AGENDA
February 19, 2025
CITY COUNCIL
6:00 p.m.
Council Chambers
311 Vernon Street
Roseville, CA
www.roseville.ca.us
THE CITY OF ROSEVILLE WELCOMES YOUR PARTICIPATION
If an agenda item is open to public comment, such public comment shall be addressed to the chair of the meeting.
Public Comment
- Speakers have three minutes under Public Comment to speak on issues that
are not listed on the agenda and are within the City's jurisdiction. The Brown Act does not permit any action or discussion on items not listed on the agenda.
Consent Calendar
- If applicable, the Consent Calendar consists of routine items that may be approved by one motion. Any person can remove an item from the Consent Calendar to be discussed separately.
Agenda Items
- Speakers have five minutes to address items that are listed on the agenda.
Levine Act Provisions
-
The Levine Act requires a Party (or its agent (s)) to a Proceeding before the City of Roseville that involves any action or consideration to their contract, license, permit, or other entitlement for use, to disclose any campaign contribution made to City elected or appointed officers (including Councilmembers, Planning Commissioners, and members of other City boards and commissions) totaling more than $250 within the 12 months before the City decision.
Americans with Disabilities Act
- Notify the City Clerk or Secretary at least 72 hours in advance if special assistance is required to participate in a meeting including the need of auxiliary aids or services.
Audio/Visual Presentations
- If making a presentation regarding an agenda item, audio/visual materials must be submitted to the City Clerk or Secretary at least 72 hours in advance.
Security procedures are in place to attend Roseville City Council meetings.
All attendees must
successfully pass through a security metal detector.
Any person with a prohibited item will not be
allowed entry.
Prohibited items include, but are not limited to: firearms (even with valid CCW), knives, pepper spray/mace, explosives of any kind/ any weapons and/or dangerous devices of any kind, illegal drugs and alcohol.
Roseville City Clerk 311 Vernon Street, Roseville, CA 916-774-5200 TDD 916-774-5220
1. CALL TO ORDER
2. ROLL CALL
3. PLEDGE OF ALLEGIANCE
4. MEETING PROCEDURES
5. PUBLIC COMMENTS
6. CONSENT CALENDAR
BEGINNING OF CONSENT CALENDAR
Minutes
6.1. Minutes of Prior Meeting
Memo from City Clerk Technician Melissa Lipp and City Clerk Carmen Avalos recommending the City Council approve the minutes of the February 5, 2025 City Council Meeting.
CC #:
3766
File #:
0102-03
CONTACT:
Melissa Lipp 916-774-5268 [email protected]
Bids / Purchases / Services
6.2. Permit Center Renovation (RFQ 10-3406) - Contract Purchase Agreement Memo from Buyer Tiffany Valdez and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 25-048 APPROVING A CONTRACT PURCHASE AGREEMENT, BY
AND BETWEEN THE CITY OF ROSEVILLE AND JPB DESIGNS, INC.,
AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON
BEHALF OF THE CITY OF ROSEVILLE (3004373). Staff requests Council approve a contract purchase agreement with JPB Designs Inc as the lowest responsive and responsible bidder for Request for Quotations No. 10-3406 for Permit Center Renovation. The cost of the agreement is $532,000. Additionally, staff requests Council authorize the Public Works Director or his designee to approve change order requests for this project up to 10% ($53,200) as a construction contingency, for a grand total of $585,200. The Permit Center Remodel Project is budgeted in the General Fund.
CC #:
3760
File #:
0900-04
CONTACT:
Tiffany Valdez 916-746-1109 [email protected]
6.3. Capacitor Banks (RFQ 10-3403) - Purchase Order
Memo from Buyer Sue Jessup and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 25-034 APPROVING A PURCHASE ORDER FOR CAPACITOR
BANKS. Staff requests Council authorize an open purchase order with Anixter
Inc.
as the lowest responsive and responsible bidder for the purchase of capacitor banks in response to Request for Quotations No. 10-3403.
Funding is
included in the Electric Fund budget. The total spending authority for the initial contract period and optional renewal years through 2029 is a not-to-exceed amount of $2,500,000. The bid allowed for four optional renewal years at one- year intervals. Staff requests authorization to continue utilizing the remaining optional renewal years
without further Council approvals until the contract expires or until City staff determines that continuing with the same vendor is not in the City's best interest.
CC #:
3749
File #:
0203-07
CONTACT:
Sue Jessup 916-746-1107 [email protected]
6.4. Irrigation Controllers (RFQ 10-3409) - Purchase Order Memo from Buyer Sue Jessup and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council approve a purchase order to Ewing Irrigation and Landscape Supply as the lowest responsive and responsible bid received for irrigation controllers in response to Request for Quotations No. 10-3409. The cost of the controllers is $59,616.30 plus sales tax of $4,620.27, for a grand total of $64,236.57. The controllers operate streetscape irrigation within the districts that supports trees, turf, shrubs, etc. Funding is included in the Parks, Recreation and Libraries FY2024-25 budget in various City funds including the General Fund and community facilities districts.
CC #:
3755
File #:
0203-10
CONTACT:
Sue Jessup 916-746-1107 [email protected]
6.5. Waste Activated Sludge Replacement Pumps and Pump Parts - Sole Source Contract Purchase Agreement
Memo from
Preventative Maintenance Coordinator Blaine Wiegel
and Environmental Utilities Director Sean Bigley recommending the City Council adopt RESOLUTION NO. 25-050 APPROVING A CONTRACT
PURCHASE AGREEMENT, BY AND BETWEEN THE CITY OF
ROSEVILLE AND DXP ENTERPRISES, INC., AND AUTHORIZING THE
CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF
ROSEVILLE (3004308). Staff requests Council
approval of a sole source
contract purchase agreement with DXP Enterprises Inc. for the purchase and installation of two Vogelsang pumps and pump parts used in the waste-activated sludge process at the Dry Creek Wastewater Treatment Plant.
DXP Enterprises
Inc. is the exclusive distributor of Vogelsang pumps for municipal sales in California.
The cost of this purchase is $149,372 with a ten percent contingency before tax and shipping of $13,342 for a total not-to-exceed cost of $162,714.
Funding for this purchase will be provided from the Environmental Utilities Department's annual maintenance budget for the Dry Creek Wastewater Treatment Plant in the Wastewater Operations Fund.
CC #:
3763
File #:
0203-09
CONTACT:
Blaine Wiegel 916-746-1833 [email protected]
6.6. Silver Spruce (KT-52) Park - Approval of Plans and Specifications and Authorization to Call for Bids
Memo from Senior Park Development Project Manager Heather Buck and Parks, Recreation & Libraries Director Jill Geller recommending the City Council approve the plans and specifications for the Silver Spruce Park Project (KT-52) and authorize staff to call for bids. This 7.5-acre school/park site is located at Sierra Village Drive and Silver Spruce Drive within the Sierra Vista Specific Plan area of Roseville. The Silver Spruce Park Project includes a
multi-use grass area that can accommodate a youth cricket or youth soccer field, a shaded play area, covered picnic area, restroom, off-street parking that will connect to parking at the future elementary school, a walking path, landscaping and irrigation. Bid alternates include a full court for basketball, swings, a nature play area, additional turf, metal shade structure in lieu of a fabric shade structure, and a sidewalk along the street edge.
Funding for this project was approved in
the FY2022-23 budget (for design) and the FY2023-24 budget (for construction) through the Neighborhood Park - Sierra Vista Fund. Maintenance will be funded through the Sierra Vista Community Facilities District No. 2 (Public Services). There will be no General Fund fiscal impacts.
CC #:
3762
File #:
0704-01
CONTACT:
Heather Buck 916-774-5254 [email protected]
6.7. On-Call General Plumbing Services – Contract Purchase Agreements Memo from Administrative Technician Darci Carpenter and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 25-044
APPROVING AN ON-CALL CONTRACT
PURCHASE AGREEMENT, BY AND BETWEEN THE CITY OF
ROSEVILLE AND THP MECHANICAL, LLC, AND AUTHORIZING THE
CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF
ROSEVILLE
(3004345); and adopt RESOLUTION NO. 25-045
APPROVING AN ON-CALL CONTRACT PURCHASE AGREEMENT, BY
AND BETWEEN THE CITY OF ROSEVILLE AND ACCO ENGINEERED
SYSTEMS, INC., AND AUTHORIZING THE CITY MANAGER TO
EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE
(3004342); and
adopt RESOLUTION NO. 25-046 APPROVING AN ON-CALL CONTRACT
PURCHASE AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE
AND LAWSON SSP GROUP, LLC, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE (3004348); and adopt RESOLUTION NO. 25-047 APPROVING AN ON-CALL CONTRACT
PURCHASE AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE
AND LAWSON SSP GROUP, LLC, AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE (3004349).
Staff
requests Council approval of four (4) contract purchase agreements with THP Mechanical, ACCO Engineered Systems, Lawson SSP Group, and TriCorp Group to provide on-call general plumbing services, for a combined total estimated amount of $300,000. The agreements will provide on-call plumbing services at City facilities.
The initial amount of each agreement is $75,000. Staff requests authorization to utilize the four optional renewal years at one-year intervals without further Council approvals until the agreements expire or until City staff determines that continuing with the same vendors is not in the City’s best interest. Funding for this year is included in the Building Maintenance and Facility Rehabilitation Divisions' FY2024- 25 budgets in the Facility Services Fund. The funds will be encumbered one year at a time, pending Council approval of each budget year.
CC #:
3759
File #:
0800-04
CONTACT:
Darci Carpenter 916-774-5702 [email protected]
6.8. On-Call General Construction Services – Contract Purchase Agreements Memo from Administrative Technician Darci Carpenter and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 25-041
APPROVING AN ON-CALL CONTRACT
PURCHASE AGREEMENT, BY AND BETWEEN THE CITY OF
ROSEVILLE AND BULLARD, INC., AND AUTHORIZING THE CITY
MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF
ROSEVILLE
(3004372)
; and adopt RESOLUTION NO. 25-042
APPROVING AN ON-CALL CONTRACT PURCHASE AGREEMENT, BY
AND BETWEEN THE CITY OF ROSEVILLE AND CARTER/KELLY,
INCORPORATED, AND AUTHORIZING THE CITY MANAGER TO
EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE
(3004374)
; and
adopt RESOLUTION NO. 25-043
APPROVING AN ON-CALL CONTRACT
PURCHASE AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND TRICORP GROUP, INC., AND AUTHORIZING THE CITY MANAGER TO
EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE
(3004375).
Staff
requests Council approval for
contract purchase agreements with Bullard, Inc.,
Carter/Kelly, Incorporated; and TriCorp Group, Inc to provide on-call general construction services. The estimated value of the initial agreement with Bullard, Inc. is $1,000,000; Carter-Kelly, Inc. is $500,000; and TriCorp Group, Inc. is $300,000.
Staff requests authorization to utilize the four optional renewal years at one-year intervals without further Council approvals until the agreements expire or until City staff determines that continuing with the same vendors is not in the City’s best interest.
The estimated combined value of these contracts is $1,800,000 for FY2024-25, not to exceed annual budgeted amounts. Funding for this year is included in the Building Maintenance and Facility Rehabilitation Divisions FY2024- 25 budgets in the Facility Services Fund. Future funding will be encumbered one year at a time pending Council approval of each budget year.
CC #:
3758
File #:
0800-04
CONTACT:
Darci Carpenter 916-774-5702 [email protected]
Resolutions
6.9. Mahany Park Backstop #4 Repair Project - Notice of Completion Memo from Park Development Project Manager Kelly Appier and Parks, Recreation & Libraries Director Jill Geller recommending the City Council adopt RESOLUTION NO. 25-039 ACCEPTING THE PUBLIC WORK KNOWN
AS MAHANY PARK BACKSTOP #4 REPAIR PROJECT, APPROVING
THE “NOTICE OF COMPLETION”, AND AUTHORIZING THE PARKS,
RECREATION AND LIBRARIES DIRECTOR TO EXECUTE SAID
NOTICE ON BEHALF OF THE CITY OF ROSEVILLE
. The Parks,
Recreation & Libraries Department has made a final inspection of Mahany Backstop Repair Project and has found that all contract work has been completed in accordance with the improvement plans and specifications. The project is now ready for acceptance.
Funding for the Mahany Park Backstop Repairs project was approved during the FY2024-25 budget in the Citywide Park Fund and is anticipated to be reimbursed 75% by the Federal Emergency Management Agency, 18.75% by the state, and ultimately be 6.25% City funded. There will be no increase in maintenance costs.
CC #:
3756
File #:
0704-01
CONTACT:
Kelly Appier 916-774-5927 [email protected]
6.10. Joint Use of High School/Park Sites - Master Agreement Memo from
Parks, Recreation & Libraries Recreation Manager
Jeff Nereson
and
Parks, Recreation & Libraries Director
Jill Geller
recommending the City
Council adopt RESOLUTION NO. 25-040
APPROVING AN AGREEMENT,
BY AND BETWEEN THE CITY OF ROSEVILLE AND THE ROSEVILLE
JOINT UNION HIGH SCHOOL DISTRICT, AND AUTHORIZING THE
CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF
ROSEVILLE
.
Staff requests Council approve a Master Agreement for Joint Use of High School/Park Sites with the Roseville Joint Union High School District for a term of five (5) years. The City has
partnered with the district to
update and renew the joint use agreement last approved in July 2019. This agreement provides both entities with priority access to each other’s sports fields and facilities, fostering collaboration to meet the needs of the student body and the broader Roseville community. The City’s fair share costs for facility use will be absorbed in the Parks, Recreation & Libraries (PRL) operating budget in the General Fund. PRL will receive a total of $377,000 for the first three years of this agreement for use of the Roseville Aquatics Complex.
CC #:
3757
File #:
0704
CONTACT:
Jeff Nereson 916-774-5974 [email protected]
6.11. Creekview - Phase 4 - Village 7 - Notice of Completion Memo from Construction Inspector Pablo Macias
and Development Services
Director Mike Isom recommending the City Council adopt RESOLUTION NO. 25-035 ACCEPTING THE PUBLIC WORK KNOWN AS CREEKVIEW -
PHASE 4 - VILLAGE 7 PROJECT, APPROVING THE "NOTICE OF
COMPLETION", AND AUTHORIZING AND DIRECTING THE CITY
ENGINEER TO EXECUTE SAID NOTICE ON BEHALF OF THE CITY OF
ROSEVILLE, THEREFORE, AND ACCEPTING ALL DEDICATIONS
OFFERED ON THE RECORDED MAP OF THE SUBDIVISION. The
Engineering Division has made final inspection of the project and has found the civil improvement work complete in accordance with the improvement plans and City specifications. This action has no fiscal impact on the City's General Fund.
Construction costs were paid by the developer.
CC #:
3751
File #:
0400-04-13-1
CONTACT:
Pablo Macias 916-717-9196 [email protected]
6.12. Creekview - Phase 4 - Villages 6 & 8 - Notice of Completion Memo from Construction Inspector Pablo Macias
and Development Services
Director Mike Isom recommending the City Council adopt RESOLUTION NO. 25-036 ACCEPTING THE PUBLIC WORK KNOWN AS CREEKVIEW -
PHASE 4 - VILLAGES 6 & 8 PROJECT, APPROVING THE "NOTICE OF COMPLETION", AND AUTHORIZING AND DIRECTJNG THE CITY
ENGINEER TO EXECUTE SAID NOTICE ON BEHALF OF THE CITY OF
ROSEVILLE, THEREFORE, AND ACCEPTING ALL DEDICATIONS
OFFERED ON THE RECORDED MAP OF THE SUBDMSION. The
Engineering Division has made final inspection of the project and has found the civil improvement work complete in accordance with the improvement plans and City specifications. This action has no fiscal impact on the City's General Fund.
Construction costs were paid by the developer.
CC #:
3752
File #:
0400-04-13-1
CONTACT:
Pablo Macias 916-751-9196 [email protected]
6.13. Downtown Roseville Security Patrol - Professional Services Agreement Memo from Management Analyst Mark Peinado and Police Chief Troy Bergstrom recommending the City Council adopt RESOLUTION NO. 25-037
APPROVING A PROFESSIONAL SERVICES AGREEMENT, BY AND
BETWEEN THE CITY OF ROSEVILLE AND UNIVERSAL PROTECTION
SERVICE, LP DBA ALLIED UNIVERSAL SECURITY SERVICES, AND
AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF
THE CITY OF ROSEVILLE
. The Police Department is the lead for
developing a contract security service to assist in the Downtown and Historic Old Town areas of the City. The contracted security company will provide 7 day a week, 12 hours per day security coverage in these areas, assist with security at City facilities in the areas, assist with security at City Council meetings, and provide assistance to business owners within the area. Following a competitive bid process,
Universal Protection Service, LP dba Allied Universal Security Services was selected as the contractor. The first-year contract cost is $154,905.88 and was included in the Police Department's FY2024-25 budget in the General Fund.
