF DAMAGED OR DISPLACED CURB, GUTTER & SIDEWALK, OR DRIVEWAY APPROACH SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE PUBLIC WORKS DIRECTOR.
11. CONTACT THE PUBLIC WORKS INSPECTION HOTLINE AT 805-781-7554 WITH AT LEAST A 48-HOUR NOTICE FOR ANY REQUIRED ENCROACHMENT PERMIT INSPECTION OR FINAL INSPECTION.
12. THE ADJOINING STREET SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, DUST, MUD AND CONSTRUCTION DEBRIS AT THE END OF EACH DAY.
13. A TRAFFIC AND PEDESTRIAN CONTROL PLAN SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ENCROACHMENT PERMIT ISSUANCE.
14. ANY EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE OR SHALL BE TIED OUT BY A
LICENSED LAND SURVEYOR PRIOR TO DISTURBANCE AND THEN REPLACED PRIOR TO OCCUPANCY IN ACCORDANCE WITH SECTION 8771 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE.
15. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THE SATISFACTION OF
THE BUILDING OFFICIAL AND PUBLIC WORKS DIRECTOR DURING ALL DEMOLITIONS, CONSTRUCTION AND GROUND DISTURBING ACTIVITIES.
16. HAND DIGGING IS REQUIRED WITHIN THE DRIP LINE OF TREES TO REMAIN; ANY EXPOSED ROOTS SHALL BE OBSERVED BY CITY ARBORIST BEFORE REMOVING. CONTACT CITY ARBORIST AT805-781-7023 BEFORE COMMENCING WITH CONSTRUCTION, GRADING, OR EXCAVATIONS.
17. ALL WORK MUST BE IN CONFORMANCE WITH THE 2019 EDITIONS OF THE CALIFORNIA BUILDING CODES BASED ON THE 2018 IRC, 2018 UMC, AND 2018 UPC, THE 2019 EDITION OF THE CALIFORNIA ELECTRICAL CODE BASED ON THE 2017 NEC, THE 2019 CALIFORNIA ENERGY CODE AND THE 2019 CALIFORNIAGREEN BUILDING CODE.
18. ALL PARK COMPONENTS AND STRUCTURES MUST BE AS LISTED OR APPROVED EQUAL.
THE ELEVATIONS SHOWN HEREON ARE NAVD88 AS DETERMINED BY GPS OBSERVATIONS ON POINT 254 AS SHOWN ON THE CITY OF SAN LUIS OBISPO "BENCHMARK SYSTEM" (AUGUST 2020) HAVING PUBLISHED ELEVATION OF 215.03'.
VICINITY MAP
1"=500'
WORK OF THE MITCHELL PARK REVITALIZATION PROJECT INCLUDES:
1. REMOVAL OF EXISTING PICNIC TABLES, BARBECUE PIT, NON-ADA COMPLIANT PATH OF TRAVEL.
2. INSTALLATION OF PICNIC TABLES, BENCHES, BOCCE BALL COURT, SHADE STRUCTURE AND ADA PATH OF TRAVEL. general notes:
COORDINATES FOR THIS PROJECT ARE CALIFORNIA COORDINATE SYSTEM NAD83, ZONE 5, US SURVEY FEET, AS DETERMINED BY GPS OBSERVATIONS ON POINTS 8207 AND 8010 AS SHOWN ON THE CITY OF SAN LUIS OBISPO "HORIZONTAL CONTROL NETWORK" (JANUARY 2007), BEING N49°13'09"E.
APPROVED BY
Brian A. Nelson, City Engineer R.C.E. C79870 Approved Date
1. SHADE STRUCTURE PLANS AND STRUCTURAL CALCULATIONS FROM MANUFACTURER TO BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL.
221.80
NG
221.20
NG
220.45
NG
220.00
NG
219.90
NG
219.80
NG
220.25
NG
221.97
NG
222.04CNC POL
221.98
CNC POL
221.84
CLF AP
221.41
ICV
221.23
ICV
221.21CNC POL
221.07
CNC AP
220.18
NG
220.04
NG
220.27
NG
221.10
NG
220.71
220.02 NG
NG
219.63
18IN TREE
19.04 NC AP
219.13
CNC AP
219.34
DL
219.87
DL
220.12
DL1
220.39
DL1
221.41
DL1
219.56
DL2
219.40
DL2
19.10 L2
219.11
DL2
221.38
CNC AP
221.53
CNC AP
221.47
EPB
221.40
CNC AP
221.47
CNC AP/CLF BGN
221.46
CNC POL
221.47
CNC AP
221.40
CNC AP
221.41CNC AP
221.45CNC AP
221.44CNC AP
221.41CNC AP
221.38
CNC AP
221.42
CNC AP
221.42
CNC AP
221.57CNC AP
221.61CNC AP
221.69CNC AP
221.74CNC AP
221.87
CNC POL
221.77
SSCO
222.15
CNC POL GB
222.04CNC AP GB
221.70
CNC AP@WALL
222.18TW BGN
222.22TW AP
221.56
CNC POL@WALL
221.53CNC AP
222.30TW AP 222.07
CNC AP
222.54
CNC
222.45
CNC AP
222.70
CNC AP
223.00
CNC AP
223.32
CNC AP
223.43CNC POL HP 223.32
CNC POL
223.20
CNC POL
223.16
CNC
223.06CNC
223.38
TOP STEP AP
223.34TOP STEP
222.93
CNC
225.82TOP CL STEP
225.86
FF
222.89
CNC POL
222.84
CNC AP
222.61
CNC POL
222.75CNC POL
222.83CNC AP
222.74
CNC AP
223.17
CNC
222.56
CNC AP 222.52 CNC AP
222.60
AC
224.91
BW@WLK
224.85
BW@WLK
224.84
BW
224.84
224.70 EP@BW
EP
224.92
CNC POL
225.12
CNC POL GB
224.92CNC POL
224.48
EP
224.33
CFTC POL
224.856CFTC@BW
224.66
CNC POL@BK CRB
224.93CNC POL@BW
224.69TX
224.29CFFL
224.32
GTR 224.58 AC
224.55
AC
224.29
GTR
224.17
CFFL
224.64TC
224.60WM
224.85
BW
224.00
EP
223.87
CFTC
224.48
CNC POL
224.28
CNC POL
223.81
CNC POL
223.54
EP
223.32
CFTC AP
222.98
CFTC GB
222.17
CFTC DYLT
223.32
EP AP
222.95
EP
223.41
AC 223.87
AC
224.52
AC
224.83
BW
224.36TC
224.27
CFFL
224.38
GTR
224.67
AC
224.69
AC
224.46
GTR
224.28
CFFL
224.78
TX
222.819IN TREE
223.55
7IN TREE
222.30
CNC POL
224.36
BX
224.38
BX
221.43
CK6
222.42TC
221.71
FL
221.75
GTR
222.13
AC
221.76
AC
221.41
GTR
221.35
FL
222.02
TC
222.75
BW@WLK
222.65
BW@WLK
222.74
BW/CNC POL
222.85
BW/CNC POL
222.55
TC
221.87
FL
221.95
GTR
222.27
AC 221.38 AC
221.08
GTR
220.96
FL
221.51TX
221.65TC221.04
FL
221.13GTR
220.95
BX
220.73TC220.64
FL
220.79GTR
221.11
AC
220.78
AC
220.46
GTR
220.34
FL
220.78TX
220.48
BX
220.87
RMP GB
221.10
RMP GB
221.37
RMP GB
221.44
BW/CFFL/TC
220.96
BW/CFFL/TC
221.18
BW
222.10
TC
221.69
BW
221.93
BW
222.42
BW
221.42
SGN
221.61
LS W/24IN CNC BASE
222.5124IN TREE
221.80TC
221.14
FL
221.21
GTR
221.55TC
220.77
LS W/24IN CNC BASE
220.87
BW
220.97
BW
220.80TC220.21
FL
220.33GTR
220.71
AC
220.50
AC
220.13
GTR
220.06
FL
220.61TC
220.87
BW
220.84
BW/CNC POL
220.95
7IN TREE
220.90
CNC POL
220.84SCORE LINE
220.81
SCORE LINE
220.70
SCORE LINE
220.53
CNC AP
220.56
CNC AP
220.67
CNC AP
220.82
CNC POL/6IN MS
220.97CNC AP
220.63CNC POL
220.81
CNC POL
220.72CNC POL
220.63
BW/CNC POL
220.39TC
219.87
FL
219.94
GTR
220.30
AC
220.17
AC
219.82
GTR
219.71
FL
220.26TC
220.48
BW
220.62
NG
220.18
NG
219.87
NG
219.87
CNC POL
219.91
CNC POL
220.03
NG
220.36
NG
220.82
NG
220.22
10IN TREE 220.82
MS
220.84
MS
220.76
LS W/24IN CNC BASE
220.94
7IN TREE
221.01
16IN TREE
220.78
MS
220.55
220.01 NG
NG
220.1124IN TREE
220.00
NG
219.72
CNC POL
219.65
CNC POL
219.59
NG
219.47
NG
219.69
NG
219.87
NG 220.79 MS
220.65
MS AP
220.77
5IN TREE
220.79
12IN TREE
220.82
ICV
219.98
NG
220.29
NG
219.93
219.27 30IN TREE
NG
8 TREE
219.35
NG
219.49
BRICK AP 219.76
BRICK AP
219.74
BRICK AP
219.78
WD BENCH
219.37
BRICK AP
220.09
18IN TREE
220.23
NG
220.32
NG
220.95
CNC POL
221.15
FNCM END
221.71TC
221.27
CFFS
221.25
CFFL/BK CFFS
221.65TC EC
221.14
FL
221.30
FL
221.75TC
221.82TC BC
221.41
FL
226.76
RE
221.11
MS AP
220.97
FNCM BGN
221.24
221.25 MS END
CFFL
221.79TC
221.26
CFFS
221.21
CFFS
220.82
NG 221.40 CL STRIPE
221.51
FL
221.96TC
221.22
NG 221.97
TC BC
221.98TC EC
221.53
FL
221.54
FL
221.97TC BC
222.00TC EC
221.53
FL
221.30
NG
221.42
NG
221.54
NG222.09
TC
221.61
FL
221.54SGN
221.74
LS W/24IN CNC BASE
221.92
LS PB
222.12
MS
221.88
MS
221.70
FL
222.20TC
222.21TC BC
221.73
FL
221.75
FL
222.27TC EC
222.30TC BC
221.74
FL
221.75
FL
222.27TC EC
222.08
ICV
222.14
ICV
222.18
ICV
222.08
ICV
221.83
NG
222.17
ICV 222.29
CNC AP
222.30CNC POL
222.26TC
221.83
FL
222.16
18IN TREE
222.27
SGN
222.29
SGN
222.28
SGN
222.28
LS W/24IN CNC BASE
222.29
LS PB
222.31
RMP GB
222.31
RMP GB
221.93
BX/FL
221.92
BX/FL
222.25
TX
221.88
FL
222.25
TX
221.94
BX/FL
221.93
BX/FL
222.25TX
222.26TC
221.88
FL
222.42
RMP GB
222.37
RMP GB
222.41
BW AP 222.42
END HAND RAIL
222.44CNC POL@STEP
222.27
TC AP
221.91
FL
222.28TC
222.30CNC BC
221.67
AC
221.56
AC
221.56
AC
221.42
CL STRIPE
221.42
CL STRIPE
221.40CL STRIPE
221.25
CL STRIPE END
220.83
NG
221.20
CFFS
221.42
CL STRIPE
221.41
CL STRIPE
221.57
AC
221.50
AC
222.21TC BC
221.62
FL
221.74
FL
222.24TC
222.31
TC EC
221.78
FL
221.70
CL STRIPE
221.68CL STRIPE
221.69
STRIPE AP
221.68
STRIPE AP
221.67
STRIPE AP
221.63STRIPE AP
221.99
FL
222.31TC AP
222.33
CNC POL
222.50
CNC AP
222.67
CNC POL
222.71
CNC AP
222.69CNC POL LIFTED
222.71
CNC POL LIFTED
222.60
CNC AP
222.71
CNC AP
222.77
CNC POL
222.57
BLDG AP
222.46
CNC POL
222.24TC
221.93
FL
222.62
NG
222.26TX
222.30
ICV
222.44
END RAIL 222.43
CNC AP
222.45
CNC POL
222.53
LS PB
222.57
NG
222.82
AC UNIT PAD AP
222.73
AC UNIT PAD AP
222.76
AC UNIT PAD AP
222.31
LS PB
225.45TOP STEP
222.68
BLDG AP
225.63
CNC AP/2.5OS CNC AP
223.02
NG
225.78
CNC POL 225.77
BLDG AP
225.92
FF
225.65
CNC AP
225.66CNC POL
225.58CNC AP
224.30
BLDG AP
225.44TOP STEP POL 12IN TO TOP STP AP
225.24CNC RMP POL
225.27
CNC RMP POL
224.17
CNC RMP POL
224.13
CNC RMP POL
223.34
CNC RMP AP
223.37
CNC RMP AP/MS
223.05
NG
222.43
LS PB
222.45
LS W/24IN CNC BASE
222.61CNC AP
222.49
CNC AP/CLRD POC
222.57
BTM RMP
222.54
CNC CLRD2 POC
222.35CNC AP/ CLRD2 POC
222.35
CNC EC
222.33
CNC POC
222.64CNC POL
222.75CNC POL@RMP
222.06CNC CLRD2 POC
221.93
CNC CLRD2 POC
222.29
CNC CLRD2 POC
222.38
CNC CLRD2 POC
222.24
CNC 221.48 NG
220.57
NG
222.19
CNC AP/CLRD3 POC
222.13CNC AP/CLRD3 POC
222.20
CNC AP/CLRD3 POC
222.19
CNC AP/CLRD POC
222.20
CNC AP/CLRD3 POC
221.97
NG
222.41
CNC CLRD POC
222.10
CNC CLRD POC
222.12CLF/FNCW
222.33
BBQ AP
222.42
BBQ AP
222.35
BBQ AP
222.41
CNC AP/CLRD POC
222.47
CNC EC/CLRD POC
222.50
CNC POC 222.60
CNC BC 222.60
CNC POL/MS
222.50
ICV
222.67
ICV
222.54
BLDG AP 222.82 AC UNIT AP 222.76 AC UNIT AP
222.85
AC UNIT AP
222.93
AC UNIT1 AP
222.91
AC UNIT1 AP
222.91
AC UNIT1 AP
222.90
NG
223.21
MS AP
223.15
NG
223.85
CNC AP
223.87
CNC AP 22X26
223.11
NG
222.82
222.71 FNCW END
CNC POL
222.53
FNCW AP
231.19
RL BLDG AP
231.13
RL BLDG POL
E
E
E
E
E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
E E E
E
E
E
EE
E
E
E
E
E
E
(TYP.) 1
2 (TYP.)
3 4
4 5
5 (TYP.) 6
12 5
8 8
8 8
BUCHON ST
SENIOR CENTER
MITCHELL PARK
PLAYGROUND
SANTA ROSA ST
7 SENIOR CENTER
PARKING LOT
9 10
11 R/W
R/W
13 (TYP.)
(TYP.) 14
7 (TYP.)
(TYP.) 15
(TYP.) 14
(TYP.) 16
17 (TYP.) 15
(TYP.) 16
5 5
5 (TYP.) 15
18 18
(64 LF)
(78 LF)
BEGIN 18
END 18
6 (TYP.)
CITY SPECIFICATION NO.
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:PLAN FILE NO. / LOCATION HN
1" = 8'
DEMOLITION PLAN
MITCHELL PARK REVITALIZATION PROJECT
HN
MG
BN
OCTOBER 2023
2000188
3 APPROVED: [Mo Day, Yr]
2 0
SCALE IN FEET
8 16
CONSTRUCTION NOTES
REMOVE AND DISPOSE (E) PICNIC TABLE AND FOUNDATIONREMOVE AND DISPOSE (E) BENCH AND FOUNDATIONREMOVE AND DISPOSE (E) BARBECUE PIT. REMOVE ELECTRICAL OUTLET, WIRING AND CIRCUIT BREAKERREMOVE AND DISPOSE (E) CONCRETE MOW STRIPPROTECT (E) TREEPROTECT (E) SHRUB/VEGETATION. SEE TREE PROTECTION NOTES, SHEET 3PROTECT (E) PARKING LIGHT (40 W LED)PROTECT (E) CONCRETE WALKWAYPROTECT (E) SIGN POST (E) LIGHT PULL BOX TO BE REPLACED. SEE SHEET 3(E) IRRIGATION BOX TO BE REPLACED. SEE SHEET 3
PROTECT (E) RAMP
ACCESSIBLE PATH TO MITCHELL PARK FROM PUBLIC RIGHT OF WAY PROTECT (E) 2" PVC ELECTRICAL CONDUIT WITH COPPER WIRING (AWG 10)REMOVE AND DISPOSE (E) IRRIGATION HEAD
ABANDON IRRIGATION LINE, EXCEPT FOR PIPE THAT IS EXPOSED OR IN THE WAY OF PROPOSED IMPROVEMENTS. THIS PIPE MUST BE REMOVED AND DISPOSED.
LIMITS OF GRADINGREMOVE AND DISPOSE (E) FENCE. THE (E) FENCE IS COVERED WITH VEGETATION AND MUST BE REMOVED. 123
LEGEND
REMOVE AND DISPOSE (E) CONCRETE WALKWAY
456789
REMOVE AND DISPOSE (E) CONCRETE WALKWAY AND IMPORT TOP SOIL AS FILL 101112
REMOVE AND DISPOSE (E) TURF AND VEGETATION. RE-GRADE AND AREA PREPARATION PER CITY SPECIFICATION SECTION 20. RELOCATE AND REPLACE INTERFERING PORTION OF (E) IRRIGATION ADJACENT TO NEW WALKWAY (SEE SHEET 3). 1314151617
1. THE SOIL IN THE PROPOSED FLATWORK MUST BE OVEREXCAVATED TO A MINIMUM DEPTH OF 2 FOOT BELOW FINISHED SURFACE.
2. THE SOIL SURFACE EXPOSED BY OVEREXCAVATION MUST BE SCARIFIED, MOISTURE CONDITIONED AND RE-COMPACTED.
3. IMPORT NON-EXPANSIVE SOIL PLACED IN COMPACTED LIFTS TO SUBGRADE ELEVATION.
GRADING NOTES
18
221.80
NG
221.20
NG
220.45
NG
220.00
NG
219.90
NG
219.80
NG
220.25
NG
221.97
NG
222.04CNC POL
221.98
CNC POL
221.84
CLF AP
220.71
NG 220.02
NG
63 TREE
219.87
DL
220.12
DL1
220.39
DL1
219.56
DL2
9.40 2
222.15
CNC POL GB
222.54
CNC
222.45
CNC AP
222.89
CNC POL
222.84
CNC AP
222.61
CNC POL
222.75
CNC POL
222.83CNC AP
222.74
CNC AP
22 C
222.56
CNC AP 222.52 CNC AP
220 70
220.53
CNC AP
220.56CNC AP
220.67
CNC AP
220.82
CNC POL/6IN MS
220.97
CNC AP
220.18
219.87
CNC POL
219.91CNC POL
220.03
NG
220.36
NG
220.82
NG
220.22
10IN TREE 220.82
MS
220.84
MS
220.76
LS W/24IN CNC BASE
220.947IN TREE
221.01
16IN TREE
220.78
MS
220.55
NG 220.01
NG
220.1124IN TREE
220.00
NG
9.72 NC POL
219.69
NG
219.87
NG 220.79
MS
220.65
MS AP
220.775IN TREE
220.79
12IN TREE
220.82
ICV
219.98
NG
220.29
NG
219.93
30IN TREE
219.49
BRICK AP 219.76
BRICK AP
219.74
BRICK AP
219.78
WD BENCH
219.37
BRICK AP
220.09
18IN TREE
220.23
NG
220.32
NG
226.76
RE
221.11
MS AP
220.97
FNCM BGN
221.24
MS END
221.25
CFFL
221.79TC
221.26
CFFS
221.21CFFS
220.82
NG 221.40 CL STRIPE
221.51
FL
221.96TC
221.22
NG 221.97
TC BC
221.98TC EC
221.53
FL
221.54
FL
221.97TC BC
222.00
TC EC
221.53
FL
221.30
NG
221.42
NG
221.54
NG222.09
TC
221.61
FL
221.54
SGN
221.74
LS W/24IN CNC BASE
221.92
LS PB
222.12
MS
221.88
MS
221.70
FL
222.20TC
222.21
TC BC
221.73
FL
221.75
FL
222.27TC EC
222.30TC BC
221.74
FL
221.75
FL
222.27TC EC
222.08
ICV
222.14
ICV
222.18
ICV 222.08 ICV
221.83
NG
222.17
ICV
222.29
CNC AP
222.30
CNC POL
222.26
TC
221.83
FL
222.16
18IN TREE
222.27SGN
222.29SGN
222.28SGN
222.28
LS W/24IN CNC BASE
222.29
LS PB
222.31
RMP GB
222.31
RMP GB
221.93
BX/FL
221.92
BX/FL
222.25TX
221.88
FL
222.25TX
221.94
BX/FL
221.93
BX/FL
222.25TX
222.26TC
221.88
FL
222.42
RMP GB
222.37
RMP GB
222.41
BW AP
222.42
END HAND RAIL
222.44CNC POL@STEP
222.27TC AP
221.91
FL
222.28TC
222.30
CNC BC
221.67
AC
221.56
AC
221.56
AC
221.42CL STRIPE221.42
CL STRIPE
221.40
CL STRIPE 221.25 CL STRIPE END
220.83
NG
221.20
CFFS
221.42CL STRIPE
221.41
CL STRIPE
221.57
AC
221.70
CL STRIPE
221.68
CL STRIPE
221.69STRIPE AP
221.68
STRIPE AP
221.67STRIPE AP
221.63
STRIPE AP
222.33
CNC POL
222.50
CNC AP
222.67
CNC POL
222.57
BLDG AP
222.46
CNC POL
222.24
TC
221.93
FL
222.62
NG
222.26
TX
222.30
ICV
222.44
END RAIL
222.43
CNC AP
222.45
CNC POL
222.53
LS PB
222.57
NG
222.82
AC UNIT PAD AP
222.73
AC UNIT PAD AP
222.76
AC UNIT PAD AP
222.31
LS PB
225.45TOP STEP
222.68
BLDG AP
225.63
CNC AP/2.5OS CNC AP
223.02
NG
225.65CNC AP
225.66CNC POL
225.58CNC AP
224.30
BLDG AP
225.44TOP STEP POL 12IN TO TOP STP AP
225.24
CNC RMP POL
225.27CNC RMP POL
224.17
CNC RMP POL
224.13CNC RMP POL
223.34
CNC RMP AP
223.37CNC RMP AP/MS
223.05
NG
222.43
LS PB
222.45
LS W/24IN CNC BASE
222.61CNC AP
222.49
CNC AP/CLRD POC
222.57
BTM RMP
222.54
CNC CLRD2 POC
222.35CNC AP/ CLRD2 POC
222.35
CNC EC
222.33
CNC POC
222.64
CNC POL
222.75CNC POL@RMP
222.06
CNC CLRD2 POC
221.93
CNC CLRD2 POC
222.29
CNC CLRD2 POC
222.38
CNC CLRD2 POC
222.24CNC 221.48 NG
220.57
NG
222.19
CNC AP/CLRD3 POC
222.13
CNC AP/CLRD3 POC
222.20
CNC AP/CLRD3 POC
222.19
CNC AP/CLRD POC
222.20CNC AP/CLRD3 POC 221.97 NG
222.41CNC CLRD POC
222.10
CNC CLRD POC
222.12
CLF/FNCW
222.33
BBQ AP
222.42
BBQ AP
222.35
BBQ AP
222.41
CNC AP/CLRD POC
222.47
CNC EC/CLRD POC
222.50
CNC POC
222.60
CNC BC
222.60
CNC POL/MS
222.50
ICV
222.67
ICV
222.54
BLDG AP 222.82
AC UNIT AP
222.76
AC UNIT AP
222.85
AC UNIT AP
222.93
AC UNIT1 AP
222.91
AC UNIT1 AP
222.91
AC UNIT1 AP
222.90
NG
223.21
MS AP
223.15
NG
223.85
CNC AP
223.87
CNC AP 22X26
223.11
NG
222.82
222.71 FNCW END
CNC POL
222.53
FNCW AP
231.19
RL BLDG
231.13
RL BLDG
E E E E E E
E E E E E E E E
E
E
E E
E E E E E E E E E E
E E E E E E E
E E E E E
W W W W W W W W W W W W W W W W W W W W W W W W
W W W W
W W
W W W W W W W W W
W W W W
E E E E E
E E E E E E E E E E E
E E E E
(2.0%)
1.5%
0.8%
0.5%
1.0%
(0.5%)1.6% 1.4%
2.0%
0.5%
0.3%
1.6%
0.2%
1.5%
10%
MAX
0.5%
3.5%
3.2%
0.5%
0.5%
1.0%
0.5%
0.5%
MAX
10%
R=40.0'
7.5' 14.2'
4.0'
L=14.0'R=7.0'
18.6'
11.7'
4.7' 9.9'
5.7'
15.3'
9.9'
L=8.0'
R=5.0'
22.2'
5.0' 8.0' 45.0'
1 2
19 20
4 11
7 (TYP.)
(TYP.)
21 (TYP.)
9 13
13 6
220.54 FS
220.42 FS
222.50 TC
220.86 FS
222.00 FS
222.08 FS
220.64 FS
222.17 FS/HP
222.13 FS
222.04 FS
(221.98 FS)
222.21 FS
222.50 FS
223.21 FS
(222.17 FG)
223.43 FS
(222.10 FG)
223.50 FS
223.35 FS (222.38 FG) 222.62 FS (222.82 FS)
(222.84 FS) 222.64 FS
222.59 FS
(222.61 FS/HP)
(222.56 FS)
222.65 FS
(222.33 FS) (222.52 FS)
222.31 FS
1.5%
9.0'
5.0' 21.0' 5.3'
26.0' 5.0' 1.5%
(N) 21'X26' SHADE
STRUCTURE
17 57.8'
14 220.59 FS
4 15
16 223.93 TC
10 223.71 TC
224.00 TC
SENIOR CENTER
PARKING LOT
5.0'
(2.0%)
25.2'
41.0'
19 15
4.8'
11 18
18 18
220.71 FS
221.14 TC
220.64 FS
221.09 TC
220.76 FS
3.2%
12 12.4' 16.5' 16.5' 12.4'
5.0'
(220.82 FS) 220.66 FS
222.63 TC
222.54 TC
1.0% 221.08 TC 3
A
8 3
3 15
(TYP.)
2 2
(TYP.) 16
1.0%
R=40'
1.4%
222.58 FS
1.0%
0.5%
222.35 FS
22 (TYP.)
9.0'
23 23
15' MAX (TYP.)
4.8'
57.8' ROOT BARRIER
PER DETAIL B, THIS SHEET
3 B
(TYP.) 22
8.0'
5.0'
5 15
4.0'
(1.3%)
0.9% 0.9% 0.5%
1.4%
1.0% 222.58 TC
0.9%
220.60 FS
220.83 FS
8.0'
2 220.47 FS220.52 FS
8.5' R=9.4'
14 14
14 23
23 8.9'
12.1'
4.0'
MIN.