CC #:
3753
File #:
0323
CONTACT:
Mark Peinado 916-774-5021 [email protected]
Jeff Beigh 916-774-5041 [email protected]
Reports / Requests
6.14. Board of Appeals Appointment
Memo from Senior Deputy City Attorney Travis Cochran recommending the City Council appoint Sharon Lawin to the Board of Appeals for a term expiring December 31, 2028.
CC #:
3748
File #:
0103-41-03
CONTACT:
Travis Cochran 916-774-5325 [email protected]
Ceremonial Documents
6.15. Proclamation - Government Communications Day February 21 Proclaim February 21, 2025, as Government Communications Day and encourage all residents to thank Roseville government communications employees who have dedicated their careers to ensure the City of Roseville has effective, impactful, and successful communication strategies that resonate and are relevant.
CC #:
3764
File #:
0102-06
CONTACT:
Blair Hutchison 916-774-5266 [email protected]
6.16. Proclamation - National Procurement Month March 2025 Proclaim March 2025 as Procurement Month and urge all citizens to join the City of Roseville in recognizing the contribution and importance of our Purchasing Division employees and their impact within business, industry and government.
CC #:
3765
File #:
0102-06
CONTACT:
Blair Hutchison 916-774-5266 [email protected]
END OF CONSENT CALENDAR
7. SPECIAL REQUESTS/REPORTS/PRESENTATION
7.1. Council Discretionary Funds - Westbrook Elementary Parent Teacher Club Memo from Executive Assistant Heather Blanco and City Clerk Carmen Avalos requesting the City Council consider a request for a $5,000 Platinum Sponsorship from Council Discretionary Funds for Westbrook Elementary Parent Teacher Club for the first Parent’s Comedy Night Out Fundraiser, hosted by Roseville Theatre Arts Academy.
The balance remaining in the Council’s
Discretionary Funds for FY2024-25 is $10,321.
CC #:
3750
File #:
0102-16
CONTACT:
Heather Blanco 916-746-1171 [email protected]
8. RESOLUTIONS
8.1. Roseville Parkway Extension Project - Notice of Completion Memo from Senior Engineer Jesse Khatkar and Public Works Director Jason Shykowski recommending the City Council adopt RESOLUTION NO. 25-049
ACCEPTING THE PUBLIC WORK KNOWN AS THE ROSEVILLE
PARKWAY EXTENSION PROJECT, APPROVING THE “NOTICE OF
COMPLETION”, AND AUTHORIZING THE PUBLIC WORKS DIRECTOR
TO EXECUTE SAID NOTICE ON BEHALF OF THE CITY OF
ROSEVILLE
. Staff requests Council approve the Roseville Parkway Extension Project as complete. The project constructed a new roadway with four vehicle travel lanes (two in each direction); curb, gutter and sidewalk; on-street bike lanes; separated multi-use path; street lights; street landscaping; and the construction of an overpass spanning the Union Pacific Railroad tracks and Industrial Avenue. The project was funded with developer paid Traffic Mitigation Fees. No General Fund resources were used for this project.
CC #:
3761
File #:
0900-04-02
CONTACT:
Jesse Khatkar 916-774-5434 [email protected]
9. COUNCIL REPORTS / PUBLIC COMMENTS
10. ADJOURNMENT
COUNCIL COMMUNICATION
CC #:
3766
File #:
0102-03
Title:
Minutes of Prior Meeting
Contact:
Melissa Lipp 916-774-5268 [email protected]
Meeting Date: 2/19/2025
Item #: 6.1.
RECOMMENDATION TO COUNCIL
Approve the minutes of the
February 5, 2025
City Council Meeting.
BACKGROUND
Not applicable.
FISCAL IMPACT
There is no fiscal impact associated with this request.
ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment, or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378. The City Council minutes are not subject to CEQA. No additional environmental review is required.
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal B - Support community engagement and advocacy
Respectfully Submitted,
Melissa Lipp, City Clerk Technician
Carmen Avalos, City Clerk
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:
Description
February 5, 2025
MINUTES
February 5, 2025
CITY COUNCIL
6:00 p.m.
Council Chambers
311 Vernon Street
Roseville, CA
www.roseville.ca.us
1. CALL TO ORDER
Mayor Krista Bernasconi called the meeting to order at 6:02 p.m.
2. ROLL CALL
Present: Vice Mayor Karen Alvord, Councilmember Bruce Houdesheldt, Councilmember Pauline Roccucci, Mayor Krista Bernasconi
Absent: Councilmember Tracy Mendonsa
3. PLEDGE OF ALLEGIANCE
Lilly Zwald led the Pledge of Allegiance.
4. MEETING PROCEDURES
City Clerk Carmen Avalos announced the procedures for addressing the City Council.
5. PUBLIC COMMENTS
Robert Elster with the Placer Veterans Stand Down spoke on fundraiser event to be held on March 1, 2025 and the Placer Veterans Stand Down event to be held on May 6th through May 8th.
Amelia Kelly spoke in support of Black History Month.
Lloyd Reber, member of Norcal Carpenter Union, spoke in support of education and training.
Kate Rosenlich spoke on improving transparency on public comment and updating agenda policies.
Jennifer Chapman spoke on concerns of maintaining the pathway along the creek at 701-705 Sunrise Avenue.
6. CONSENT CALENDAR
BEGINNING OF CONSENT CALENDAR
Motion by Bruce Houdesheldt, seconded by Pauline Roccucci, to approve the Consent Calendar as presented. The Motion Passed.
Roll call vote:
Ayes: Alvord, Bernasconi, Houdesheldt, Roccucci
Absent: Mendonsa
Minutes
6.1. Minutes of Prior Meetings
Memo from City Clerk Technician Melissa Lipp and City Clerk Carmen Avalos recommending the City Council approve the minutes of the January 15, 2025 Special Meeting City Council Legislative Platform Workshop, and January 15, 2025 City Council Meeting.
CC #:
3747
File #:
0102-03
CONTACT:
Melissa Lipp 916-774-5268 [email protected]
Bids / Purchases / Services
6.2. Riego Creek Park Turf Installation Project - Approval of Plans and Specifications and Authorization to Call for Bids
Memo from Senior Park Development Project Manager Heather Buck and Parks, Recreation & Libraries Director Jill Geller recommending the City Council approve the plans and specifications for the Riego Creek Park Turf Conversion Project and authorize staff to call for bids. Riego Creek Park is located on the 12.15-acre site off North Hayden and Holt Parkways, adjacent to Riego Creek Elementary in the Fiddyment Farm area of West Roseville.
The Riego Creek Park Turf Conversion
Project includes converting some landscaped areas along North Hayden Parkway to turf. The park was designed and constructed to meet the project budget with a conservative approach to landscaping. F
unding for the initial park construction was
approved in
the FY2021-22 CIP budget in the Neighborhood Park - West Roseville Specific Plan Fund.
As the park project is now complete and all
expenses have been accounted for, staff proposes to utilize unspent contingency funds to potentially convert two large landscape areas along North Hayden into turf
grass. These areas include the large spaces outside the outfield fences.
Ongoing
m
aintenance costs are funded through the Fiddyment Ranch Community Facilities District No. 2 (Public Services). There will be minimal additional maintenance cost because of this project.
CC #:
3738
File #:
0704-01
CONTACT:
Heather Buck 916-774-5254
[email protected]
6.3. Traffic Signal Equipment (RFQ 10-3404) - Purchase Orders Memo from Buyer Sue Jessup and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 25- 021 APPROVING A PURCHASE ORDER FOR TRAFFIC SIGNAL
EQUIPMENT; and adopt RESOLUTION NO. 25-022 APPROVING A
PURCHASE ORDER FOR TRAFFIC SIGNAL EQUIPMENT; and adopt
RESOLUTION NO. 25-023 APPROVING A PURCHASE ORDER FOR
TRAFFIC SIGNAL EQUIPMENT; and adopt RESOLUTION NO. 25-
024 APPROVING A PURCHASE ORDER FOR TRAFFIC SIGNAL
EQUIPMENT; and adopt RESOLUTION NO. 25-025 APPROVING A
PURCHASE ORDER FOR TRAFFIC SIGNAL EQUIPMENT; and adopt
RESOLUTION NO. 25-026 APPROVING A PURCHASE ORDER FOR
TRAFFIC SIGNAL EQUIPMENT; and adopt RESOLUTION NO. 25-
027 APPROVING A PURCHASE ORDER FOR TRAFFIC SIGNAL
EQUIPMENT; and adopt RESOLUTION NO. 25-028 APPROVING A
PURCHASE ORDER FOR TRAFFIC SIGNAL EQUIPMENT; and adopt
RESOLUTION NO. 25-029 APPROVING A PURCHASE ORDER FOR
TRAFFIC SIGNAL EQUIPMENT. Staff recommends Council authorize open purchase orders with Advanced Traffic Products, Inc.; AM Signal LLC; AZCO Supply, Inc.; Control Tech West, Inc. dba CT West; Econolite Control Products, Inc.; EYEP Solutions, Inc.; J A Momaney Services, Inc. dba JAM Services; SWARCO McCain, Inc.; KCM Marketing Group, Inc. dba MK Battery; and Western Systems, Inc. as the lowest responsive and responsible bidders for the purchase of traffic signal equipment in response to Request for Quotations No. 10- 3404. Funding is included in the Public Works Department’s Traffic Signal capital improvement project budgets and in the Electric Fund budget for maintenance, rehabilitation, and replacement. The estimated total annual value of the award is $1,700,000 for the twelve-month period from February 5, 2025 to February 4, 2026. Staff requests authorization for four optional renewal years without further Council approval, pending Council’s approval of the annual budget.
CC #:
3736
File #:
0203-04
CONTACT:
Sue Jessup 916-746-1107 [email protected]
6.4. Vacuum Power Circuit Breakers (RFQ 10-3407) - Purchase Order Memo from Buyer Sue Jessup and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 25- 030 APPROVING A PURCHASE ORDER FOR VACUUM POWER CIRCUIT BREAKERS. Staff requests Council authorize open purchase orders with Meiden
America Switchgear, Inc. as the lowest responsive and responsible bidder for the purchase of vacuum power circuit breakers in response to Request for Quotations No. 10-3407. Funding is included in the Electric Fund budget. The total amount authorized for the initial contract period and optional renewal years through FY2028-29 is a not-to-exceed amount of $4,250,000.
CC #:
3737
File #:
0203-04
CONTACT:
Sue Jessup 916-746-1107 [email protected]
Resolutions
6.5. Denio Family Park - Phase 1 Project - Notice of Completion Memo from Park Development Project Manager Joel De Jong and Parks, Recreation & Libraries Director Jill Geller recommending the City Council adopt RESOLUTION NO. 25-033 ACCEPTING THE PUBLIC WORK KNOWN AS DENIO FAMILY PARK - PHASE 1 PROJECT, APPROVING THE “NOTICE OF COMPLETION”, AND AUTHORIZING THE PARKS, RECREATION AND
LIBRARIES DIRECTOR TO EXECUTE SAID NOTICE ON BEHALF OF
THE CITY OF ROSEVILLE. Staff requests Council approval to accept the Denio Family Park - Phase 1 Project, as complete, and adopt a resolution authorizing the Parks, Recreation & Libraries Director to execute the Notice of Completion on behalf of the City.
The Parks, Recreation & Libraries Department has made a final inspection of the Denio Family Park - Phase 1 Project and has found that all contract work has been completed in accordance with the approved plans and specifications. The project is now ready for acceptance. The project scope of work includes a dog park, 18-hole disc golf course, parking areas, a group picnic area, restrooms, landscape and irrigation. Funding for the first phase of construction was approved using the Citywide Park - West Roseville Specific Plan Fund and was allocated in the FY2021-22 budget. A budget adjustment was approved at the time of contract award to fully fund the construction of the amenities identified in the Phase 1 project. Maintenance of the Phase 1 park improvements will cost approximately $60,000/year and will be funded from the General Fund.
CC #:
3745
File #:
0704-01
CONTACT:
Joel De Jong 916-774-5924 [email protected]
6.6. Riego Creek Park - Notice of Completion
Memo from Park Development Project Manager Heather Buck and Parks, Recreation & Libraries Director Jill Geller recommending the City Council adopt RESOLUTION NO. 25-019 ACCEPTING THE PUBLIC WORK KNOWN AS RIEGO CREEK PARK PROJECT, APPROVING THE “NOTICE OF
COMPLETION”, AND AUTHORIZING THE PARKS, RECREATION AND
LIBRARIES DIRECTOR TO EXECUTE SAID NOTICE ON BEHALF OF
THE CITY OF ROSEVILLE. Staff requests Council accept the Riego Creek Park Project as complete.
The Parks, Recreation & Libraries Department has made
a final inspection of the
Riego Creek Park Project
and has found that all contract work
has been completed in accordance with the improvement plans and specifications. The
project is now ready for acceptance.
The Riego Creek Park Project (formerly F-51
Park) is located on the 12.15-acre site off of North Hayden and Holt Parkways, adjacent to Riego Creek Elementary in the Fiddyment Farm area of West Roseville.
This Project includes a children’s play and swing area, shaded picnic area, off-street parking, two baseball/softball fields, a restroom, a perimeter looped trail with mileage markers and a small outdoor classroom area.
In accordance with City specifications, the
contractor shall guarantee the installation of these improvements for a period of twelve (12) months from the date of this Notice of Completion.
Funding for the construction
project was approved in
the FY2021-22 CIP budget from the Neighborhood Park -West Roseville SP Fund.
CC #:
3733
File #:
0704-01
CONTACT:
Heather Buck 916-774-5254
[email protected]
6.7. Northern California Power Agency Combustion Turbine Project - Second Phase Agreement
Memo from Power Supply and Portfolio Administrator Petra Wallace and Electric Utility Director Daniel Beans recommending the City Council adopt RESOLUTION NO. 25-032 APPROVING A SECOND PHASE AGREEMENT
FOR COMBUSTION TURBINE PROJECT NUMBER TWO REPOWER
PROJECT WITH NORTHERN CALIFORNIA POWER AGENCY, AND
AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff requests Council approve
the Second Phase
Agreement with the Northern California Power Agency (NCPA) and its applicable members to develop project surveys, preliminary investigations, prepare designs, develop a project schedule, and place deposits for long-lead items for the potential repowering of NCPA’s Combustion Turbine Project No. 2.
The estimated cost for
Roseville’s share of the Second Phase Agreement is approximately $2.3 million.
Funding is included in the Electric Department’s FY2024-25 budget in the Electric Fund.
CC #:
3743
File #:
0800-03
CONTACT:
Petra Wallace
916-774-5510
[email protected]
6.8. Construction Management and Inspection Services for Aquifer Storage and Recovery Wells 13 (Campus Oaks) and 19 (Misty Woods) Project - Professional Services Agreement
Memo from Senior Engineer Keith Schmidt and Environmental Utilities Director Sean Bigley recommending the City Council adopt RESOLUTION NO. 25-018
APPROVING A PROFESSIONAL SERVICES AGREEMENT, BY AND
BETWEEN THE CITY OF ROSEVILLE AND BROWN AND CALDWELL,
AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE. Staff
requests Council approval and award of
the Aquifer Storage and Recovery Wells Campus Oaks (Well 13) and Misty Wood (Well 19) Construction Management and Inspection Services Agreement to Brown and Caldwell in the amount of $1,793,516. The source of funding for this agreement is the Water Construction Fund, as well as a state grant approved by
Council on September 20, 2023.
CC #:
3730
File #:
0800-02
CONTACT:
Keith Schmidt 916-746-1194 [email protected]
Ordinances (for introduction and adoption - appropriation/urgency measures)
6.9. Lighting and Landscape Districts - Budget Adjustment Memo from Parks & Open Space Superintendent Eric Dexter and Parks, Recreation & Libraries Director Jill Geller recommending the City Council adopt ORDINANCE NO. 6910 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2024-25 BUDGET AND DECLARING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE.
Staff
requests Council approval of a budget adjustment in three special district areas totaling
$81,000. The recommended budget adjustment will provide resources for repairs and maintenance of fencing in the Northwest Specific Plan Lighting and Landscape District (LLD), to increase the budget to re-paint the Cosmos sculpture in the Olympus Pointe LLD, and to increase the budget to complete a lighting project in the Vernon Street LLD. Funding is available in the Northwest Specific Plan LLD Fund, the Olympus Pointe LLD Zone A Fund, and the Vernon Street LLD Fund. There is no impact on the General Fund.
CC #:
3732
File #:
0206-08-01 & 0201-01
CONTACT:
Eric Dexter 916-746-1769 [email protected]
6.10. Staffing Changes
Memo from Human Resources Manager Macy Dippert and Human Resources Director Stacey Peterson recommending the City Council adopt ORDINANCE NO. 6911 AMENDING ORDINANCE NO. 6894, THE SALARY ORDINANCE
FOR EMPLOYEES REPRESENTED BY THE INTERNATIONAL UNION OF OPERATING ENGINEERS, STATIONARY ENGINEERS, LOCAL 39, AS AMENDED BY APPENDIX “F” TO BE EFFECTIVE FEBRUARY 8, 2025, AS AN URGENCY MEASURE.
As part of an ongoing assessment of the appropriate
staffing levels to provide a high level of service to the community, staff recommends that the City Council approve the
International Union of Operating Engineers, Stationary
Engineers, Local 39 (Local 39)
A & B salary schedules reflecting the addition of a Parks Contract Compliance Technician, Parks Maintenance and Construction Technician, and Parks Inspector classifications and the deletion of the Parks Project Technician classification. The City position allocation schedule reflects six (6) full-time position reclassifications from Parks Project Technician to three (3) Parks Contract Compliance Technicians, one (1) Parks Maintenance and Construction Technician, two (2) Parks Inspector positions, and one (1) position reclassification from Deputy City Attorney II to Senior Deputy City Attorney. For the remainder of FY2024-25, the financial impact of the recommendations to the General Fund is $15,349. All net budget increases can be covered by the General Fund contingency, if necessary, so no budget adjustments are recommended at this time.
CC #:
3739
File #:
0600-01
CONTACT:
Macy Dippert 916-774-5215 [email protected]
6.11. Environmental Utilities Water Project Cancellations – Budget Adjustment Memo from Water Utility Manager George Hanson and Environmental Utilities Director Sean Bigley recommending the City Council adopt ORDINANCE NO. 6909 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR
2024-25 BUDGET AND DECLARING THIS ORDINANCE TO BE
IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE.
Staff
requests Council approve a budget adjustment to the FY2024-25 budget to return unspent appropriations to available resources in the Water Rehabilitation Fund as a result of the cancellation of the Industrial Avenue 12-inch Water Main Rehabilitation Project, return unspent appropriations to available resources in the Water Operations Fund as a result of the cancellation of the Lead and Copper Rule Revisions–Public Outreach project, and return resources to available resources in the Water Construction Fund due to the cancellation of the Long-Term Water Contracts project. The budget adjustment will return a total of $745,914 to available resources in the Water funds.
CC #:
3731
File #:
0900-02-01 & 0201-01
CONTACT:
George Hanson 916-746-1764 [email protected]
Ceremonial Documents
6.12. Resolution - Jeff Beaubier
Commend Jeff Beaubier for his 24 years of outstanding service and dedication to the City of Roseville and the Electric Department, congratulate him for his many accomplishments, and wish him a long, healthy, and enjoyable retirement.
CC #:
3746
File #: 0102-10
CONTACT:
Blair Hutchison 916-774-5266 [email protected]
END OF CONSENT CALENDAR
7. RESOLUTIONS
7.1. Sunrose Apartments Permanent Supportive Housing Project - Regulatory Agreement, Loan Agreement, Promissory Note, and Deed of Trust Memo from Housing Manager Trisha Isom and Economic Development Director Melissa Anguiano recommending the City Council adopt RESOLUTION NO. 25- 031 APPROVING A REGULATORY AGREEMENT, LOAN AGREEMENT,
PROMISSORY NOTE, AND DEED OF TRUST, BY AND BETWEEN THE
CITY OF ROSEVILLE AND ADVOCATES FOR MENTALLY ILL HOUSING, INC., AND AUTHORIZING THE CITY MANAGER TO EXECUTE IT AND ANY
OTHER RELATED DOCUMENTS ON BEHALF OF THE CITY OF
ROSEVILLE.
Staff requests Council approval of the necessary loan documents between the City and Advocates for Mentally Ill Housing, Inc. to fund the Sunrose Permanent Supportive Housing project (Sunrose Apartments), in the amount of $1,500,000. The Sunrose Apartments will include 82 studio units. The loan will be funded with HOME Program Income which is generated by First-Time Home Buyer and Owner-Occupied Rehabilitation loan payoffs funded using HOME program dollars. The recommended agreements will support the City's General Plan in meeting the affordable housing goals. No General Fund resources will be used in the development of this project.
CC #:
3740
File #:
0709-03
CONTACT:
Trisha Isom 916-746-1239 [email protected]
Housing Manager Trisha Isom made the presentation to the City Council.
Placer Community Foundation Chief Executive Officer Veronica Blake spoke in support of the program.
AMI Housing Chief Executive Officer Jennifer Price spoke in support of the program.
Motion by Bruce Houdesheldt, seconded by Karen Alvord, to adopt RESOLUTION NO 25-031 APPROVING A REGULATORY
AGREEMENT, LOAN AGREEMENT, PROMISSORY NOTE, AND DEED OF
TRUST, BY AND BETWEEN THE CITY OF ROSEVILLE AND ADVOCATES FOR MENTALLY ILL HOUSING, INC. AND AUTHORIZING THE CITY
MANAGER TO EXECUTE IT AND ANY OTHER RELATED DOCUMENTS
ON BEHALF OF THE CITY OF ROSEVILLE. The Motion Passed.
Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Roccucci
Absent: Mendonsa
8. ORDINANCES
8.1. Fiscal Year 2023-24 Year-End Financial Report and Fiscal Year 2024-25 - Budget Adjustments
Memo from Budget Manager Nancy Rothlisberger and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council accept the FY2023-24 Year-End Report; and adopt ORDINANCE NO. 6912 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2024-25
BUDGET AND DECLARING THIS ORDINANCE TO BE IMMEDIATELY
EFFECTIVE AS AN APPROPRIATION MEASURE. Staff requests Council receive the FY2023-24 Year-End Report and approve the related adjustments to the FY2024-25 budget to appropriate the $15.86 million FY2023-24 General Fund year-end surplus to fund the following one-time expenditures: (1) Parks Recreation, and Libraries projects totaling $4,030,000 ($3,000,000 for the West Side Maintenance Yard project, $630,000 for Adventure Club facility rehabilitation
projects, $250,000 for the Vernon Street Town Square Spray Ground Upgrades project, and $150,000 for the Courts at Gibson Park Frontage project), (2) Police Department projects totaling $930,000 ($450,000 to replace police officer equipment and $480,000 to replace body-worn cameras), (3) funding toward the anticipated shortfall in the Fleet Replacement Fund ($1,531,000), (4) payment to CalPERS for the deferred FY2023-24 additional discretionary payment of $4,577,924, and (5) transfers to the Pension Trust Fund ($1,541,076), the General Fund Capital Reserve Fund ($1,500,000), and the Strategic Improvement Fund ($1,750,000).
CC #:
3744
File #:
0201 & 0201-01
CONTACT:
N. Rothlisberger 916-774-5314 [email protected]
Assistant Finance Director Scott Pettingell made the presentation to the City Council.
Budget Manager Nancy Rothlisberger continued the presentation to the City Council.
Assistant Finance Director Scott Pettingell concluded the presentation to the City Council.
No public comment received.
Motion by Karen Alvord, seconded by Pauline Roccucci to accept the FY2023-24 Year-End Report; and adopt ORDINANCE NO. 6912 AUTHORIZING CERTAIN AMENDMENTS TO THE FISCAL YEAR 2024-25 BUDGET AND
DECLARING THIS ORDINANCE TO BE IMMEDIATELY EFFECTIVE AS AN APPROPRIATION MEASURE. The Motion Passed.
Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Roccucci
Absent: Mendonsa
9. SPECIAL REQUESTS/REPORTS/PRESENTATION
9.1. Fiscal Year 2024-25 First Quarter Report and Fiscal Year 2025-26 - Budget Development Calendar
Memo from Budget Manager Nancy Rothlisberger and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council accept a report which provides an overview of General Fund revenues for the first quarter of FY2024-25. The FY2024-25 First Quarter Report provides an overview of General Fund revenues for the first quarter of FY2024-25 (July 1, 2024 – September 30, 2024). The FY2025-26 budget development calendar, listed in the Council Communication, provides the dates of upcoming budget-related meetings and presentations. This is an informational item and requires no City Council action. There is no fiscal impact associated with this item.
CC #:
3741
File #:
0201
CONTACT:
N. Rothlisberger 916-774-5314 [email protected]
Assistant Finance Director Scott Pettingell made the presentation to the City Council.
Budget Manager Nancy Rothlisberger continued the presentation to the City Council.
For information only. No City Council action required.
No public comment received.
9.2. Roseville Transit Comprehensive Operational Analysis Memo from Alternative Transportation Manager Ed Scofield and Public Works Director Jason Shykowski recommending the City Council approve Roseville Transit's Comprehensive Operational Analysis (COA). The purpose of the COA is to examine all aspects of Roseville Transit’s existing service, search for new and innovative ways to provide transit services to Roseville residents and enable more seamless fixed-route and demand response service connections to other adjacent transit providers as part of the greater South Placer region’s transportation network.
There is no fiscal impact with the approval of the COA.
CC #:
3734
File #:
0721
CONTACT:
Ed Scofield 916-774-5449 [email protected]
Public Works Director Jason Shykowski introduced Alternative Transportation Manager Ed Scofield, who made the presentation to the City Council.
Rahul Kumar from Innovate Mobility continued the presentation to the City Council.
Ti Nguyen spoke in support of the analysis.
Lucca spoke in support of the analysis.
Motion by Bruce Houdesheldt, seconded by Pauline Roccucci to approve Roseville Transit's Comprehensive Operational Analysis. The Motion Passed.
Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Roccucci
Absent: Mendonsa
10. PUBLIC HEARING
10.1. Tax Equity and Fiscal Responsibility Act Hearing for Heritage Park Apartments Memo from Management Analyst Jeannine Thrash and Assistant City Manager/Chief Financial Officer Dennis Kauffman recommending the City Council adopt RESOLUTION NO. 25-020 APPROVING THE ISSUANCE BY THE
CALIFORNIA STATEWIDE COMMUNITIES DEVELOPMENT AUTHORITY
OF EXEMPT FACILITY BONDS FOR THE HERITAGE PARK
APARTMENTS. Staff requests Council conduct a public hearing approving the issuance of the bonds for the benefit of Heritage Park Apartments Roseville, LP (the “Borrower”) who has requested that the California Statewide Communities Development Authority (CSCDA) serve as the municipal issuer of tax-exempt multi-family housing revenue bonds in an aggregate principal amount not to exceed $35,000,000 (the “Bonds”). There is no fiscal impact to the City. The bonds will be issued as limited obligations of CSCDA, payable solely from revenues and receipts derived from a loan to be made by CSCDA to the borrower with the bond proceeds. The City bears no liability with respect to the issuance of the bonds.
Further, the City is not a party to any of the financing documents related to the Bond issuance and is not named in any of the disclosure documents describing the bonds or the proposed financing.
CC #:
3735
File #:
0206-03-01
CONTACT:
Jeannine Thrash 916-774-5473 [email protected]
Mayor Krista Bernasconi opened the public hearing.
Assistant Finance Director Scott Pettingell made the presentation to the City Council.
No public comment received.
Mayor Krista Bernasconi closed the public hearing.
Motion by Karen Alvord, seconded by Pauline Roccucci, to adopt RESOLUTION NO. 25-020 APPROVING THE ISSUANCE BY THE CALIFORNIA
STATEWIDE COMMUNITIES DEVELOPMENT AUTHORITY OF EXEMPT
FACILITY BONDS FOR THE HERITAGE PARK APARTMENTS. The Motion Passed.
Roll call vote: Ayes: Alvord, Bernasconi, Houdesheldt, Roccucci
Absent: Mendonsa
11. COUNCIL REPORTS / PUBLIC COMMENTS
Lucca spoke on concerns of bike trails and street paths needing improvements.
Councilmember Pauline Roccucci spoke on various community activities.
South Placer Wastewater Authority Meeting
- Councilmember Pauline
Roccucci reported on attendance.
Vice Mayor Karen Alvord thanked City staff for their detailed reports .
Councilmember Bruce Houdesheldt reported on various community events.
Mayor Krista Bernasconi reported on various community events.
Local Agency Formation Commission Meeting
- Mayor Krista Bernasconi
reported on attendance.
12. ADJOURNMENT
Mayor Krista Bernasconi adjourned the meeting at 7:42 p.m. in honor of Steve Cho.
Amy Cho, wife of Steve Cho, responded.
COUNCIL COMMUNICATION
CC #:
3760
File #:
0900-04
Title:
Permit Center Renovation (RFQ 10-3406) - Contract Purchase Agreement Contact:
Tiffany Valdez 916-746-1109 [email protected]
Meeting Date: 2/19/2025
Item #: 6.2.
RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution to authorize a contract purchase agreement with JPB Designs Inc. as the lowest responsive and responsible bidder for Request for Quotations No. 10-3406 Permit Center Renovation and authorize the City Manager to execute it on behalf of the City of Roseville. Staff also recommends Council approval change order authority for a 10% construction contingency.
BACKGROUND
In May of 2022, the Roseville Police Department conducted a threat assessment of the Building Permit Center, housed within the Civic Center, and identified several recommended improvements to enhance critical security measures. As a result of the threat assessment provided by Roseville Police Department, staff sought and received authorization from City Council to establish a Capital Improvement Project (CIP) and budget appropriation for the Permit Center Remodel Project on June 5, 2024.
The Permit Center Renovation project will include the installation of secure service counters, enhanced security infrastructure, updated workstations, an additional office and meeting spaces to support staff efficiency and operational needs.
A formal bid was issued with the following vendor responses:
Bidder
Total Price
JPB Designs, Inc. $532,000
Orangevale, CA
Kaler General Contractors, Inc. $557,600
Rancho Cordova, CA
PRIDE Industries $576,500
Rocklin, CA
Bullard, Inc. $577,000
Citrus Heights, CA
American River Construction, Inc. $583,000
Mather, CA
CWS Construction Group, Inc. $737,000
Novato, CA
Hilbers, Inc. $777,777
Yuba City, CA
Mesa Energy Systems, Inc. was deemed non-responsive as they failed to submit the complete bid package as required.
FISCAL IMPACT
The cost of the agreement is $532,000. Authorized change orders on an as-needed basis up to 10% ($53,200) as a construction contingency, would bring the total contract amount to $585,200.
The Permit Center Remodel Project is budgeted in the General Fund.
ENVIRONMENTAL REVIEW
The proposed project involves the minor alteration of an existing facility. This activity is categorically exempt from CEQA as a Class 1 Exemption (State CEQA Guidelines Section 15301). The Exemption has been prepared and no further CEQA action is required.
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal C - Maintain a safe and healthy community
Goal E - Deliver exceptional city services
Respectfully Submitted,
Tiffany Valdez, Buyer
Dennis Kauffman, Assistant City Manager/Chief Financial Officer
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:
Description
Resolution 25-048
Contract Purchase Agreement #3004373
Notice of Exemption
RESOLUTION NO. 25-048
APPROVING A CONTRACT PURCHASE AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND JPB DESIGNS, INC., AND AUTHORIZING THE CITY MANAGER
TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE
WHEREAS, a contract purchase agreement (3004373) for the Permit Center Renovation project, by and between the City of Roseville and JPB Designs, Inc., has been reviewed by the City Council; and
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said agreement is hereby approved and the City Manager is authorized to execute it on behalf of the City of Roseville.
BE IT FURTHER RESOLVED by the Council of the City of Roseville that the Public Works Director, or his designee, is authorized to approve change orders for the project, consistent with the contract terms, provided that the net cost of all change orders shall not exceed ten percent (10%) of the original contract price.
PASSED AND ADOPTED by the Council of the City of Roseville this ___ day of ______________, 2025, by the following vote on roll call:
AYES COUNCILMEMBERS:
NOES COUNCILMEMBERS:
ABSENT COUNCILMEMBERS:
______________________________
MAYOR
ATTEST:
________________________
City Clerk
9974831000013802 X00847874
Notice of Exemption
To: Placer County Clerk From: City of Roseville
Recorder’s Office Development Services Dept.