2 2
2 2
2 4.0'
5.0'
11 11
(64 LF)
(78 LF)
(95 LF)
(29 LF) 11
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION HN
1" = 6'
GRADING AND LAYOUT PLAN
MITCHELL PARK REVITALIZATION PROJECT
HN
MG
BN
OCTOBER 2023
2000188
3 APPROVED: [Mo Day, Yr]
3 0 SCALE IN FEET 6 12
CONSTRUCTION NOTES
PROTECT (E) RAMPPROTECT (E) TREE. SEE TREE PROTECTION NOTESPROTECT (E) 2" PVC ELECTRICAL CONDUIT WITH COPPER WIRING (AWG 10)PROTECT (E) LIGHT POLEFREESTANDING CONCRETE CHESS TABLE AND SEATS BY STONE AGE (MARBLE BOARD) - GREY. ANCHORS PERMANUFACTURERS RECOMMENDATIONS.BOCCE BALL COURT SURFACE & CONCRETE CURB PER DETAIL A, THIS SHEET 8 FEET WIDE PICNIC TABLE BY THE PARKS AND FACILITIES CATALOG MODEL 129-1178-3. SURFACE MOUNT PER DETAIL
E, THIS SHEET
8 FEET WIDE ADA ACCESSIBLE PICNIC TABLE BY THE PARKS AND FACILITIES CATALOG MODEL 129-1212 (2' OVERHANG ON ONE SIDE). SURFACE MOUNT PER DETAIL E, THIS SHEET.
6 FEET WIDE CITY BENCH PER CITY STD. 9040 (RENAISSANCE MEMORIAL) RAISED STAGE PER DETAIL C, THIS SHEET.
INSTALL FENCE PER DETAIL D, THIS SHEET.
BOCCE BALL COURT 4' GATE PER DETAIL E, THIS SHEET. MAX PUSH/PULL FORCE OF 5 LBS.LIMITS OF GRADING.LIGHT POST PER CITY STD. 7915. THE FOOTING MUST BE RAISED 6" ABOVE GROUND SURFACE. 2" PVC (SCH 40) ELECTRICAL CONDUIT WITH BELL END. 24" MINIMUM BELOW GROUND SURFACE PROTECT (E) SHRUB/VEGETATION. SEE TREE PROTECTION NOTESPROTECT (E) SIGNPROTECT (E) 2" WATER. SLEEVE UNDER ALL WALKWAY AND COURT SURFACE PER CITY STD. 6210, NOTE 10.REPLACE PULL BOX AND CONNECT TO EXISTING PARKING LIGHT CIRCUIT. INSTALLATION MUST CONFORM TO THEPROVISIONS IN CITY SPECIFICATIONS SECTION 86 AND CITY STD. 7520.REPLACE IRRIGATION BOX ADJACENT TO NEW WALKWAY SHADE SAIL STRUCTURE AND FOOTING. FOOTING PEDESTAL TO BE SAME SIZE AS COLUMN BASE AND 1" ABOVE FINISHED SURFACE. SHADE-N-NET 4-COLUMN 21'X26' TRIANGLE SAIL SHADE (FOREST GREEN) AT 10-16 ENTRY HEIGHT AND BLACK POWER COATED FRAME (T902-BKK208). INSTALL PER MANUFACTURE'S INSTRUCTION.
RAINBIRD 1812 IRRIGATION HEAD PER ENG. STD. 8650.
2" PVC (SCH 40) IRRIGATION. INSTALL PER ENG. STD. 8610. 123
LEGEND
RAISED STAGE (CLASS 2 CONCRETE) PER DETAIL C, THIS SHEET. WEAKENED PLANE JOINTSPER PLANS (1.5" DEEP) CONCRETE WALKWAY (CLASS 2 CONCRETE) PER CITY STD. 4110. REINFORCED WITH #4 REBAR @24" O.C EACH WAY. WEAKENED PLANE JOINTS AT 10' EACH WAY.BOCCE BALL COURT SURFACE & CONCRETE CURB (CLASS 2 CONCRETE)PER DETAIL A, THIS SHEET 456789
1011121314
SCALE: NTS
METAL FENCE D
8' MAX SPACING 1"
3'-6"
2"
3'
3"
10"
5 143
2 1
NOTES:
1. FENCE MANUFACTURER: AMERISTAR.
2. FENCE STYLE: MONTAGE II MAJESTIC WITH 2-RAIL PANELS,
EXTENDED BOTTOM WITH BLACK POWDER COAT FINISH
1-3/4" TOP & BOTTOM RAILS1" SQUARE PICKET, 14 GA
SQUARE POST, 2-1/2" X 12 GA
INDUSTRIAL FLAT MOUNT BRACKET
CLASS 3 CONCRETE FOOTING
1 LEGEND:
2345
151617
1/2" RADIUS MAX (TYP.)
6" RISER (TYP.)
12" TREAD
FINISHED SURFACE
FINISHED GROUND
SCALE: NTS
RAISED STAGE C
6" CLASS 2 AB
95% COMPACTION
6" WARNING CURB
NOTES:
1. SEE CITY STD. 4110 FOR ADDITIONAL REQUIREMENTS
2. REINFORCEMENT MUST HAVE A MINIMUM COVER OF 3 INCHES
#4 REBAR @ 24" O.C.
4"
#4 REBAR
@24" O.C.
#4 REBAR CONTINUOUS
INSTALL 3" WIDE PHOTOLUMINESCENCE
STRIP NO MORE THAN 1 INCH FROM NOSINGON ALL STAIR TREADS
1. RELOCATE AND REPLACE INTERFERING PORTION OF IRRIGATION ADJACENT TO NEW WALKWAY
2. IRRIGATION TO BE TESTED BEFORE AND AFTER CONSTRUCTION. ANY DAMAGED IRRIGATION HEADS MUST BE REPLACED AT CONTRACTOR'S EXPENSE.
3. ANY EXISTING IRRIGATION LINES THAT CROSS THE PROPOSED WALKWAY AND BOCCE BALL COURT MUST BE SLEEVED PER CITY SPECIFICATIONS SECTION 20-2.01C(E)b
4. COVERAGE TEST - CONTRACTOR TO ADJUST ALL SPRINKLERS FOR PROPER COVERAGE.
5. CONTRACTOR MUST COORDINATE THE SHUTDOWN OF WATER A MINIMUM OF ONE WEEK PRIOR TO START OF CONSTRUCTION WITH PARKS MAINTENANCE.
IRRIGATION NOTES
LIMITS OF GRADING. REMOVE EXISTING TURF AND IMPORT TOP SOIL AS FILL.
SPREAD AND MIX SOIL AMENDMENT. APPLY "PERENNIAL RYEGRASS" MIXTURE AT THE RATE OF 10-12 POUNDS OF SEED PER 1,000 SQUARE FEET. COMPLETE WORK PER CITY SPECIFICATIONS SECTION 20.
WHEN CUTTING/DRILLING RAILS OR POSTS ADHERE TO THE FOLLOWING STEPS
1. REMOVE ALL METAL SHAVINGS FROM CUT AREA.
2. APPLY ZINC-RICH PRIMER TO THOROUGHLY COVER CUT EDGE AND/OR DRILLED HOLE; LET DRY.
3. APPLY 2 COATS OF CUSTOM FINISH PAINT MATCHING FENCE COLOR. AMERISTAR SPRAY CANS OR PAINT PENS MUST BE USED TO PRIME AND FINISH EXPOSED SURFACES. 1819
4' GATE
4 3
1 2
(TYP.)
7 SQUARE FORK LATCHSQUARE BOX HINGE
FENCE PER DETAIL D, THIS SHEETFOOTING PER DETAIL D, THIS SHEET SQUARE POST, 2-1/2" X 12 GA
BOCCE BALL COURT CONCRETE CURB PER DETAIL A, THIS SHEET 1" X 6" TREX COMPOSITE BOARD. TEKS #12 X 1-1/2" SHEET METAL SCREW TO GATE @ 2' O.C. COUNTERSET SCREW.
LEGEND:
1234
NOTES:
1. GATE AND HARDWARE BY AMERISTAR
2. GATE STYLE: MONTAGE II MAJESTIC WITH 2-RAIL PANELS, FLUSH
BOTTOM WITH BLACK POWDER COAT FINISH
3. GATE MUST HAVE SMOOTH SURFACE ON BOTH SIDES WITHIN 10" VERTICALLY OF FINISHED SURFACE.
5 5
6 SCALE: NTS
BOCCE BALL COURT 4' GATE E
3'-6" 6
7 1" CLEAR
4'-0"
20 6" CURB
3/4" RADIUS (TYP.)
FINISHED
SURFACE
2.0' MAX
6" CURB#4 REBAR CONTINUOUS @ 12" O.C. EACH WAY (TYP.)
NTS
COURT SURFACE & CONCRETE CURB A
8" VARIES
(N) FENCE PER DETAIL D,
THIS SHEET (TYP.)
CLASS 2 AGGREGATE BASE
6" MIN. DEPTH, COMPACTED TO 95%
DG PLAYING SURFACE
2" MIN. DEPTH, COMPACTED TO 95%
1" X 6" TREX COMPOSITE BOARD (PEBBLE GREY)
TAPCON 1/4" X 2-3/4" LAG SCREW TO CURB AT 2' O.C.
COUNTERSET LAG SCREWS (TYP.)
6" CURB
6" CLASS 2 AB95% COMPACTION
6" CLASS 2 AB
95% COMPACTION
21 3-3/4" (TYP.)
3'-0"
2223
TREE PROTECTION NOTES
1. WHERE TRIMMING OF EXISTING VEGETATION IS REQUIRED DURING CONSTRUCTION IT MUST BE DONE IN A MANNER TO REMOVE THE MINIMUM POSSIBLE AMOUNT OF VEGETATION AND LEAVE THE REMAINING IN AN ATTRACTIVE CONDITION.REFER TO CITY STANDARD SPECIFICATIONS SECTION 77-1.03A FOR ADDITIONAL REQUIREMENTS. CONTRACTOR TOHIRE CERTIFIED ARBORIST FOR TREE TRIMMING TO ALLOW NECESSARY CLEARANCE FOR THE PROPOSED IMPROVEMENTS AND EQUIPMENT CLEARANCE.
2. ALL ROOTS MUST BE HAND CUT: EG. RECIPROCATING SAW, CHAINSAW, LOPPERS, HANDSAW, AXE.
SCALE: NTS
ROOT BARRIER B
12"
ROOT BARRIER
6"
CONCRETE WALKWAY
PER PLANS
#4 REBAR CONTINUOUS
TOP AND BOTTOM
4"
18"
6"
6"
FINISHED
SURFACE
6" CURB
6"
1'x4' CONC. FOOTING,
TYP. AT EA SUPPORT.
ANCHORS PER
MANUFACTURERRECOMMENDATIONS
4.0' TWO #4 BAR, TOP & BOTTOM, LAP DOWN & TIE
6" CLASS 2 AB
95% COMPACTION
1.0'
CONCRETE WALKWAY
PER PLANS
SCALE: NTS
PICNIC TABLE FOUNDATION E
4.0'
1.0'
SPECIAL PROVISIONS
FOR
CITY OF SAN LUIS OBISPO
Mitchell Park Revitalization Project
Specification No. 2000188
September 2023
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
919 Palm Street
San Luis Obispo, CA 93401
(805) 781-7200
Mitchell Park Revitalization Project
Specification No. 2000188
Approval Date: October 17, 2023
Hai Nguyen
October xx, 2023
Brian Nelson
October xx, 2023
TABLE OF CONTENTS
NOTICE TO BIDDERS ..................................................................................................... I BID SUBMISSION ...................................................................................................................................... I BID DOCUMENTS .................................................................................................................................... II PROJECT INFORMATION........................................................................................................................ II QUALIFICATIONS .................................................................................................................................... III AWARD ..................................................................................................................................................... V ACCOMMODATION .................................................................................................................................. V BID FORMS .................................................................................................................... A BID ITEM LIST FOR MITCHELL PARK REVITALIZATION PROJECT, SPECIFICATION NO. 2000188A LIST OF SUBCONTRACTORS ................................................................................................................ C PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT .............................................................. D PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE ......................................................... D PUBLIC CONTRACT CODE SECTION 10232 STATEMENT ................................................................. D LABOR CODE SECTION 1725.5 STATEMENTS ................................................................................... D NON-COLLUSION DECLARATION .......................................................................................................... F BIDDER ACKNOWLEDGEMENTS .......................................................................................................... G QUALIFICATIONS .................................................................................................................................... H ATTACH BIDDER'S BOND TO ACCOMPANY BID ................................................................................... I SPECIAL PROVISIONS .................................................................................................. 1 DIVISION I GENERAL PROVISIONS ....................................................................................................... 1 1 GENERAL ........................................................................................................................................... 1 3 CONTRACT AWARD AND EXECUTION ........................................................................................... 1 4 SCOPE OF WORK ............................................................................................................................. 2 7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC ....................................................... 2 8 PROSECUTION AND PROGRESS ................................................................................................... 2 DIVISION VIII MISCELLANEOUS CONSTRUCTION .............................................................................. 3 73 CONCRETE CURBS AND SIDEWALKS ......................................................................................... 3 80 FENCES ........................................................................................................................................... 3 DIVISION XII BUILDING CONSTRUCTION ............................................................................................. 6 99 BUILDING CONSTRUCTION ........................................................................................................... 6 DIVISION XIII APPENDICES .................................................................................................................... 7 APPENDIX A - FORM OF AGREEMENT ....................................................................... 0 APPENDIX B – GEOTECHNICAL REPORT ................................................................... 3
NOTICE TO BIDDERS
i
NOTICE TO BIDDERS
BID SUBMISSION
Sealed bids will be received by the City of San Luis Obispo at the Public Works Administration Office located at 919 Palm Street, San Luis Obispo California, 93401 until 11:00 a.m. on November 16, 2023
at which time they will be publicly opened and read aloud. Public bid opening may be accessed via Microsoft Teams video conference and conference call. In person attendance will be permitted. Attendees are encouraged to wear face masks and practice social distancing. Use the following link:
https://teams.microsoft.com/l/meetupjoin/19%3ameeting_MzdjYjU1N2ItMTIyMy00YTBiLWExODktYTcyNmM0NGM5NGE3% 40thread.v2/0?context=%7b%22Tid%22%3a%22a78b182d-94e4-4507-a9a9- 330dcb148164%22%2c%22Oid%22%3a%22a8add278-38fa-47c3-8727- acd5a57b58ec%22%7d
or join by phone with this number: 1 (209) 645-4165 with Conference ID: 387 397 674# Submit bid in a sealed envelope plainly marked:
Mitchell Park Revitalization Project, Specification No. 2000188 Any bid received after the time and date specified will not be considered and will be returned to the bidder unopened. Bids received by Fax or Email will not be considered.
By submission of bid you agree to comply with all instruction and requirements in this notice and the contract documents.
All bids must be submitted on the Bid Item List form(s) provided and submitted with all other Bid Forms included in these Special Provisions.
Each bid must be accompanied by either a:
1. certified check
2. cashier's check
3. bidder's bond
made payable to the City of San Luis Obispo for an amount equal to ten percent of the bid amount as a guaranty. Guaranty will be forfeited to the City San Luis Obispo if the bidder, to whom the contract is awarded, fails to enter into the contract.
The City of San Luis Obispo reserves the right to accept or reject any or all bids or waive any informality in a bid.
All bids are to be compared based on the City Engineer's estimate of the quantities of work to be done, as shown on the Bid Item List.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
ii
Bids will only be accepted from bidders that are licensed in compliance with the provisions of Chapter 9, Division III of Business and Professions Code.
The award of the contract, if awarded, will be to the lowest responsive bid submitted by a responsible contractor whose bid complies with the requirements prescribed. If the contract is awarded, the contract will be awarded within 60 calendar days after the opening of the bids.
Failure to raise defects in the notice to bidders or bid forms prior to bid opening constitute a waiver of those defects.
BID DOCUMENTS
A copy of the plans and special provisions may be downloaded, free of charge, from the City’s website at:
www.slocity.org/government/department-directory/public-works/public-works-bidsproposals No printed copies are available for purchase at the City office.
Standard Specifications and Engineering Standards referenced in the Special Provisions may be downloaded, free of charge, from the City’s website at:
www.slocity.org/government/department-directory/public-works/documentsonline/construction-documents You are responsible to obtain all issued addenda prior to bid opening. Addenda will be available to download at the City’s website listed above or at the office of the City Engineer.
Questions must be submitted through BidSync so that it is available to the public. Contact the project manager, Hai Nguyen at 805-781-7108 or the Public Works Department at (805) 781-7200 prior to bid opening to verify the number of addenda issued.
You are responsible to verify your contact information is correct on the plan holders list located on the City’s website at:
www.slocity.org/government/department-directory/public-works/public-works-bidsproposals.
PROJECT INFORMATION
In general, the project includes removal of existing and installation of new shade structure, benches, picnic tables, chess tables and bocce ball court.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
iii
The project estimated construction cost and contract time established for the project is a follows:
BASE BID: $211,000 35 working days
ADDITIVE ALTERNATIVE “A” $30,000 5 working days
TOTAL PROJECT BID (BASE BID + ADD ALT. “A”): $241,000
Base Bid contract time is established as 35 working days. Award of Additive Alternative “A” will add an additional 5 working days to the contract length.
The fixed liquidated damages amount is established at $500 per day for failure to complete the work within the contract time.
In compliance with section 1773 of the Labor Code, the State of California Department of Industrial Relations has established prevailing hourly wage rates for each type of workman. Current wage rates may be obtained from the Division of Labor at:
https://www.dir.ca.gov/oprl/DPreWageDetermination.htm
This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
QUALIFICATIONS
You must possess a valid Class A Contractor's License at the time of the bid opening.
You and any subcontractors required to pay prevailing wage must be registered with the Department of Industrial Relations pursuant to Section 1725.5 of the Labor Code.
You must have experience constructing projects similar to the work specified for this project. Provide three similar reference projects completed as either the prime or subcontractor. All referenced projects must have been completed within the last five years from this project’s bid opening date.
One of the three referenced projects must have been completed under contract with a city, county, state or federal government agency as the prime contractor.
All referenced projects must be for ADA compliance concrete flatwork within public parks or public right of way.
Failure to provide reference projects as specified in this section and as required on the qualification form is cause to reject a bid as being non-responsive.
The City reserves the right to reject any bid based on non-responsiveness if a bidder fails to provide a bid that complies with all bidding instructions.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
iv
The City reserves the right to reject a responsive bid based on the non-responsibility of the bidder if the Director of Public Works or Designee finds, after providing notice and a hearing to the bidder, that the bidder lacks the
1. knowledge
2. experience,
3. or is otherwise not responsible
as defined in Section 3.24 of the San Luis Obispo Municipal Code to complete the project in the best interest of the City.
Rejected bidders may appeal this determination. Appeal must comply with the requirements in this Notice to Bidders.
It is the City of San Luis Obispo’s intent to award the contract to the lowest responsive bid submitted by a responsible bidder. If in the bidder’s opinion the contract has been or may be improperly awarded, the bidder may protest the contract award.
Protests must be filed no later than five working days after either:
1. bid opening date
2. notification of rejected bid.
Protest must be in writing and received by the project manager located at:
919 Palm Street
San Luis Obispo, CA 93401.
Valid protests must contain the following information:
1. the reasons for the protest
2. any supporting documentation
3. the ruling expected by the City to remedy the protest.
Any protest not containing all required information will be deemed invalid and rejected.
The City will consider additional documentation or other supporting information regarding the protest if submitted in compliance to the specified time limits. Anything submitted after the specified time limit will be rejected and not be considered.
The Director of Public Works or Designee may request additional information to be submitted within three days of the request, unless otherwise specified, and will notify the protester of ruling within ten days of determination.
If the protester is not satisfied with ruling, the protester may appeal the ruling to the City Council in compliance with Chapter 1.20 of the City of San Luis Obispo Municipal Code.
Pursuant to the Public Records Act (Government Code, § 6250, et seq.), the City will make public records available upon request.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
v
AWARD
The lowest bidder will be determined in compliance with Public Contract Code Section 20103.8(c) with the Publicly Disclosed Funding Amount of $211,000 using either:
TOTAL PROJECT BID, if bid for Base Bid + Add. Alt. “A” is less than $211,000 or BASE BID, if Base Bid is less than $211,000 and Base Bid + Add. Alt. “A” is greater than $211,000.
As a condition to executing a contract with the City, two bonds each equal to one hundred percent of the total contract price are required in compliance with Section 3-1.05 of the Standard Specifications.
You may substitute securities for moneys withheld under the contract in compliance with the provisions of the Public Contract Code, Section 10263.
ACCOMMODATION
If any accommodations are needed to participate in the bid process, please contact Argelia Chang at (805) 781-7200 or by Telecommunications Device for the Deaf at (805) 781-7107. Requests should be made as early as possible in the bidding process to allow time for accommodation.
BID FORMS
A
BID FORMS
All bid forms must be completed and submitted with your bid. Failure to submit these forms and required bid bond is cause to reject the bid as nonresponsive. Staple all bid forms together.
THE UNDERSIGNED, agrees that they have carefully examined:
1. the location of the proposed work
2. the plans and specifications
3. read the accompanying instructions to bidders
and propose to furnish all:
4. materials
5. labor
to complete all the required work satisfactorily in compliance with
6. plans
7. specifications
8. special provisions
for the prices set forth in the bid item list:
BID ITEM LIST FOR MITCHELL PARK REVITALIZATION PROJECT, SPECIFICATION NO. 2000188
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures) 1 3 COMPLY WITH BUILDING
PERMIT REQUIREMENTS LS 1 -------------
2 15 DEMOLITION AND REMOVAL OF
EXISTING IMPROVEMENT LS 1 -------------
3 19 OVEREXCAVATION AND
GRADING LS 1 -------------
4 20 TREE TRIMMING LS 1 -------------
5 15,20 INSTALL IRRIGATION PIPING
AND SPRINKLER SYSTEM LS 1 -------------
6 73 INSTALL (N) CONCRETE
WALKWAY SQFT 2340
7 73 INSTALL (N) RAISED STAGE EA 1 -------------
8 80 INSTALL FENCE LF 125
9 80 INSTALL GATE EA 1 -------------
10 86 INSTALL LIGHT POST AND
CONDUIT PER CITY STD. 7915 EA 4
11 86 INSTALL LIGHT PULL BOX PER
CITY STD. 7915 EA 6
12 99 INSTALL BOCCE BALL COURT
(8 FT X 45 FT) EA 1 -------------
13 99 INSTALL SHADE STRUCTURE
(21 FT X 26 FT) EA 1 -------------
BID FORMS
BID FORMS
B
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures) 14 99 INSTALL 6 FT BENCH EA 1 -------------
Base Bid $
15 99 INSTALL PICNIC TABLE EA 4
16 99 INSTALL CHESS TABLE EA 3
Additive Alternative A $
Total Project Bid = (Base Bid + Additive Alternative A) $ Company Name:
(1) refers to section in the Standard Specifications, with modifications in the Special Provisions, that describe required work.
BID FORMS
BID FORMS
C
LIST OF SUBCONTRACTORS
Pursuant to Section 4100 of the Public Contracts Code and section 2-1.33C of the standard specifications, the Bidder is required to furnish the following information for each Subcontractor performing more than 1/2 percent (0.5%) of the total base bid. Do not list alternative subcontractors for the same work. Subcontracting must not total more than fifty percent (50%) of the submitted bid except as allowed in section 5-1.13 of the standard specifications.
For Streets & Highways projects, subcontractors performing less than ten thousand dollars ($10,000) worth of work need not be mentioned. Subcontractors required to pay prevailing wage, must be registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 to be listed.
NOTE: If there are no subcontractors, write “NONE” and submit with bid.
Name Under Which
Subcontractor is Licensed License Number
DIR Public
Works
Registration
Number
Address and Phone
Number of Office, Mill or
Shop
Specific
Description of
Subcontract
% of
Total
Base
Bid
Attach additional sheets as needed.
BID FORMS
BID FORMS
D
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT
In compliance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the bidder hereby declares under penalty of perjury under the laws of the State of California that the bidder, or any subcontractor to be engaged by the bidder, has ____, has not ____ been convicted within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term "bidder" is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1.
NOTE: The bidder must place a check mark after "has" or "has not" in one of the blank spaces provided. The above Statement is part of the Bid. Signing this Bid on the signature portion constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE
In compliance with Public Contract Code Section 10162, the Bidder must complete, under penalty of perjury, the following questionnaire:
Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation?
Yes No
If the answer is yes, attach a letter explaining the circumstances PUBLIC CONTRACT CODE SECTION 10232 STATEMENT
In compliance with Public Contract Code Section 10232, you hereby state under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against you within the immediately preceding two-year period because of your failure to comply with an order of a federal court which orders you to comply with an order of the National Labor Relations Board.
LABOR CODE SECTION 1725.5 STATEMENTS
The bidder has delinquent liability to an employee or the state for any assessment of back wages or related damages, interest, fines, or penalties pursuant to any final judgment, order, or determination by a court or any federal, state, or local administrative agency, including a confirmed arbitration award. Any judgment, order, or determination that is
BID FORMS
BID FORMS
E
under appeal is excluded, provided that the contractor has secured the payment of any amount eventually found due through a bond or other appropriate means.
Yes No
The bidder is currently debarred under Section 1777.1 or under any other federal or state law providing for the debarment of contractors from public works.
Yes No
NOTE: The above Statements and Questionnaire are part of the Bid. Signing this Bid on the signature portion constitute signature of this Statement and Questionnaire. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
BID FORMS
BID FORMS
F
NON-COLLUSION DECLARATION
I, , declare that
I am of ,
the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone refrained from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.
Executed on , 20 , in __
I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct.
(Signature and Title of Declarant)
(SEAL)
Subscribed and sworn to before me
this _______day of _________, 20_____
Notary Public
Company Name:____________________
BID FORMS
BID FORMS
G
BIDDER ACKNOWLEDGEMENTS
By signing below, the bidder acknowledges and confirms that this bid is based on the information contained in all contract documents, including the notice to bidders, plans, specifications, special provisions, and addendum number(s) . (Note: You are responsible to verify the number of addenda prior to the bid opening.)
The undersigned further agrees that in case of default in executing the required contract, with necessary bonds, within eight days, (not including Saturdays, Sundays, and legal holidays), after having received a mailed notice that the contract is ready for signature, the proceeds of the check or bond accompanying his bid will become the property of the City of San Luis Obispo.
Licensed in accordance with an act providing for the registration of contractors, License No. , Expiration Date .
The above statement is made under penalty of perjury, and any bid not containing this information "will be considered non-responsive and will be rejected” by the City.
Signature of Bidder
(Print Name and Title of Bidder)
DIR– Public Works
Registration No:
Business Name (DBA):
Owner/Legal Name:
Indicate One: Sole-proprietor Partnership Corporation List Partners/Corporate Officers:
Name Title
Name Title
Name Title
Business Address
Street Address
Mailing Address
City, State, Zip Code
Phone Number
Fax Number
Email Address
Date
BID FORMS
BID FORMS
H
QUALIFICATIONS
Failure to furnish complete reference information ON THIS FORM, as specified in this project’s Notice to Bidders and indicated below, is cause to reject the bid. Additional information may be attached but is not a substitute for this form.
Reference Number 1
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Did this project include ADA
compliance concrete flatwork within
public parks or public right way?
Yes □ No □
Describe the services provided and how this project is similar to that which is being bid:
Date project completed:
Was this contract for a public agency?
Yes □ No □
Reference Number 2
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Did this project include ADA
compliance concrete flatwork within
public parks or public right way?
Yes □ No □
Describe the services provided and how this project is similar to that which is being bid:
Date project completed:
Was this contract for a public agency?
Yes □ No □
Reference Number 3
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Did this project include ADA
compliance concrete flatwork within
public parks or public right way?
Yes □ No □
Describe the services provided and how this project is similar to that which is being bid:
Date project completed:
Was this contract for a public agency?
Yes □ No □
BID FORMS
BID FORMS
I
ATTACH BIDDER'S BOND TO ACCOMPANY BID
Know all men by these presents:
That we ____________________________________________, AS PRINCIPAL, and _______________________________________________________, AS SURETY, are held and firmly bound unto the City of San Luis Obispo in the sum of:
____________________________________________________ Dollars (_____________) to be paid to said City or its certain attorney, its successors and assigns; for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents:
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the certain bid of the above bounden ______________________________________________________________________ to construct ___________________________________________________________________ (insert name of street and limits to be improved or project) dated _____________________ is accepted by the City of San Luis Obispo, and if the above bounden _______________________________________________________, his heirs, executors, administrators, successors, and assigns shall duly enter into and execute a contract for such construction and shall execute and deliver the two bonds described within ten (10) days (not including Saturdays, Sundays, or legal holidays) after the above bounden,
______________________________________________________, has received notice by and from the said City of San Luis Obispo that said contract is ready for execution, then this obligation shall become null and void; otherwise, it shall be and remain in full force and virtue.