2954 Richardson Drive 311 Vernon Street
Auburn, CA 95603 Roseville, CA 95678
Project Title: Permit Center Remodel Construction Project – Capital Improvement Approval and Budget Adjustment
Project Location(s): 311 Vernon Street, Roseville, California 95678 (APNs 013-124-017-000, 013-124- 018-000, 013-124-022-000, and 013-124-023-000)
Project Description: This project requests a budget adjustment appropriating $1,000,000 from the Public Facilities Fund to the p roject for a remodel of the Permit Center lobby including design, construction, and security upgrades . The upgrades would be built out within the existing building, involving the movement of walls, electrical components, plumbing, and other systems. The project enable staff to better serve customers in the Permit Center and would not result in any increase in new or unplanned growth.
Public Agency Approving Project: Roseville City Council
Agency/Individual Carrying Out Project: City of Roseville Public Works Department
Reason why this Project is Exempt: This project qualifies for a Class 1 E xemption as described in Section 15301 of the California Environmental Quality Act (CEQA) guidelines which states:
“Class 1 consists of the …minor alteration of existing public…structures, facilities, [or] mechanical equipment…involving negligible or no expansion of existing or former use…. Examples include but are not limited to: (a) Interior or exterior alterations involving such things as interior partitions, plumbing, and electrical conveyances…”
The project is confined to within the existing Civic Center and on City property and would not result in expansion of use. No environmentally sensitive resources are located within any of the properties ; therefore the Class 1 exemption is applicable to the proposed project.
Lead Agency Contact Person: Lori Crittenden, Public Works Department – Facility Rehab Division, 2005 Hilltop Circle, Roseville, CA 95747. (916) 774-5707.
Signature: Date: 5/15/2024
Jessica Lynch, Environmental Coordinator,
City of Roseville
COUNCIL COMMUNICATION
CC #:
3749
File #:
0203-07
Title:
Capacitor Banks (RFQ 10-3403) - Purchase Order
Contact:
Sue Jessup 916-746-1107 [email protected]
Meeting Date: 2/19/2025
Item #: 6.3.
RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution to approve open purchase orders with Anixter Inc.
as the lowest responsive and responsible bidder for the purchase of capacitor banks in response to Request for Quotations No. 10-3403.
The bid allowed for four optional renewal years at one-year intervals. Staff requests authorization to continue utilizing the remaining optional renewal years without further Council approval, provided
that the applicable budget is approved by the City Council each year, until the contract expires or until City staff determines that continuing with the same vendor is not in the City's best interest.
BACKGROUND
Capacitors are used in the electric grid to provide voltage support and the reactive power needed by air conditioners, motors, and other machines. Capacitors are essential to the reliable operation of the electric grid, especially during the summer months as air conditioners are heavily utilized.
This equipment will be used for new development and to replace end-of-life equipment throughout the Roseville Electric system. The bid included six separate capacitor categories. The capacitors and associated equipment will be purchased on an as-needed basis throughout the contract term from the vendor receiving the award for that item.
A formal bid was issued, and the vendor responses are listed on the attached bid summary sheet.
Anixter, Inc. submitted two separate bids in order to submit two different product options. One bid was submitted under Anixter Power Solutions and the other under Wesco. Anixter Power Solutions was the lowest bid received for items 2, 5, and 6, while Wesco was the lowest bid received for items 1, 3, and 4. Anixter Power Solutions and Wesco are one and the same under Anixter Inc. and payment for purchases will be made to Anixter, Inc.
FISCAL IMPACT
The total spending authority for the initial contract period and optional renewal years through 2029 is a not-to-exceed amount of $2,500,000.
Purchase of these materials are done on an as-needed basis; there are no guaranteed spend amounts. Funding is included in the Electric Fund budget for FY2024-2025. Future year funding will be included in proposed department budgets and will be contingent upon Council approval of budgets.
ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment, or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378. The purchase of the capacitor banks meets the above criteria and is not subject to CEQA. No additional environmental review is required.
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal F - Invest in well-planned infrastructure and growth
Respectfully Submitted,
Sue Jessup, Buyer
Dennis Kauffman, Assistant City Manager/Chief Financial Officer
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:
Description
Resolution 25-034
Bid Summary
RESOLUTION NO. 25-034
APPROVING A PURCHASE ORDER FOR CAPACITOR BANKS
WHEREAS, a purchase order for capacitor banks, by and between the City of Roseville and Anixter Inc., has been reviewed by the City Council; and
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said purchase order is approved.
BE IT FURTHER RESOLVED that four (4) additional one (1) year renewals are hereby approved without further City Council approval, provided that the applicable budget is approved by the City Council each year, or until City staff determines that continuing with the same vendor is not in the City’s best interest.
PASSED AND ADOPTED by the Council of the City of Roseville this day of , 2025, by the following vote on roll call:
AYES COUNCILMEMBERS:
NOES COUNCILMEMBERS:
ABSENT COUNCILMEMBERS:
MAYOR
ATTEST:
City Clerk
Line Item Bid
Bid Type
ExcelFormat Bid Tabulation Matrix
Version 1
Bid RFQ #10-3403 - Capacitor Banks
End Date 2024-12-03 03:00 PM PST
Vendor Anixter Power Solutions Controllix Corporation Scott Engineering Inc. Wesco Item Code Item Name Item Description Qty Unit Unit Price Unit Price Unit Price Unit Price Item 1 1200kVAR, Pad-Mounted Bank 5 Each $52,742.40 $78,520.00 $70,977.00 $50,380.00 Brand Controllix SMS
Item Vendor Ref Number 1024241
Item 2 600kVAR, Pole-Mounted Bank 3 Each $16,862.50 $36,560.00 $30,140.00 $19,900.00 Brand Controllix SMS
Item Vendor Ref Number 1024241
Item 3 1200kVAR, Pole-Mounted
Bank
4 Each $22,087.10 $42,568.00 $39,794.00 $14,675.00
Brand Controllix SMS
Item Vendor Ref Number 1024241
Item 4 Single Phase Capacitor
Vacuum Switch
10 Each $2,245.25 $3,158.00 $3,440.00 $1,850.00
Brand Controllix GE
Item Vendor Ref Number 1024241
Item 5 Single Phase 200kVAR
Capacitor
10 Each $932.10 $3,023.00 $3,274.00 $1,600.00
Brand Controllix GE
Item Vendor Ref Number 1024241
Item 6 Single Phase 400kVAR
Capacitor
6 Each $977.40 $3,767.00 $4,194.00 $2,600.00
Brand Controllix GE
Item Vendor Ref Number 1024241
COUNCIL COMMUNICATION
CC #:
3755
File #:
0203-10
Title:
Irrigation Controllers (RFQ 10-3409) - Purchase Order
Contact:
Sue Jessup 916-746-1107 [email protected]
Meeting Date: 2/19/2025
Item #: 6.4.
RECOMMENDATION TO COUNCIL
Staff recommends that the City Council approve a purchase order to Ewing Irrigation and Landscape Supply as the lowest responsive and responsible bid received for irrigation controllers in response to Request for Quotations No. 10-3409. The controllers are used by City Park Maintenance staff to control the timing and frequency of irrigation in parks and landscape areas throughout the City and will be used to replace older controllers that have outdated software.
BACKGROUND
The City's irrigation system consists of controllers, short/long range radios and a central control system. The system provides remote programming, efficient monitoring and high/low pressure alarms informing staff of potential damaged or broken valves, sprinklers, or pipes. The system allows for accurate irrigation programming, easy adjustments, remote monitoring, and efficient management of water use to meet water conservation efforts and reduce staff time. The irrigation system is critical in maintaining millions of dollars of turf, landscaping, and trees throughout the community. With advances in technology, the irrigation industry is moving away from radio communications to cellular communications. The City was informed by Calsense, the irrigation controller manufacturer, that they are no longer making radio communication controllers, and all new controllers will have cellular systems. If one of these controllers fails during irrigation season, the City could experience significant turf, tree, and plant loss. This is year one of an approved 4- year CIP project.
The Parks, Recreation and Libraries department worked with the Information Technology department to reconfigure hardware, consisting of a cellular antenna and routers to convert radio operated controllers to cellular, which will prevent the need to replace some existing controllers.
A formal bid was issued with the following responses:
Bidder
Grand Total
Ewing Irrigation and Landscape Supply
$59,616.30
Roseville, CA
SiteOne Landscape Supply $59,922.52 Cleveland, OH
Horizon Distributors, Inc $65,293.14 Roseville, CA
FISCAL IMPACT
The cost of the equipment is $59,616.30 plus sales tax of $4,620.27, for a grand total of $64,236.57. Funding is included in the Parks, Recreation and Libraries FY2024-25 budget in various City funds including the General Fund and community facilities districts.
ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment, or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378. The purchase of irrigation controllers meets the above criteria and is not subject to CEQA. No additional environmental review is required.
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal F - Invest in well-planned infrastructure and growth
Respectfully Submitted,
Sue Jessup, Buyer
Dennis Kauffman, Assistant City Manager/Chief Financial Officer
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:
Description
COUNCIL COMMUNICATION
CC #:
3763
File #:
0203-09
Title:
Waste Activated Sludge Replacement Pumps and Pump Parts - Sole Source Contract Purchase Agreement
Contact:
Blaine Wiegel 916-746-1833 [email protected]
Meeting Date: 2/19/2025
Item #: 6.5.
RECOMMENDATION TO COUNCIL
Staff recommends that the City Council adopt a resolution to approve a sole source contract purchase agreement with DXP Enterprises Inc. to purchase and install two waste-activated sludge Vogelsang pumps and provide repair parts at the Dry Creek Wastewater Treatment Plant (DCWWTP), and authorize the City Manager to execute it. Staff also requests authority to approve change orders for the project, consistent with the contract terms, provided that the net cost of all change orders shall not exceed ten percent (10%) of the original contract price.
BACKGROUND
The DCWWTP has a total of four pumps that control the flow of waste-activated sludge (WAS) in the dewatering process. Two of the pumps have already been replaced and the remaining two are now in need of replacement as these pumps have reached their end of their useful life.
Vogelsang rotary lobe pumps were used for the two previous pump replacements. Efficient utilization of the existing Vogelsang pumps, repair parts, and maintenance expertise requires the acquisition of compatible pumps. These Vogelsang pumps operate with HiFlo lobes, block ring cartridge seals, and adjustable housing segments.
DXP Enterprises Inc. is the exclusive distributor of Vogelsang pumps for municipal sales in California.
FISCAL IMPACT
The cost of this purchase is $149,372 with a ten percent contingency before tax and shipping of $13,342 for a total not-to-exceed cost of $162,714. The funding source to be used for this purchase is the Environmental Utilities Department’s Fiscal Year 2024-2025 budget in the Wastewater Operation Fund.
ENVIRONMENTAL REVIEW
The proposed project involves the replacement of existing equipment. This activity is categorically exempt from CEQA as a Class 1 Exemption (State CEQA Guidelines Section 15301). The Exemption has been prepared and no further CEQA action is required.
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal C - Maintain a safe and healthy community
Goal E - Deliver exceptional city services
Goal F - Invest in well-planned infrastructure and growth
Respectfully Submitted,
Blaine Wiegel, Preventative Maintenance Coordinator
Sean Bigley, Environmental Utilities Director
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:
Description
Resolution 25-050
Contract 3004308
Notice of Exemption
RESOLUTION NO. 25-050
APPROVING A CONTRACT PURCHASE AGREEMENT, BY AND BETWEEN THE CITY OF ROSEVILLE AND DXP ENTERPRISES, INC., AND AUTHORIZING THE CITY
MANAGER TO EXECUTE IT ON BEHALF OF THE CITY OF ROSEVILLE
WHEREAS, a contract purchase agreement (3004308) to provide and install two Vogelsang rotary lobe pump assemblies at the Dry Creek Wastewater Treatment Plant, by and between the City of Roseville and DXP Enterprises, Inc., has been reviewed by the City Council; and
NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Roseville that said agreement is hereby approved and the City Manager is authorized to execute it on behalf of the City of Roseville.
BE IT FURTHER RESOLVED by the Council of the City of Roseville that the Environmental Utilities Director, or his designee, is authorized to approve change orders for the project, consistent with the contract terms, provided that the net cost of all change orders shall not exceed ten percent (10%) of the original contract price.
PASSED AND ADOPTED by the Council of the City of Roseville this ___ day of ______________, 2025, by the following vote on roll call:
AYES COUNCILMEMBERS:
NOES COUNCILMEMBERS:
ABSENT COUNCILMEMBERS:
______________________________
MAYOR
ATTEST:
________________________
City Clerk
Notice of Exemption
To: Placer County Clerk From: City of Roseville
Recorder’s Office Development Services Dept.
2954 Richardson Drive 311 Vernon Street
Auburn, CA 95603 Roseville, CA 95678
Project Title: Sole Source Contract Purchase Agreement for Waste Activat ed Sludge Pump Purchase and Install Emergency Standby Generator
Project Location(s): 1800 Booth Road, Roseville, CA 95747. Assessor’s Parcel Number s 474- 080-009-000, 474-110-001-000, 474-110-002-000, 473-080-000-000, and 473-080-002-000.
Project Description : The Environmental Utilities Department is requesting approval of a one- time sole source contract purchase agreement with DXP Enterprises Inc., to purchase and install two Vogelsang pumps and pump parts used in the waste- activated sludge process at the Dry Creek Wastewater Treatment Plant (DCWWTP). The DCWWTP has a total of four pumps that meter the flow of waste- activated sludge (WAS) in the dewatering process. Two of the pumps have already been replaced and the remaining two are now in need of replacement as these pumps have reached their end of their useful life. Replacement of the pumps is a standard pa rt of maintenance for the DCWWTP. The project would not result in an expansion of use or capacity.
Public Agency Approving Project: Roseville City Council
Agency/Individual Carrying Out Project: City of Roseville Environmental Utilities Department
Reason why this Project is Exempt: The project qualifies for a Class 1 Categorical Exemption as described in Section 15301 of the California Environmental Quality Act (CEQA) guidelines which states:
“Class 1 (Existing Facilities) consists of … minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of use.
Examples include but are not limited to:…(b) Existing facilities of both investor and publicly owned utilities to provides electric power, natural gas, sewerage, or other publis utilities.”
The project consists of the purchase and installation pumps and pump parts needed for ongoing maintenance of the DCWWTP. The project would not result in expansion of use. Consequently , the Class 1 and Categorical Exemption applies.
Lead Agency Contact Person: Blaine Wiegel, Roseville Department of Environmental Utilities – Wastewater Division (916) 746-1833.
Signature: Date: 12/6/2024
Jessica Lynch, Environmental Coordinator
City of Roseville
COUNCIL COMMUNICATION
CC #:
3762
File #:
0704-01
Title:
Silver Spruce (KT-52) Park - Approval of Plans and Specifications and Authorization to Call for Bids
Contact:
Heather Buck 916-774-5254 [email protected]
Meeting Date: 2/19/2025
Item #: 6.6.
RECOMMENDATION TO COUNCIL
Staff recommends that the City Council approve the plans and specifications for the Silver Spruce Park Project (KT-52) and authorize staff to call for bids.
BACKGROUND
Location
Silver Spruce Park (KT-52) is a 7.5-acre school/park site located at Sierra Village Drive and Silver Spruce Drive within the Sierra Vista Specific Plan area of Roseville. The park features a multi-use grass area that can accommodate a youth cricket or youth soccer field, a shaded play area, covered picnic area, restroom, off-street parking that will connect to parking at a future elementary school, a walking path, landscaping and irrigation. Bid alternates include a full court for basketball, swings, a nature play area, additional turf, metal shade structure in lieu of a fabric shade structure, and a sidewalk along the street edge. Timing for construction of the adjacent elementary school, to be built by the Center Joint Unified School District, has not yet been determined.
Background
The master plan for this park was approved by the City Council on July 17, 2024.
Schedule
Bids are scheduled to be opened in March 2025. Staff plans to return to Council in April/May 2025 to seek approval to award the project.
FISCAL IMPACT
Funding for this project was approved in the FY2022-23 budget (for design) and in the FY2023- 24 budget (for construction) through the Neighborhood Park - Sierra Vista Fund. Maintenance will be funded through the Sierra Vista Community Facilities District No. 2 (Public Services). There will be no General Fund fiscal impacts.