IN WITNESS WHEREOF, we hereunto set our hands and seals this ___ day of ______, 20____.
Bidder Principal:
Signature Date
Title:
Surety:
Bidder's signature is not required to be notarized. Surety's signature must be notarized.
Equivalent form may be substituted
(Rev. 6-30-14)
SPECIAL PROVISIONS
1 SPECIAL PROVISIONS
ORGANIZATION
Special provisions are under headings that correspond with the main section heading of the Standard Specifications. Each special provision begins with a revision clause that describes or introduces a revision to the Standard Specifications. Any paragraph added or deleted by a revision clause does not change the paragraph number of the Standard Specifications for any other reference to a paragraph of the Standard Specifications.
DIVISION I GENERAL PROVISIONS
1 GENERAL
Add to Section 1-1.01 GENERAL:
The work must be done in compliance with the City of San Luis Obispo, Department of Public Works:
1. Mitchell Park Revitalization Project Special Provisions
2. City of San Luis Obispo Standard Specifications and Engineering Standards – 2020 edition
3. State of California, Department of Transportation Standard Specifications and Standard Plans – 2015 edition
In case of conflict between documents, governing ranking must comply with section 5-
1.02 of the City of San Luis Obispo’s Standard Specifications.
Failure to comply with the provisions of these sections is a material breach of contract:
1. Sections 5 through 8 of the Standard Specifications
2. Section 12 through 15 of the Standard Specifications
3. Section 77-1 of the Standard Specifications
4. Section 81 of the Standard Specifications
5. authorized working hours
6. OSHA compliance
3 CONTRACT AWARD AND EXECUTION
Add Section 3-1.18B CONTRACT EXECUTION, Building Permit 3-1.18B Building Permit
The contractor must obtain a no-fee building permit from the Community Development Department. All requirements of the building permit shall be applied to the project including but not limited to the required 72 hours in advance notification for timing of inspections.
SPECIAL PROVISIONS
SPECIAL PROVISIONS
2 4 SCOPE OF WORK
Add to Section 4-1.03 WORK DESCRIPTION:
Comply with the provisions of Sections 3, 15, 19, 20, 73, 80, 86 and 99 for general, material, construction, and payment specifics.
7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
Add to Section 7-1.03B PUBLIC CONVENIENCE, Traffic Control Plan Work hours are restricted to 7:00 A.M. and 4:00 P.M (Monday through Friday).
Provide traffic control plan and traffic control application at or before the preconstruction meeting. Traffic control plan must be drawn to scale. Traffic control application may be obtained on the City’s website:
www.slocity.org/government/department-directory/public-works/documentsonline/construction-documents Upon approval of the traffic control plan, the City will issue a no-fee Encroachment Permit.
Permittee is responsible to comply with all conditions of the traffic control plan. Complete work using due diligence to restore free flowing of traffic.
Add to Section 7-1.04 PUBLIC SAFETY:
Contractor shall provide a rigid 6-ft high (minimum) chain link or other rigid work site fence surrounding the work site (including any staging and storage areas) and provide other such safeguards and facilities to keep park users from entering the construction area.
Contractor shall leave work site clean and free from hazards at the end of each day and on weekends. Walkways must be swept daily. All tools, forms, stakes, hardware, paint cans, building materials and/or any other items that could be a potential hazard to children and park users must be removed from the work site at the end of each day.
Construction equipment will be allowed to be kept on-site after hours and over weekends provided it is fully contained within the fenced and secured work site and is not accessible to the public. The Senior Center Parking Lot must be accessible at all times.
Contractor to submit a staging plan for approval. The plan must identify the path to complete construction work that will minimize site disturbance. Where trimming of existing vegetation is required during construction, it must be done in a manner to remove the minimum possible amount of vegetation. Existing improvements damaged during construction must be restored at the Contractor’s expense. 8 PROSECUTION AND PROGRESS
Replace the 1st paragraph in Section 8-1.02A SCHEDULE, General with:
Provide a Level 1 schedule for this work.
SPECIAL PROVISIONS
SPECIAL PROVISIONS
3 Add to Section 8-1.01A GENERAL, Order of Work:
Installation of the shade structure will be the last order of work because of the long lead time. The contractor must provide submittals for the shade structure at the preconstruction meeting. Upon approval of the shade structure, the contractor must submit a letter from the supplier indicating the delivery date.
Phase 1 – Removal of existing and installation of new fence, lights, bocce ball court, parks equipment, concrete flatwork and shade structure footings. Once all work has been completed, the project will be put into suspension until the delivery of the shade structure.
Phase 2 – Installation of the shade structure
DIVISION VIII MISCELLANEOUS CONSTRUCTION
73 CONCRETE CURBS AND SIDEWALKS
Add to Section 73-1.01 GENERAL:
Concrete removal must be per Section 73-1.03A and City Standard Detail 4910. Dowel existing concrete into new concrete per Section 73-1.03F and City Standard Detail 4110. 80 FENCES
Add Section 80-4 METAL FENCING
80-4.01 GENERAL
The contractor shall provide all labor, materials and appurtenances necessary for installation of the welded ornamental steel fence system defined herein at Mitchell Park Revitalization Project.
The manufacturer shall supply a total fence system of Montage II Welded and Rackable (ATF – All Terrain Flexibility) Ornamental Steel, Majestic design. The system shall include all components (i.e., panels, posts, and hardware) required.
The contractor shall provide laborers and supervisors who are thoroughly familiar with the type of construction involved and materials and techniques specified. 80-4.01A References
ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy Coated (Galvannealed) by the Hot-Dip Process. ASTM B117 - Practice for Operating Salt-Spray (Fog) Apparatus. ASTM D523 - Test Method for Specular Gloss.
ASTM D714 - Test Method for Evaluating Degree of Blistering in Paint. ASTM D822 - Practice for Conducting Tests on Paint and Related Coatings and Materials using Filtered Open-Flame Carbon-Arc Light and Water Exposure Apparatus.
SPECIAL PROVISIONS
SPECIAL PROVISIONS
4 ASTM D1654 - Test Method for Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments.
ASTM D2244 - Test Method for Calculation of Color Differences from Instrumentally Measured Color Coordinates.
ASTM D2794 - Test Method for Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact).
ASTM D3359 - Test Method for Measuring Adhesion by Tape Test. ASTM F2408 – Ornamental Fences Employing Galvanized Steel Tubular Pickets. 80-4.01B Submittal
The manufacturer’s literature shall be submitted prior to installation. 80-4.01C Product Handling and Storage
Upon receipt at the job site, all materials shall be checked to ensure that no damage occurred during shipping or handling. Materials shall be stored in such a manner to ensure proper ventilation and drainage, and to protect against damage, weather, vandalism and theft.
80-4.02 MATERIALS
80-4.02A General
The metal fence system shall conform to Montage II Welded and Rackable (ATF – All Terrain Flexibility) Ornamental Steel, Majestic design, extended picket bottom rail treatment, 2-Rail style manufactured by Ameristar Fence Products, Inc., in Tulsa, Oklahoma.
80-4.02B Material
1. Steel material for fence panels and posts shall conform to the requirements of ASTM A653/A653M, with a minimum yield strength of 45,000 psi (310 MPa) and a minimum zinc (hot-dip galvanized) coating weight of 0.90 oz/ft2 (276 g/m2), Coating Designation G-90.
2. Material for pickets shall be 1” square x 14 Ga. tubing. The rails shall be steel channel, 1.75” x 1.75” x .105”. Picket holes in the rail shall be spaced 4.715” o.c.
Fence posts shall be 2-1/2" square x 12 Ga. tubing.
80-4.02C Fabrication
1. Pickets, rails and posts shall be pre-cut to specified lengths. Rails shall be prepunched to accept pickets.
2. Pickets shall be inserted into the pre-punched holes in the rails and shall be aligned to standard spacing using a specially calibrated alignment fixture. The aligned pickets and rails shall be joined at each picket-to-rail intersection by Ameristar’s proprietary fusion welding process, thus completing the rigid panel assembly.
3. The manufactured panels and posts shall be subjected to an inline electrodeposition coating (E-Coat) process consisting of a multi-stage
SPECIAL PROVISIONS
SPECIAL PROVISIONS
5 pretreatment/wash, followed by a duplex application of an epoxy primer and an acrylic topcoat. The minimum cumulative coating thickness of epoxy and acrylic shall be 2 mils (0.058 mm). The color shall be Bronze. The coated panels and posts shall be capable of meeting the performance requirements for each quality characteristic shown in Table 1.
4. The manufactured fence system shall be capable of meeting the vertical load, horizontal load, and infill performance requirements for Industrial weight fences under ASTM F2408.
80-4.03 CONSTRUCTION
80-4.03A General
All new installation shall be laid out by the contractor in accordance with the construction plans.
80-4.03B Fence Installation
Fence post shall be spaced according to the plans and details, plus or minus ½”. Fence panels shall be attached to posts with brackets supplied by the manufacturer. Posts shall be set in concrete footers having a minimum depth of 36”. The “Earthwork” and “Concrete” sections of this specification shall govern material requirements for the concrete footer.
80-4.03C Fence Installation Maintenance
All scratched surfaces must be re-coated prior to final acceptance. When cutting/drilling rails or posts adhere to the following steps to seal the exposed steel surfaces; 1) Remove all metal shavings from cut area. 2) Apply zinc-rich primer to thoroughly cover cut edge and/or drilled hole; let dry. 3) Apply 2 coats of custom finish paint matching fence color.
Failure to seal exposed surfaces per steps 1-3 above will negate warranty. Ameristar spray cans or paint pens shall be used to prime and finish exposed surfaces; it is recommended that paint pens be used to prevent overspray. Use of non-Ameristar parts or components will negate the manufactures’ warranty.
80-4.03D Cleaning
The contractor shall clean the jobsite of excess materials; post-hole excavations shall be scattered uniformly away from posts.
Table 1 – Coating Performance Requirements
Quality
Characteristics
ASTM Test Method Performance Requirements
Adhesion D3359 – Method B Adhesion (Retention of Coating) over 90% of test area (Tape and knife test).
Corrosion
Resistance
B117, D714 & D1654 Corrosion Resistance over 1,500 hours (Scribed per D1654; failure mode is
accumulation of 1/8” coating loss from
scribe or medium #8 blisters).
SPECIAL PROVISIONS
SPECIAL PROVISIONS
6 Impact
Resistance
D2794 Impact Resistance over 60-inch lb.
(Forward impact using 0.625” ball).
Weathering
Resistance
D822 D2244, D523
(60˚ Method)
Weathering Resistance over 1,000 hours
(Failure mode is 60% loss of gloss or color
variance of more than 3 delta-E color
units).
80-4.04 PAYMENT
Fence is measured by linear foot along the direction of the fence. Payment for furnishing and installing all fencing shall be at the linear foot (LF) price paid for “Install Fence” and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work in accordance with the Plans, Special Provisions and Specifications Section 80, and as directed by the Engineer. No additional payment will be made therefor.
DIVISION XII BUILDING CONSTRUCTION
99 BUILDING CONSTRUCTION
Replace Section 99 BUILDING CONSTRUCTION with:
99-1 PARK CONSTRUCTION
99-1.01A General
The contractor shall provide all labor, materials and appurtenances necessary for installation of the Shade Structure, Benches, Picnic Tables, Chess Tables and Bocce Ball Court defined herein at Mitchell Park Revitalization Project.
The contractor shall provide laborers and supervisors who are thoroughly familiar with the type of construction involved and materials and techniques specified.
All equipment must be installed in accordance with the Manufacturer's recommendations, the plans and these special provisions. If there is a conflict with the previously mentioned requirements, the more stringent shall apply.
The contractor must take precaution during excavation and protect existing improvements not marked for removal from damage. To minimize impact to Mitchell Park, skid steer, bobtail dump truck and mini excavator must be used to complete the work. All other equipment to be used for work within Mitchell Park must be approved by the engineer.
Upon completion of work within Mitchell Park, the contractor must restore existing improvements to the same condition before the start of construction at no additional cost to the City.
99-1.01B Submittals
The Contractor must submit structural engineering calculations (signed and stamped by a registered engineer in the State of California) for the shade structure for review and approval by the Engineer prior to fabrication. The minimum footing size must be 3’ diameter x 6.5’ deep.
SPECIAL PROVISIONS
SPECIAL PROVISIONS
7 99-1.01C Product Handling and Storage
Upon receipt at the job site, all materials shall be checked to ensure that no damage occurred during shipping or handling. Materials shall be stored in such a manner to ensure proper ventilation and drainage, and to protect against damage, weather, vandalism and theft.
99-1.01D Warranty Period
The warranty period is one year starting from final acceptance of the work by the City. All work including punch list items must be completed prior to final acceptance.
DIVISION XIII APPENDICES
Add Section 100-1.01 APPENDICES:
1. Appendix A - Form of Agreement
2. Appendix B - Geotechnical Reports
APPENDIX
APPENDIX
0 APPENDIX A - FORM OF AGREEMENT
THIS AGREEMENT, made on _____________, by and between the City of San Luis Obispo, a municipal corporation and charter city, San Luis Obispo County, California (hereinafter called the Owner) and COMPANY NAME (hereinafter called the Contractor).
WITNESSETH:
That the Owner and the Contractor for the consideration stated herein agree as follows:
ARTICLE 1, SCOPE OF WORK: The Contractor shall perform everything required to be performed, shall provide and furnish all of the labor, materials, necessary tools, expendable equipment, and all utility and transportation services required to complete all the work of construction of
NAME OF PROJECT, SPEC NO.
in strict compliance with the plans and specifications therefor, including any and all Addenda, adopted by the Owner, in strict compliance with the Contract Documents hereinafter enumerated.
It is agreed that said labor, materials, tools, equipment, and services shall be furnished and said work performed and completed under the direction and supervision and subject to the approval of the Owner or its authorized representatives.
ARTICLE II, CONTRACT PRICE: The Owner shall pay the Contractor as full consideration for the faithful performance of this Contract, subject to any additions or deductions as provided in the Contract Documents, the contract prices as follows:
Item
No.
Item Unit of
Measure
Estimated
Quantity
Item Price
(in figures)
Total
(in figures)
1. 2.
3. BID TOTAL: $ .00
Payments are to be made to the Contractor in compliance with and subject to the provisions embodied in the documents made a part of this Contract.
Should any dispute arise respecting the true value of any work omitted, or of any extra work which the Contractor may be required to do, or respecting the size of any payment to the Contractor, during the performance of this Contract, said dispute shall be decided by the Owner and its decision shall be final, and conclusive.
APPENDIX
APPENDIX
1 ARTICLE III, COMPONENT PARTS OF THIS CONTRACT: The Contract consists of the following documents, all of which are as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached:
1. Notice to Bidders and Information for Bidders
2. Standard Specifications and Engineering Standards
3. Special Provisions, any Addenda, Plans and Contract Change Orders
4. Caltrans Standard Specifications and Standard Plans 2015
5. Accepted Bid and Bid Bond
6. List of Subcontractors
7. Public Contract Code Sections 10285.1 Statement
8. Public Contract Code Section 10162 Questionnaire
9. Public Contract Code Section 10232 Statement
10. Labor Code Section 1725.5 Statements
11. Bidder Acknowledgements
12. Qualifications
13. Non-collusion Declaration
14. Agreement and Bonds
15. Insurance Requirements and Forms
ARTICLE IV INDEMNIFICATION: The Contractor shall indemnify, defend with legal counsel approved by City, and hold harmless City, its officers, officials, employees and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with the Contractor’s negligence, recklessness or willful misconduct in the performance of work hereunder or its failure to comply with any of its obligations contained in this Agreement, except such loss or damage which is caused by the sole or active negligence or willful misconduct of the City. Should conflict of interest principles preclude a single legal counsel from representing both the City and the Contractor, or should the City otherwise find the Contractor’s legal counsel unacceptable, then the Contractor shall reimburse the City its costs of defense, including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation. The Contractor shall promptly pay any final judgment rendered against the City (and its officers, officials, employees and volunteers) with respect to claims determined by a trier of fact to have been the result of the Contractor’s negligent, reckless or wrongful performance. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Agreement.
The Contractor obligations under this section apply regardless of whether such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee.
However, without affecting the rights of the City under any provision of this agreement, the Contractor shall not be required to indemnify and hold harmless the City for liability attributable to the active negligence of City, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In
APPENDIX
APPENDIX
2 instances where the City is shown to have been actively negligent and where the City’s active negligence accounts for only a percentage of the liability involved, the obligation of the Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of the City.
ARTICLE V. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid of said Contractor, then this instrument shall control and nothing herein shall be considered as an acceptance of the said terms of said bid conflicting herewith.
IN WITNESS WHEREOF, the parties to these presents have hereunto set their hands this year and date first above written.
CITY OF SAN LUIS OBISPO
A Municipal Corporation
__________________________________
Derek Johnson, City Manager
APPROVED AS TO FORM CONTRACTOR:
Name of Company
________________________________
By:________________________________
J. Christine Dietrick
City Attorney
Name of CAO/President
Its: CAO/PRESIDENT
(2nd signature required if Corporation):
By:________________________________
Name of Corporate Officer
Its: ____________________
APPENDIX
APPENDIX
3 APPENDIX B – GEOTECHNICAL REPORT
GEOTECHNICAL ENGINEERING
MITCHELL PARK REVITALIZATION PROJECT
SANTA ROSA STREET
SAN LUIS OBISPO, CALIFORNIA
May 24, 2023
Prepared for
Mr. Hai Nguyen
City of San Luis Obispo Public Works
Prepared by
Earth Systems Pacific
4378 Old Santa Fe Road
San Luis Obispo, CA 93401
Copyright © 2023
ii
May 24, 2022
FILE NO.: 305962-001
Mr. Hai Nguyen
City of San Luis Obispo Public Works
919 Palm Street
San Luis Obispo, CA 93401
PROJECT: MITCHELL PARK REVITALIZATION PROJECT
SANTA ROSA STREET
SAN LUIS OBISPO, CALIFORNIA
SUBJECT: Geotechnical Engineering Report
CONTRACT
REF: Earth Systems Pacific Proposal to Provide a Geotechnical Engineering Report, Mitchell Park Revitalization, Santa Rosa Street and Buchon Street, San Luis Obispo, California, dated March 1, 2023, Doc. No. SLO-2302- 001.PRP
Dear Mr. Nguyen:
As per your authorization of the referenced proposal, this geotechnical engineering report has been prepared for use in the development of plans and specifications for the Mitchell Park Revitalization project located on Santa Rosa Street, in San Luis Obispo, California. Preliminary geotechnical recommendations for site preparation, grading, foundations, exterior pedestrian flatwork, PCC pavement, drainage and maintenance, and observation and testing are presented herein. One bound copy and an electronic copy of this report are furnished for your use.
We appreciate the opportunity to have provided services for this project and look forward to working with you again in the future. If there are any questions concerning this report, please do not hesitate to contact the undersigned.
Sincerely,
Earth Systems Pacific
Robert Down, PE Samuel Venable, PE
Principal Engineer Staff Engineer
Doc. No.: 2304-009.SER/pm
iii
Table of Contents
COVER LETTER................................................................................................................ii
1.0 INTRODUCTION AND SITE SETTING .............................................................................. 1
2.0 SCOPE OF SERVICES ...................................................................................................... 1
3.0 FIELD INVESTIGATION AND LABORATORY ANALYSIS ................................................... 2
4.0 GENERAL SUBSURFACE ................................................................................................. 3
5.0 CONCLUSIONS............................................................................................................... 3
6.0 GEOTECHNICAL RECOMMENDATIONS ......................................................................... 5 Site Preparation ............................................................................................................ 6 Grading.......................................................................................................................... 6 Foundations.................................................................................................................. 8 Pedestrian Flatwork .................................................................................................... 10 Drainage and Maintenance......................................................................................... 10 Observation and Testing............................................................................................. 11
7.0 CLOSURE...................................................................................................................... 13 TECHNICAL REFERENCES......................................................................................................... 14
APPENDICES
APPENDIX A Figure 1 - Site Vicinity Map
Figure 2 - Exploration Location Map
Boring Log Legend
Boring Logs
APPENDIX B Laboratory Test Results
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1.0 INTRODUCTION AND SITE SETTING
The proposed project will consist of the removal of existing amenities and the construction of new improvements at Mitchell Park on Santa Rosa Street in San Luis Obispo, California (see Figure 1 – Site Vicinity Map in Appendix A). Based on the preliminary plans, the existing amenities proposed to be removed include picnic tables, benches, barbecue pits, and non-ADA compliant pedestrian flatwork. Proposed improvements consist of new ADA compliant pedestrian flatwork, new picnic tables, new barbecue pits, new benches, concrete chess tables, bocce ball courts, and shade structures.
We understand the new miscellaneous structures, such as the new benches and tables, as well as the new shade structures will be supported by conventional shallow foundations on slabs. We have provided separate shallow foundation recommendations for the miscellaneous structures and the shade structures. Dead plus live column loads were not provided for the shade structures but are anticipated to be on the order of 500 psf. Site improvements will include Portland cement concrete (PCC), exterior flatwork, and landscaping. No stormwater control measures (SCMs), basements, retaining walls or subterranean structures are anticipated.
The site is located at the approximate coordinates of latitude 35.2789N and longitude 120.6574W, which were obtained from the Google Earth Website (Google Earth 2023). The site is relatively flat. The site is surrounded by Santa Rosa Street to the northeast and Buchon Street to the south.
2.0 SCOPE OF SERVICES
The authorized scope of work included a general site reconnaissance, field exploration, geotechnical analysis of the data gathered, and preparation of this report. The analysis and subsequent recommendations were based on verbal information and a general project location plan provided by the client.
This report and recommendations are intended to comply with the considerations of Sections 1803.1 through 1803.6, J104.3 and J104.4, as applicable, of the 2022 California Building Code (CBC) and common geotechnical engineering practice in this area under similar conditions at this time. The test procedures were accomplished in general conformance with the standards noted, as modified by common geotechnical engineering practice in this area under similar conditions at this time.
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Preliminary geotechnical engineering recommendations for site preparation, grading, foundations, flatwork, PCC pavement, drainage and maintenance, and observation and testing are presented to guide the development of project plans and specifications. As there may be geotechnical issues yet to be resolved, the geotechnical engineer should be retained to provide consultation as the design progresses. It may also be advantageous to retain the geotechnical engineer to review project plans as they near completion to assist in verifying that pertinent geotechnical issues have been addressed and to aid in conformance with the intent of this report.
It is our intent that this report be used exclusively by the client to form the geotechnical basis of the design of the project and in the preparation of plans and specifications. Application beyond this intent is strictly at the user’s risk.
This report does not address issues in the domain of contractors such as, but not limited to, site safety, loss of volume due to stripping of the site, shrinkage of soils during compaction, excavatability, dewatering, temporary slope angles, construction means and methods, etc.
Analyses of aerial or site geology, or of the soil for corrosivity, radioisotopes, asbestos (either naturally occurring or in man-made products), lead or mold potential, hydrocarbons, or chemical properties is beyond the scope of this report. Any ancillary features such as flag or light poles, temporary access roads, retaining walls, non-structural fills, and vehicular pavements are not within our scope and are also not addressed. Design and/or suitability of LID features such as retention basins, bio swales, or other improvements are also beyond our scope.
In the event that there are any changes in the nature, design, or location of improvements, or if any assumptions used in the preparation of this report prove to be incorrect, the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and the conclusions of this report modified or verified by the geotechnical engineer in writing. The criteria presented in this report are considered preliminary until such time as any peer review or review by any jurisdiction has been completed, conditions have been observed by the geotechnical engineer in the field during construction, and the recommendations have been verified as appropriate, or modified by the geotechnical engineer in writing.
3.0 FIELD INVESTIGATION AND LABORATORY ANALYSIS
On March 22, 2023, two exploratory boring was drilled on site to depths ranging from approximately 11.5 feet and 16.5 feet below the existing ground surface (bgs). The borings were drilled with a truck-mounted SIMCO EP200 drill rig equipped with a 4-inch outside diameter solid
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stem auger and an automatic hammer for sampling. As the borings were advanced, soil samples were obtained using a 3-inch outside diameter ring-lined barrel sampler (ASTM D 3550-17 with shoe similar to ASTM D 2937-17). Bulk samples were also obtained from the auger cuttings. The approximate locations of the borings are shown on Figure 2 – Exploration Location Map in Appendix A.
Soils encountered in the borings were categorized and logged in general accordance with the Unified Soil Classification System and ASTM D 2488-17. Logs of the borings are presented in Appendix A, along with a Boring Log Legend. In reviewing the boring logs and legend, the reader should recognize that the legend is intended as a guideline only, and there are a number of conditions that may influence the characteristics observed during drilling. These include, but are not limited to, the presence of cobbles or boulders, cementation, variations in soil moisture, presence of groundwater, and other factors. Consequently, the logger must exercise judgment in interpreting soil characteristics, possibly resulting in soil descriptions that vary from the legend.
Selected samples were tested in our laboratory to determine maximum density and optimum moisture content (ASTM D 1557-12, modified), expansion index (ASTM D 4829-11), bulk density (ASTM D 2937-17, modified for ring liners), moisture content (ASTM D 2216-10), and cohesion and angle of internal friction by direct shear (ASTM D 3080/D 3080M-11). The results of the laboratory tests are presented in Appendix B.
4.0 GENERAL SUBSURFACE
The subsurface profiles found in the exploratory borings consisted of alluvium, which extended to the maximum depth explored of 16.5 feet bgs. The alluvial soils consisted of lean clay, poorly graded sand, clayey sand, and silty sand. The clay had a medium stiff consistency, and the sands were loose. These materials were logged as very moist and wet. Groundwater was encountered at 12.5 feet bgs. Please refer to the boring logs in Appendix A for a more complete description of the subsurface conditions encountered at the site.
5.0 CONCLUSIONS
In our opinion, the site is suitable, from a geotechnical engineering standpoint, for the proposed project, provided the recommendations contained herein are implemented in the design and construction. From a geotechnical engineering standpoint, the primary concerns at the site are the potentials for strong ground shaking and the presence of expansive surficial soils. The potential for liquefaction is also discussed below.
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Potential Strong Ground Shaking
The site is in a region of high seismic activity with the potential for large seismic events that could generate strong ground shaking. The CBC requires that seismic loads be considered in structural design. A seismic analysis was undertaken to provide seismic acceleration design parameters; the results are presented in the “Foundations” section of this report for use by others in the structural design process.
The 2010 ASCE 7 method with 2013 updates available on the Structural Engineers Associate of California (SEAOC) Seismic Design Map Tool website (SEAOC, 2023) was used for the seismic analysis. The risk category for buildings and structures is assigned by others in accordance with CBC Table 1604.5; however, based on our current understanding of the project, we selected Risk Category II for our analysis. Based upon the subsurface conditions encountered during our subsurface investigation, Site Class “D,” “Stiff Soil,” was used. A general ground motion seismic analysis was performed, assuming that Exception 2 listed in Section 11.4.8 (ASCE, 2017) will apply to the project. We also provided seismic parameters if the Simplified Lateral Force Analysis Procedure from Section 12.14.8 (ASCE, 2017) will be used in structural design.
Presence of Expansive Surficial Soils
An expansion index test performed on a sample of the near surface soils produced an expansion index of 65. Per Section 1803.5.3 of the 2022 CBC, soils are considered to be non-expansive for expansion index values of 20 or less and expansive for values greater than 20. Using the terminology typically associated with the ASTM test method for expansion, the near-surface soils are considered to have “medium” expansion potential. Expansive soils tend to swell with seasonal increases in moisture and shrink during the dry season as subsurface moisture decreases. The volume changes that these materials undergo in this cyclical pattern can stress and damage slabs and foundations if precautionary measures are not incorporated into the design and construction procedures. Use of slightly deepened foundations combined with moisture control of the soil are recommended to provide protection for these features. Imported non-expansive soils are recommended to be placed beneath interior slabs-on-grade and exterior flatwork.
Liquefaction Potential
Liquefaction refers to a phenomenon that tends to occur in saturated soils of low density that have grain sizes within a certain range, usually fine- to medium-grained poorly graded sands, silty
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sands, and sandy silts. A sufficiently strong earthquake is also required to cause liquefaction.
During liquefaction, the energy from the earthquake causes the water pressure within the pores of the soil to increase. The increase in water pressure decreases the friction between the soil grains, allowing the soil grains to move relative to one another. During this state, the soil will behave as a viscous liquid, temporarily losing its ability to support foundations and other improvements. As the pressure is released, the soils typically settle in a process called “liquefaction settlement.” Liquefaction settlement can cause damage to structures and other surface and subsurface improvements if their potential is not addressed. The soils encountered at the site were classified as lean clay, poorly graded sand, clayey sand, and silty sand. Sandy soils such as those encountered at the site are likely to liquefy if encountered below the groundwater.
Groundwater was encountered at a depth of 12.5 feet bgs. According to the County of San Luis Obispo (2013), the site is mapped as being in an area of moderate potential for liquefaction. It is our opinion that there is a very low potential for liquefaction at the project site due to the depth to bedrock encountered and an adjacent site just below the depth explored, and our estimation.
The groundwater is perched atop the bedrock due to the heavy rains this winter.
6.0 GEOTECHNICAL RECOMMENDATIONS
These recommendations are applicable for the improvements as described in the “Introduction and Site Setting” Section of this report. If other improvements not previously mentioned are included, the geotechnical engineer should be contacted for revised recommendations.
Unless otherwise noted, the following definitions are used in the recommendations presented below. Where terms are not defined, definitions commonly used in the construction industry are intended.
• Foundation Areas – The areas within the footprints of all conventional shallow (individual spread) foundations.
• Miscellaneous Structures – The benches and tables but does not include the shade structures.
• Pedestrian Flatwork Areas – The footprint on any PCC flatwork that will accommodate pedestrian foot traffic only.
• Grading Area – The entire area to be graded, including the foundation areas, pedestrian flatwork areas, and any other areas to be graded.
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• Subgrade: The elevation of the surface upon which a sand cushion/non-expansive imported material or aggregate base will be placed for flatwork or pavement improvements.
• Scarified: Thoroughly plowed or ripped in two orthogonal directions to a depth of not less than 8 inches.
• Moisture Conditioned: Soil moisture content adjusted to just above optimum moisture content prior to application of compactive effort.
• Compacted / Recompacted: Soils placed in level lifts not exceeding 8 inches in loose thickness and compacted to a minimum of 90 percent of maximum dry density, unless specified otherwise. The standard tests used to establish maximum dry density and field density should be ASTM D 1557-12 and ASTM D 6938-17, respectively, or other methods acceptable to the geotechnical engineer and jurisdiction.
Site Preparation
1. The ground surface in the foundation area or foundation area should be prepared for construction by removing the existing flatwork, debris, vegetation and other deleterious materials. Existing utility lines that will not remain in service should be either removed or abandoned. The appropriate method of abandonment will depend upon the type and depth of the utility. Recommendations for abandonment can be made as necessary.
2. Voids created by the removal of materials or utilities described above should be called to the attention of the geotechnical engineer. No fill should be placed unless the underlying soil has been observed by the geotechnical engineer.
Grading
Foundation Areas
1. Following site preparation, soils within the foundation areasshould be removed to a level plane at a minimum depth of the planned bottom-of-footing elevation. The exposed surfaces should then be scarified, moisture conditioned and recompacted.
Pedestrian Flatwork Areas
2. The soil in the exterior pedestrian flatwork areas should be overexcavated to a minimum depth of 2 foot below planned finished surface elevation. The soil surface exposed by
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overexcavation should be scarified, moisture conditioned, and recompacted. Imported non-expansive soil should then be placed in compacted lifts to subgrade elevation. Once subgrade is established and compacted, the placement, moisture conditioning, and compaction of aggregate base and any non-expansive soil can proceed. Non-expansive material is described below in paragraph 3.
3. Non-expansive soils are defined as falling into the GP, GW, GM, GC, SM, SC, SP, or SW categories (ASTM D 2487-17) and having an expansion index of 10 or less (ASTM D 4829- 21). Imported non-expansive soils used in the flatwork areas should have strength qualities equal to or better than the site soils. All proposed imported fill should be approved by the geotechnical engineer before being transported to the site and periodically during construction.
Grading – General
4. In the remainder of the grading area, prior to placement of fill or filling excavations to grade, the existing or excavated soil surfaces should be scarified, moisture conditioned, and recompacted.
5. Voids created by dislodging rocks and/or debris during scarification should be backfilled and compacted, and the dislodged materials should be removed from the work area.
6. All materials used as fill should be cleaned of all debris and any rocks larger than 6 inches in maximum dimension. When fill material includes rocks, the rocks should be placed in a sufficient soil matrix to ensure that voids caused by nesting of the rocks will not occur and that the fill can be properly compacted.
7. If the soils become unstable, or if the recommended compaction cannot be readily achieved, drying the soil to just above optimum moisture content may be necessary.
Placement of gravel layers or geotextiles may also be necessary to help stabilize unstable soils. If such conditions are found, the geotechnical engineer should be contacted to assist the contractor in selecting appropriate measures for stabilization of unstable soils.
8. The recommended soil moisture content should be maintained during construction and throughout the life of the project. Failure to maintain the soil moisture content can result in cracks and disturbance, which are an indication of degradation of the soil compaction.
If cracks are allowed to develop, or if soils near improvements such as foundations,
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flatwork, pavement, curbs, etc. are otherwise disturbed, damage to those improvements may result. Soils that have been or are otherwise disturbed should be removed, moisture conditioned, and compacted.
Foundations
Miscellaneous Structures
1. Conventional shallow continuous and spread footings may be used to support the proposed miscellaneous structures. The footing excavations should be constructed with minimum depths of 18 inches below the lowest adjacent grade. Footing excavations should be cut neat and horizontal. Alternately, minimum 6 inch core concrete mat slab.
2. Continuous footings should be reinforced as required by the architect/engineer; minimum reinforcement should consist of one No. 4 rebar top and bottom. Spread footings should be reinforced in accordance with the requirements of the architect/engineer.
3. Footings bearing into firm compacted soils may be designed using maximum allowable bearing capacities of 1,000 psf for dead loads and 1,500 psf for dead plus live loads. Using these criteria, maximum settlement is expected to be less than 1 inch.
Shade Structures
4. Conventional shallow continuous and spread footings may be used to support the proposed shade structures. The footing excavations should be constructed with minimum depths of 21 inches below the lowest adjacent firm soil grade. Footing excavations should be cut neat and horizontal.
5. Continuous footings should be reinforced as required by the architect/engineer; minimum reinforcement should consist of one No. 4 rebar top and bottom. Spread footings should be reinforced in accordance with the requirements of the architect/engineer.
6. Footings bearing into native soils may be designed using maximum allowable bearing capacities of 1,500 psf for dead loads and 2,000 psf for dead plus live loads. Using these criteria, maximum settlement and differential settlement are expected to be less than 1 inch over a horizontal distance of 25 feet.
Mitchell Park Revitalization Project May 24, 2023
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General Foundations
7. In calculating resistance to lateral loads, a passive equivalent fluid pressure of 250 pcf in the soil may be used. Coefficient of friction for soil of 0.3 may also be utilized. Lateral capacity is based on the assumption that the soil adjacent to the foundation is undisturbed. In the case of foundations adjacent to native soils, the upper 1 foot and 2 foot should be neglected in the design of the playground/miscellaneous structures and the shade/signage/fencing structures, respectively. Allowable bearing capacities may be increased by one-third when transient loads such as wind or seismicity are included.
8. The seismic acceleration site parameters included in the table below have been provided to the design team for use in its analyses. The 2010 ASCE 7 method with 2013 updates, available on the Structural Engineers Association of California website (SEAOC 2023), was used to obtain the parameters. The project was considered to be a “nonessential” facility from the perspective of risk category as described by the CBC. The site coordinates stated in the “Introduction and Site Setting” section were used in the analysis. Based upon the subsurface conditions encountered during our investigation, the site should be classified as Site Class D (Stiff Soil). Foundations may be designed using the following 2022 CBC seismic parameters.
Table 1 – Seismic Acceleration Site Parameters
Mapped Spectral
Response
Accelerations
Site Coefficients for
Site Class D
Adjusted MCE
Spectral Response
Accelerations for
Site Class D
Design Spectral
Response
Accelerations for
Site Class D
Seismic
Parameter
Value
(g)
Site
Coefficient Value
Seismic
Parameter
Value
(g)
Seismic
Parameter
Value
(g)
SS 1.067 Fa 1.07 SMS 1.145 SDS 0.764
S1 0.393 Fv 1.91 SM1 0.749 SD1 0.500
Peak Mean Ground Acceleration (PGAm) : 0.533 g
Seismic Design Category: D
9. Foundation excavations should be observed by the geotechnical engineer prior to placement of reinforcing steel. Soils in foundation excavations should be moistened to optimum moisture content, or just above, and no desiccation cracks should be present prior to concrete placement.
Mitchell Park Revitalization Project May 24, 2023
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Exterior Pedestrian Flatwork
1. PCC pedestrian flatwork should have a minimum thickness of 4 full inches. Reinforcement size, placement, and dowels should be as directed by the architect/engineer; minimum pedestrian flatwork reinforcement should consist of No. 3 rebar placed at 24 inches oncenter each way.
2. Where maintaining the elevation of the pedestrian flatwork is critical, the flatwork should be doweled to the perimeter of adjacent improvements, at a minimum, by No. 3 dowels lapped to the flatwork rebar. In other areas, the flatwork may be doweled to the foundation or the flatwork may be allowed to “float free,” at the discretion of the architect/engineer. Flatwork that is intended to float free should be separated from foundations or other improvements by a felt joint or other means.
3. In addition to the placement of non-expansive material in the pedestrian flatwork areas as described in the “Grading” section, another measure that can be taken to reduce the risk of movement of flatwork due to expansive soils is to provide thickened edges or grade beams around the perimeters of the flatwork. The thickened edges or grade beams could be from 12 to 27 inches deep, with the deeper edges or grade beams providing better protection. At a minimum, the thickened edge or grade beam should be reinforced by two No. 5 rebar, one at the top and one at the bottom. The use of thickened edges or grade beams is left to the discretion of the city and/or architect/engineer.
4. To reduce shrinkage cracks in concrete, the concrete aggregates should be of appropriate size and proportion, the water/cement ratio should be low, the concrete should be properly placed and finished, contraction joints should be installed, and the concrete should be properly cured. Concrete materials, placement, and curing specifications should be at the direction of the architect/engineer; ACI 302.1R-15 is suggested as a resource for the architect/engineer in preparing such specifications.
Drainage and Maintenance
1. Unpaved ground surfaces should be graded during construction and, per Section 1804.3 of the CBC, finish graded to direct surface runoff away from foundations, slopes, and other improvements at a minimum 5 percent grade for a minimum distance of 10 feet. If this is not feasible due to the terrain, property lines, or other factors, swales with improved surfaces, area drains, or other drainage features should be provided to divert drainage away from these areas.
Mitchell Park Revitalization Project May 24, 2023
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2. All eaves of the canopy should be fitted with roof gutters. Runoff from flatwork, roof gutters, downspouts, planter drains, area drains, etc. should discharge in a nonerosive manner away from foundations and other improvements in accordance with the requirements of the governing agencies. Erosion protection should be placed at all discharge points unless the discharge is to an improved surface.
3. If soils are disturbed during construction, stabilization of soils by vegetation or other means, during and following construction, is essential to reduce erosion damage. Care should be taken to establish and maintain vegetation. The landscaping should be planned and installed to maintain the surface drainage recommended above. Surface drainage should also be maintained during construction.
4. Maintenance of drainage and other improvements is critical to the long-term stability of the site and the integrity of the structures. Site improvements should be maintained on a regular basis.
5. Finished flatwork surfaces should be sloped to freely drain toward appropriate drainage facilities. Water should not be allowed to stand or pond on or adjacent to exterior pedestrian flatwork, or other improvements as it could infiltrate into the sand/aggregate base or subgrade, causing premature deterioration of flatwork or other improvements.
6. All exterior drains and drain outlets should be maintained to be free-flowing. Care should be taken to establish and maintain vegetation. Vegetation and erosion matting (if utilized) should be maintained or augmented as needed. Irrigation systems should be maintained so that soils around structures are maintained at a relatively uniform year-round moisture content and are neither over-watered nor allowed to dry and desiccate.
7. To reduce the potential for disruption of drainage patterns and undermining of structures, fill areas, etc., all rodent activity should be aggressively controlled.
Observation and Testing
1. It must be recognized that the recommendations contained in this report are based on a limited number of borings and rely on continuity of the subsurface conditions encountered. Therefore, the geotechnical engineer should be retained to provide consultation during the design phase, to review plans as they near completion, to interpret this report during construction, and to provide construction monitoring in the form of testing and observation.
Mitchell Park Revitalization Project May 24, 2023
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2. At a minimum, the geotechnical engineer should be retained to provide:
• Oversight of soil special inspection
3. Special inspection of grading and backfill should be provided as per Section 1705.6 and Table 1705.6 of the 2019 CBC. The special inspector should be under the direction of the geotechnical engineer. It is our opinion that none of the grading construction is of a nature that should warrant continuous special inspection; periodic special inspection should suffice. Subject to approval by the Building Official, the exception to continuous special inspection is described in Section 1704.2 of the 2019 CBC and should be specified by the architect/engineer and periodic special inspection of the following items should be provided by the special inspector.
• Conventional foundation excavations
4. A program of quality assurance should be developed prior to beginning construction. At a minimum, the program should include all geotechnical items shown on the testing and inspection schedule of the approved plans. It should also include any additional inspection items required by the engineer and/or the governing jurisdiction. These items should be discussed at a preconstruction site meeting among a representative of the owner, the geotechnical engineer, special inspector, the project inspector, the engineer, and contractors. The geotechnical engineer should be notified at least 48 hours prior to beginning grading operations.
5. Locations and frequency of compaction tests should be per the recommendation of the geotechnical engineer at the time of construction. The recommended test location and frequency may be subject to modification by the geotechnical engineer, based upon soil and moisture conditions encountered, size and type of equipment used by the contractor, the general trend of the results of compaction tests, or other factors.
6. A preconstruction conference among the owner, the geotechnical engineer, the governing agency, the special inspector, the project inspector, the architect/engineer, and contractors is recommended to discuss planned construction procedures and quality control requirements.
7. The geotechnical engineer should be notified at least 48 hours prior to beginning construction operations. If Earth Systems Pacific is not retained to provide construction observation and testing services, it shall not be responsible for the interpretation of the information by others or any consequences arising therefrom.
Mitchell Park Revitalization Project May 24, 2023
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7.0 CLOSURE
Our intent was to perform the investigation in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing in the locality of this project under similar conditions. No representation, warranty, or guarantee is either expressed or implied. This report is intended for the exclusive use by the client as discussed in the “Scope of Services” Section. Application beyond the stated intent is strictly at the user's risk.
This report is valid for conditions as they exist at this time for the type of project described herein.
The conclusions and recommendations contained in this report could be rendered invalid, either in whole or in part, due to changes in building codes, regulations, standards of geotechnical or construction practice, changes in physical conditions, or the broadening of knowledge.
If changes with respect to the project become necessary, if items not addressed in this report are incorporated into plans, or if any of the assumptions used in the preparation of this report are not correct, this firm shall be notified for modifications to this report. Any items not specifically addressed in this report should comply with the CBC of other applicable standards, and the requirements of the governing jurisdiction.
The recommendations presented in this geotechnical report are based upon the geotechnical conditions encountered at the site and may be augmented by additional requirements of the client, or by additional recommendations provided by the geotechnical engineer based on peer or jurisdiction reviews, or conditions exposed at the time of construction. If Earth Systems Pacific is not retained to provide construction observation and testing services, it shall not be responsible for the interpretation of the information by others or any consequences arising therefrom.
This document, the data, conclusions, and recommendations contained herein are the property of Earth Systems Pacific. This report shall be used in its entirety, with no individual sections reproduced or used out of context. Copies may be made only by Earth Systems Pacific, the client, and the client’s authorized agents for use exclusively on the subject project. Any other use is subject to federal copyright laws and the written approval of Earth Systems Pacific.
Thank you for this opportunity to have been of service. If you have any questions, please feel free to contact this office at your convenience.
End of Text.
Mitchell Park Revitalization Project May 24, 2023
San Luis Obispo, California
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TECHNICAL REFERENCES
ACI (American Concrete Institute). 2019. “Building Code Requirements for Structural Concrete.” Document 318.
ACI (American Concrete Institute). 2015. "Guide for Concrete Floor and Slab Construction." Document 302.1R.15.
ASCE (American Society of Civil Engineers). 2017. Minimum Design Loads for Buildings and other Structures, ASCE/SEI 7-16, ASCE.
California Building Code. 2022. California Code of Regulations, Title 24, Part 2.
Google Earth. 2023. Google Earth [website], retrieved from:
http://www.google.com/earth/index.html
San Luis Obispo, County of. 2021. Department of Planning and Building, Land Use View, interactive web, https://www.slocounty.ca.gov/Departments/PlanningBuilding/Information-Systems/Services/Land-Use-View.aspx.
SEAOC (Structural Engineers Association of California). 2023. “Seismic Design Map Tool.” Retrieved from: https://seismicmaps.org/
APPENDIX A
Figure 1 ‐ Site Vicinity Map
Figure 2 ‐ Exploration Location Map
Boring Log Legend
Boring Log
Earth Systems Pacific
4378 Old Santa Fe Road, San Luis Obispo, CA 93401
www.earthsystems.com
(805) 544-3276 Fax (805) 544-1786 NOT TO SCALE BASE MAP PROVIDED BY: Google Earth (2023) Date May 2023 Project No. 305962-001 Figure 1 SITE VICINITY MAP Mitchell Park Revitalization Project Santa Rosa Street San Luis Obispo, California SITE Page 109 of 284 NOT TO SCALE Earth Systems Pacific
4378 Old Santa Fe Road, San Luis Obispo, CA 93401
www.earthsystems.com
(805) 544-3276 Fax (805) 544-1786 Date May 2023 Project No. 305962-001 Figure 2 EXPLORATION LOCATION MAP Mitchell Park Revitalization Project Santa Rosa Street San Luis Obispo, California BASE MAP PROVIDED BY: City of San Luis Obispo (2023) LEGEND Boring Location (Approx.) B2 B1 B2 Page 110 of 284 drafting/masters/Boring Log Legend 062719.dwg
UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2487)
OBSERVED MOISTURE CONDITION
DRY SLIGHTLY MOIST MOIST VERY MOIST WET (SATURATED)
TYPICAL BEDROCK HARDNESS
TYPICAL BEDROCK WEATHERING
GRAIN SIZES
CONSISTENCY
DEPTH (feet) USCS CLASS SYMBOL INTERVAL (feet) SAMPLE TYPE DRY DENSITY (pcf) MOISTURE (%) BLOWS PER 6 IN.
SAMPLE DATA
SOIL DESCRIPTION
Earth Systems Pacific
LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT
NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.
Subsurface conditions may differ at other locations and times.
AUGER TYPE: 4" Solid Stem
DRILL RIG: SIMCO EP200
LOGGED BY: S. Venable
0 - 3.0
SM SILTY SAND: brown, loose, very moist
PAGE 1 OF 1
Boring No. 1
JOB NO.: 305893-001
DATE: 3/22/2023
5.0 - 6.5 3
4 Mitchell Park Revitalization Project
Santa Rosa Street
San Luis Obispo, California
CLAYEY SAND: dark brown, loose, very moist
LEAN CLAY: very dark brown, medium stiff, very
moist, trace sand (Alluvium)
2 10.0 - 11.5 4
5 2
CL LEAN CLAY: dark brown, medium stiff, very moist,
CL
SC
End of Boring @ 11.5'
No subsurface water encountered
91.9 29.2
DEPTH (feet) USCS CLASS SYMBOL INTERVAL (feet) SAMPLE TYPE DRY DENSITY (pcf) MOISTURE (%) BLOWS PER 6 IN.
SAMPLE DATA
SOIL DESCRIPTION
Earth Systems Pacific
LEGEND: Ring Sample Grab Sample Shelby Tube Sample SPT
NOTE: This log of subsurface conditions is a simplification of actual conditions encountered. It applies at the location and time of drilling.
Subsurface conditions may differ at other locations and times.
AUGER TYPE: 4" Solid Stem
DRILL RIG: SIMCO EP200
LOGGED BY: S. Venable
0 - 3.0
SP POORLY GRADED SAND: yellowish brown,
loose, very moist
PAGE 1 OF 1
Boring No. 1
JOB NO.: 305893-001
DATE: 3/22/2023
5.0 - 6.5 4
7 Mitchell Park Revitalization Project
Santa Rosa Street
San Luis Obispo, California
CLAYEY SAND: brown, loose, very moist
LEAN CLAY: very dark brown, medium stiff, very
moist, trace sand (Alluvium)
6 10.0 - 11.5 4
4 3
LEAN CLAY: brown, medium stiff, very moist,
trace sand
CL
15.0 - 16.5
3 CL
POORLY GRADED SAND: brown, loose, wet
4 5
SC
End of Boring @ 16.5'
Subsurface water encountered @ 12.5'
SP
103.5 19.1
86.1 27.3
105.4 22.0
APPENDIX B
Laboratory Test Results
Mitchell Park Revitalization 305962-001
BULK DENSITY TEST RESULTS ASTM D 2937-17 (modified for ring liners) March 28, 2023
BORING DEPTH MOISTURE WET DRY
NO. feet CONTENT, % DENSITY, pcf DENSITY, pcf
1 5.5 - 6.0 19.1 123.3 103.5
1 10.5 - 11.0 27.3 109.7 86.1
1 15.5 - 16.0 22.0 128.6 105.4
2 5.5 - 6.0 29.2 118.7 91.9
EXPANSION INDEX TEST RESULTS ASTM D 4829-19
BORING DEPTH EXPANSION
NO. feet INDEX
1 0.0 - 3.0 65
Mitchell Park Revitalization 305962-001
MOISTURE-DENSITY COMPACTION TEST ASTM D 1557-12 (Modified) PROCEDURE USED: A March 28, 2023
PREPARATION METHOD: Dry Boring #1 @ 0.0 - 3.0'
RAMMER TYPE: Mechanical Very Dark Brown Lean Clay (CL)
SPECIFIC GRAVITY: 2.70 (assumed)
SIEVE DATA: MAXIMUM DRY DENSITY: 109.8 pcf
Sieve Size % Retained (Cumulative) OPTIMUM MOISTURE: 16.5% 3/4" 0
3/8" 0 ENTER OVERSIZE CORRECTION DATA
#4 0
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 DRY DENSITY, pcf MOISTURE CONTENT, percent
Compaction Curve Zero Air Voids Curve
Mitchell Park Revitalization 305962-001
DIRECT SHEAR ASTM D 3080/D3080M-11 (modified for consolidated, undrained conditions) March 28, 2023
Boring #1 @ 0.0 - 3.0' INITIAL DRY DENSITY: 98.9 pcf
Lean Clay (CL) INITIAL MOISTURE CONTENT: 16.5 %
Ring sample, saturated PEAK SHEAR ANGLE (Ø): 25°
COHESION (C): 144 psf
0 500
1,000
1,500
2,000
2,500
3,000
0 500 1,000 1,500 2,000 2,500 SHEAR STRESS, psf
NORMAL STRESS, psf
SHEAR vs. NORMAL STRESS
Mitchell Park Revitalization 305962-001
DIRECT SHEAR continued ASTM D 3080/D3080M-11 (modified for consolidated, undrained conditions) Boring #1 @ 0.0 - 3.0' March 28, 2023
Lean Clay (CL)
Ring sample, saturated SPECIFIC GRAVITY: 2.70 (assumed) SAMPLE NO.: 1 2 3 AVERAGE
INITIAL
WATER CONTENT, % 16.5 16.5 16.5 16.5
DRY DENSITY, pcf 98.9 98.9 98.9 98.9
SATURATION, % 63.2 63.2 63.2 63.2
VOID RATIO 0.704 0.704 0.704 0.704
DIAMETER, inches 2.410 2.410 2.410
HEIGHT, inches 1.00 1.00 1.00
AT TEST
WATER CONTENT, % 31.6 30.4 31.5
DRY DENSITY, pcf 102.8 100.0 99.6
SATURATION, % 100.0 100.0 100.0
VOID RATIO 0.640 0.685 0.691
HEIGHT, inches 0.96 0.99 0.99
0 500
1,000
1,500
2,000
0.00 0.05 0.10 0.15 0.20 0.25 SHEAR STRESS, psf
HORIZONTAL DEFORMATION, inches
486 psf
971 psf
1,942 psf
R ______
RESOLUTION NO. _____ (2023 SERIES)
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN LUIS
OBISPO, CALIFORNIA, AUTHORIZING USE OF PARKLAND-IN-LIEU (QUIMBY) FUNDS TO SUPPORT MITCHELL PARK REVITALIZATION
PROJECT, SPECIFICATION NO. 2000188
WHEREAS, on October 20, 2020, the City Council authorized staff to submit a grant application for Prop. 68 Per Capita Funds and authorize the Assistant City Manager to execute the necessary grant documents; and
WHEREAS, staff received project approval from State Parks and has signed and executed a contract with State Parks for $177,952 in state funding for improvements at Mitchell Park; and
WHEREAS, on February 2, 2021, Council authorized staff to initiate project planning and design for pickleball courts at Mitchell Park and appropriated $32,048 from the Parkland-in-lieu (Quimby) Fund to support the project; and WHEREAS, on October 19, 2021, Council authorized staff to update the proposed improvements at Mitchell Park to include bocce ball court and amenities; and WHEREAS, to provide sufficient funding to support construction of bocce ball court and amenities, staff is recommending the City Council approve the use of an additional $50,000 from the Parkland-in-lieu (Quimby) Fund; and
WHEREAS, subdivisions within the Mitchell Park Neighborhood, including the 1137 Peach Street and San Luis Square projects which will be served by this project, have paid fees enacted by the Quimby Act, within the Subdivision Map Act (Cal. Gov.
Code § 66477), for the purpose of developing new or rehabilitating existing neighborhood, community parks, or recreation facilities that serve the subdivision; and WHEREAS, the Parkland-in-lieu (Quimby) fund currently has a balance of $3,137,506 and can support the additional funding request; and WHEREAS, the project is exempt from the California Environmental Quality Act because it consists of minor changes to existing park facilities. The project is consistent with the applicable general plan policies as well as with applicable City Regulations.
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of San Luis Obispo as follows:
Resolution No. _____ (2023 Series) Page 2
R ______
SECTION 1. The City Council authorizes allocating an additional $50,000 in Parkland-in-lieu (Quimby) funds for the Mitchell Park Revitalization Project.
SECTION 2. The project is exempt under the California Environmental Quality Act (CEQA) under section 15310 because it consists of minor changes to existing park facilities and is consistent with the applicable general plan policies as well as with applicable City Regulations.