ENVIRONMENTAL REVIEW
Development of the KT-52 School/Park Master Plan was previously evaluated in the Sierra Vista Specific Plan EIR (certified May 5, 2010, SCH No. 2008032115), and identified in the associated Sierra Vista Specific Plan. Construction of the KT-52 School/Park Master Plan project is found to be within the scope of the project covered by the Sierra Vista Specific Plan EIR. As discussed in the Specific Plan EIR, the EIR provides environmental analyses of community infrastructure and facilities, including parks, pedestrian bridges, and bike trails, to the extent applicable. Because the project is consistent with the Sierra Vista Specific Plan EIR and Specific Plan, no new effects would be expected to occur and all applicable mitigation measures from the Sierra Vista Specific Plan EIR will be implemented during the design and construction of the KT-52 School/Park Master Plan project. Because the proposed project meets the requirements identified in Section 15183 of the State CEQA Guidelines, no additional CEQA review is required.
CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal A - Remain fiscally responsible in a changing world Goal B - Support community engagement and advocacy
Goal C - Maintain a safe and healthy community
Goal E - Deliver exceptional city services
Goal F - Invest in well-planned infrastructure and growth
Respectfully Submitted,
Heather Buck, Senior Park Development Project Manager
Jill Geller, Director, Parks, Recreation & Libraries
_____________________________
Dominick Casey, City Manager
ATTACHMENTS:
Description
Vicinity Map
Plans
Plans Pt. 2
Project Manual
Silver Spruce (KT -52) Park
Vicinity Map
LANDSCAPE ARCHITECT
Callander Associates Landscape
Architecture, Inc.
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
Phone: (916) 985-4366
ELECTRICAL ENGINEER
M. Neil's Engineering, Inc.
100 Howe Ave., Ste. 235N
Sacramento, CA 95825-8217
Phone: (916) 923-4400
CIVIL ENGINEER
SANDIS
3007 Douglas Blvd. Suite 105
Roseville, CA 95661
Phone: (916) 783-6900
GEOTECH ENGINEER
Geocon Consultants Inc
3160 Gold Valley Drive, Suite 800
Phone: (916) 852 - 9118
File Path: T:\Projects\2024\24013_KT52Park\3_ConstructionDocuments\24013_CV.dwg Plot Date: 2/3/25 Saved By: Amiller Copyright © 2020 Callander Associates Landscape Architecture, Inc. www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366 SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
REVISION DATE
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
AM
MR
As Shown
SHEET
OF 52
REVISION DATE
GENERAL NOTES
City of Roseville
316 Vernon Street, Ste. 400
Roseville, CA 95678
1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS AND THE LATEST EDITION AND AMENDMENTS OF THE CITY OF ROSEVILLE DESIGN AND CONSTRUCTION STANDARDS.
2. THE CITY OF ROSEVILLE IS A MEMBER OF THE UNDERGROUND SERVICE ALERT (U.S.A.) ONE-CALL SYSTEM. THE CONTRACTORS SHALL NOTIFY THE U.S.A. CENTER 48 HOURS IN ADVANCE OF PERFORMING ANY EXCAVATION WORK BY CALLING 1-800-227-2600.
3. THE CONTRACTOR SHALL MARK IN WHITE PAINT ALL AREAS TO BE EXCAVATED PRIOR TO CONTACTING U.S.A. ANY AREAS NOT MARKED WILL NOT BE SUBJECT TO U.S.A., AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM EXCAVATION.
4. THE CONTRACTOR SHALL EXPOSE AND VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION OF THE NEW IMPROVEMENTS CONNECTING TO OR IN THE VICINITY OF THE SAME.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS ON THE JOB SITE.
6. THE CONTRACTOR SHALL PLACE BOXED SURVEY MONUMENTS WITH 1-1/2" BRONZE HEAD SET IN CONCRETE (STD. DWG. ST-36) AT LOCATIONS SHOWN ON THESE PLANS.
7. A.C. SURFACE SHALL BE CUT TO A NEAT, STRAIGHT LINE PARALLEL WITH THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. THE EXPOSED BASE MATERIAL SHALL BE GRADED, RE-COMPACTED, AND RESEALED PRIOR TO PAVING.
8. ANY EXISTING CONCRETE SURFACE TO BE REMOVED SHALL BE SAW CUT TO A NEAT, STRAIGHT LINE.
9. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN THAT SHALL BE ACCEPTED BY THE ENGINEERING DIVISION OF PUBLIC WORKS BEFORE START OF WORK IN RIGHT-OF-WAY AND SHALL BE IN ACCORDANCE WITH CALIFORNIA MUTCD LATEST EDITION.
AT LEAST ONE LANE IN EACH DIRECTION SHALL REMAIN OPEN TO TRAFFIC UNLESS OTHERWISE SHOWN ON THE PLANS. TRAFFIC CONTROL HOURS ARE SUBJECT TO LIMITATION BY THE CITY. TRAFFIC CONTROL WITH LANE CLOSURES THAT AFFECT TRAFFIC FLOW MAY REQUIRE NIGHT WORK. IF, AS A PART OF TRAFFIC CONTROL MEASURES, A ROADWAY CLOSURE HAS BEEN APPROVED, THE CONTRACTOR SHALL NOTIFY DEVELOPMENT SERVICES CONSTRUCTION INSPECTOR 72 HOURS IN ADVANCE OF SETTING UP THIS CLOSURE.
10. CURB RAMPS CONFORMING TO ALL ADA AND TITLE 24 REQUIREMENTS SHALL BE PLACED AT ALL NEW STANDARD CURB RETURNS (STANDARD DRAWING ST-27) AND STANDARD TYPE A-7 DRIVEWAYS. WHERE EXISTING RAMPS DO NOT MEET CURRENT ADA AND TITLE 24 REQUIREMENTS, THE RAMPS SHALL BE UPGRADED IN CONFORMANCE WITH MINIMUM TITLE 24 REQUIREMENTS. WHERE
EXISTING RAMPS DO NOT INCLUDE DETECTABLE WARNING PANELS (TRUNCATED DOMES), PANELS SHALL BE RETROFITTED PER THE CONSTRUCTION STANDARDS.
11. DRAIN INLETS NOT WITHIN A PAVED AREA SHALL HAVE A 12" WIDE COLLAR OF 6" THICK P.C.C. OR 2" THICK A.C.
12. PRIOR TO THE CERTIFICATE OF COMPLETION ON ALL SINGLE-FAMILY RESIDENTIAL SUBDIVISIONS, THE DEVELOPER SHALL SUBMIT A LETTER FROM THE POST OFFICE STATING THAT ITS REQUIREMENTS FOR MAILBOX CLUSTER PADS HAVE BEEN SATISFIED.
13. ALL UNDERGROUND UTILITIES WITHIN EXISTING OR PROPOSED CITY OF ROSEVILLE EASEMENTS SHALL REQUIRE A MINIMUM OF 90% COMPACTION ON THE TRENCH BACKFILL. COMPACTION OF BACKFILL BY JETTING IS NOT PERMITTED IN CITY OF ROSEVILLE RIGHT OF WAY AND EASEMENT AREAS OR WITHIN DEDICATED RECLAIMED WATER, STORM, SEWER OR WATER EASEMENTS AND MAINS.
14. THE CONTRACTOR SHALL CONDUCT A PRE-CONSTRUCTION MEETING ONE-WEEK PRIOR TO STARTING WORK. MEMBERS OF THE
CITY OF ROSEVILLE DEVELOPMENT SERVICES DEPARTMENT, ENVIRONMENTAL UTILITIES DEPARTMENT AND ALL OTHER UTILITY REPRESENTATIVES SHALL BE NOTIFIED BY THE CONTRACTOR AS TO THE DATE AND LOCATION OF THE MEETING.
15. PRIOR TO EXCAVATION OF TRENCHES 5 FEET OR DEEPER, THE CONTRACTOR SHALL SUBMIT TO THE DEVELOPMENT SERVICES
DEPARTMENT OR ENVIRONMENTAL UTILITIES DEPARTMENT INSPECTOR A COPY OF THE COMPANY'S ANNUAL CALOSHA
TRENCHING PERMIT AND A COPY OF THE COMPANY'S LETTER INFORMING CALOSHA OF THE TIME THE TRENCHING IS COMMENCING AND THE LOCATION OF THE WORK.
16. ALL PAINTED TRAFFIC STRIPES, ARROWS, AND PAVEMENT MARKINGS SHALL BE CONSTRUCTED WITH THERMOPLASTIC MATERIAL TO THE SPECIFICATIONS SET FORTH IN CHAPTER 3 OF THE CALIFORNIA MUTCD LATEST EDITION. NON-REFLECTIVE PAVEMENT MARKERS SHALL CONSIST OF CERAMIC MARKERS ONLY CONFORMING TO CHAPTER 3 OF THE CALIFORNIA MUTCD LATEST EDITION.
17. THE DEVELOPERS CONTRACTOR SHALL TAKE EXTREME CARE TO PROTECT EXISTING SITE AND ADJACENT IMPROVEMENTS FROM DAMAGE. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR MAKE REPLACEMENT OF ALL CRACKED AND OTHERWISE
PRE-EXISTING DAMAGED PUBLIC IMPROVEMENTS ALONG THE FRONTAGE OF THE PROJECT SITE AND ANY DAMAGE RESULTING FROM CONSTRUCTION TO CURRENT CITY STANDARDS AND AT THEIR OWN EXPENSE. THE EXTENT OF THE REPAIRS SHALL BE
DETERMINED BY THE DEVELOPMENT SERVICES CONSTRUCTION INSPECTOR AND SHALL BE COMPLETED PRIOR TO THE CITY ACCEPTANCE OF THE IMPROVEMENTS.
18. WHERE COMBINATIONS OF SIDEWALK OR CURB AND GUTTER ARE PLACED CONTIGUOUS TO EXISTING, ALL ADJOINING EXISTING CONCRETE VERTICAL FACES SHALL BE DOWELED. ALL ABUTTING SIDEWALK ENDS SHALL BE DOWELED MID-SECTION VERTICALLY WITH TWO DOWELS FOR FOUR THROUGH SIX-FOOT WIDE SIDEWALK AND THREE DOWELS FOR WIDER SIDEWALK. ABUTTING CURB AND GUTTER ENDS SHALL BE DOWELED TWICE, 18 INCHES APART AT GUTTER PAN MID-SECTION. DOWEL CONNECTIONS OF LONGITUDINAL RUNS OF SIDEWALK TO BACK OF CURB SHALL BE THREE FEET ON CENTER. ALL DOWELS SHALL BE 16 INCHES LONG, GRADE 60; #4 REBAR PENETRATING FOUR INCHES. THE DOWEL HOLE SHALL BE 5/8-INCH DIAMETER AT A SLIGHT HORIZONTAL ANGLE FROM PERPENDICULAR. THE PENETRATING PORTION OF THE DOWEL AND THE ENTIRE (CLEANED) VERTICAL SURFACE OF THE ADJOINING, EXISTING CONCRETE SHALL BE THOROUGHLY COATED WITH STATE STANDARD TWO-PART EPOXY.
19. WHEN SAWCUTTING WITHIN THE STREET FOR TRENCHING OR OTHER PURPOSES, CONTRACTOR SHALL GRIND 1½” OF PAVEMENT
BETWEEN THE LANE LINES (FROM LANE STRIPE TO LANE STRIPE) UPON COMPLETION OF THE SAWCUTTING AND OR TRENCHING WORK. WHERE THE SAWCUTTING OCCURS BETWEEN THE CURB AND GUTTER AND NEAREST LANE STRIPE (INCLUDING BIKE LANES), THE SAME 1 ½” GRIND SHALL BE REQUIRED. CONTRACTOR TO PLACE A PETROMAT FABRIC OR APPROVED EQUAL BY THE CITY OF
ROSEVILLE AND OVERLAY FROM LANE STRIPE TO LANE STRIPE, OR CURB TO LANE STRIPE AND RESTRIPE OR REPLACE ANY DELINEATORS REMOVED DURING THE GRIND.
20. ALL PUBLICLY MAINTAINED STORM DRAIN ON PRIVATE PROPERTY SHALL BE A MINIMUM OF 12 INCHES IN DIAMETER AND SHALL BE RCP CL IV, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
21. FOR RESIDENTIAL SUBDIVISIONS, UNLESS OTHERWISE APPROVED BY DEVELOPMENT SERVICES ENGINEERING, THE FINAL GRADING OF THE PROJECT SITE SHALL BE CONSTRUCTED TO ACCOMMODATE A MAXIMUM DRIVEWAY SLOPE OF 14% FOR EACH RESIDENTIAL LOT, AS MEASURED FROM THE BACK OF THE SIDEWALK TO THE GARAGE (20-FT SET BACK). IT WILL REMAIN THE RESPONSIBILITY OF THE BUILDERS/DEVELOPER TO DESIGN A HOUSE THAT PROVIDES SUITABLE ACCESS TO THE PARCEL.
22. THE CONTRACTOR SHALL PLACE FILTER FABRIC BETWEEN THE INITIAL BEDDING AND BACKFILL AND THE TRENCH BACKFILL FOR SANITARY SEWERS DEPTH GREATER THAN 15 FEET MEASURED TO THE PIPE INVERT.
23. COMPOSITE BASE SHEET: THE PROPOSED IMPROVEMENTS SHOWN ON THESE DRAWINGS ARE SUPERIMPOSED ON A BASE SHEET.
THIS BASE SHEET IS COMPILED FROM THE TOPOGRAPHIC SURVEY, OTHER ARCHITECTURAL AND/OR ENGINEERING DOCUMENTS, AND OTHER DATA AS MADE AVAILABLE TO THE LANDSCAPE ARCHITECT. THIS BASE SHEET INFORMATION IS SHOWN IN HALF TONE ON THE PLANS. THE LANDSCAPE ARCHITECT SHALL NOT BE HELD LIABLE FOR CHANGES, INACCURACIES, OMISSIONS, OR OTHER ERRORS ON THESE DOCUMENTS. THE COMPOSITE BASE SHEET IS PROVIDED AS AN AID ONLY AND THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REVIEWING THESE DOCUMENTS AND INCORPORATING/INTEGRATING ALL CONSTRUCTION AS REQUIRED TO ACCOMMODATE SAME.
THE BASE SHEET SOURCE FOR THESE DRAWINGS IS: SILVER SPRUCE (KT-52) PARK TOPOGRAPHIC SURVEY SHEET C2.1-C2.2
CITY ENGINEER DATE
ACCEPTED BY:
MODEL CODES
ALL WORK SHALL CONFORM TO THE FOLLOWING CODES:
2022 CALIFORNIA BUILDING CODE WITH CITY OF ROSEVILLE AMENDMENTS (CBC) 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC)
2022 CALIFORNIA ELECTRICAL CODE WITH CITY AMENDMENTS (CEC) 2022 CALIFORNIA ENERGY CODE (CEC PART 6)
2022 CALIFORNIA FIRE CODE WITH CITY OF ROSEVILLE AMENDMENTS (RFC) 2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
CURRENT VERSION CITY OF ROSEVILLE PARKS DESIGN AND CONSTRUCTION STANDARDS CWJ#: 500241
EN# : EN24-0468
BD# : BD24-6813
WDID#: 5S31C405840
UTILITY COMPANY CONTACT PHONE
USA -- 1-800-642-2444
ELECTRICITY ROSEVILLE ELECTRIC KEITH LITTS 916-580-9405 WATER CITY OF ROSEVILLE SEAN BIGLEY 916-774-5750
SEWER CITY OF ROSEVILLE ENVIRONMENTAL
UTILITIES 916-774-5750
DRAINAGE DEVELOPMENT SERVICES
ENGINEERING ENGINEERING 916-774-5339
VICINITY MAP
LOCATION MAP
ROSEVILLE, CA 95747
01/28/2025
SHEET SCHEDULE
PREPARED BY
UTILITY REPRESENTATIVES
PREPARED FOR
BASELINE RD.
PROJECT
SITE
WESTBROOK BLVD.
VISTA GRANDE BLVD.
SANTUCCI BLVD.
SIERRA VILLAGE DR.
MARKET ST.
BASELINE RD.
PROJECT
SITE
FIDDYMENT RD.
VISTA GRANDE BLVD.
PLEASANT GROVEBLVD.
COOK RIOLO RD.
WASHINGTON
BLVD.
COVER SHEET
1.0 1
SHEET DESCRIPTION
1.0 COVER SHEET
1.1 BASE BID SCOPE OF WORK PLAN &
SITE ACCESSIBILITY PLAN
1.2 ALL ALTERNATES SCOPE OF WORK
PLAN & SITE ACCESSIBILITY PLAN
2.0 DEMOLITION PLAN
3.0 - 3.2 LAYOUT PLAN
4.0 - 4.2 SITE CONSTRUCTION PLAN
5.0 IRRIGATION NOTES AND LEGEND
5.1 - 5.2 IRRIGATION PLAN
5.3 IRRIGATION PLAN ADD ALTERNATE #3
5.4 IRRIGATION NOTES AND LEGEND
6.0 - 6.2 PLANTING PLAN
6.3 PLANTING PLAN ADD ALTERNATE #3
7.0 - 7.2.1 LANDSCAPE DETAILS
7.3 SHADE SHELTER DETAILS
7.4 ADD ALTERNATE #4 METAL SHADE
SHELTER DETAILS
SHEET DESCRIPTION
E0.1 ELECTRICAL SHEET INDEX, SYMBOL LIST,
ABBREVIATIONS, AND GENERAL NOTES
E1.1 - E1.2 PARTIAL SITE PLAN - ELECTRICAL
E2.1 PARTIAL ONE LINE POWER DIAGRAM
AND PANEL SCHEDULES
E3.1 - E3.2 ELECTRICAL DETAILS
E.4.1 - E4.2 ELECTRICAL SPECIFICATIONS
E5.1 - E5.2 TITLE 24 OUTDOOR LIGHTING
COMPLIANCE FORMS
C1.0 CIVIL COVER SHEET
C1.1 CIVIL GENERAL NOTES
C1.2 CITY OF ROSEVILLE STANDARD NOTES
C2.1 - C2.2 TOPOGRAPHIC SURVEY
C3.1 - C3.3 GRADING AND DRAINAGE PLAN
C4.1 - C4.2 UTILITY PLAN
C5.1 STORMWATER MANAGEMENT PLAN
C6.0 -C6.1 CONSTRUCTION DETAILS
C7.1 STRIPING AND SIGNAGE PLAN
C8.1 EROSION CONTROL PLAN
C9.1 - C9.2 EROSION CONTROL DETAILS
BID ALTERNATES
ADD ALTERNATE #1: BASKETBALL COURT
ADD ALTERNATE #2: SWING AREA
ADD ALTERNATE #3: NATURE EXPLORATION AREA
ADD ALTERNATE #4: ADDITIONAL TURF AREA
ADD ALTERNATE #5: METAL SHADE SHELTER
ADD ALTERNATE #6: PERIMETER SIDEWALK
BUILDING DEPT. REVIEW
ADA PATH OF TRAVEL
DRINKING FOUNTAIN LAYOUT
ELECTRICAL
SHADE SHELTER
1.1 4.1
E0.1-E4.2
7.3DEFERRED SUBMITTALS:
1. EV CHARGING STATIONS
2. IF AWARDED, ADD ALTERNATE #5: METAL
SHADE SHELTER
SPECIAL INSPECTIONS:
SHADE SHELTER CONCRETE FOOTINGS
COMFORT STATION
REFERENCE DRAWINGS: STANDARD COMFORT STATION #2 MASTER PLAN, BLD23-1979, 6/20/2023
SHEET DESCRIPTION
T1 TITLE SHEET
T2 ACCESSIBILITY AND SIGNAGE
T3 CALGREEN COMPLIANCE
A0.1 SPECIFICATIONS
A0.2 SPECIFICATIONS
A0.3 SPECIFICATIONS
A0.4 SPECIFICATIONS
A1 PLANS AND ELEVATIONS
A2 SECTION AND DETAILS
A3 DOOR AND FINISHES SCHEDULE
S0.1 STRUCTURAL NOTES
S0.2 STRUCTURAL NOTES
S1.1 TYPICAL DETAILS
S1.2 TYPICAL DETAILS
S2.1 FOUNDATION PLAN AND ROOF FRAMING PLAN
S3.1 STRUCTURAL DETAILS
P1 PLUMBING FLOOR PLANS AND SCHEDULES
E1 SYMBOLS
E2 POWER AND LIGHTING PLAN
E3 TITLE 24 COMPLIANCE
For Council Approval
Not for Bidding
VAN
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
NO
PARKING
NO
PARKING
VAN
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
NO
PARKING
NO
PARKING
>
>
>
>
REFER TO CIVIL PLANS
FOR PARKING LOT
SILVER SPRUCE DRIVE
SIERRA VILLAGE DRIVE
LIMIT OF WORK
LIMIT OF WORK
P.A.
P.A.
P.A.
P.A.
P.A.
>
>AD-101
AD-102
AD-104
AD-105
AD-103
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
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> > > > > > >
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> > >
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AD-106
LIMIT OF WORK
APPROXIMATELY 7.9 ACRES
4'-0"
P.A.
P.A.
P.A.
ASPHALT PATH SHALL BE
REDWOOD HEADER
UNLESS OTHERWISE
SHOWN
HDR
HDR
HDR
HDR
HDR
HDR
AD-107
SYMBOL DESCRIPTION
CONCRETE PAVEMENT
PLAY AREA WOOD FIBER
ACCESSIBILITY KEYNOTES
(1) VAN ACCESSIBLE PARKING STALL, PER
CALIFORNIA BUILDING CODE (CBC) CHAPTER 118
(1) VAN ACCESSIBLE EV CHARGING ONLY PARKING
STALL, PER CALIFORNIA BUILDING CODE (CBC)
CHAPTER 118
PICNIC PAD, INCLUDING (2) ACCESSIBLE PICNIC
TABLES
(1) ADA ACCESSIBLE DRINKING FOUNTAIN
COMFORT STATION, INCLUDING (2) ACCESSIBLE
STALLS
COMPANION SEATING AREA
CLEAR FLOOR SPACE AT EV CHARGING STALL
AD-101
AD-102
AD-103
AD-104
AD-105
AD-106
AD-107
NATIVE SEED AREA
CRICKET PITCH
ACCESSIBLE PATH OF TRAVEL
>
P.A. PLANTING AREA
PROPOSED TREE, REFER TO
PLANTING PLAN 6.0-6.3
DECOMPOSED GRANITE
ASPHALT PAVEMENT
SHRUBS AND GROUNDCOVER
TURF AREA
File Path: T:\Projects\2024\24013_KT52Park\3_ConstructionDocuments\24013_ADA_BB.dwg Plot Date: 1/29/25 Saved By: Amiller Copyright © 2020 Callander Associates Landscape Architecture, Inc. www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366 SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
REVISION DATE
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
AM
MR
As Shown
SHEET
OF 52
REVISION DATE
Know what's below.
before you dig.Call
R
0 feet40
1" = 40'
80 NORTH
BASE BID
SCOPE OF WORK
AND ACCESSIBILITY
PLAN
1.1 2
LEGEND
1. THE FOLLOWING ARE MITIGATION MEASURES FOR SHORT AND LONG TERM CONSTRUCTION PROJECTS PER SIERRA VISTA SPECIFIC PLAN ENVIRONMENTAL IMPACT REPORT MITIGATION MONITORING PROGRAM, ADOPTED MAY 5, 2010
2. MM4.4-1 DUST AND CONSTITUTION CONTROL MEASURES: DUST CONTROL MEASURES ARE REQUIRED TO BE IMPLEMENT BY ALL PROJECTS IN ACCORDANCE WITH THE CITY OF ROSEVILLE GRADING ORDINANCE, AND PCAPCD FUGITIVE DUST RULE 228.
APPLICANT SHALL SUBMIT TO PCAPCD A CONSTRUCTION EMISSION / DUST CONTROL PLAN WITHIN 30 DAYS PRIOR TO GROUNDBREAKING. THE APPLICANT SHALL PROVIDE EVIDENCE THAT A PLAN WAS SUBMITTED TO PCAPCD TO THE CITY.
3. MM4.6-1 CONSTRUCTION NOISE REDUCTION: CONSTRUCTION ACTIVITIES SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY OF ROSEVILLE NOISE ORDINANCE.
4. MM4.8 VEGETATION AND WILDLIFE: PRIOR TO CONSTRUCTION OF ANY OFF SITE INFRASTRUCTURE, A QUALIFIED BIOLOGIST SHALL
PERFORM DETAILED, AND IF NECESSARY, FOCUSED BIOLOGICAL SURVEYS OF ANY UNDISTURBED AREAS THAT WOULD BE AFFECTED BY INFRASTRUCTURE DEVELOPMENT. BECAUSE INFRASTRUCTURE FOR THE PROPOSED PROJECT WOULD BE LOCATED IN ROAD RIGHT OF WAY, OR UNDEVELOPED LAND SIMILAR TO THE PROJECT SITE, THE BIOLOGICAL RESOURCES THAT WOULD BE EXPECTED TO OCCUR WOULD NOT DIFFER SUBSTANTIALLY FROM THOSE IDENTIFIED IN THIS EIR.
5. MM4.9 CULTURAL AND PALEONTOLOGIST RESOURCES: SHOULD ANY CULTURAL RESOURCES, SUCH AS STRUCTURAL FEATURES, ANY
AMOUNT OF BONE OR SHELL, ARTIFACTS, HUMAN REMAINS, OR ARCHITECTURAL REMAINS, BE ENCOUNTERED DURING ANY SUBSURFACE DEVELOPMENT ACTIVITIES, WORK SHALL BE SUSPENDED WITHIN 100-FEET OF THE FIND. THE CITY OF ROSEVILLE PLANNING AND PUBLIC WORKS STAFF SHALL BE IMMEDIATELY NOTIFIED. SHOULD ANY EVIDENCE OF PALEONTOLOGIST RESOURCES (E.G. FOSSILS) BE ENCOUNTERED DURING GRADING OR EXCAVATION, WORK SHALL BE SUSPENDED WITHIN 100 FEET OF THE FIND, AND THE CITY OF ROSEVILLE SHALL BE IMMEDIATELY NOTIFIED.
6. MM4.10-1 IDENTIFY POTENTIAL HAZARDOUS MATERIALS: IF EVIDENCE OF SOIL CONTAMINATION, SEPTIC TANKS, OR OTHER
UNDERGROUND STORAGE TANKS ARE ENCOUNTERED IN PREVIOUSLY UNIDENTIFIED LOCATIONS IN THE RSVP AREA, WORK SHALL CEASE UNTIL THE AREA CAN BE TESTED, AND IF NECESSARY REMEDIATE AND/OR PROPERLY REMOVED OR CLOSED. REMEDIATION ACTIVITIES COULD INCLUDE REMOVAL OF CONTAMINATED SOIL, AND/OR ONSITE TREATMENT. AS PART OF THE PROCESS, THE CITY
SHALL ENSURE THAT ANY NECESSARY INVESTIGATION AND/OR REMEDIATION ACTIVITIES ARE COORDINATED WITH THE ROSEVILLE FIRE
DEPARTMENT, PLACER COUNTY DIVISION OF ENVIRONMENTAL HEALTH, AND IF NEEDED, OTHER APPROPRIATE FEDERAL, STATE AND LOCAL AGENCIES. ONCE A SITE IS REMEDIATE, CONSTRUCTION CAN CONTINUE TOTAL NUMBER OF PARKING STALLS: 24
TOTAL ACCESSIBLE PARKING STALL: 1
TOTAL NUMBER OF EVCS: 4
REQUIRED NUMNER OF VAN ACCESSIBLE EVCS: 1
PROVIDED NUMBER OF VAN ACCESSIBLE EVCS: 1
NOTE: EVCS SHALL BE PROVIDED BY THE CITY UNDER A SEPARATE CONTRACT, CHARGING STATION SHOWN FOR REFERENCE ONLY For Council Approval
Not for Bidding
VAN
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
NO
PARKING
NO
PARKING
SILVER SPRUCE DRIVE
SIERRA VILLAGE DRIVE
LIMIT OF WORK
LIMIT OF WORK
P.A.
P.A.
LIMIT OF WORK
APPROXIMATELY 7.9 ACRES
P.A.
P.A.
P.A.
SYMBOL DESCRIPTION
CONCRETE PAVEMENT
PLAY AREA WOOD FIBER
BASKETBALL COURT PAVEMENT
DECOMPOSED GRANITE
SHRUBS AND GROUNDCOVER
TURF AREA
P.A. PLANTING AREA
PROPOSED TREE, REFER TO
PLANTING PLAN 6.0-6.3
File Path: T:\Projects\2024\24013_KT52Park\3_ConstructionDocuments\24013_ADA.dwg Plot Date: 1/29/25 Saved By: Amiller Copyright © 2020 Callander Associates Landscape Architecture, Inc. www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366 SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
REVISION DATE
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
AM
MR
As Shown
SHEET
OF 52
REVISION DATE
Know what's below.
before you dig.Call
R
0 feet40
1" = 40'
80 NORTH
ALL ALTERNATES
SCOPE OF WORK
AND ACCESSIBILITY
PLAN
1.2 3
LEGEND
ADD ALTERNATE #1 ASPHALT
BASKETBALL COURT
ADD ALTERNATIVE #4
ADDITIONAL TURF AREA
TITLE DESCRIPTION
ADDITIVE ALTERNATE #1
ASPHALT BASKETBALL COURT
ADDITIVE ALTERNATE #2
SWING AREA
ADDITIVE ALTERNATE #3
NATURE EXPLORATION AREA
ADDITIVE ALTERNATE #4
ADDITIONAL TURF AREA
ADDITIVE ALTERNATE #5
METAL SHADE SHELTER
ADDITIVE ALTERNATE #6
PERIMETER SIDEWALK
DEDUCT MULCH, SHRUBS, TURF FROM SEED, IRRIGATION AND APPROXIMATELY 109 LF OF 12" MOWBAND. ADD CONCRETE PAVEMENT, ASPHALT BASKETBALL COURT, SPORTS COURT CURB, COURT STRIPPING, PLAYERS BENCH, AND BASKETBALL STANDARD.
DEDUCT MULCH. ADD PLAY AREA CURB, PLAY AREA WOOD FIBER, PLAY RAMP, AND TWO BAY SWING SET. IF ALTERNATE IS SELECTED COORDINATE BENCH LOCATION WITH THE CITY.
DEDUCT MULCH. ADD GRAVEL PAVEMENT, DECOMPOSED GRANITE, LANDSCAPE BOULDERS, LOGS, STUMPS, SHRUBS, SHRUB IRRIGATION, AND 12" MOWBAND.
DEDUCT NATIVE SEED, TREES, REDWOOD HEADERBOARD AND APPROXIMATELY 237 LF OF 12" MOWBAND. ADD TURF FROM SEED, TREES, TREE IRRIGATION, TURF IRRIGATION, 12" MOWBAND, AND MULCH .
DEDUCT FABRIC SHADE SHELTER. ADD METAL SHADE SHELTER. THE CONTRACTOR SHALL PROVIDE ENGINEERED DRAWINGS OF METAL SHADE SHELTER TO THE CITY. THE CITY SHALL SELECT THE COLORS AND MATERIALS.
DEDUCT MULCH, ASPHALT PAVEMENT AND REDWOOD HEADER. ADD DEMOLITION OF CURB, SHRUBS, SHRUB IRRIGATION, CONCRETE PAVEMENT, AND CURB RAMPS.
ADD ALTERNATIVE #4
ADDITIONAL TURF AREA
ADD ALTERNATIVE #4
ADDITIONAL TURF AREA
ADD ALTERNATIVE
#4 METAL SHADE
SHELTER
ADD ALTERNATIVE #6
PERIMETER SIDEWALK
ADD ALTERNATIVE #6
PERIMETER SIDEWALK
ADD ALTERNATE #2
SWING AREA
ADD ALTERNATIVE #3 NATURE
EXPLORATION AREA
For Council Approval
Not for Bidding
SILVER SPRUCE DRIVE
SIERRA VILLAGE DRIVE
D-01
D-02 D-02
D-03
D-05
D-06
D-07
D-07
D-07
D-08
D-08
D-07
D-02
D-07
D-09
D-09
D-10 LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
D-10
SYMBOL DEMOLITION DESCRIPTION
RECLAIMED WATER VAULT, TO REMAIN, PROTECT IN
PLACE.
LIGHT POLE TO REMAIN, PROTECT IN PLACE
TRANSFORMER TO REMAIN, PROTECT IN PLACE
GAS VALVE TO REMAIN, PROTECT IN PLACE.
UTILITY BOX TO REMAIN, PROTECT IN PLACE
ELECTRICAL VALVE BOX, TO BE REMOVED. ROSEVILLE
ELECTRIC TO DE-ENERGIZE AND REMOVE
CONDUCTORS, DEVELOPER TO REMOVE NO.30
SECONDARY BOX
RECLAIMED WATER VALVE TO REMAIN, PROTECT IN
PLACE
FENCE TO REMAIN, PROTECT IN PLACE
CURB TO BE REMOVED
D-01
D-02
D-03
D-05
D-06
D-07
D-08
D-09
D-10
REFERENCE_NOTES_SCHEDULE
CLEAR & GRUB TO LIMITS OF DEMOLITION & GRADING ACTIVITIES. GRADING PER CIVIL PLANS.