Upon motion of Council Member ___________, seconded by Council Member ___________, and on the following roll call vote:
AYES:
NOES:
ABSENT:
The foregoing resolution was adopted this _____ day of _______________ 2023. ___________________________
Mayor Erica A. Stewart
ATTEST:
______________________
Teresa Purrington
City Clerk
APPROVED AS TO FORM:
______________________
J. Christine Dietrick
City Attorney
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of San Luis Obispo, California, on ______________________. ___________________________
Teresa Purrington
City Clerk
Item 6d
Department: Public Works
Cost Center: 6004
For Agenda of: 10/17/2023
Placement: Consent
Estimated Time: N/A
FROM: Matt Horn, Public Works Director
Prepared By: Noah Maidrand, Engineer II
SUBJECT: AUTHORIZATION TO ADVERTISE WASH WATER TANK NO. 1 REHABILIATION, SPECIFICATION NO. 2000034-03
RECOMMENDATION
1. Approve the project plans and specifications for the Wash Water Tank No. 1 Rehabilitation, Specification Number 2000034-03; and,
2. Authorize staff to advertise for bids; and,
3. Authorize the City Manager to award the Construction Contract for the bid total if the lowest responsive bid is within the Engineer’s Estimate of $622,973; and,
4. Appropriate $215,000 from Water Fund Unreserved Working Capital; and,
5. Authorize the City Engineer to approve Contract Change Orders up to the available project budget; and,
6. Adopt a Draft Resolution entitled, “A Resolution of the City Council of the City of San Luis Obispo, California, authorizing use of the Water Fund Unreserved Working Capital Fund to support the Wash Water Tank No. 1 Rehabilitation, Specification Number 2000034-03.”
POLICY CONTEXT
On May 17, 2022, Council approved a Purchasing Policy Update that requires Council approval for Public Projects with a value of $200,000 or more.
The project supports the City’s Major City Goal of Climate Action, Open Space and Sustainable Transportation by ensuring a safe and reliable supply of drinking water. The rehabilitated tank will meet updated American Water Works Association (AWWA) standards and improve resiliency in the water treatment process.
DISCUSSION
Background
Wash Water Tank No. 1 is one of two existing water tanks at the City’s Water Treatment Plant used to store filter backwash water to be used in the potable water treatment processes. The coated steel tank is used in tandem with Wash Water Tank No. 2, each with a capacity to store 180,000 gallons of water. Wash Water Tank No. 1 has been in operation since it was constructed in 1964.
Item 6d
Wash Water Tank No. 1 was last rehabilitated in 2007 during which the coating and fixtures were replaced, and improvements were made to the structure’s foundation.
An inspection was performed in 2012 to determine the condition of Wash Water Tank No. 1 during which significant structural deficiencies were identified. That inspection identified the tank’s roof support and rafters were eroded and failing, causing the roof to bow. The interior and exterior coatings are at the end of their life and corrosion was identified in several areas. Periodic inspections since that time have revealed the tank continues to degrade, posing a maintenance challenge for staff. Repairs should be performed in a timely manner to prevent the replacement of the entire tank.
The tank’s roof and existing coating system are recommended for replacement as part of the project. The existing steel roof and rafters will be replaced with a single-span aluminum dome roof to eliminate the need for a roof coating system and associated maintenance. The City contracted MKN & Associates in January 2023 to prepare the project plans (Attachment A) and specifications (Attachment B) for the tank rehabilitation.
Updated AWWA standards require new water storage tanks to operate with additional freeboard (the tank shell height above the water level), to reduce the risk of damage due to sloshing within the tank during seismic events. Wash Water Tank No. 1 currently operates with 1 foot of freeboard, and the tank shell height would need to be increased by approximately 3 feet. This AWWA standard does not require existing rehabilitated tanks to comply with the freeboard requirement, but staff determined that meeting this AWWA standard will increase redundancy of the water treatment process. The extension of the tank shell height to meet AWWA standards will be included in the scope of this project.
Coating application is typically recommended to occur during dry months between Spring and Fall. The procurement of the aluminum dome roof is anticipated to take 24 weeks, and the construction process is expected to take 16 weeks. In order to ensure coating takes place during optimum weather conditions, staff proposes advertising the project for public bidding this Fall to allow for a contractor to be selected and provide time to procure the materials before initiating construction in Spring of 2024.
Previous Council or Advisory Body Action
This Project was identified in the 2021-23 Financial Plan that was approved by Council.
On June 6, 2023, Council adopted its 2023-25 Financial Plan, which included the Project with a budget of $475,000 for construction.
Public Engagement
Public engagement was conducted during the initial identification of this Project to be included in the 2021-23 Financial Plan. In addition, this capital project was included in the 2023-25 Financial Plan which had extensive community outreach and afforded opportunities for the public to review and comment on all capital projects.
Item 6d
CONCURRENCE
This project has the concurrence of the Utilities Department and Public Works Department.
ENVIRONMENTAL REVIEW
This project is categorically exempt from environmental review pursuant to section 15301 of the CEQA Guidelines (Existing Facilities) since it is a maintenance and rehabilitation project. A Notice of Exemption will be filed through the Community Development Department.
FISCAL IMPACT
Budgeted: Yes Budget Year: 2023-24
Funding Identified: Yes
Fiscal Analysis:
Funding
Sources
Total Budget
Available
Current
Funding
Request
Remaining
Balance
Annual
Ongoing
Cost
General Fund N/A N/A N/A N/A
State N/A N/A N/A N/A
Federal N/A N/A N/A N/A
Fees N/A N/A N/A N/A
Water Fund –
Wash Water
Tank No. 1
Rehabilitation
(2000034-03)
$473,973 $473,973 $0 N/A
Water Fund –
Unreserved
Working
Capital
$13,533,014 $215,000 $13,318,014 N/A
Total $14,006,987 $215,000 $13,318,014 $N/A
Item 6d
ESTIMATED PROJECT COST BY FUNDING SOURCES
Wash Water Tank No. 1 Rehabilitation, Specification No. 2000034-03 Water Storage
Tank Maintenance
Account
(2000034-03)
Water Fund
Unreserved
Working Capital Project Total Cost
Water Fund Water Fund
Engineer’s Estimate $325,000 $215,000 $540,000
Contingency $82,973 $0 $82,973
Total Construction Estimate $407,973 $215,000 $622,973
Materials Testing $50,000 $0 $50,000
Design Support $15,000 $0 $15,000
Printing $1,000 $0 $1,000
Total Project Estimate $473,973 $215,000 $688,973
Available Balance $473,973 $13,533,014
Requested Funding $0 $215,000
Remaining Balance $0 $13,318,014
This project is identified in the 2021-23 Financial Plan (page 458) where it was allocated $40,000 for design services and $325,000 for construction. A Budget Amendment Request was authorized by the Budget Manager in January 2023 to allocate an additional $30,000 from Task 2, Award 1016 within the project account (1000034) to supplement the budget for design services. The 2023-25 Financial Plan (page 387) increased the construction allocation to $475,000. After design fees, the project account has $473,973 remaining for construction. Since the 2023-25 Financial Plan was adopted by council, anticipated construction costs have increased as the project scope has been refined to include additional services. In order to meet construction needs, staff recommends appropriating $215,000 from the Water Fund Unreserved Working Capital via the Draft Resolution entitled, “Resolution of City Council of San Luis Obispo, California, authorizing use of the Water Fund Unreserved Working Capital Fund to support the Wash Water Tank No. 1 Rehabilitation, Specification Number 2000034-03” (Attachment C). This would increase the total available budget to $688,973 which is estimated to be sufficient to deliver this project.
ALTERNATIVES
Deny or defer approval to advertise. The City Council may choose to deny or defer the approval to advertise this project. Staff does not recommend this option, as the tank will continue to deteriorate over time and could impact operations at the Water Treatment Plant.
Item 6d
ATTACHMENTS
A - Project Plans (2000034-03)
B - Project Specifications (2000034-03)
C - Draft Resolution authorizing use of the Water Fund Unreserved Working Capital fund to support the Wash Water Tank No. 1 Rehabilitation
U P R R
FOOTHILL
CALIFORNIA
CHORRO GRAND CALIFORNIA SANTA ROSA JOHNSON
MARSH PISMO
JOHNSON BROAD
SOUTH
HIGUERA
MADONNA
PRADO
PRADO
TANK FARM
BROAD
LAUREL
ORCUTT
TANK FARM
ORCUTT
BROAD
SOUTH HIGUERA
LOS OSOS VALLEY ROAD
US HIGHWAY 101
CAL POLY
LAGUNA LAKE
STENNER
CREEK ROAD UPRR
CABRILLO HWY
1 G-001
CITY OF SAN LUIS OBISPO
WASH WATER TANK NO. 1
REHABILITATION
DRAFT FINAL PLANSET
1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR
PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT
OF NORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT
(48) HOURS PRIOR TO START OF CONSTRUCTION FOR
LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GAS
UNDERGROUND FACILITIES. CONTRACTOR OR PERMITTEE
SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE
LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE OR
UNDERGROUND FACILITIES.
2. THE CONTRACTOR SHALL POSSESS A CLASS "A" LICENSE AT
THE TIME OF BID OPENING AND THROUGHOUT THE PROJECT.
general notes:
san luis obispo county, california
APPROVED BY
SPECIFICATION NO. DATE
of
SHEET
Brian A. Nelson, City Engineer, R.C.E. C79870 Approved Date JULY 2023
2000034-03 FILE NO./LOCATION
0 2000' 4000'
APPROVED
Date 12
PROJECT
LOCATION
1 STENNER CREEK RD SAN LUIS OBISPO WATER TREATMENT PLANT
PROJECT
LOCATION
UPRR
101
227
No. M33232
Reference Documents:
City Standard Specifications - August 2020 EditionCity Engineering Standards - August 2020 Edition index to plans
P.O. BOX 1604
ARROYO GRANDE, CA 93421 (805) 904-6530
CONTRACTOR
STAGING AND
LAYDOWN AREA
sheet
no.
sheet
title description
1 G-001 TITLE SHEET, LOCATION MAP, AND VICINITY MAP
2 G-002 GENERAL NOTES, ABBREVIATIONS, AND LEGEND
3 G-003 SURVEY DATA
4 C-101 DEMOLITION PLAN5 C-102 DEMOLITION DETAILS
6 C-103 SITE PLAN
7 S-001 STRUCTURAL NOTES
8 S-002 SPECIAL INSPECTION NOTES
9 S-101 TANK SECTION DEMOLITION
10 S-201 TANK FOUNDATION PLAN AND ROOF PLAN
11 S-202 TANK SECTION
12 S-301 STRUCTURAL DETAILS
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.
12 DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION JULY 2023
CITY OF SAN LUIS OBISPO
WASH WATER TANK NO. 1 REHABILITATION
Know what'sbelow.
Call before you dig.
R
2000034-03
DWG: C:\Users\mthorne\Documents\MKN\CITYSLO-2022-004 Washwater Tank #1 Rehab\Plansets\G-002.dwg Layout Name: G-002 - Plotted by: Mike Thorne Date: 7/27/2023 - 2:55 PM N LO
E. HA N
N OJ
No. M33232
REG I STERED PROFESS IONAL ENG I NEER
STAT E OF CA L I FORN I A
M E C H A N I C A L
JC
MWT
JEH
BN
AS NOTED ON PLANS
1800 21st STREET, SUITE C
BAKERSFIELD, CA 93301 (661) 873-4262 2
GENERAL NOTES, ABBREVIATIONS, AND LEGEND
G-002
CONTROL POINT
GENERAL NOTES ABBREVIATIONS LEGEND
1. CERTAIN HAZARDS EXIST, INCLUDING BUT NOT LIMITED TO THE
PRESENCE OF HEAVY METAL-BEARING COATINGS, AND WORK
WITHIN AN ACTIVE WATER TREATMENT PLANT. CONTRACTOR
SHALL SUBMIT HEALTH AND SAFETY PLAN PER CITY STANDARD
14-11.01A.
2. NOTIFY CITY 72 HOURS PRIOR TO INTERRUPTION OF WATER
SERVICE. CITY SHALL BE RESPONSIBLE FOR OPERATION OF ALL CITY WATER VALVES.
3. CONTRACTOR TO MAINTAIN OWNER ACCESS TO ALL FACILITIES AT ALL TIMES. THE PROJECT SITE IS ADJACENT TO THE PLANT CHEMICAL STORAGE FACILITY. MAINTAIN ACCESS TO STORAGE
FACILITY AND PLANT LOOP ROAD AT ALL TIMES. OBTAIN
APPROVAL FOR PLANNED CLOSURES OR ACCESS RESTRICTIONS
WITH PLANT STAFF IN WRITING ONE WEEK IN ADVANCE .
4. CONTRACTOR TO TAKE NECESSARY PRECAUTIONS TO PREVENT
CONTAMINATION OF PLANT FACILITIES DURING CONSTRUCTION
INCLUDING DURING REMOVAL OF COATINGS. PREVENT BLAST
MATERIAL AND OVERSPRAY FROM REACHING ASPHALT
CONCRETE, NEARBY STRUCTURES, FILTER BEDS, AND OTHER
PLANT PROCESS EQUIPMENT.
5. VERIFY DIMENSIONS AND CONDITIONS AT THE SITE BEFORE
STARTING WORK. ANY CONFLICTS BETWEEN DETAILS OR
DIMENSIONS ON THE DRAWINGS SHALL BE REPORTEDPROMPTLY TO THE ENGINEER.
6. TAKE PRECAUTIONARY MEASURES TO PROTECT UTILITIES AND
STRUCTURES SHOWN AND ALL OTHERS NOT ON RECORD
DRAWINGS OR NOT SHOWN ON THESE PLANS. ALL SUCH
IMPROVEMENTS OR STRUCTURES DAMAGED BY THE
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR
RECONSTRUCTED TO BETTER OR EQUAL THAN ORIGINAL
CONDITION AND/OR THE APPLICABLE REQUIREMENTS OF THE
AFFECTED UTILITY AT THE CONTRACTOR'S EXPENSE. APPROVAL
BY CITY SHALL ALSO BE REQUIRED.
7. USE EXTREME CAUTION WHEN WORKING NEAR OVERHEAD OR
UNDERGROUND POWER, GAS, OR OTHER UTILITIES SO AS TO
SAFELY PROTECT ALL PERSONNEL AND EQUIPMENT. PROTECT
FROM DAMAGE INCURRED DURING CONSTRUCTION ALL
OVERHEAD UTILITY LINES WHETHER SHOWN OR NOT SHOWN ON
THESE PLANS. NOTIFY UTILITY COMPANIES PRIOR TO ANY WORK IN OVERHEAD LOCATIONS. CONTRACTOR SHALL BE
RESPONSIBLE FOR COST INCURRED.
8. ALL SPECIFICATIONS, DRAWINGS, AND DETAILS INCLUDED IN THE
CONTRACT DOCUMENTS SHALL FULLY APPLY TO THE WORK
WHETHER SPECIFICALLY REFERENCED OR NOT.
9. PROVIDE VIDEO DOCUMENTATION OF THE EXISTING CONDITIONS OF THE PROJECT SITE AND SURROUNDING AREA. SUBMIT THE
VIDEO TO THE CITY PRIOR TO THE START OF CONSTRUCTION
PER SPECIFICATION SECTION 013233.
10. MAINTAIN THE WORK AREA IN A NEAT, CLEAN, AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THECITY. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCES BEING CONTROLLED AT ALL TIMES.
11. MAINTAIN A COMPLETE AND ACCURATE RECORD OF ALL
CHANGES IN CONSTRUCTION FROM THAT SHOWN IN THESE
PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING A BASIS FOR RECORD DRAWINGS. THE CONTRACTOR SHALL NOTE
DEVIATIONS FROM THE PLANS ON A SET OF PLANS SPECIFICALLY SET ASIDE FOR THIS PURPOSE. ANY CHANGES SHALL BE MADEON THE ORIGINALS OF THE PLANS. NO CHANGES FROM THATSHOWN ON THESE PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY.
12. RESTORE ALL PAVEMENT, CONCRETE, ASPHALT, SIDEWALKS,
CURBS, TRUNCATED DOMES, AND DRIVEWAY SURFACES
REMOVED OR DAMAGED DURING CONSTRUCTION UNLESS
INDICATED OTHERWISE ON THE PLANS. PAVEMENT SHALL BE
PER CITY STANDARDS. OTHER SURFACES SHALL BE RESTORED
IN-KIND UNLESS INDICATED OTHERWISE.
13. CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE HOURS
REFERENCED IN THE CITY'S SPECIAL PROVISIONS AND AS
LIMITED BY LOCAL ORDINANCE.
14. ALL FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE CITY OF SAN LUIS OBISPO STANDARDS AND
SPECIFICATIONS, UNLESS OTHERWISE INDICATED IN THE
CONSTRUCTION DOCUMENTS.
15. FURNISH AND MAINTAIN CHEMICAL TOILETS FOR USE BY
WORKERS AND SUBCONTRACTORS. THESE FACILITIES SHALL BE
SERVICED AND PROVIDED WITH NECESSARY SANITARY SUPPLIES
BY A JANITORIAL/CLEANING SERVICE RETAINED BY THE
CONTRACTOR ON A MINIMUM WEEKLY BASIS.
16. CONTRACTOR TO PROVIDE FOR THE PURCHASE OF POWER OR
PROVIDE PORTABLE POWER FOR THE CONSTRUCTION OF THEPROJECT. THE COST OF POWER SHALL BE INCLUDED IN THE
APPROPRIATE BID ITEMS TO WHICH IT IS APPURTENANT AND
SHALL INCLUDE FULL COMPENSATION FOR FURNISHING ALL
LABOR, MATERIALS, TOOLS, AND EQUIPMENT REQUIRED TO
OBTAIN AND DISTRIBUTE POWER FOR CONSTRUCTION
PURPOSES.
AC ASPHALTIC CONCRETE
CL CENTERLINE
DIA. DIAMETERDIP DUCTILE IRON PIPE
(E) EXISTING
EL ELEVATIONFLG FLANGEFCTF FIELD CUT TO FIT
GRS GALVANIZED RIGID STEELGSP GALVANIZED STEEL PIPE
HDG HOT DIPPED GALVANIZEDHDPE HIGH DENSITY POLYETHYLENE
IT INFORMATION TECHNOLOGY
MJ MECHANICAL JOINT
(N) NEW
NIC NOT IN CONTRACTNPT NATIONAL PIPE THREADPD PLANT DRAINPIP PROTECT IN PLACEPCC PORTLAND CONCRETE
PAVEMENT
PH POTHOLEPP POLYPROPYLENEPTC PUSH-TO-CONNECTPL PROPERTY LINE
R/W RIGHT-OF-WAY
SD STORM DRAINSTA STATION
WS WELDED STEEL
UNDERGROUND ELECTRICAL LINE
OVERHEAD ELECTRICAL LINE
WATER MAIN LINE & SIZE
UEOE
W8X
SS SANITARY SEWER LINE UNKNOWN SIZE
UNDERGROUND COMMUNICATION LINEUNKNOWN SIZE
UC
GX GAS LINE & SIZE
V-001 VALVE IDENTIFICATION NUMBER
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.
12 DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION JULY 2023
CITY OF SAN LUIS OBISPO
WASH WATER TANK NO. 1 REHABILITATION
Know what'sbelow.
Call before you dig.
R
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
2000034-03
DWG: C:\Users\mthorne\Documents\MKN\CITYSLO-2022-004 Washwater Tank #1 Rehab\Plansets\G-003.dwg Layout Name: G-003 - Plotted by: Mike Thorne Date: 7/27/2023 - 2:55 PM JC MWT JEH BN AS NOTED ON PLANS 1800 21st STREET, SUITE C BAKERSFIELD, CA 93301 (661) 873-4262 3
SURVEY DATA
G-003
WASH WATER
STORAGE TANK
NO. 1
WASH WATER
STORAGE TANK
NO. 2
B
C
D
E
H A
10 G
I 3
1 2 4
5 A
C-102
9 12 13 11
TANK EXTERIOR TANK INTERIOR
6 AC PAVEMENT
J
14 F 16
A
I
D H
C
E
3 9 12
7 SEE DETAIL 3
-
SEE DETAIL 1
C-102
11 2
15 13
SEE GENERAL NOTE 3,
THIS SHEET
F 16
8 3
3 CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.
12 DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION JULY 2023
CITY OF SAN LUIS OBISPO
WASH WATER TANK NO. 1 REHABILITATION
Know what's
R
0 1/2 1
2000034-03
No. M33232
JC
MWT
JEH
BN
AS NOTED ON PLANS
1800 21st STREET, SUITE C
BAKERSFIELD, CA 93301 (661) 873-4262 4
DEMOLITION PLAN
C-101
CONSTRUCTION NOTES:
DEMO (E) EXTERIOR COATING PER
SPECIFICATION SECTION 099198
DEMO (E) ROOF, RAFTERS, AND CENTER
COLUMN PER SECTION DETAIL
PIP PORTION OF PRESSURE TRANSDUCER
ASSEMBLY PER DETAIL
DEMO (E) CATHODIC PROTECTION CABLES AND
CONDUIT
DEMO (E) CAULKING BETWEEN CHIME AND
FOUNDATION
DEMO (E) INTERIOR COATING PER
SPECIFICATION SECTION 099674
DEMO (E) HANDRAIL AND KICKBOARDDEMO (E) WELDED HALF COUPLING, GATE VALVE, COPPER PIPE, AND BALL VALVE.
INSTALL NEW PER DETAIL
PREP AND RECOAT 30" INLET/OUTLET PIPING,
VALVE, AND HARDWARE TO GROUND
SURFACE. PIP BOLTS.
PIP INTERIOR LADDERPIP EXTERIOR LADDER AND CAGEPIP UNISTRUT SUPPORTS, AND MAIN
ELECTRICAL FEEDER AND CONDUIT
DEMO (E) IMPRESSED CURRENT CATHODICPROTECTION SYSTEM ENCLOSURESPROTECT (E) DRAIN INLET FROM DEMOLITIONDEBRISDEMO (E) BOLTS AND GASKET ON MANWAY.REPLACE PER C-103.
LOCK OUT/TAG OUT TANK INLET/OUTLET
VALVE PRIOR TO START OF WORK. DO NOT
ENTER TANK WITHOUT VALVE LOCKED OUT
AND TAGGED OUT. SEE GENERAL NOTE 2 ON
SHEET G-002.
123456789
10111213141516
EXISTING TANK COMPONENTS:
EXTERIOR LADDER AND CAGE
CONCRETE RING WALL FOUNDATION
8" OVERFLOW
24" SHELL MANWAY
30" INLET/OUTLET PIPING
30" BUTTERFLY VALVE
INTERIOR LADDERIMPRESSED CURRENT CATHODIC PROTECTION
SYSTEM ENCLOSURES
PRESSURE TRANSDUCER ASSEMBLY PERDETAIL
WS PLATE COVER OVER (E) 30" ABANDONED
INLET/OUTLET
AB
CD
E
F
G
H
I
J
3 -
GENERAL NOTES:
1. HEAVY METAL-BEARING COATINGS ARE PRESENT ON EXTERIOR SURFACES.
2. THE OWNER WILL DRAIN TANK TO WITHIN 3 INCHES OF THE
FLOOR PRIOR TO CONSTRUCTION. WASH INSIDE OF TANK AND
REMOVE SEDIMENT PER AWWA M42 AND SPECIFICATION
SECTION 099674.
3. SEE S-202 FOR DETAILS ON BID ITEM 14 - EXTENDING SHELL HEIGHT.
TANK ELEVATIONNOT TO SCALE
2 -
PRESSURE TRANSDUCER ASSEMBLYNOT TO SCALE
3 -
SITE DEMOLITION PLANSCALE: 1" = 5'
1 -
3 -
A
C-102
40'± DIAMETER
2 C-103
V-001
DEMO (E) ROOF AND
RAFTER SYSTEM
REMOVE HORIZONTAL PORTION OFRAFTER CLIPS AND GRIND
CORNERS SMOOTH. SEAL WELD
VERTICAL PLATE TO SHELL.
DEMO (E) COLUMN
PROTECT IN PLACE (E)
TANK SHELL. SEE SHEET
S-301 FOR ROOF
DETACHMENT DETAIL
PROTECT IN PLACE
(E) OVERFLOW
SEE DETAIL 1-
2 -
DIA 40'-0"±
20'-0"±
CUT AND DEMO (E) OVERFLOW
PIPE, COORDINATE WITHDETAIL TO PROVIDE MIN 12
INCH AIR GAP AFTER
ASSEMBLY OF DUCK BILL VALVE
(E) 8" STEEL OVERFLOW
3 C-103
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.
12 DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION JULY 2023
CITY OF SAN LUIS OBISPO
WASH WATER TANK NO. 1 REHABILITATION
Know what'sbelow.
Call before you dig.
R
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
2000034-03
DWG: C:\Users\mthorne\Documents\MKN\CITYSLO-2022-004 Washwater Tank #1 Rehab\Plansets\C-102.dwg Layout Name: C-102 - Plotted by: Mike Thorne Date: 7/27/2023 - 2:55 PM N LO E. HA N N OJ No. M33232 REG I STERED PROFESS IONAL ENG I NEER STAT E OF CA L I FORN I A M E C H A N I C A L JC MWT JEH BN AS NOTED ON PLANS 1800 21st STREET, SUITE C BAKERSFIELD, CA 93301 (661) 873-4262 5
DEMOLITION DETAILS
C-102
TANK SECTIONNOT TO SCALE
A
-
OVERFLOW DEMONOT TO SCALE
1 -
COLUMN DEMONOT TO SCALE
2 -
NOTES:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR CRIBBING, BRACING,
SUPPORTING AND PROTECTING EXISTING TANK DURING
DEMOLITION AND CONSTRUCTION OF NEW ROOF.
2. HEAVY METAL-BEARING COATINGS ARE PRESENT ON TANK AND APPURTENANCES. COMPLY WITH ALL LOCAL, STATE, AND
FEDERAL REQUIREMENTS FOR WORKER SAFETY, DISPOSAL OF
ABRASIVES, COATINGS, AND DEMOLISHED MATERIALS
CONTAINING HEAVY METAL-BEARING COATINGS.
REMOVE (E) COLUMN ATFLOOR PLATE ELEVATION.
GRIND SMOOTH.
PROTECT IN PLACE
(E) FLOOR PLATE
A
B
C D
1 2
3 TANK EXTERIOR
TANK INTERIOR
4 5
6 7 8
CRIB
RETAINING
WALL
E
F
9 10
G
COPPER UNION
1/2" TYPE COPPER
TUBE AND FITTINGS,
SOLDERED
PER AWWA D100,
SEAL WELD INSIDE
1/2" CORP STOP, FORD
F1700-1-NL, OR
1"x1/2" PVC APPROVED EQUAL
BUSHING
TANK SHELL
1 INCH STEEL HALF
COUPLING. EXTEND HALFCOUPLING THROUGH TANK
WALL. WELD BOTH SIDES
TO (E)
PRESSURE
TRANSDUCER
8" DUCKBILL CHECK
VALVE, TIDEFLEX
SERIES TF-2 OR
APPROVED EQUAL
(E) 8" STEEL
OVERFLOW
1'-0" MIN
(E) 45° BEND
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.
12 DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION JULY 2023
CITY OF SAN LUIS OBISPO
WASH WATER TANK NO. 1 REHABILITATION
Know what'sbelow.
Call before you dig.
R
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
2000034-03
DWG: C:\Users\mthorne\Documents\MKN\CITYSLO-2022-004 Washwater Tank #1 Rehab\Plansets\C-103.dwg Layout Name: 1 - Plotted by: Mike Thorne Date: 7/27/2023 - 2:55 PM N LO
E. HA N
N OJ
No. M33232
REG I STERED PROFESS IONAL ENG I NEER
STAT E OF CA L I FORN I A
M E C H A N I C A L
JC
MWT
JEH
BN
AS NOTED ON PLANS
1800 21st STREET, SUITE C
BAKERSFIELD, CA 93301 (661) 873-4262 6
SITE PLAN
C-103
CONSTRUCTION NOTES:
ALUMINUM ROOF PER SHEET S-201
COAT EXTERIOR OF TANK, INCLUDING
EXPOSED PIPE, VALVES, EXTERIOR LADDER,
AND APPURTENANCES PER SPECIFICATION
SECTION 099674
PROTECT DRAIN INLET FROM CONSTRUCTIONDEBRIS
IMPRESSED CURRENT CATHODIC PROTECTION
SYSTEM PER SPECIFICATION SECTION 264226
INSTALL NON-SKID COATING ON (E) EXTERIOR
LADDER RUNGS
FURNISH AND INSTALL 1" FEMALE NPT HALF
COUPLING ON TANK WALL PER DETAIL 2.
MATCH (E) LOCATION. CONNECT TO (E)
PRESSURE TRANSDUCER PER DETAIL 2.
INSTALL TWO (2) ADDITIONAL 1" HALF
COUPLINGS WITH 1" HDG NPT PLUGS PER
DETAIL 2. MATCH (E) ELEVATION, OFFSET EACHHALF COUPLING 24"
COAT INTERIOR OF TANK, INCLUDINGOVERFLOW PIPE, PLATES, AND INTERIOR
LADDER AND APPURTENANCES PER
SPECIFICATION SECTION 099674.
CAULK BETWEEN CHIME AND CONCRETE RING
WALL FOUNDATION PER SPECIFICATION
SECTION 099674.
FURNISH AND INSTALL 316 SS BOLTS, NUTS,
WASHERS, AND GASKET ON MANWAY TO
MATCH EXISTING. MANWAY GASKET SHALL
CONFORM TO THE REQUIREMENTS OF AWWA
D103-19 SECTION 4.10.
123456789
10 EXISTING TANK COMPONENTS:
TANK SHELL
CONCRETE RING WALL FOUNDATION
WS PLATE COVER OVER (E) 30" ABANDONED
INLET/OUTLETINTERIOR LADDER
EXTERIOR LADDERPRESSURE TRANSDUCER
OVERFLOW PIPE
AB
CD
E
F
G
GENERAL NOTES:
1. OWNER WILL DRAIN TANK TO WITHIN 3 INCHES OF FLOOR PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE TO WASH
INSIDE OF TANK AND REMOVE SEDIMENT PER AWWA M42 AND
SPECIFICATION SECTION 099674.
TANK SHELL PENETRATIONNOT TO SCALE
2 -
SITE PLANSCALE: 1" = 5'
1 -
40'± DIAMETER
OVERFLOWNOT TO SCALE
3 -
SYMBOLS
Elevation ReferenceDetail Number Reference
Sheet Number Reference
DET
SHT
Existing Footing to Remain
STRUCTURAL NOTES
A.B. ANCHOR BOLTABV. ABOVEACI AMERICAN CONCRETE
INSTITUTE
ADD'L ADDITIONALADJ. ADJACENTAHJ AUTHORITY HAVING
JURISDICTION
AISC AMERICAN INSTITUTE OF
STEEL CONSTRUCTION
APPROX. APPROXIMATE(LY)ASCE AMERICAN SOCIETY OF CIVIL
ENGINEERS
ASTM AMERICAN SOCIETY OF
TESTING AND MATERIALS
ATR ALL THREAD RODAWS AMERICAN WELDING SOCIETYAWWA AMERICAN WATER WORKS
ASSOCIATION
BLDG. BUILDINGBLK. BLOCKBM. BEAMB.O. BOTTOM OF ______BOT. BOTTOMB/T BETWEEN
CAC CALIFORNIA ADMINISTRATIVE
CODE
CBC CALIFORNIA BUILDING CODECIP CAST-IN-PLACECJ CONTROL JOINTCJP COMPLETE JOINT
PENETRATION
CL. CENTERLINECLR. CLEARCOL. COLUMNCONC. CONCRETECONN. CONNECTIONCONST. CONSTRUCTIONCONT. CONTINUE, CONTINUOUSØ DIAMETER DBL. DOUBLEDCW DEMAND CRITICAL WELDDET. DETAILDEMO DEMOLITIONDIAG. DIAGONALDL DEAD LOADDWGS. DRAWINGSEA. EACHE.F. EACH FACEELEC. ELECTRIC, ELECTRICALELEV. ELEVATIONEMBED. EMBEDDED, EMBEDMENTEOR ENGINEER OF RECORDEQ. EQUALEQUIP. EQUIPMENTE.S. EACH SIDEE.W. EACH WAY (E) EXISTING
EXP. EXPANSIONEXT. EXTERIORFAB. FABRICATEDFDN. FOUNDATIONF.G. FINISH GRADEFLR. FLOORF.O. FACE OF ______FRMG. FRAMINGFT. FOOT,FEETFTG. FOOTING GA. GAUGEGALV. GALVANIZEDGEOR GEOTECHNICAL ENGINEER OF
RECORD
HORIZ. HORIZONTALHSS HOLLOW STEEL SECTIONHT. HEIGHT
BC NTERNATIONAL BUILDING
CODE
CC NTERNATIONAL CODE
COUNCIL
D NSIDE DIAMETERN. NCH, NCHESNT. NTERIOR
JST. JOIST
KSI KIPS PER SQUARE INCHLL LIVE LOADMAX. MAXIMUMMB MACHINE BOLTMECH. MECHANICALMFR. MANUFACTURED,
MANUFACTURER
MIN. MINIMUMMPH MILES PER HOURMTL. METAL
(N) NEW
N.T.S. NOT TO SCALE
O.C. ON CENTERO/ OVEROD OUTSIDE DIAMETER
PEN. PENETRATIONPL. PLATEPJP PARTIAL JOINT PENETRATIONPSI POUNDS PER SQUARE INCHPSF POUNDS PER SQUARE FOOTPERF. PERFORATEDPW PUDDLE WELD Q.A. QUALITY ASSURANCEQ.C. QUALITY CONTROL
REBAR REINFORCING BARREINF. REINFORCEMENTREQ'D REQUIRED S.F. SQUARE FEETSIM. SIMILARSTD. STANDARDSTL. STEELSEOR STRUCTURAL ENGINEER OF RECORD
T&B TOP AND BOTTOMTHR'D THREADEDT.O. TOP OF ______TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE
VERT. VERTICALVIF VERIFY IN FIELD
W/ WITHW/C WATER/CEMENT RATIOWT. WEIGHT
ABBREVIATIONS
WIND DESIGN DATA VALUE
DESIGN WIND SPEED (3-SEC GUST), VULTRISK CATEGORY
EARTHQUAKE DESIGN DATA
SEISMIC USE GROUP
IMPORTANCE FACTOR, E
MAPPED SPECTRAL RESPONSE ACCELERATIONS SS= 1.13 g
S1= 0.429 g
SITE CLASSSPECTRAL RESPONSE COEFFICIENTS SDS= 0.79 g
SD1= 0.449 g
103 MPH
GRAVITY DESIGN DATA VALUE
ROOF DEAD LOADROOF LIVE LOAD
C
1.5D
DEAD LOADS:LIVE LOADS:
GROUND SNOW LOAD, Pg
SNOW LOADS:
GEOTECHNICAL DESIGN DATA VALUE
GEOTECHNICAL REPORT PREPARED BY:CALIFORNIA BUILDING CODE, CHAPTER 18 MINIMUMS ALLOWABLE SOIL BEARING PRESSURE (DL + LL) 1,500 PSF
DATED:N/APER MFR.
20 PSF
0 PSF
EXPOSURE CATEGORY
STRUCTURAL DESIGN VALUES
Roof, Total Load
Deflection Criteria:
L/120
Roof, Live Load L/180
ALL VALUES REPORTED ARE UNFACTORED AND STRENGTH LEVEL, U.N.O.
VALUE
TANK DESIGN DATA VALUE
CAPACITY AT MAXIMUM OPERATING LEVEL
MAXIMUM OPERATING LEVEL (MOL)
178,500 GAL
TYPICAL OPERATING LEVEL
CAPACITY AT TYPICAL OPERATING LEVEL
19 FT19 FT178,500 GAL
STRUCTURAL NOTES
S-001
GENERAL NOTES
1. THE FOLLOWING NOTES, TYPICAL DETAILS AND SCHEDULES SHALL APPLY TO ALL PHASES OF THIS PROJECT UNLESS OTHERWISE SHOWN OR NOTED.
2. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.
3. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2011 EDITION OF THE AMERICAN WATER WORKS ASSOCIATION D100 (AWWA-D100), D108-19, AND API 650 APPENDIX G AND SUCH OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY PORTION OF THE WORK.
4. THE CONSTRUCTION DOCUMENTS SHALL CONSIST OF THESE NOTES, DETAILS, SCHEDULES, PLANS, DRAWINGS, AND SPECIFICATIONS.
5. ALL SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO MATERIALS AND PRODUCTS, SHALL BE THOSE PUT FORTH IN THE CONSTRUCTION DOCUMENTS. NO SUBSTITUTIONS SHALL BEPERMITTED TO BE USED OR ASSUMED TO BE USED IN THE BIDDING OR CONSTRUCTIONPROCESS WITHOUT WRITTEN APPROVAL BY THE ENGINEER OF RECORD.
6. THE CONTRACTOR SHALL EXAMINE THE CONSTRUCTION DOCUMENTS AND SHALL NOTIFY
THE ENGINEER OF RECORD OF ANY DISCREPANCIES THEY MAY FIND BEFORE PROCEEDING WITH THE WORK.
7. ALL INFORMATION ON EXISTING CONDITIONS SHOWN ON DRAWINGS ARE BASED ON BEST PRESENT KNOWLEDGE AVAILABLE, BUT WITHOUT GUARANTEE OF ACCURACY. THE
CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS ANDCONDITIONS AT THE SITE AND SHALL NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPANCIES BETWEEN ACTUAL SITE CONDITIONS AND INFORMATION SHOWN ON ORIN THE CONSTRUCTION DOCUMENTS BEFORE PROCEEDING WITH WORK.
8. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD OF ANY
CONDITION WHICH IN THEIR OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS OF THE STRUCTURE.
9. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR ALL
STRUCTURAL MEMBERS AS REQUIRED FOR STRUCTURAL STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION.
10. ALL WORK SHALL CONFORM TO THE BEST PRACTICE PREVAILING IN THE VARIOUS TRADES COMPRISING WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES.
11. THESE CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE ANDDIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES.
12. THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO ENSURE PROPER ALIGNMENT OF THE STRUCTURE AFTER THE INSTALLATION OF ALL STRUCTURAL AND FINISH MATERIALS.THIS SHALL INCLUDE ANY NECESSARY PRELOADING OF THE STRUCTURE TO DETERMINE FINAL POSITION OF THE COMPLETED WORK.
13. THESE NOTES, DETAILS, DRAWINGS AND SPECIFICATIONS (CONSTRUCTION DOCUMENTS) DO NOT CARRY NECESSARY PROVISIONS FOR CONSTRUCTION SAFETY. THESE DOCUMENTS
AND ALL PHASES OF CONSTRUCTION ARE TO BE GOVERNED, AT ALL TIMES, BY APPLICABLE PROVISIONS OF THE CURRENT CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT.
14. WHERE ANY CONFLICT OCCURS BETWEEN THE REQUIREMENTS OF FEDERAL, STATE AND
LOCAL LAWS, CODES, ORDINANCES, RULES AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN.
15. INSPECTION AND APPROVAL FOR SHOPS USED FOR FABRICATION OF STRUCTURAL LOAD
BEARING MEMBERS, COMPONENTS, MATERIALS OR ASSEMBLIES SHALL CONFORM TO CBC SECTION 1704.2.5.
A. LABELING (AS REQUIRED OR SPECIFIED) SHALL BE PROVIDED IN ACCORDANCE WITH CBC SECTION 1703.5.
B. EVALUATION AND FOLLOW-UP INSPECTION SERVICES (AS REQUIRED OR SPECIFIED), SHALL CONFORM TO CBC SECTION 1703.6.
16. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR INFORMATION NOT COVERED BY THESE DRAWINGS AND GENERAL NOTES.
17. OBSERVATION VISITS TO THE PROJECT SITE BY FIELD REPRESENTATIVES OF THE ENGINEER
OF RECORD (SUPPORT SERVICES) SHALL NOT INCLUDE INSPECTIONS OF SAFETY OR PROTECTIVE MEASURES, NOR CONSTRUCTION PROCEDURES, TECHNIQUES OR METHODS.
ANY SUPPORT SERVICES PERFORMED BY ENGINEER OF RECORD DURING ANY PHASE OF
CONSTRUCTION, SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES (AS REQUIRED BY ANY REGULATING GOVERNMENTAL AGENCY, E.G.
THE AUTHORITY HAVING JURISDICTION) PROVIDED BY OTHERS. THESE SUPPORT
SERVICES, WHETHER OF MATERIAL OR WORK, ARE PERFORMED SOLELY FOR THE PURPOSE
OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, BUT DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOTBE CONSTRUED AS SUPERVISION OF CONSTRUCTION.
18. PROVIDE OPENINGS AND SUPPORTS AS REQUIRED PER TYPICAL DETAILS AND NOTES FOR MECHANICAL, PLUMBING, AND ELECTRICAL EQUIPMENT, VENTS, DUCTS, PIPING, ETC. ALLMECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT SHALL BE PROPERLY BRACED AGAINST LATERAL FORCES.
19. REFER TO DRAWINGS BY OTHER DISCIPLINES TO COORDINATE WITH STRUCTURAL DRAWINGS. ANY DISCREPANCY BETWEEN THESE DRAWINGS SHALL BE REFERRED TO THEENGINEER OF RECORD FOR CLARIFICATION PRIOR TO THE START OF CONSTRUCTION.
20. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS.21. DRAWINGS (NOTES, SCHEDULES, DETAILS AND PLANS) SHALL HAVE PRECEDENCE OVER STRUCTURAL CALCULATIONS.
22. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN
ON THE DRAWINGS OR CALLED FOR IN THE GENERAL NOTES OR SPECIFICATIONS, THEIR
CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR.
23. ASTM DESIGNATION AND ALL STANDARDS REFER TO THE LATEST AMENDMENTS.24. THESE STRUCTURAL CONSTRUCTION DOCUMENTS SHALL NOT BE MODIFIED WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER OF RECORD.
25. ONLY STRUCTURAL WORKING DRAWINGS APPROVED BY THE AUTHORITY HAVING JURISDICTION ARE PERMITTED TO BE USED FOR CONSTRUCTION ON THIS PROJECT. ALL
OTHER DRAWINGS OR DOCUMENTS ARE OBSOLETE AND ARE NOT PERMITTED ON THE JOB SITE, NOR SHALL THEY BE USED FOR ANY CONSTRUCTION PURPOSES. CONTRACTORS
USING UNAPPROVED DRAWINGS OR DOCUMENTS ARE SOLELY RESPONSIBLE FOR ALL WORK NOT PERFORMED IN ACCORDANCE WITH THE "APPROVED" DRAWINGS.
SHOP DRAWING, DEFFERED SUBMITTAL, AND CONTRACTOR SUBMITTAL REVIEW
1. SHOP DRAWINGS, DEFERRED SUBMITTAL, OR CONTRACTOR SUBMITTALS SHOULD BE PROVIDED FOR THE FABRICATION (OR PROPORTIONING) OF THE FOLLOWING (BUT NOTLIMITED TO) COMPONENTS OR ELEMENTS.
A. STRUCTURAL STEEL
B. ROOF STRUCTURE
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRODUCTION OF SHOP DRAWINGS OR
CONTRACTOR SUBMITTALS, THE DISTRIBUTION OF DOCUMENTS TO THE ENGINEER OF
RECORD FOR REVIEW, INCORPORATION OF ANY NOTED REVISIONS MADE BY THE ENGINEER OF RECORD INTO THE DOCUMENTS, AND FINAL APPROVAL.
3. SHOP DRAWINGS SHALL NOT BE A REPRODUCTION OF STRUCTURAL DRAWING SHEETS.
4. WHEN THE CONTRACTOR SUBMITS SHOP DRAWINGS OR OTHER SUBMITTALS TO THE
ENGINEER OF RECORD FOR REVIEW, SUBMITTAL PACKAGE SHALL CONTAIN SUFFICIENT
COPIES THAT THE ENGINEER OF RECORD MAY RETAIN A COMPLETE COPY OF SUBMITTAL PACKAGE.
5. THE CONTRACTOR SHALL ALLOW SUFFICIENT TIME FOR THE ENGINEER OF RECORD TO THOROUGHLY REVIEW SUBMITTAL PACKAGE (10 WORKING DAYS, MINIMUM).
6. REVIEW OF SHOP DRAWINGS OR CONTRACTOR SUBMITTAL BY ENGINEER OF RECORD DOES NOT IN ANY WAY CONSTITUTE APPROVAL OF SUBMITTAL PACKAGE. ENGINEER OF RECORD'SREVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CONTRACTDOCUMENTS. REVIEW SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE CONTRACT DOCUMENTS.
STRUCTURAL STEEL AND WELDING
1. ALL STRUCTURAL STEEL CONSTRUCTION SHALL CONFORM TO AISC 360-16 AND AWWA D100-11.
A. ALL STRUCTURAL STEEL SHALL BE BE FABRICATED IN AN APPROVED FABRICATION SHOP.
INSPECTION AND APPROVAL OF FABRICATION SHOPS SHALL CONFORM TO AWWAD100-11 SECTION 11
2. SPECIAL INSPECTION SHALL BE PROVIDED FOR ALL STRUCTURAL STEEL AND WELDING, IN ACCORDANCE WITH AWWA D100-11 SECTION 11.
3. ALL STRUCTURAL STEEL SHALL BE FABRICATED, ERECTED AND WELDED IN ACCORDANCE WITH THE AWWA D100-11 AND AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS (AISC 360-16) AND CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES (AISC 303-16).
4. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THROUGH STRUCTURAL STEEL MEMBERS. BURNING OF HOLES IS NOT PERMITTED.
5. ALL WELDING SHALL CONFORM TO AWWA D-1000-11 AND AWS D1.1 SPECIFICATIONS FOR WELDING. .
6. SEE CIVIL DRAWINGS FOR INTERIOR AND EXTERIOR COATING REQUIREMENTS.
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SSG Structural Engineers, LLP811 El Capitan Way, Suite 240San Luis Obispo, CA 93401805.439.2110 ssgse.com 8405 N. Fresno Street, Suite 120
Fresno, CA 93720
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.
12 DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION JULY 2023
CITY OF SAN LUIS OBISPO
WASH WATER TANK NO. 1 REHABILITATION PROJECT
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
2000034-03
P.O. BOX 1604
ARROYO GRANDE, CA 93421 (805) 904-6530
DWG: S:\2022\22380\03 Production\03 Drawings\S22380 - S-00X.dwg Layout Name: S-001 - Plotted by: JMK-Workstation Date: 7/27/2023 - 2:34 PM E
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DEMOLITION1. SAFETY NOTE:
A. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT
SECTIONS OF THE CONSTRUCTION SAFETY ORDERS ISSUED BY THE STATE OF CALIFORNIA, LATEST EDITION, AND ALL OSHA REQUIREMENTS.
B. THE ENGINEER OF RECORD DOES NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS.
C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS. FORMS SHALL BE ADEQUATELY BRACED AND SHORED.
2. SHORE AND BRACE WHERE NECESSARY TO MAINTAIN THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE.
3. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND LOCATION OF ALL SHORING.
4. NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPANCIES BETWEEN THE PLANS AND EXISTING STRUCTURE.
7
SPECIAL INSPECTION
GENERAL NOTES
1. ALL SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH AWWA D100-11 SECTION 11: INSPECTION AND TESTING, AISC 360, AND AWS D1.1.
2. WHERE SPECIAL INSPECTION IS REQUIRED, ALL INSPECTION OR TESTING SHALL BE PROVIDED BY AN "APPROVED AGENCY" IN ACCORDANCE WITH AWWA D100-11 SECTION 11: INSPECTION AND TESTING
3. SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. THE SPECIAL
INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE AUTHORITY HAVING JURISDICTION, AND TO THE ENGINEER OF RECORD. REPORTS SHALL INDICATE THAT
WORK INSPECTED WAS DONE IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOTCORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
AUTHORITY HAVING JURISDICTION AND TO THE ENGINEER OF RECORD PRIOR TO THE COMPLETION OF THAT PHASE OF WORK. A FINAL REPORT DOCUMENTING
REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTEDIN THE INSPECTIONS SHALL BE SUBMITTED AT A POINT IN TIME AGREED UPON BY
THE PERMIT APPLICANT AND THE AUTHORITY HAVING JURISDICTION PRIOR TO THE START OF WORK.
4. SPECIAL INSPECTORS SHALL BE APPROVED BY LOCAL AUTHORITY HAVING JURISDICTION IN ACCORDANCE WITH.
STEEL CONSTRUCTIONab
VERIFICATION AND INSPECTION Cont.
Periodic
REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION1. MATERIAL VERIFICATION OF STRUCTURAL STEEL, COLD-FORMED STEEL DECK, HIGH-STRENGTH BOLTS, NUTS AND WASHERS:
a. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO
CONFORM TO AISC 360, OR ASTM STANDARDS SPECIFIED IN
APPROVED CONSTRUCTION DOCUMENTS. MANUFACTURER'S
CERTIFICATE OF COMPLIANCE REQUIRED.
2. MATERIAL VERIFICATION OF STRUCTURAL STEEL:
a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM
STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION
DOCUMENTS.
b. MANUFACTURER'S CERTIFIED TEST REPORTS.
3. INSPECTION OF HIGH-STRENGTH BOLTING:
a. SNUG-TIGHT JOINTS
b. PRETENSIONED AND SLIP-CRITICAL JOINTS USING
TURN-OF-NUT WITH MATCHMARKING, TWIST OFF BOLT OR
DIRECT TENSION INDICATOR METHODS OF INSTALLATION
c. PRETENSIONED AND SLIP-CRITICAL JOINTS USING
TURN-OF-NUT WITHOUT MATCHMARKING OR CALIBRATED
WRENCH METHODS OF INSTALLATION
4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS:
a. IDENTIFICATION MARKINGS TO CONFORM TO AWS
SPECIFICATION IN THE APPROVED CONSTRUCTION
DOCUMENTS
b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED
5. INSPECTION OF WELDING:
a. STRUCTURAL STEEL:
1) COMPLETE AND PARTIAL JOINT PENETRATION GROOVE
WELDS
2) MULTI-PASS FILLET WELDS3) SINGLE-PASS FILLET WELDS > 516" 4) PLUG AND SLOT WELDS5) SINGLE-PASS FILLET WELDS < 516"
6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE:
a. DETAILS SUCH AS BRACING AND STIFFENING
b. MEMBER LOCATIONS
c. APPLICATION OF JOINT DETAILS AT EACH CONNECTION
INSPECTION TASKS PRIOR TO WELDING1. WELDER QUALIFICATION RECORDS AND CONTINUITY RECORDS
2. WELDING PROCEDURE SPECIFICATIONS (WPSS) AVAILABLE
3. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES
AVAILABLE
4. MATERIAL IDENTIFICATION (TYPE/GRADE)
5. WELDER IDENTIFICATION SYSTEMe
6. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY):
JOINT PREPARATION, DIMENSIONS, CLEANLINESS, TACKING, BACKING
TYPE AND FIT
7. FIT-UP OF FILLET WELDS:
DIMENSIONS, CLEANLINESS, TACKING
9. CHECK WELDING EQUIPMENT
INSPECTION TASKS DURING WELDING1. CONTROL AND HANDLING OF WELDING CONSUMABLES:
PACKAGING, EXPOSURE CONTROL
2. NO WELDING OVER CRACKED TACK WELDS
3. ENVIRONMENTAL CONDITIONS:
WIND SPEED WITHIN LIMITS, PRECIPITATION AND TEMPERATURE
4. WPS FOLLOWED:
SETTINGS ON WELDING EQUIPMENT, TRAVEL SPEED, SELECTED
WELDING MATERIALS, SHIELDING GAS TYPE/FLOW RATE, PREHEAT
APPLIED, INTERPASS TEMPERATURE MAINTAINED
MIN./MAX.),PROPER POSITION (F, V, H, OH)
5. WELDING TECHNIQUES:
INTERPASS AND FINAL CLEANING, EACH PASS WITHIN PROFILELIMITATIONS INSPECTION TASKS AFTER WELDING1. WELDS CLEANED
2. SIZE, LENGTH AND LOCATION OF WELDS
3. WELDS MEET VISUAL ACCEPTANCE CRITERIA:
CRACK PROHIBITION, WELD/BASE-METAL FUSION, CRATER CROSS
SECTION, WELD PROFILES, WELD SIZE, UNDERCUT, POROSITY
4. ARC STRIKES
5. k-AREAf
7. Backing removed and weld tabs removed (if required)
8. REPAIR ACTIVIES
9. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR
MEMBER
10. NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL
OF THE EOR
INSPECTION TASKS PRIOR TO BOLTINGG
1. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER
MATERIALS
2. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS
3. PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE,
BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE)
4. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL
5. Connecting elements, including the appropriate faying surface condition and hole preparation, if specified, meet applicable requirements
6. PRE-INSTALLATION CERTIFICATION TESTING BY INSTALLATION
PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER
ASSEMBLIES AND METHODS USED
7. PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHER AND OTHER
FASTENER COMPONENTS
INSPECTION TASKS DURING BOLTING1. FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL
HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED
2. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE
PRETENSIONING OPERATION
3. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED
FROM ROTATING
4. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC
SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST
RIGID POINT TOWARD THE FREE EDGES, SEE MINIMUM BOLTPRETENSION TABLE BELOW INSPECTION TASKS AFTER BOLTING1. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONSNOTES: STEEL CONSTRUCTION c. AWS D1.3
d. AWS D1.4, ACI 318: SECTION 3.5.2
e. THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY
WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE
IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW-STRESS TYPE. g. ALL METHODS OF INSTALLATION FOR HIGH STRENGTH BOLTS SHALL REQUIRE
VERIFICATION OF PRE-TENSION BY A SKIDMORE-WELHELM CALIBRATOR FOR EACH BATCH OR SOURCE OF BOLTS USED (SEE MINIMUM PRE-TENSION CHARTBELOW).
MINIMUM BOLT PRETENSION (KIPS)BOLT SIZE INCHES GROUP A
(A325, etc.)
GROUP B.
(A490, etc.)
1 2" DIAMETER 12 15
5 8" DIAMETER 19 24
3 4" DIAMETER 28 35
7 8" DIAMETER 39 49
1" DIAMETER 51 64
11 2" DIAMETER 103 148
STEEL CONSTRUCTIONab
SPECIAL INSPECTION NOTES
SSG Structural Engineers, LLP811 El Capitan Way, Suite 240San Luis Obispo, CA 93401805.439.2110 ssgse.com 8405 N. Fresno Street, Suite 120
Fresno, CA 93720
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.
12 DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION JULY 2023
CITY OF SAN LUIS OBISPO
WASH WATER TANK NO. 1 REHABILITATION PROJECT
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
2000034-03
P.O. BOX 1604
ARROYO GRANDE, CA 93421 (805) 904-6530
DWG: S:\2022\22380\03 Production\03 Drawings\S22380 - S-00X.dwg Layout Name: S-002 - Plotted by: JMK-Workstation Date: 7/27/2023 - 2:34 PM E
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EG I STERED ROFESS I ONA L ENG I NEER
JMKJMK
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AS NOTED
BN
Know what'sbelow.
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8 S-002
40'-0" DIAMETER
(E) SHELL THICKNESS
t= 0.1875" (V.I.F.)
TYPICAL OPERATING HEIGHT
19'-0"(E) SHELL THICKNESS t= 0.1875" (V.I.F.)
(E) SHELL THICKNESS
t= 0.1875" (V.I.F.)
6'-8" 6'-8" 6'-8"
20'-0"
T.O.SHELLT.O.FTG.
(E) ROOF VENT TO BE
11 REMOVED
S-301
(E) RINGWALL
FOUNDATION TO REMAIN
(E) ROOF PLATE AND RAFTERS
TO BE REMOVED
(E) COLUMN TO BE REMOVED
(E) SHELL
(E) BEARING PLATE
TO REMAIN
(VERIFY ALL DIMENSIONS WITH EXISTING CONDITIONS)
TANK SECTION - DEMOLITIONSCALE: 1/4" = 1'-0'
DEMOLITION NOTES:1. REFER TO CIVIL DRAWINGS FOR DEMO INFO NOT NOT SHOWN ON THIS SECTION.