REMOVE AND DISPOSE OF ITEM
CONSTRUCTION FENCING, PER SPECS
DEMOLITION LEGEND
REMOVE ASPHALT PAVEMENT AND AGGREGATE BASE, ASSUME 18" DEPTH SAWCUT
File Path: T:\Projects\2024\24013_KT52Park\3_ConstructionDocuments\24013_DM.dwg Plot Date: 1/29/25 Saved By: Amiller Copyright © 2020 Callander Associates Landscape Architecture, Inc. www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366 SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
REVISION DATE
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
AM
MR
As Shown
SHEET
OF 52
REVISION DATE
Know what's below.
before you dig.Call
R
DEMOLITION PLAN
2.0 4
1. CLEAR AND GRUB: CONTRACTOR SHALL CLEAR AND GRUB ALL EXISTING VEGETATION, UNLESS OTHERWISE INDICATED, AS REQUIRED FOR THE SITE CONSTRUCTION, IRRIGATION, AND PLANTING OPERATIONS. LIMITS OF CLEARING SHALL BE REVIEWED WITH OWNER PRIOR TO COMMENCEMENT OF WORK. STRIP ALL ORGANIC MATTER TO A SUFFICIENT DEPTH TO COMPLETELY REMOVE SUCH MATERIAL.
CONTRACTOR SHALL REVIEW DEMOLITION, CLEARING AND GRUBBING REQUIREMENTS ON SITE WITH LANDSCAPE ARCHITECT PRIOR TO COMMENCING DEMOLITION OPERATIONS.
EXISTING SITE FURNISHINGS AND IRRIGATION EQUIPMENT TO BE REMOVED, SHALL BE RETURNED TO OWNER.
DEMOLITION NOTES
0 feet40
1" = 40'
80 NORTH
AREA DRAIN
BAY TREE
BUILDING CORNER
BENCHMARK
BOLLARD
CATCH BASIN
CONTROL CHECKSHOT
CHAINLINK FENCE
CONTROL POINT
COLUMN CENTERLINE
CONCRETE
DECK
EDGE OF PAVEMENT
BUILDING FINISHED FLOOR
FINISHED GRADE AT DOOR
FLOW LINE
GROUND
GATE POLE
GRADE BREAK
GUY WIRE
GAS VALVE
OAK TREE
OVERHANG
PAVEMENT
PAVERS
POWER POLE
STORM DRAIN MANHOLE
STRIPING
TOP OF CURB
THRESHOLD
TOE OF SLOPE
TOP OF SLOPE
TOP OF WALL
TREE SYMBOL
FLOWLINE VALLEYGUTTER
WOOD FENCE
WATER METER
EXISTING CONDITIONS SYMBOLS & ABBREVIATIONS
LANDSCAPE
BUILDING LINE
BUILDING OVERHANG
MONUMENT LINE
CURB LINE
FENCE LINE
PROPERTY LINE
POINT, ELEVATION AND DESCRIPTION
CONTOURS (1-FT INTERVALS)
GAS METER
SANITARY CLEANOUT
AREA DRAIN
STORM DRAIN DRAIN INLET
EAST
SOUTH
WEST
NORTH
UNDERGROUND SEWER
UNDERGROUND WATER
UNDERGROUND STORM DRAIN
UNDERGROUND GAS
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATION
UNDERGROUND UNKNOWN (GPR)
UNDERGROUND IRRIGATION LINE
BUILDING LINE
ADD ALTERNATIVE #6
PERIMETER SIDEWALK
For Council Approval
Not for Bidding
ALIGN
NORTHINGS/EASTINGS
COORDINATE
LIMIT OF WORK
PROPERTY LINE
N 0000.00
E 0000.00
LAYOUT LEGEND
File Path: T:\Projects\2024\24013_KT52Park\3_ConstructionDocuments\24013_LP.dwg Plot Date: 1/29/25 Saved By: Amiller Copyright © 2020 Callander Associates Landscape Architecture, Inc. www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366 SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
REVISION DATE
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
AM
MR
As Shown
SHEET
OF 52
REVISION DATE
Know what's below.
before you dig.Call
R
LAYOUT PLAN
3.0 5
BASKETBALL COURT LAYOUT
1" = 10' P-CLA-13-03.dwg
5'-4"
TYP.
84'-0"
SIDE LINE
R5'-11"
R2'-1"
LINE CENTER
19'-0"
R5'-11"
R19'-7"
2 3.0
BASKETBALL
STANDARD
5'-5" 13'-9" 11'-10"
NOTES:
1. ALL STRIPING WHITE 2", PER SPECS
2. STRIPING DIMENSIONS MEASURED
FROM CENTER OF STRIPE
3. CONSTRUCTION TO CONFORM TO
PARKS STANDARD DETAIL PK-55
13'-9" 5'-5"
50'-2"
3.0 1
1. NORTHINGS/EASTINGS: NORTHINGS AND EASTINGS COORDINATES ARE PROVIDED AT STRATEGIC POINTS OF PROPOSED CONSTRUCTION ELEMENTS. TWO HORIZONTALS CONTROL POINTS ARE PROVIDED TO ESTABLISH THE COORDINATE SYSTEM. FOR CLARITY, THE FIRST THREE DIGITS (203) FOR ALL NORTHING COORDINATES AND THE FIRST THREE DIGITS (673) FOR ALL EASTING COORDINATES HAVE BEEN TRUNCATED.
2. DIMENSIONING GUIDELINES: ALL WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. ALL
DIMENSIONS ARE TO FACE OF CURB OR WALL, EDGE OF CONCRETE FLATWORK/MOWBAND, OR CENTERLINE OF FENCE. ALL DIMENSIONS FROM POSTS ARE FROM CENTER OF POSTS.
3. PROJECT STAKING: ALL PROPOSED SITE FEATURES SHALL BE STAKED IN FIELD FOR REVIEW BY THE CONSTRUCTION INSPECTOR PRIOR TO CONSTRUCTION. ALL CURVES SHALL BE SMOOTH AND CONTINUOUS WITH CAREFULLY MATCHED TANGENTS. STAKING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
4. SITE CONSTRUCTION PLAN: SEE SITE CONSTRUCTION PLANS (4.0-4.2) FOR SITE MATERIALS, FINISHES AND FURNISHINGS INFORMATION.
LAYOUT PLAN NOTES
ADD ALTERNATE #1 BASKETBALL COURT
2 1/2" 7"
9"
1/2" R, TYP.
SPORT COURT CURB, POURED
CONCRETE, WITH LIGHT BROOM
FINISH
AGGREGATE BASE, CLASS
COMPACTED PER GEOTECHNICAL
REPORT RECOMMENDATIONS
SUBGRADE: COMPACT PER
GEOTECHNICAL REPORT
RECOMMENDATIONS
(2) #3 REBAR CONTINUOUS,
OVERLAP ENDS 30 DIAMETERS
SPORT COURT CURB
1" = 1'-0" P-CLA-13-17.dwg
ASPHALT PAVEMENT PER SPECS.
FLUSH
1"
2"
3"7"
5"
14"
3 3.0
BACKBOARD
POST,
BACKBOARD,
RIM & NET;
PER SPECS
CONCRETE FOOTING
PER MANUFACTURERS
SPECIFICATIONS
BASKETBALL STANDARD
3/4" = 1'-0" P-CLA-06-01.dwg
PER SPECS
3 3.0
SPORT COURT CURB
3.0 2
For Council Approval
Not for Bidding
VAN
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
NO
PARKING
NO
PARKING
SILVER SPRUCE DRIVE
LIMIT OF WORK LIMIT OF WORK
LIMIT OF WORKLIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
J
N 7869.17
E 6332.13
N 7783.16
E 6300.13
N 7790.66
E 6330.57
N 7798.55
E 6310.66
N 7799.51
E 6347.50
N 7785.69
E 6343.12
N 7809.77
E 6364.67
N 7822.85
E 6397.86
N 7820.93
E 6393.64
N 7749.32
E 6446.26
N 7861.27
E 6440.27
N 7857.35
E 6428.22
N 7833.91
E 6529.60
N 7790.22
E 6446.65
N 7759.77
E 6248.70 N 7757.54
E 6327.17
N 7670.71
E 6638.29
N 7710.64
E 6613.67
N 7720.01
E 6508.33
N 7719.41
E 6313.98
R116'-0"
R100'-0"
R100'-0"
R95'-6"
R44''-0"
R42'-0"
R28'-0"
R52'-0"
N 7872.81
E 6499.48
R75'-0"
R151'-0"
R99'-0"
6'-0"
6'-0"
R48'-6"
N 7820.53
E 6388.33
N 7823.15
E 6353.03
1 3.0
REFER TO CIVIL
PLANS FOR PARKING
LOT LAYOUT
N 7682.80
E 6620.68
N 7693.83
E 6356.14
4'-0"
4'-0"
1 4.0
PLAY AREA
ENLAGEMENT
N 7781.31
E 6519.95
N 7801.60
E 6539.69
N 7738.80
E 6607.03
N 7748.98
E 6627.26
N 7857.34
E 6679.43
N 7911.63
E 6675.72
N 7961.31
E 6624.63N 7955.93
E 6537.97
N 7958.83
E 6387.44
N 7955.45
E 6435.37
N 7890.45
E 6321.33
N 7763.41
E 6419.81
R51'-3"
R86'-3"
R295'-3"
R199'-0"
R41'-0"
R86'-0" R81'-0"
R48'-9"
R78'-0"
R35'-3"
ADD ALTERNATE #1 ASPHALT BASKETBALL COURT:
INSTALL ASPHALT BASKETBALL COURT, SPORTS
COURT CURB, COURT STRIPING, PLAYERS BENCH,
AND BASKETBALL STANDARD.
UNDER BASE BID INSTALL CONCRETE MOWBAND,
TURF, AND MULCH. REFER TO PLANTING PLAN FOR
PLANTING IN THIS AREA.
ASPHALT PATH WITH REDWOOD
HEADER SHALL BE BASE BID
ADD ALTERNATE #4 ADDITIONAL TURF AREA:
INSTALL TURF FROM SEED, TREES, TREE BUBBLERS,
TURF IRRIGATION, AND 12" MOWBAND. REMOVE
APPROXIMATELY 170 LF OF MOWBAND. REFER TO
SHEET 5.3 AND 6.3 FOR PLANTING AND IRRIGATION
IN THIS TURF FROM SEED AREA.
UNDER BASE BID INSTALL ASPHALT PATH WITH
REDWOOD HEADER. REFER TO PLANTING PLAN
SHEET 6.1 AND IRRIGATION PLAN SHEET 5.1 FOR
PLANTING AND IRRIGATION IN THIS AREA.
ADD ALTERNATE #3 NATURE EXPLORATION AREA:
INSTALL GRAVEL PAVEMENT, DECOMPOSED GRANITE,
LANDSCAPE BOULDERS, LOGS, STUMPS, AND 12"
MOWBAND. REFER TO SHEET 5.3 AND 6.3 FOR PLANTING
AND IRRIGATION IN THIS AREA.
UNDER BASE BID INSTALL MULCH IN PLANTING AREAS
AND ASPHALT PATH WITH REDWOOD HEADER. REFER TO
PLANTING PLAN SHEET 6.1 AND IRRIGATION PLAN SHEET
5.1 FOR PLANTING AND IRRIGATION IN THIS AREA.
13'-0"
13'-0"
9'-9"
14'-0"
6'-0"
N 7872.45
E 6329.50
N 7842.72
E 6295.70
N 7854.40
E 6321.38
N 7840.67
E 6305.67
N 7820.64
E 6314.78
6'-0"
9'-6"
8'-6"
6'-0"
N 7803.00
E 6359.35
12'-0"
3 3.0
N 7696.86
E 6601.98
N 7722.57
E 6594.78R20'-0"R57'-0"
N 7827.46
E 6511.95
N 7831.07
E 6526.21
N 7769.43
E 6446.27
N 7809.07
E 6447.00
4'-0"
4'-0"TYP.
N 7820.11
E 6471.70
N 7825.94
E 6491.87
4'-0"
8 7.1
RECYCLED WATER
SIGNAGE
N 7793.48
E 6406.15
N 7814.43
E 6425.64
N 7810.98
E 6444.86
10'-0"
N 7845.22
E 6291.37
N 7846.73
E 6304.51
N 7808.55
E 6288.21
5'-0"
10'-0"
N 7785.69
E 6343.12
9'-6" TYP.
CENTERLINE OF
BASKETBALL
COURT
9'-6"
N 7760.56
E 6333.78
N 7799.17
E 6292.61
R6'-0"
N 7790.50
E 6341.76
R14'-6"
R22'-0"
19'-3"
N 7806.04
E 6360.87
R48'-6"
R64'-3"
N 7813.59
E 6449.13
R96'-0"
N 7772.70
E 6569.48
R43'-6"
N 7897.42
E 6433.08
N 7846.21
E 6403.73
2 3.0
N 7847.92
E 6291.16
N 7852.33
E 6301.87
R10'-0"
R5'-6"
R53'-9"
N 7886.90
E 6378.65
R116'-0"
N 7665.08
E 6290.49 N 7641.14
E 6653.68
R150'-0"
R5'-0"
4'-0"
7'-0"
9'-0"
N 7913.51
E 6316.81
N 7976.49
E 6316.72
N 7806.01
E 6334.70
5'-9"
ADD ALTERNATE #6
PERIMETER SIDEWALK:
ADD ALTERNATE #6
PERIMETER SIDEWALK:
REFER TO CIVIL PLANS
FOR CURB RAMP
LOCATION
File Path: T:\Projects\2024\24013_KT52Park\3_ConstructionDocuments\24013_LP.dwg Plot Date: 1/29/25 Saved By: Amiller Copyright © 2020 Callander Associates Landscape Architecture, Inc. www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366 SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
REVISION DATE
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
AM
MR
As Shown
SHEET
OF 52
REVISION DATE
Know what's below.
before you dig.Call
R
KEY MAP
SILVER SPRUCE DRIVE.SIERRA VILLAGE DRIVE.
LAYOUT PLAN
3.1 6
MATCHLINE B, SEE SHEET 3.2
0 feet20
1" = 20'
40 NORTH
FOR LAYOUT PLAN NOTES AND LEGEND
REFER TO SHEET 3.0
P.A.
P.A.
P.A.
P.A.
P.A.
6 7.0
PARK IDENTIFICATION
SIGN
For Council Approval
Not for Bidding
SILVER SPRUCE DRIVE
SIERRA VILLAGE DRIVE
LIMIT OF WORK LIMIT OF WORK
LIMIT OF WORKLIMIT OF WORK
LIMIT OF WORKLIMIT OF WORK
J
N 7323.38
E 6333.40
N 7560.26
E 6275.62
N 7325.54
E 6408.19
N 7325.75
E 6533.06
N 7326.40
E 6616.75
N 7603.91
E 6270.39
N 7456.30
E 6279.19
N 7383.56
E 6280.41
R197'-9"
R160'-0"
R44'-0"
R210'-3"
R238'-9"
R178'-9"
R46'-0"R105'-0"
R150'-9"
R51'-3"
91'-0"
9'-3"
N 7561.18
E 6475.15
N 7470.05
E 6466.91
N 7338.72
E 6707.13R45'-0""
N 7335.87
E 6663.64
8 7.1
RECYCLED
WATER
SIGNAGE
8 7.1
RECYCLED WATER
SIGNAGE
R49'-0"R91'-0"
N 7355.07
E 6670.20
N 7592.65
E 6275.76
R93'-6"
N 7383.02
E 6666.43
N 7454.50
E 6661.54
N 7564.29
E 6664.23
N 7583.93
E 6663.35
N 7341.38
E 6658.14
R44'-0"
N 7305.71
E 6679.27
R12'-0"
N 7316.66
E 6670.36
4'-0"
R5'-0"
N 7303.28
E 6682.56
R20'-0"
N 7296.12
E 6657.58
N 7288.36
E 6676.02
R5'-0"
8'-0"
10'-0" 5'-0"
R20'-0"
R20'-0"
N 7299.92
E 6507.56
N 7294.70
E 6524.50
R20'-0"
N 7297.58
E 6277.80
N 7293.94
E 6265.63
R5'-0"
N 7286.56
E 6508.06
N 7284.09
E 6277.84
10'-0"
10'-0"
ADD ALTERNATE #6
PERIMETER SIDEWALK:
File Path: T:\Projects\2024\24013_KT52Park\3_ConstructionDocuments\24013_LP.dwg Plot Date: 1/29/25 Saved By: Amiller Copyright © 2020 Callander Associates Landscape Architecture, Inc. www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366 SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
REVISION DATE
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
AM
MR
As Shown
SHEET
OF 52
REVISION DATE
Know what's below.
before you dig.Call
R
KEY MAP
SILVER SPRUCE DRIVE.SIERRA VILLAGE DRIVE.