2. PROTECT (E) SHELL AND APPURTENANCES DURING DEMOLITION AND NEW ROOF FRAMING INSTALLATION. VERIFY LOCATION OF EXISTING
APPURTENANCES PRIOR TO DEMOLITION
TANK SECTION DEMOLITION
SSG Structural Engineers, LLP811 El Capitan Way, Suite 240San Luis Obispo, CA 93401805.439.2110 ssgse.com 8405 N. Fresno Street, Suite 120
Fresno, CA 93720
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.
12 DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION JULY 2023
CITY OF SAN LUIS OBISPO
WASH WATER TANK NO. 1 REHABILITATION PROJECT
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
2000034-03
P.O. BOX 1604
ARROYO GRANDE, CA 93421 (805) 904-6530
DWG: S:\2022\22380\03 Production\03 Drawings\S22380 - S-10X.dwg Layout Name: S-101 - Plotted by: JMK-Workstation Date: 7/27/2023 - 2:34 PM ER H P R MIC AEL E . PAROL I N I No. 5405 S T UCT URA S L T A T O F CA L I FOR N I A EG I STERED ROFESS I ONA L ENG I NEER JMK JMK MEP AS NOTED BN Know what'sbelow. Call before you dig. R 9S-101
NORTH
(E) FLOOR PLATE TO
REMAIN
(E) LADDER AND CAGE
(E) INTERIOR LADDER
(E) SHELL
(E) RINGWALL
FOUNDATION
40'-0" DIAM.
(N) ROOF VENT
NORTH
(N) 30"WIDE NON-SKID
WALKING SURFACE
(N) HANDHOLES FOR
CATHODIC SYSTEM
TYP. OF 4, EQUALLY SPACED
10'-0"
(N) TIE OFF ANCHOR
(SEE NOTE 6)
(N) NON-SKID SURFACE
WITHIN GUARDRAIL AREA
(N) 30"X30"
ROOF HATCH
(N) 36" WIDE SWING
GATE MEETING
REQUIREMENTS OF
OSHA CFR PART 1910
(N) GUARDRAIL
PER 21/S-301
4'-0"
4'-0" 7'-6"
2'-6"
(N) TENSION RING
PER 12/S-301
(N) ALUMINUM
DOME ROOF
(E) SHELL
LADDER AND CAGEMODIFICATION PER 34/S-301.DETACH TOP OF CAGE FROMRAILING AND BOLT TO (N)
GUARDRAIL POST
(E) INTERIOR LADDER
(VERIFY ALL DIMENSIONS WITH EXISTING CONDITIONS)
TANK FOUNDATION PLAN
(VERIFY ALL DIMENSIONS WITH EXISTING CONDITIONS) SCALE: 1/4" = 1'-0" TANK ROOF FRAMING PLANSCALE: 1/4" = 1'-0"
FOUNDATION NOTES:1. SEE STRUCTURAL NOTES S-001
2. REFER TO CIVIL DRAWINGS FOR DEMOLITION AND COATING
REQUIREMENTS.
3. VERIFY LOCATIONS OF ALL EXISTING APPURTENANCES PRIOR TO
DEMOLITION
ROOF FRAMING NOTES:1. SEE STRUCTURAL NOTES S-001 FOR ROOF DESIGN CRITERIA
2. REFER TO CIVIL DRAWINGS FOR ROOF APPURTENANCES NOT SHOWN ON THIS PLAN.
3. VERIFY LOCATIONS OF ALL EXISTING APPURTENANCES PRIOR TO
DEMOLITION
4. SEE ELEVATION ON S-202
5. TANK MANUFACTURER RESPONSIBLE FOR DESIGN, FABRICATION, AND INSTALLATION OF THE FOLLOWING:
x ROOF PLATEx ROOF CONNECTION TO (E) TANK SHELLx CONNECTIONS OF STRUCTURAL ELEMENTSx 30"x30" ROOF ACCESS HATCHx ROOF VENT - TANK IN/OUT FLOW = 10,000 GPMx GUARDRAIL AND SWING GATEx TIE OFF AND FALL RESTRAINT SYSTEM IN ACCORDANCE WITH
OSHA REQUIREMENTS
x HANDHOLES AND COVERS FOR CATHOTIC PROTECTION PER SPEC SECTION 264226
SEE DETAILS ON S-301
6. TIE OFF ANCHOR SHALL HAVE PERMANENTLY ATTACHED NYLON COATED 304 STAINLESS STEEL WIRE ROPE WITH SUFFICIENT LENGTH TO EXTEND TO WITHIN 3'-0" OF ROOF EDGE. PROVIDE PERMANENT
LOOP ON END OF ROPE FOR PERSONNEL ATTACHMENT
TANK FOUNDATION PLAN AND ROOF PLAN
SSG Structural Engineers, LLP811 El Capitan Way, Suite 240San Luis Obispo, CA 93401805.439.2110 ssgse.com 8405 N. Fresno Street, Suite 120
Fresno, CA 93720
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.
12 DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION JULY 2023
CITY OF SAN LUIS OBISPO
WASH WATER TANK NO. 1 REHABILITATION PROJECT
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
2000034-03
P.O. BOX 1604
ARROYO GRANDE, CA 93421 (805) 904-6530
DWG: S:\2022\22380\03 Production\03 Drawings\S22380 - S-10X.dwg Layout Name: S-201 - Plotted by: JMK-Workstation Date: 7/27/2023 - 2:34 PM ER H P R MIC AEL E . PAROL I N I No. 5405 S T UCT URA S L T A T O F CA L I FOR N I A EG I STERED ROFESS I ONA L ENG I NEER JMK JMK MEP AS NOTED BN Know what'sbelow. Call before you dig. R 10S-201
40'-0" DIAMETER
(E) SHELL THICKNESS
t= 0.1875" (V.I.F.)
TYPICAL OPERATING LEVEL
19'-0"(E) SHELL THICKNESS t= 0.1875" (V.I.F.)
(E) SHELL THICKNESS
t= 0.1875" (V.I.F.)
6'-8" 6'-8" 6'-8"
6'-0" 20'-0" T.O.DOME T.O.(E) SHELL
T.O.FTG.
ROOF VENT PER ROOF
MANUFACTURER
SEE 13/S-201
12 S-301
(E) RINGWALL
FOUNDATION
ROOF HATCH PER ROOF MFR.
ALUMINUM DOME ROOF PER
MANUFACTURER
(E) INTERIOR LADDER
REPAIR/REPLACE CORRODED RUNGS AND
SUPPORTS AS DIRECTED BY OWNER'S
REPRESENTATIVE PER BID ITEM 9 AND
SPECIAL PROVISIONS APPENDIX D
(E) LADDER AND CAGE
V.I.F.
3'-0"
(N) SHELL (N) SHELL COURSE t= 0.1875", A36 SEE NOTE 4 EXTEND INTERIOR LADDER PER 23/S-301. ALTERNATE OPTION TO REPLACE LADDER WITH NEW
EXTEND (E) LADDER AND CAGE
SEE 34/S-301
(E) VERTICAL JOINT
(V.I.F.)
10'-0" TYP.
VERTICAL JOINT
22 S-301
22 S-301
ADD RUBBER BUMPERS
TO CLOSE OUT PANEL
(VERIFY ALL DIMENSIONS WITH EXISTING CONDITIONS)
TANK SECTIONSCALE: 1/4" = 1'-0'
ELEVATION NOTES:1. SEE STRUCTURAL NOTES S-001 FOR ROOF DESIGN CRITERIA
2. REFER TO CIVIL DRAWINGS ROOF APPURTENANCES NOT SHOWN ON THIS PLAN.
3. VERIFY LOCATIONS OF ALL EXISTING APPURTENANCES PRIOR TO
DEMOLITION
4. BID ITEM 14 - CITY MAY CHOOSE TO AWARD THIS BID ITEM AT THEIR SOLE DISCRETION.
MODIFICATION OF INTERIOR AND EXTERIOR LADDERS ONLYREQUIRED UPON ACCEPTANCE OF BID ITEM 14.
TANK SECTION
SSG Structural Engineers, LLP811 El Capitan Way, Suite 240San Luis Obispo, CA 93401805.439.2110 ssgse.com 8405 N. Fresno Street, Suite 120
Fresno, CA 93720
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.
12 DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION JULY 2023
CITY OF SAN LUIS OBISPO
WASH WATER TANK NO. 1 REHABILITATION PROJECT
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
2000034-03
P.O. BOX 1604
ARROYO GRANDE, CA 93421 (805) 904-6530
DWG: S:\2022\22380\03 Production\03 Drawings\S22380 - S-10X.dwg Layout Name: S-202 - Plotted by: JMK-Workstation Date: 7/27/2023 - 2:35 PM ER H P R MIC AEL E . PAROL I N I No. 5405 S T UCT URA S L T A T O F CA L I FOR N I A EG I STERED ROFESS I ONA L ENG I NEER JMK JMK MEP AS NOTED BN Know what'sbelow. Call before you dig. R 11S-202
NOTES:
1. ISOLATION KIT AT DISSIMILAR METALS PER ROOF MANUFACTURER
WATERPROOFING PER
ALUMINUM ROOF MFR.
(E) TANK SHELL
NEOPRENE BEARING PAD
316
ALUMINUM FRAMING PERALUMINUM ROOF MFR.
STAINLESS STEEL BOLT PER
ALUMINUM ROOF MFR.
(SEE NOTE 1)
PL. 1
4 AT EA. ROOF
SUPPORT MEMBER
33 4"
1"
8"
1"
6"
SEAT PER ALUMINUM
ROOF MFR.
CONT. PL. 3
8"
TYP. 1
4 DIAMETER PER ROOF MFR.
PER ROOF MFR. STAINLESS STEEL SCREEN
ROOF PERMFR.
4'-0" MAX. PIPE 11
2"Ø SCH. 40 HAND RAIL
PIPE 11
2"Ø SCH. 40 MID RAIL
3 16
TYP.
3'-9" FROM
WALKING SURFACE
1'-3" 1'-3"
TOP OF TANK ROOF OR
FRAMING MEMBER
1 4"x4" CONT. TOE KICK 1 4" MIN. 1 2" MAX. CLEAR
AT TANK ROOF
3 16
TYP.
NOTES:1. PRIOR TO REMOVING ROOF PLATE AND RAFTERS, REMOVE (E) COATINGS. SEE SPECIFICATION SECTION 099198 FOR REMOVAL OF LEAD-BEARING COATINGS V.I.F.
(E) ROOF PLATE TO BE
REMOVED
(E) RAFTER BEYOND, TO BE
REMOVED
(E) FILLET WELD EACH
SIDE OF SHELL.
DETACH ROOF AT (E)
WELD
(E) SHELL TO REMAIN.
PROTECT IN PLACE
HORIZONTAL JOINT VERTICAL JOINT
1 16"± GAP
1 8"± GAP SHELL PLATE
THICKNESS PER
ELEVATION
SHELL PLATE THICKNESS
PER ELEVATION
TYP.
PL. THICKNESS TO MATCHLADDER SIDE RAIL
TYP. 3
16 LADDER SIDE RAIL TO MATCH
(E) PLATE DIMENSIONS
1'-0"
3 4"Ø BAR AT 12"o.c.
2"
2"
ROOF PER MFR.
TYP.TYP. 3
16 INTERMEDIATE HOOP
SIDE ELEVATION
(N) 1
4" x 3" PLATE
MATCH (E) HOOPDIMENSIONS
V.I.F.
(N) PLATE TO
MATCH (E)
TYP.
(E) CAGE AND HOOP
CUT (E) FLARED STAIR
SIDE RAIL
TYP.
(E) STAIR SIDE RAIL(N) STAIR SIDE RAIL
PL. DIMENSIONS TOMATCH EXISTING
1'-0" TYP.
NEOPRENE SPACER
5 8"Ø STAINLESS STEEL
THROUGH BOLT
TOP HOOP
(N) 1
4" x 3" PLATE
MATCH (E) HOOPDIMENSIONS
2'-11"
(N) PLATE TO
MATCH (E) TYP.
(N) TOP HOOP(N) INTERMEDIATE HOOP
FRONT ELEVATION
1 4
TYP.
11 2" 112"
RAILING PER ROOF MFR.
NEOPRENE SPACER
5 8"Ø STAINLESS STEEL
THROUGH BOLT
STAIR SIDE RAIL
1 4
TYP.
1 4
(N) PL. 3
8"x 21
2"
(E) SHELL
(N) SHELL
6" 1'-0"
2'-11" INSIDE
(N) ROOF
PER MFR.
RAILING PER
ROOF MFR.
TYP.
(N) PLATE TO MATCH
EXISTING
(N) STAIR SIDE RAIL
PL. DIMENSIONS TOMATCH EXISTING
TOP OF ROOF
N.T.S. 12N.T.S. 13
STRUCTURAL DETAILS
SSG Structural Engineers, LLP811 El Capitan Way, Suite 240San Luis Obispo, CA 93401805.439.2110 ssgse.com 8405 N. Fresno Street, Suite 120
Fresno, CA 93720
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
of
SHEET NO.
12 DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION JULY 2023
CITY OF SAN LUIS OBISPO
WASH WATER TANK NO. 1 REHABILITATION PROJECT
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
2000034-03
P.O. BOX 1604
ARROYO GRANDE, CA 93421 (805) 904-6530
DWG: S:\2022\22380\03 Production\03 Drawings\S22380 - S-10X.dwg Layout Name: S-301 - Plotted by: JMK-Workstation Date: 7/27/2023 - 2:35 PM E
R
H
P
R
MIC AEL E . PAROL I N I
No. 5405
S T UCT URA
S
L
T A T O F CA L I FOR N I A
EG I STERED ROFESS I ONA L ENG I NEER
JMKJMK
MEP
AS NOTED
BN
N.T.S. 21 N.T.S. 11
Know what'sbelow.
Call before you dig.
R
12 N.T.S. 22N.T.S. 23
N.T.S. 34
S-301
SPECIAL PROVISIONS
FOR
CITY OF SAN LUIS OBISPO
Wash Water Tank No. 1 Rehabilitation
Specification No. 2000034-03
October 2023
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
919 Palm Street
San Luis Obispo, CA 93401
(805) 781-7200
Wash Water Tank No. 1 Rehabilitation
Specification No. 2000034-03
Approval Date: October 17, 2023
<<Signature Date>>
<<Signature Date>>
TABLE OF CONTENTS
NOTICE TO BIDDERS..................................................................................................... I BID SUBMISSION ......................................................................................................................................I BID DOCUMENTS ....................................................................................................................................II PROJECT INFORMATION........................................................................................................................II QUALIFICATIONS....................................................................................................................................III AWARD .....................................................................................................................................................V ACCOMMODATION..................................................................................................................................V BID FORMS ....................................................................................................................A LIST OF SUBCONTRACTORS................................................................................................................ C PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT.............................................................. D PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE......................................................... D PUBLIC CONTRACT CODE SECTION 10232 STATEMENT ................................................................. D LABOR CODE SECTION 1725.5 STATEMENTS ................................................................................... D NON-COLLUSION DECLARATION..........................................................................................................F BIDDER ACKNOWLEDGEMENTS.......................................................................................................... G QUALIFICATIONS.................................................................................................................................... H ATTACH BIDDER'S BOND TO ACCOMPANY BID.................................................................................. J SPECIAL PROVISIONS.................................................................................................. 1 DIVISION I GENERAL PROVISIONS.......................................................................................................1 1 GENERAL...........................................................................................................................................1 2 BIDDING.............................................................................................................................................1 3 CONTRACT AWARD AND EXECUTION...........................................................................................1 4 SCOPE OF WORK .............................................................................................................................2 5 CONTROL OF WORK ........................................................................................................................2 6 CONTROL OF MATERIALS...............................................................................................................2 7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC .......................................................2 8 PROSECUTION AND PROGRESS ...................................................................................................3 14 ENVIRONMENTAL STEWARDSHIP ...............................................................................................3 91 PAINT ...............................................................................................................................................3 DIVISION XIII APPENDICES ....................................................................................................................3 APPENDIX A - FORM OF AGREEMENT ....................................................................... 0 APPENDIX B – TECHNICAL SPECIFICATIONS............................................................ 3 APPENDIX C – LEAD PAINT TEST RESULTS.............................................................. 0 APPENDIX D – INTERIOR LADDER PHOTOS.............................................................. 1
NOTICE TO BIDDERS
i
NOTICE TO BIDDERS
BID SUBMISSION
Sealed bids will be received by the City of San Luis Obispo at the Public Works Administration Office located at 919 Palm Street, San Luis Obispo, California 93401, until 11:00 a.m. on <<January 1, 2020>>
at which time they will be publicly opened and read aloud. Submit bid in a sealed envelope plainly marked:
Wash Water Tank No. 1 Rehabilitation
Any bid received after the time and date specified will not be considered and will be returned to the bidder unopened. Bids received by Fax or Email will not be considered.
By submission of bid you agree to comply with all instruction and requirements in this notice and the contract documents.
All bids must be submitted on the Bid Item List form(s) provided and submitted with all other Bid Forms included in these Special Provisions.
Each bid must be accompanied by either a:
1. certified check
2. cashier's check
3. bidder's bond
made payable to the City of San Luis Obispo for an amount equal to ten percent of the bid amount as a guaranty. Guaranty will be forfeited to the City San Luis Obispo if the bidder, to whom the contract is awarded, fails to enter into the contract.
The City of San Luis Obispo reserves the right to accept or reject any or all bids or waive any informality in a bid.
All bids are to be compared based on the City Engineer's estimate of the quantities of work to be done, as shown on the Bid Item List.
Bids will only be accepted from bidders that are licensed in compliance with the provisions of Chapter 9, Division III of Business and Professions Code.
The award of the contract, if awarded, will be to the lowest responsive bid submitted by a responsible contractor whose bid complies with the requirements prescribed. If the contract is awarded, the contract will be awarded within 60 calendar days after the opening of the bids.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
ii
Failure to raise defects in the notice to bidders or bid forms prior to bid opening constitute a waiver of those defects.
BID DOCUMENTS
A copy of the plans and special provisions may be downloaded, free of charge, from the City’s website at:
www.slocity.org/government/department-directory/public-works/public-works-bidsproposals Standard Specifications and Engineering Standards referenced in the Special Provisions may be downloaded, free of charge, from the City’s website at:
www.slocity.org/government/department-directory/public-works/documentsonline/construction-documents You are responsible to obtain all issued addenda prior to bid opening. Addenda will be available to download at the City’s website listed above or at the office of the City Engineer.
Contact the project manager, Noah Maidrand at (805) 783-7854 or the Public Works Department at (805) 781-7200 prior to bid opening to verify the number of addenda issued.
You are responsible to verify your contact information is correct on the plan holders list located on the City’s website at:
www.slocity.org/government/department-directory/public-works/public-works-bidsproposals.
PROJECT INFORMATION
In general, the project includes removal and disposal of heavy-metal bearing exterior coatings from an existing approximately 190,000 gallon steel tank. Project also includes recoating interior and exterior surfaces, removal of existing steel roof and rafters, and furnishing and installing a free-spanning aluminum roof. Additive Bid Item A1 includes construction of a 3-foot high shell wall extension to the top course of the existing tank shell.
The project estimated construction cost is $536,000
Contract time is established as 80 working days. The Contract start date is established as 5/10/2024. The time required to fill the obtain VOC and bacteriological sampling results is excluded from the contract duration.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
iii
The fixed liquidated damages amount is established at $1,000 per day for failure to complete the work within the contract time.
In compliance with section 1773 of the Labor Code, the State of California Department of Industrial Relations has established prevailing hourly wage rates for each type of workman. Current wage rates may be obtained from the Division of Labor at:
https://www.dir.ca.gov/oprl/DPreWageDetermination.htm
This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
There will be a mandatory walkthrough on XXXXXXXXXXXXXX . Bidders should meet where at the San Luis Obispo Water Treatment Plant at 1900 Stenner Creek Rd at X:XX time.
QUALIFICATIONS
You must possess a valid Class A or C-33 Contractor's License at the time of the bid opening.
You and any subcontractors required to pay prevailing wage must be registered with the Department of Industrial Relations pursuant to Section 1725.5 of the Labor Code.
You must have experience constructing projects similar to the work specified for this project. Provide three similar reference projects completed as the prime contractor. • All referenced projects must have been completed within the last five years from this project’s bid opening date.
• All referenced projects must have been completed under contract with a city, county, state or federal government agency as the prime contractor. o Two referenced project must include:
▪ Surface preparation and coating of steel water tanks of similar or greater size including the mitigation of heavy metal-bearing coatings and the use of full containment systems around steel water tanks containing lead-bearing coatings
o One referenced project must include:
▪ Structural steel tank welding and construction
Failure to provide reference projects as specified in this section and as required on the qualification form is cause to reject a bid as being non-responsive.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
iv
The City reserves the right to reject any bid based on non-responsiveness if a bidder fails to provide a bid that complies with all bidding instructions.
The City reserves the right to reject a responsive bid based on the non-responsibility of the bidder if the Director of Public Works or Designee finds, after providing notice and a hearing to the bidder, that the bidder lacks the
1. knowledge
2. experience,
3. or is otherwise not responsible
as defined in Section 3.24 of the San Luis Obispo Municipal Code to complete the project in the best interest of the City.
Rejected bidders may appeal this determination. Appeal must comply with the requirements in this Notice to Bidders.
It is the City of San Luis Obispo’s intent to award the contract to the lowest responsive bid submitted by a responsible bidder. If in the bidder’s opinion the contract has been or may be improperly awarded, the bidder may protest the contract award.
Protests must be filed no later than five working days after either:
1. bid opening date
2. notification of rejected bid.
Protest must be in writing and received by the project manager located at:
919 Palm Street
San Luis Obispo, CA 93401.
Valid protests must contain the following information:
1. the reasons for the protest
2. any supporting documentation
3. the ruling expected by the City to remedy the protest.
Any protest not containing all required information will be deemed invalid and rejected.
The City will consider additional documentation or other supporting information regarding the protest if submitted in compliance to the specified time limits. Anything submitted after the specified time limit will be rejected and not be considered.
The Director of Public Works or Designee may request additional information to be submitted within three days of the request, unless otherwise specified, and will notify the protester of ruling within ten days of determination.
If the protester is not satisfied with ruling, the protester may appeal the ruling to the City Council in compliance with Chapter 1.20 of the City of San Luis Obispo Municipal Code.
Pursuant to the Public Records Act (Government Code, § 6250, et seq.), the City will make public records available upon request.
NOTICE TO BIDDERS
NOTICE TO BIDDERS
v
AWARD
The lowest bidder will be determined using the BASE BID TOTAL.
As a condition to executing a contract with the City, two bonds each equal to one hundred percent of the total contract price are required in compliance with Section 3-1.05 of the Standard Specifications.
You may substitute securities for moneys withheld under the contract in compliance with the provisions of the Public Contract Code, Section 10263.
ACCOMMODATION
If any accommodations are needed to participate in the bid process, please contact Argelia Chang at (805) 781-7200 or by Telecommunications Device for the Deaf at (805) 781-7107. Requests should be made as early as possible in the bidding process to allow time for accommodation.
BID FORMS
A
BID FORMS
All bid forms must be completed and submitted with your bid. Failure to submit these forms and required bid bond is cause to reject the bid as nonresponsive. Staple all bid forms together.
THE UNDERSIGNED, agrees that they have carefully examined:
1. the location of the proposed work
2. the plans and specifications
3. read the accompanying instructions to bidders
and propose to furnish all:
4. materials
5. labor
to complete all the required work satisfactorily in compliance with
6. plans
7. specifications
8. special provisions
for the prices set forth in the bid item list:
BID ITEM LIST FOR
WASH WATER TANK NO. 1 REHABILITATION,
Specification No. 2000034-03
Item TS or Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures) 1 099198 Containment for Removal of
Heavy Metal-Bearing Coatings LS 1
2 099198 Remove Exterior Coatings
and Recoat Exterior Surfaces.
LS 1
3 099674 Remove Interior Coatings and
Recoat Interior Surfaces LS 1
4(S)
099674 Remove and Dispose of
Existing Roof and Rafter
Systems
LS 1
5(S)
051200,
331696
Furnish and Install FreeSpanning Aluminum Roof LS 1
6 264226 Cathodic Protection System LS 1
7 099198 Disposal of Removed Heavy
Metal-Bearing Tank Coatings
LS 1
8 331696
Allowance for Repair of
Internal Ladder Rungs and
Supports
1 LS $5,000 $5,000
9 099674 Tank Disinfection and VOC
Testing 1 LS
10 7 OSHA Compliance 1 LS
11 14 Health and Safety Plan 1 LS
12 099674 11-Month Inspection of
Coating Systems 1 LS
BID FORMS
BID FORMS
B
Item TS or Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures) 13(S)
051200,
331696
Extend Tank Shell Height 3
Feet 1 LS
Base Bid Total (Items 1 Through 13) $
Company Name:
(1) refers to section in the Standard Specifications, with modifications in the Special Provisions, that describe required work.
(S) indicates specialty items of work per Section 5-1.13A.
BID FORMS
BID FORMS
C
LIST OF SUBCONTRACTORS
Pursuant to Section 4100 of the Public Contracts Code and section 2-1.33C of the standard specifications, the Bidder is required to furnish the following information for each Subcontractor performing more than 1/2 percent (0.5%) of the total base bid. Do not list alternative subcontractors for the same work. Subcontracting must not total more than fifty percent (50%) of the submitted bid except as allowed in section 5-1.13 of the standard specifications.
For Streets & Highways projects, subcontractors performing less than ten thousand dollars ($10,000) worth of work need not be mentioned. Subcontractors required to pay prevailing wage, must be registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 to be listed.
NOTE: If there are no subcontractors, write “NONE” and submit with bid.
Name Under Which
Subcontractor is Licensed License Number
DIR Public
Works
Registration
Number
Address and Phone
Number of Office, Mill or
Shop
Specific
Description of
Subcontract
% of
Total
Base
Bid
Attach additional sheets as needed.
BID FORMS
BID FORMS
D
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT
In compliance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the bidder hereby declares under penalty of perjury under the laws of the State of California that the bidder, or any subcontractor to be engaged by the bidder, has ____, has not ____ been convicted within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term "bidder" is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1.
NOTE: The bidder must place a check mark after "has" or "has not" in one of the blank spaces provided. The above Statement is part of the Bid. Signing this Bid on the signature portion constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE
In compliance with Public Contract Code Section 10162, the Bidder must complete, under penalty of perjury, the following questionnaire:
Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation?
Yes No
If the answer is yes, attach a letter explaining the circumstances PUBLIC CONTRACT CODE SECTION 10232 STATEMENT
In compliance with Public Contract Code Section 10232, you hereby state under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against you within the immediately preceding two-year period because of your failure to comply with an order of a federal court which orders you to comply with an order of the National Labor Relations Board.
LABOR CODE SECTION 1725.5 STATEMENTS
The bidder has delinquent liability to an employee or the state for any assessment of back wages or related damages, interest, fines, or penalties pursuant to any final judgment, order, or determination by a court or any federal, state, or local administrative agency, including a confirmed arbitration award. Any judgment, order, or determination that is
BID FORMS
BID FORMS
E
under appeal is excluded, provided that the contractor has secured the payment of any amount eventually found due through a bond or other appropriate means.
Yes No
The bidder is currently debarred under Section 1777.1 or under any other federal or state law providing for the debarment of contractors from public works.
Yes No
NOTE: The above Statements and Questionnaire are part of the Bid. Signing this Bid on the signature portion constitute signature of this Statement and Questionnaire. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
BID FORMS
BID FORMS
F
NON-COLLUSION DECLARATION
I, , declare that
I am of ,
the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone refrained from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.
Executed on , 20 , in __
I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct.
(Signature and Title of Declarant)
(SEAL)
Subscribed and sworn to before me
this _______day of _________, 20_____
Notary Public
Company Name:____________________
BID FORMS
BID FORMS
G
BIDDER ACKNOWLEDGEMENTS
By signing below, the bidder acknowledges and confirms that this bid is based on the information contained in all contract documents, including the notice to bidders, plans, specifications, special provisions, and addendum number(s) . (Note: You are responsible to verify the number of addenda prior to the bid opening.)
The undersigned further agrees that in case of default in executing the required contract, with necessary bonds, within eight days, (not including Saturdays, Sundays, and legal holidays), after having received a mailed notice that the contract is ready for signature, the proceeds of the check or bond accompanying his bid will become the property of the City of San Luis Obispo.
Licensed in accordance with an act providing for the registration of contractors, License No. , Expiration Date .
The above statement is made under penalty of perjury, and any bid not containing this information "will be considered non-responsive and will be rejected” by the City.
Signature of Bidder
(Print Name and Title of Bidder)
DIR– Public Works
Registration No:
Business Name (DBA):
Owner/Legal Name:
Indicate One: Sole-proprietor Partnership Corporation List Partners/Corporate Officers:
Name Title
Name Title
Name Title
Business Address
Street Address
Mailing Address
City, State, Zip Code
Phone Number
Fax Number
Email Address
Date
BID FORMS
BID FORMS
H
QUALIFICATIONS
Failure to furnish complete reference information ON THIS FORM, as specified in this project’s Notice to Bidders and indicated below, is cause to reject the bid. Additional information may be attached but is not a substitute for this form.
Reference Number 1
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Is this similar to the project being bid
and did this project include surface
preparation and coating of steel water
tanks of similar or greater size
including the mitigation of heavy
metal-bearing coatings and the use of
full containment systems around steel
water tanks containing lead-bearing
coatings?
Yes □ No □
Describe the services provided and how this project is similar to that which is being bid:
Date project completed:
Was this contract for a public agency?
Yes □ No □
Reference Number 2
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Is this similar to the project being bid
and did this project include surface
preparation and coating of steel water
tanks of similar or greater size
including the mitigation of heavy
metal-bearing coatings and the use of
full containment systems around steel
water tanks containing lead-bearing
coatings?
Yes □ No □
Describe the services provided and how this project is similar to that which is being bid:
Date project completed:
Was this contract for a public agency?
Yes □ No □
Reference Number 3
Customer Name & Contact Individual
Telephone & Email
BID FORMS
BID FORMS
I
Project Name (Site Address):
Is this similar to the project being bid
and did this project include structural
steel tank welding and construction?
Yes □ No □
Describe the services provided and how this project is similar to that which is being bid:
Date project completed:
Was this contract for a public agency?
Yes □ No □
BID FORMS
BID FORMS
J
ATTACH BIDDER'S BOND TO ACCOMPANY BID
Know all men by these presents:
That we ____________________________________________, AS PRINCIPAL, and _______________________________________________________, AS SURETY, are held and firmly bound unto the City of San Luis Obispo in the sum of:
____________________________________________________ Dollars (_____________) to be paid to said City or its certain attorney, its successors and assigns; for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents:
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the certain bid of the above bounden ______________________________________________________________________ to construct ___________________________________________________________________ (insert name of street and limits to be improved or project) dated _____________________ is accepted by the City of San Luis Obispo, and if the above bounden _______________________________________________________, his heirs, executors, administrators, successors, and assigns shall duly enter into and execute a contract for such construction and shall execute and deliver the two bonds described within ten (10) days (not including Saturdays, Sundays, or legal holidays) after the above bounden,
______________________________________________________, has received notice by and from the said City of San Luis Obispo that said contract is ready for execution, then this obligation shall become null and void; otherwise, it shall be and remain in full force and virtue.
IN WITNESS WHEREOF, we hereunto set our hands and seals this ___ day of ______, 20____.
Bidder Principal:
Signature Date
Title:
Surety:
Bidder's signature is not required to be notarized. Surety's signature must be notarized.
Equivalent form may be substituted
(Rev. 6-30-14)
SPECIAL PROVISIONS
1 SPECIAL PROVISIONS
ORGANIZATION
Special provisions are under headings that correspond with the main section heading of the Standard Specifications. Each special provision begins with a revision clause that describes or introduces a revision to the Standard Specifications. Any paragraph added or deleted by a revision clause does not change the paragraph number of the Standard Specifications for any other reference to a paragraph of the Standard Specifications.
DIVISION I GENERAL PROVISIONS
1 GENERAL
Add to Section 1-1.01 GENERAL:
The work must be done in compliance with the City of San Luis Obispo, Department of Public Works:
1. Wash Water Tank No. 1 Rehabilitation, Specification No. 2000034-03 Special Provisions
2. City of San Luis Obispo Standard Specifications and Engineering Standards – 2020 edition
3. State of California, Department of Transportation Standard Specifications and Standard Plans – 2015 edition
In case of conflict between documents, governing ranking must comply with section 5-
1.02 of the City of San Luis Obispo’s Standard Specifications.
Failure to comply with the provisions of these sections is a material breach of contract:
1. Sections 5 through 8 of the Standard Specifications
2. Section 12 through 15 of the Standard Specifications
3. Section 77-1 of the Standard Specifications
4. Section 81 of the Standard Specifications
5. authorized working hours
6. OSHA compliance
2 BIDDING
Replace Section 2-1.33A BID DOCUMENT COMPLETION AND SUBMITTAL, General with:
Furnish bid using blank forms provided in the Special Provisions. Bid must include all forms and must be signed by the bidder.
3 CONTRACT AWARD AND EXECUTION
Replace 1st and 2nd paragraph in Section 3-1.18 CONTRACT EXECUTION with: (for accelerated work)
SPECIAL PROVISIONS
SPECIAL PROVISIONS
2 Upon notification of project award, return:
1. executed contract
2. insurance
3. contract bonds
within five business days after the bidder receives the contract. 4 SCOPE OF WORK
Add to Section 4-1.03 WORK DESCRIPTION:
Comply with the provisions of Section 7, 14, and Technical Specifications Numbers 013233, 051200, 099198, 099674, 264226, and 331669 for general, material, construction, and payment specifics.
5 CONTROL OF WORK
Add to Section 5-1.02D SEQUENCING
The existing roof of the wash water tank shall not be demolished until the newly furbished aluminum free-spanning roof is readily available for installation on-site. Wash water tank will be drained by the City prior to the start of contract work. Notify the project engineer of the anticipated roof delivery date when it is one week out to allow for City staff to drain the tank prior to the start of working days. The interior will be wet and will have some standing water after it is drained. The Contractor shall be responsible for fully draining and drying of the tank as required to perform the work. 6 CONTROL OF MATERIALS
Add Section 6-1.06 CONTRACTOR FURNISHED MATERIALS
The Contractor shall provide, at no additional cost to the City, all construction power used at the project site.
The Contractor shall make arrangements and provide for adequate portable toilet facilities at the site. The Contractor shall maintain sanitary facilities until completion of work at which time the facilities will be removed from the site and premises disinfected.
The Contractor shall protect all materials and equipment stored onsite from any damage or deterioration until it is ready for installation.
7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
Replace last paragraph in Section 7-1.02K(3) Labor Code, Certified Payroll Records (Labor Code 1776) with:
Furnish the Engineer one Portable Document Format (PDF) file which contains all certified payroll records for the prior month’s work. Redact the PDF file making the employee’s social security number illegible. Failure to submit PDF file with other monthly payroll records is considered an incomplete payroll submission and penalties will be assessed.
SPECIAL PROVISIONS
SPECIAL PROVISIONS
3 8 PROSECUTION AND PROGRESS
Replace the 1st paragraph in Section 8-1.02A SCHEDULE, General with:
Provide a Level 1 schedule for this work.
14 ENVIRONMENTAL STEWARDSHIP
Add to Section 14-9.02 AIR POLLUTION CONTROL, General:
The City has obtained an annual permit for construction from the Air Pollution Control District (APCD). The annual APCD permit and construction log files are located on the City’s website:
http://www.slocity.org/government/department-directory/public-works/documentsonline/construction-documents A copy of the permit can also be found in Appendix H of the City Standards. You are required to comply with the APCD permit including all notification and construction logs using the appropriate equipment. Provide training to all workers in the construction area.
You must comply with section 77-1 of the standard specifications. 91 PAINT
Section 91 to be replaced in its entirety with Technical Specification Section 099674.
DIVISION XIII APPENDICES
APPENDIX
APPENDIX
0 APPENDIX A - FORM OF AGREEMENT
THIS AGREEMENT, made on _____________, by and between the City of San Luis Obispo, a municipal corporation and charter city, San Luis Obispo County, California (hereinafter called the Owner) and COMPANY NAME (hereinafter called the Contractor).
WITNESSETH:
That the Owner and the Contractor for the consideration stated herein agree as follows:
ARTICLE 1, SCOPE OF WORK: The Contractor shall perform everything required to be performed, shall provide and furnish all of the labor, materials, necessary tools, expendable equipment, and all utility and transportation services required to complete all the work of construction of
NAME OF PROJECT, SPEC NO.
in strict compliance with the plans and specifications therefor, including any and all Addenda, adopted by the Owner, in strict compliance with the Contract Documents hereinafter enumerated.
It is agreed that said labor, materials, tools, equipment, and services shall be furnished and said work performed and completed under the direction and supervision and subject to the approval of the Owner or its authorized representatives.
ARTICLE II, CONTRACT PRICE: The Owner shall pay the Contractor as full consideration for the faithful performance of this Contract, subject to any additions or deductions as provided in the Contract Documents, the contract prices as follows:
Item
No.
Item Unit of
Measure
Estimated
Quantity
Item Price
(in figures)
Total
(in figures)
1. 2.
3. BID TOTAL: $ .00
Payments are to be made to the Contractor in compliance with and subject to the provisions embodied in the documents made a part of this Contract.
Should any dispute arise respecting the true value of any work omitted, or of any extra work which the Contractor may be required to do, or respecting the size of any payment to the Contractor, during the performance of this Contract, said dispute shall be decided by the Owner and its decision shall be final, and conclusive.
APPENDIX
APPENDIX
1 ARTICLE III, COMPONENT PARTS OF THIS CONTRACT: The Contract consists of the following documents, all of which are as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached:
1. Notice to Bidders and Information for Bidders
2. Standard Specifications and Engineering Standards
3. Special Provisions, any Addenda, Plans and Contract Change Orders
4. Caltrans Standard Specifications and Standard Plans 2015
5. Accepted Bid and Bid Bond
6. List of Subcontractors
7. Public Contract Code Sections 10285.1 Statement
8. Public Contract Code Section 10162 Questionnaire
9. Public Contract Code Section 10232 Statement
10.Labor Code Section 1725.5 Statements
11.Bidder Acknowledgements
12.Qualifications
13.Non-collusion Declaration
14.Agreement and Bonds
15.Insurance Requirements and Forms
ARTICLE IV INDEMNIFICATION: The Contractor shall indemnify, defend with legal counsel approved by City, and hold harmless City, its officers, officials, employees and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with the Contractor’s negligence, recklessness or willful misconduct in the performance of work hereunder or its failure to comply with any of its obligations contained in this Agreement, except such loss or damage which is caused by the sole or active negligence or willful misconduct of the City. Should conflict of interest principles preclude a single legal counsel from representing both the City and the Contractor, or should the City otherwise find the Contractor’s legal counsel unacceptable, then the Contractor shall reimburse the City its costs of defense, including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation. The Contractor shall promptly pay any final judgment rendered against the City (and its officers, officials, employees and volunteers) with respect to claims determined by a trier of fact to have been the result of the Contractor’s negligent, reckless or wrongful performance. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Agreement.
The Contractor obligations under this section apply regardless of whether such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee.
However, without affecting the rights of the City under any provision of this agreement, the Contractor shall not be required to indemnify and hold harmless the City for liability attributable to the active negligence of City, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In
APPENDIX
APPENDIX
2 instances where the City is shown to have been actively negligent and where the City’s active negligence accounts for only a percentage of the liability involved, the obligation of the Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of the City.
ARTICLE V. It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the bid of said Contractor, then this instrument shall control and nothing herein shall be considered as an acceptance of the said terms of said bid conflicting herewith.
IN WITNESS WHEREOF, the parties to these presents have hereunto set their hands this year and date first above written.
CITY OF SAN LUIS OBISPO
A Municipal Corporation
__________________________________
Derek Johnson, City Manager
APPROVED AS TO FORM CONTRACTOR:
Name of Company
________________________________ By:________________________________ J. Christine Dietrick
City Attorney
Name of CAO/President
Its: CAO/PRESIDENT
(2nd signature required if Corporation):
By:________________________________
Name of Corporate Officer
Its: ____________________
APPENDIX
APPENDIX
3 APPENDIX B – TECHNICAL SPECIFICATIONS
DRAFT - NOT FOR CONSTRUCTION
CITY OF SAN LUIS OBISPO
WASH WATER TANK NO. 1 REHABILITATION
DRAFT FINAL TECHNICAL SPECIFICATIONS
TABLE OF CONTENTS
DIVISION 01 – GENERAL REQUIREMENTS
013233 PRECONSTRUCTION DIGITAL AUDIO-VIDEO DOCUMENTATION DIVISION 05 – METALS
051200 STRUCTURAL STEEL FRAMING
DIVISION 09 – FINISHES
099198 REMOVAL OF HEAVY METAL-BEARING COATINGS
099674 COATINGS FOR STEEL WATER TANK
DIVISION 26 – ELECTRICAL
264226 IMPRESSED CURRENT CATHODIC PROTECTION SYSTEM FOR STEEL WATER TANKS
DIVISION 33 – UTILITIES
331696 GROUND LEVEL STEEL WATER STORAGE TANK REHABILITATION
DRAFT - NOT FOR CONSTRUCTION
PRECONSTRUCTION DIGITAL AUDIO-VIDEO DOCUMENTATION 013233-1 City of SLO Wash Water Tank No. 1 Rehabilitation - 20 Jul 2023 SECTION 013233 PRECONSTRUCTION DIGITAL AUDIO-VIDEO DOCUMENTATION PART 1 - GENERAL
1.01 DESCRIPTION
This section includes materials and performance for preconstruction digital audio-video documentation and generally defines Contractor's responsibilities, unless otherwise stated, for the following:
A. Equipment.
B. Submittals.
C. Technique.
D. Quality assurance.
1.02 VIDEO AND AUDIO QUALITY
A. Documentation shall be performed by a responsible commercial firm skilled and regularly engaged in the preparation of preconstruction color audio-video documentation acceptable to the Owner.
B. Completed documentation shall reproduce bright, sharp pictures with accurate colors and shall be free from distortion or any other significant picture imperfection. The audio portion of the recording shall reproduce the commentary of the camera operator with proper volume, clarity, and be free of distortion.
C. The Owner’s Representative will accompany the commercial firm in performing the audio-video documentation to observe the documentation effort. The accompanying personnel may direct the commercial firm to record certain features observed. Notify the Owner’s Representative seven days in advance so that the accompanying personnel can be scheduled.
D. Construction shall not proceed until the Owner and Owner’s Representative have reviewed the documentation and notified the Contractor of its acceptability. It is anticipated that such review will be completed within 7 days after submittal.
1.03 MEASUREMENT AND PAYMENT
No separate payment item is provided for this work. The cost of performing this work shall be incorporated into the bid item for mobilization.
DRAFT - NOT FOR CONSTRUCTION
PRECONSTRUCTION DIGITAL AUDIO-VIDEO DOCUMENTATION 013233-2 City of SLO Wash Water Tank No. 1 Rehabilitation - 20 Jul 2023 PART 2 - MATERIALS
2.01 RECORDING EQUIPMENT
Utilize a high-resolution digital video camera with extended still frame capability.
2.02 RECORDING MEDIA
A. Utilize new, MP4 media file on thumb drive having:
1. High resolution.
2. Extended still frame capability.
PART 3 - EXECUTION
3.01 COVERAGE
A. Record coverage of surface features located in the construction’s zone of influence including, but not limited to:
1. Driveways and concrete features
2. Electrical facilities including cathodic protection system, pressure transducer, and control panels
3. Wash Water Tank No. 1, including tank shell, concrete foundation, exposed conduit and piping
4. Exterior ladder, cage, and handrail
5. Walls and retaining walls
6. Drainage structures
B. Record the individual features of each item with particular attention being focused upon the existence of any existing faults, fractures, or defects.
C. Control pan rate, rate of travel, camera height, and zoom rate to maintain a steady clear view.
D. Create a single, continuous, unedited recording which begins and ends within each portion of a particular construction area.
3.02 AUDIO CONTENT
A. Simultaneously record audio content during videotaping.
DRAFT - NOT FOR CONSTRUCTION
PRECONSTRUCTION DIGITAL AUDIO-VIDEO DOCUMENTATION 013233-3 City of SLO Wash Water Tank No. 1 Rehabilitation - 20 Jul 2023 B. Audio recording shall assist in viewer orientation and in any needed identification, clarification, or description of features being recorded.
C. Audio recording shall only consist of camera operator commentary.
3.03 INDEXING
A. Permanently label thumb drive with a sequential number and the project name.
B. Index thumb drive with a digital record of the time and date of the recording which is continuously displayed as the MP4 is played.
C. Prepare a written log which describes the contents of each thumb drive including:
1. Coverage and location.
2. Recording date.
3.04 CONDITIONS
A. Record coverage during dry, clear weather and during daylight hours only.
B. Record coverage when the area is free of debris or obstructions.
C. Record coverage no more than 21 days prior to mobilization at the site.
END OF SECTION
DRAFT - NOT FOR CONSTRUCTION
STRUCTURAL STEEL FRAMING 051200-1
City of SLO Wash Water Tank No. 1 Rehabilitation - 20 Jul 2023 SECTION 051200 STRUCTURAL STEEL FRAMING
PART 1 - GENERAL
1.01 SUMMARY
A. Section Includes:
1. Structural-steel materials.
1.02 RELATED WORK SPECIFIED ELSEWHERE
1. Removal of Heavy Metal-Bearing Coatings: 099198.
1.03 DEFINITIONS
A. Structural Steel: Elements of the structural frame indicated on Drawings and as described in ANSI/AISC 303.
1.04 COORDINATION
A. Coordinate selection of shop primers with topcoats to be applied over them. Comply with paint and coating manufacturers' written recommendations to ensure that shop primers and topcoats are compatible with one another.
1.05 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1.06 ACTION SUBMITTALS
A. Product Data:
1. Structural-steel materials.
B. Shop Drawings: Show fabrication of structural-steel components.
1. Include details of cuts, connections, splices, camber, holes, and other pertinent data.
DRAFT - NOT FOR CONSTRUCTION
STRUCTURAL STEEL FRAMING 051200-2
City of SLO Wash Water Tank No. 1 Rehabilitation - 20 Jul 2023
2. Indicate welds by standard AWS symbols, distinguishing between shop and field welds, and show size, length, and type of each weld. Show backing bars that are to be removed and supplemental fillet welds where backing bars are to remain.
3. Indicate type, size, and length of bolts, distinguishing between shop and field bolts. Identify pretensioned and slip-critical, high-strength bolted connections.
4. Identify members not to be shop primed.
C. Welding Procedure Specifications (WPSs) and Procedure Qualification Records (PQRs): Provide in accordance with AWS D1.1/D1.1M for each welded joint whether prequalified or qualified by testing, including the following:
1. Power source (constant current or constant voltage).
2. Electrode manufacturer and trade name, for demand-critical welds.
1.07 INFORMATIONAL SUBMITTALS
A. Qualification Data: For Installer fabricator professional engineer testing agency.
B. Welding certificates.
C. Mill test reports for structural-steel materials, including chemical and physical properties.
D. Product Test Reports: For the following:
1. Bolts, nuts, and washers, including mechanical properties and chemical analysis.
E. Source quality-control reports.
F. Field quality-control reports.
1.08 QUALITY ASSURANCE
A. Welding Qualifications: Qualify procedures and personnel in accordance with AWS D1.1/D1.1M.
1.09 DELIVERY, STORAGE, AND HANDLING
A. Store materials to permit easy access for inspection and identification. Keep steel members off ground and spaced by using pallets, dunnage, or other supports and spacers. Protect steel members and packaged materials from corrosion and deterioration.
DRAFT - NOT FOR CONSTRUCTION
STRUCTURAL STEEL FRAMING 051200-3
City of SLO Wash Water Tank No. 1 Rehabilitation - 20 Jul 2023
1. Do not store materials on structure in a manner that might cause distortion, damage, or overload to members or supporting structures. Repair or replace damaged materials or structures as directed.
B. Store fasteners in a protected place in sealed containers with manufacturer's labels intact.
1. Fasteners may be repackaged provided Owner's testing and inspecting agency observes repackaging and seals containers.
2. Clean and relubricate bolts and nuts that become dry or rusty before use.
3. Comply with manufacturers' written recommendations for cleaning and lubricating ASTM F3125/F3125M, Grade F1852 bolt assemblies and for retesting bolt assemblies after lubrication.
PART 2 - PRODUCTS
2.01 PERFORMANCE REQUIREMENTS
A. Comply with applicable provisions of the following specifications and documents:
1. ANSI/AISC 303.
2. ANSI/AISC 360.
2.02 STRUCTURAL-STEEL MATERIALS
A. Plate and Bar: ASTM A36/A36M, ASTM A573/A573M, Grade 58.
B. Welding Electrodes: Comply with AWS requirements.
2.03 FABRICATION
A. Structural Steel: Fabricate and assemble in shop to greatest extent possible. Fabricate in accordance with ANSI/AISC 303 and to ANSI/AISC 360.
1. Camber structural-steel members where indicated.
2. Fabricate beams with rolling camber up.
3. Identify high-strength structural steel in accordance with ASTM A6/A6M and maintain markings until structural-steel framing has been erected.
4. Mark and match-mark materials for field assembly.
5. Complete structural-steel assemblies, including welding of units, before starting shop-priming operations.
B. Thermal Cutting: Perform thermal cutting by machine to greatest extent possible.
DRAFT - NOT FOR CONSTRUCTION
STRUCTURAL STEEL FRAMING 051200-4
City of SLO Wash Water Tank No. 1 Rehabilitation - 20 Jul 2023
1. Plane thermally cut edges to be welded to comply with requirements in AWS D1.1/D1.1M.
C. Bolt Holes: Cut, drill, mechanically thermal cut, or punch standard bolt holes perpendicular to metal surfaces.
D. Finishing: Accurately finish ends of columns and other members transmitting bearing loads.
E. Holes: Provide holes required for securing other work to structural steel and for other work to pass through steel members.
1. Cut, drill, or punch holes perpendicular to steel surfaces.
2. Baseplate Holes: Cut, drill, mechanically thermal cut, or punch holes perpendicular to steel surfaces.
3. Weld threaded nuts to framing and other specialty items indicated to receive other work.
2.04 SOURCE QUALITY CONTROL
A. Testing Agency: Owner will engage a qualified testing agency to perform shop tests and inspections.
1. Allow testing agency access to places where structural-steel work is being fabricated or produced to perform tests and inspections.
2. Bolted Connections: Inspect and test shop-bolted connections in accordance with RCSC's "Specification for Structural Joints Using High-Strength Bolts."
3. Welded Connections: Visually inspect shop-welded connections in accordance with AWS D1.1/D1.1M and the following inspection procedures, at testing agency's option:
a. Radiographic Inspection: ASTM E94/E94M.
4. Prepare test and inspection reports.
PART 3 - EXECUTION
3.01 EXAMINATION
A. Proceed with installation only after unsatisfactory conditions have been corrected.
3.02 PREPARATION
A. Provide temporary shores, guys, braces, and other supports during erection to keep structural steel secure, plumb, and in alignment against temporary construction loads and loads equal in intensity to design loads. Remove temporary supports when
DRAFT - NOT FOR CONSTRUCTION
STRUCTURAL STEEL FRAMING 051200-5
City of SLO Wash Water Tank No. 1 Rehabilitation - 20 Jul 2023 permanent structural steel, connections, and bracing are in place unless otherwise indicated on Drawings.
3.03 ERECTION
A. Set structural steel accurately in locations and to elevations indicated and in accordance with ANSI/AISC 303 and ANSI/AISC 360.
B. Baseplates, Bearing Plates, and Leveling Plates: Clean concrete- and masonry-bearing surfaces of bond-reducing materials, and roughen surfaces prior to setting plates. Clean bottom surface of plates.
1. Set plates for structural members on wedges, shims, or setting nuts as required.
C. Maintain erection tolerances of structural steel within ANSI/AISC 303.
D. Align and adjust various members that form part of complete frame or structure before permanently fastening. Before assembly, clean bearing surfaces and other surfaces that are in permanent contact with members. Perform necessary adjustments to compensate for discrepancies in elevations and alignment.
1. Level and plumb individual members of structure. Slope roof framing members to slopes indicated on Drawings.
2. Make allowances for difference between temperature at time of erection and mean temperature when structure is completed and in service.
E. Splice members only where indicated.
F. Do not use thermal cutting during erection.
G. Do not enlarge unfair holes in members by burning or using drift pins. Ream holes that must be enlarged to admit bolts.
3.04 FIELD CONNECTIONS
A. Weld Connections: Comply with AWS D1.1/D1.1M for tolerances, appearances, welding procedure specifications, weld quality, and methods used in correcting welding work.
1. Comply with ANSI/AISC 303 and ANSI/AISC 360 for bearing, alignment, adequacy of temporary connections, and removal of paint on surfaces adjacent to field welds.
DRAFT - NOT FOR CONSTRUCTION
STRUCTURAL STEEL FRAMING 051200-6
City of SLO Wash Water Tank No. 1 Rehabilitation - 20 Jul 2023
3.05 FIELD QUALITY CONTROL
A. Special Inspections: Owner will engage a special inspector to perform the following special inspections:
1. Verify structural-steel materials and inspect steel frame joint details.
2. Verify weld materials and inspect welds.
3. Verify connection materials and inspect high-strength bolted connections.
B. Testing Agency: Owner will engage a qualified testing agency to perform tests and inspections.
1. Welded Connections: Visually inspect field welds in accordance with AWS D1.1/D1.1M.
a. In addition to visual inspection, test and inspect field welds in accordance with AWS D1.1/D1.1M and the following inspection procedures, at testing agency's option:
1) Radiographic Inspection: ASTM E94/E94M.
END OF SECTION
DRAFT - NOT FOR CONSTRUCTION
REMOVAL OF HEAVY METAL-BEARING COATINGS 099198-1
City of SLO Wash Water Tank No. 1 Rehabilitation - 20 Jul 2023 SECTION 099198 REMOVAL OF HEAVY METAL-BEARING COATINGS
PART 1 - GENERAL
1.01 DESCRIPTION
A. The exterior coatings of Wash Water Tank No. 1 contain lead. This section describes the materials, processes, protective measures, and inspection for the removal and disposal of heavy metal-bearing paint and coatings. Results of lead testing performed at Wash Water Tank No. 1 can be found in Appendix C.
B. The City assumes no responsibility for the accuracy of the sampling or test results. All work involving the removal of heavy metal containing coatings and the disposal of such removed material shall be in strict accordance with all applicable Local, State and Federal regulations and guidelines including notification, removal and containment techniques, proper transportation and disposal, and worker protection and monitoring.
The Contractor is responsible for conducting any required testing and conforming to applicable regulations.
C. The work shall include removal of the heavy metal-bearing paint to bare metal on the tank, piping, and other appurtenances, and package and transport of heavy metal-bearing waste material to a California Department of Health Services-approved waste disposal site for such materials with the following options:
1. Option A: Hazardous wastes permanently stored at a waste disposal facility.
2. Option B: Hazardous wastes processed by either a recycling or incineration facility.
D. Provide and operate required safety equipment including respiratory and protective gear.
Contractor is also responsible for personal monitoring of Contractor personnel and posting access restrictions required during the course of work.
E. Perform work in compliance with federal, state, and local laws and regulations including the following:
1. EPA.
2. OSHA Rule on Lead Exposure in Construction (29 CFR 1926.62)
3. California Hazardous Waste Control Act.
4. Title 8, California Code of Regulations including Section 5216.
5. Title 22, California Code of Regulations, Chapter 30.
6. Title 26, California Code of Regulations.