LAYOUT PLAN
3.2 7
0 feet20
1" = 20'
40 NORTH
MATCHLINE B, SEE SHEET 3.1
4'-0" TYP.
P.A.
P.A.
P.A.
P.A.
FOR LAYOUT PLAN NOTES AND LEGEND
REFER TO SHEET 3.0
CRICKET PITCH
ALIGN ASPHALT
PATH OR ADD
ALTERNATE #6
PERIMETER
SIDEWALK WITH
EXISTING
SIDEWALK
BASE BID
ALIGNMENT OF
ASPHALT PATH
For Council Approval
Not for Bidding
T
SITE CONSTRUCTION LEGEND
ASPHALT PAVING
CONCRETE PAVING
DOWEL COLD JOINT, TYP.
SCORE JOINT, TYP.
DECOMPOSED GRANITE PAVING, PER SPECS
BASKETBALL COURT PAVEMENT
PLAY AREA WOOD FIBER
GRAVEL PAVEMENT
CRICKET PITCH
ADA PICNIC TABLE
STANDARD PICNIC TABLE
BENCH
DRINKING FOUNTAIN
TRASH RECEPTACLE
BASKETBALL STANDARD
LIGHT FIXTURE, REFER TO ELECTRICAL PLAN
MOWBAND, REFER TO PLAN FOR SIZE
HEADERBOARD
PLANTING AREA
ALIGN
TREE LOG, CONTRACTOR TO VERIFY THE LAYOUT OF TREE
TREE STUMPS, CONTRACTOR TO VERIFY THE LAYOUT OF TREE
LANDSCAPE BOULDERS
LARGE
MEDIUM
SMALL
HDR
P.A.DJ
7 7.0
4 7.0
2 7.0
3 7.0
2 3.0
3 7.1
5 7.0
4 7.1
2 4.0
3 4.0
1 6.0
2 6.0
2 7.0
4 4.0
1 7.0
DF
LOGS WITH THE OWNER PRIOR TO FINAL PLACEMENT
STUMPS WITH THE OWNER PRIOR TO FINAL PLACEMENT
File Path: T:\Projects\2024\24013_KT52Park\3_ConstructionDocuments\24013_SC.dwg Plot Date: 1/29/25 Saved By: Amiller Copyright © 2020 Callander Associates Landscape Architecture, Inc. www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366 SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
REVISION DATE
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
AM
MR
As Shown
SHEET
OF 52
REVISION DATE
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R
SITE
CONSTRUCTION
PLAN
4.0 8
SITE CONSTRUCTION NOTES
1. DIMENSIONS: ALL WRITTEN DIMENSIONS SUPERSEDE SCALED
DIMENSIONS. ALL DIMENSIONS ARE TO FACE OF CURB OR
WALL, EDGE OF CONCRETE FLATWORK/MOWBAND, OR
CENTERLINE OF FENCE.
2. DOWEL COLD JOINTS: INSTALL DOWEL COLD JOINTS PER CITY
STANDARDS BETWEEN CONCRETE FLATWORK AND WALLS,
CURBS, AND EXISTING FLATWORK OR
STRUCTURES.
3. SLEEVING: REFER TO IRRIGATION PLAN FOR REQUIREMENTS OF SLEEVING UNDER PAVEMENT.
4. PROJECT STAKING: ALL PROPOSED SITE FEATURES SHALL BE
STAKED IN FIELD FOR REVIEW BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ALL CURVES SHALL BE SMOOTH
AND CONTINUOUS WITH CAREFULLY MATCHED TANGENTS.
5. COLOR OF SITE AMENITIES AND SHADE TO BE SELECTED BY CITY 1/8" = 1'-0"4.0
1 PLAY AREA ENLARGEMENT
PLAY EQUIPMENT NOTES
1. ALL DIMENSIONS ARE TO EDGE OF CONCRETE
FLATWORK, FACE OF CURB OR CENTERLINE OF POST.
2. LAYOUT OF PLAY EQUIPMENT TO BE BY MANUFACTURE
MINIMUM OF 1'-0" OF PLAY CURB, UNLESS OTHERWISE
NOTED ON PLANS.
3. PLAY EQUIPMENT SHALL BE INSPECTED BY A
CERTIFIED PLAYGROUND INSPECTOR. CONTRACTOR
TO PROVIDE 3RD PARTY INSPECTOR. CALL 48 HOURS
PRIOR TO FOOTING LAYOUT AND AT FINAL
CONSTRUCTION
4. COLOR OF PLAY COMPONENTS SHALL BE SELECTED
BY THE CITY
NORTH
1'-0"
MIN.
2'-0"
MIN.
TREE LOG:
SIZE VARIES FROM 2'-0" TO
3'-0" THICK AND 10'-0" TO
12'-0" LONG. CUT AS
NECESSARY. DISPOSE OF ANY
UNUSED LOGS OFF-SITE.
REMOVE ANY LOOSE BARK
FROM LOGS BEFORE
INSTALLATION. CUT ENDS OF
LOGS AS NECESSARY TO
ENSURE THEY ARE INSTALLED
FLUSH. BURY 12" MIN. LOCATE
PER PLANS
3'-0" MIN.
#4 REBAR, 4 PER LOG, TYP.
SUBGRADE: COMPACT
PER GEOTECHNICAL
REPORT
TREE LOG
1/2" = 1'-0"
2 P-24-013-013-264.0
1'-6" MIN.
3"
3"
CLASS II AGGREGATE BASE:COMPACT
TO 95% PER GEOTECHNICAL REPORT
SUBGRADE: COMPACT PER
GEOTECHNICAL REPORT
HEADERBOARD: PLACE
FLUSH TO STOOL AS
SHOWN ON PLANS
SAND TOP AND EDGES TO
PROVIDE RADIUS CURVES
TREE STUMP
1" = 1'-0"
TREE STUMP STOOLS PER SPECS. MIN. 16" TO
MAX. 24" HEIGHT. REMOVE COARSE BARK
& SAND TOPS SMOOTH
FINISH GRADE
DRAIN ROCK, CLASS II PERMEABLE
MIN.1'-0" DIA
MAX. 2'-6" DIA
3 P-24-013-013-274.0
PLAY AREA CURB
PLAY AREA CURB
8 7.0
8 7.0
4'-0"
PLAY AREA RAMP PLAY AREA RAMP
9 7.0
9 7.0
A
B
C
D
E
F
G
H
I
J
K L
M
L
N
O
P
R
T
S
Q FALL ZONE
FALL ZONE
PLAY EQUIPMENT LIST
SYMBOL ITEM
5-12 WELCOME SIGN
TRANSFER STATION
POD CLIMBERS WITH
HANDLOOP
LOLLIPOP CLIMBER
FIRE POLE
SLIDEWINDER 2
5-12 STRUCTURE
GYRO TWISTER
PIPE W/WHEEL
GEOPLEX CLIMBER
A
B
C
D
G
E
F
L
O
P
R
M
S
N
J
K
H
PLANET CLIMBER
NOODLE POD
LOLLILADDER
VERTICAL PIPE CLIMBER
LEAF CLIMBER
CASCADE CLIMBER
SKYWAY SINGLE POST SHADE
STRUCTURE
SWINGS
BUCKET SWINGS
BELT SWINGST
Q
ADD ALTERNATE #2 SWING AREA:
INSTALL PLAY AREA CURB, WOOD
FIBER MULCH, PLAY RAMP AND
TWO BAY SWING SET.
UNDER BASE BID INSTALL MULCH
ONLY
ADD ALTERNATE #3
CRICKET PITCH
1" = 1'
1.5% 1.5%
5"
8"
SYNTHETIC TURF WITH
5/8 PILE HEIGHT
GLUED TO
CONCRETE
CONCRETE
PAVEMENT SIMILAR
TO
THICKENED EDGE
NOTE: FOR CONCRETE
JOINTS REFER TO
CONTROL JOINT DETAIL:
2 7.0
1 7.0
SUBGRADE COMPACTED TO 93%
RELATIVE COMPACTION
8"
SLOPE FROM THE CENTER LINE OF
CRICKET PITCH
4 P-24-013-484.0
PLAYGROUND RULES SIGN
PER CITY STANDARDS
NOTE:
PLAYGROUND/SWING MANUFACTURER: LANDSCAPE STRUCTURES INC., SEE SPECIFICATIONS FOR CONTACT INFORMATION ADD ALTERNATE #2 SWING AREA 8' USE ZONE, PER CITY
OF ROSEVILLE
STANDARDS
8' USE ZONE, PER CITY
OF ROSEVILLE
STANDARDS
For Council Approval
Not for Bidding
VAN
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
NO
PARKING
NO
PARKING
SILVER SPRUCE DRIVE
LIMIT OF WORK LIMIT OF WORK
LIMIT OF WORKLIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
J
HDR
HDR
P.A.
CONCRETE
MOWBAND,
12" WIDE
5 7.0
1 3.0
CONCRETE
MOWBAND,
12" WIDE
5 7.0
COMFORT STATION, REFER TO
THE CITY OF ROSEVILLE
STANDARD COMFORT
STATIONS #2 MASTER PLAN
PLAY AREA
ENLARGEMENT
REFER TO CIVIL PLANS
FOR PARKING LOT
LAYOUT
P.A.
P.A.
P.A.
P.A.
P.A.
P.A.
P.A.
P.A.
P.A.
P.A.
P.A.
P.A.
HDR
P.A.
HDR
HDR
HDR
HDR
P.A.
P.A.
DRINKING
FOUNTAIN
3 7.1
1 4.0
ADD ALTERNATE #1 ASPHALT BASKETBALL COURT:
INSTALL ASPHALT BASKETBALL COURT, SPORTS
COURT CURB, COURT STRIPING, PLAYERS BENCH,
BASKETBALL STANDARD, AND 56 SF OF CONCRETE
PAVING.
UNDER BASE BID INSTALL CONCRETE MOWBAND,
TURF, AND MULCH. REFER TO PLANTING PLAN FOR
BASE BID PLANTING IN THIS AREA.
ADD ALTERNATE #4 ADDITIONAL TURF AREA:
INSTALL TURF FROM SEED, 13 TREES, TREE BUBBLERS,
TURF IRRIGATION, AND 12" MOWBAND. REMOVE
APPROXIMATELY 170 LF OF MOWBAND. REFER TO
SHEET 5.3 AND 6.3 FOR PLANTING AND IRRIGATION
IN THIS TURF FROM SEED AREA.
UNDER BASE BID INSTALL ASPHALT PATH WITH
REDWOOD HEADER. REFER TO PLANTING PLAN
SHEET 6.1 AND IRRIGATION PLAN SHEET 5.1 FOR
PLANTING AND IRRIGATION IN THIS AREA.
P.A.
P.A.
P.A.
P.A.
P.A.
ASPHALT PATH WITH REDWOOD
HEADER SHALL BE BASE BID,
IF ADD ALTERNATE #4 IS SELECTED
INSTALL CONCRETE MOWBAND WHERE
ASPHALT PATH IS ADJACENT TO TURF AREAS
5 7.0
5 7.0
CONCRETE
MOWBAND,
12" WIDE
CONCRETE
MOWBAND,
12" WIDE
TRASH
RECEPTACLE
ADD ALTERNATE #3 NATURE EXPLORATION AREA:
INSTALL GRAVEL PAVEMENT, DECOMPOSED
GRANITE, LANDSCAPE BOULDERS, LOGS, STUMPS,
SHRUBS, TREES, TREE BUBBLER, SHRUB IRRIGATION,
AND 12" MOWBAND. REFER TO SHEET 5.3 AND 6.3
FOR PLANTING AND IRRIGATION IN THIS AREA.
UNDER BASE BID INSTALL MULCH IN PLANTING
AREAS AND ASPHALT PATH WITH REDWOOD
HEADER. REFER TO PLANTING PLAN SHEET 6.1 AND
IRRIGATION PLAN SHEET 5.1 FOR PLANTING AND
IRRIGATION IN THIS AREA.
3 3.0
HDR
P.A.
P.A.
TRASH
RECEPTACLE
ADD ALTERNATE #5: METAL SHADE
SHELTER
INSTALL 30 X 20' METAL SHADE SHELTER
IN LIEU OF FABRIC SHADE SHELTER
UNDER BASE BIT INSTALL 30' X 20' FABRIC
SHADE SHELTER.
1 7.4
1 7.5
6 7.0
PARK IDENTIFICATION
SIGN
IF ADD ALTERNATE #2 IS
SELECTED, CONTRACTOR
SHALL CONFIRM BENCH
LAYOUT WITH THE OWNER
ADD ALTERNATE #6
PERIMETER SIDEWALK:
REFER TO CIVIL PLANS
FOR CURB RAMP
LOCATIONS
5 7.0
ADD ALTERNATE #4
ADD ALTERNATE #4
CONCRETE
MOWBAND,
12" WIDE
5 7.0
File Path: T:\Projects\2024\24013_KT52Park\3_ConstructionDocuments\24013_SC.dwg Plot Date: 1/29/25 Saved By: Amiller Copyright © 2020 Callander Associates Landscape Architecture, Inc. www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366 SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
REVISION DATE
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
AM
MR
As Shown
SHEET
OF 52
REVISION DATE
Know what's below.
before you dig.Call
R
KEY MAP
SILVER SPRUCE DRIVE.SIERRA VILLAGE DRIVE.
SITE
CONSTRUCTION
PLAN
4.1 9
MATCHLINE B, SEE SHEET 4.2
0 feet20
1" = 20'
40 NORTH
FOR SITE CONSTRUCTION NOTES AND LEGEND
REFER TO SHEET 4.0
For Council Approval
Not for Bidding
SILVER SPRUCE DRIVE
SIERRA VILLAGE DRIVE
LIMIT OF WORK LIMIT OF WORK
LIMIT OF WORKLIMIT OF WORK
LIMIT OF WORKLIMIT OF WORK
J
HDR
HDR
HDR
HDR
5 7.0
LIMIT OF WORK
5 7.0
5 7.0
P.A.
P.A.
P.A.
P.A.
HDR
P.A.
P.A.
P.A.
P.A.
P.A.
CONCRETE
MOWBAND,
12" WIDE
CONCRETE
MOWBAND,
12" WIDE
CONCRETE
MOWBAND,
12" WIDE
CRICKET PITCH4
4.0 ADD ALTERNATE #6
PERIMETER SIDEWALK:
ADD ALTERNATE #6
PERIMETER SIDEWALK:
File Path: T:\Projects\2024\24013_KT52Park\3_ConstructionDocuments\24013_SC.dwg Plot Date: 1/29/25 Saved By: Amiller Copyright © 2020 Callander Associates Landscape Architecture, Inc. www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366 SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
REVISION DATE
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
AM
MR
As Shown
SHEET
OF 52
REVISION DATE
Know what's below.
before you dig.Call
R
KEY MAP
SILVER SPRUCE DRIVE.SIERRA VILLAGE DRIVE.
SITE
CONSTRUCTION
PLAN
4.2 10
0 feet20
1" = 20'
40 NORTH
MATCHLINE B, SEE SHEET 4.1
FOR SITE CONSTRUCTION NOTES AND LEGEND
REFER TO SHEET 4.0
For Council Approval
Not for Bidding
SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI
SHRUB AREAS: 13'-18' RADIUS RAINBIRD R-VAN
NOZZLES WITH 1800 P 45 SERIES BODY, PRESSURE
REGULATING AND RECLAIMED BODY CAP
45 TREE BUBBLER 1401 SERIES
RAINBIRD RWS-B-C-P 1401 ROOT WATERING
SYSTEM WITH CHECK VALVE AND PURPLE GRATE.
EACH SYMBOL REPRESENTS 2 BUBBLERS PER TREE.
20 SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI
TURF AREAS: 25' RADIUS RAINBIRD 5000 SERIES
ROTORS, 5006-PC-MPR ON PLASTIC RISER WITH 6"
POP-UP
45 TURF AREAS: 40'-65' RADIUS RAINBIRD 8005 SERIES
ROTORS, 8005-DD-NP ON STAINLESS STEEL RISER
WITH 5" POP-UP
50 SYMBOL MANUFACTURER/MODEL/DESCRIPTION
DRIP VALVE: RAIN BIRD DRIP CONTROL ZONE KIT
XCZ-100-LC 1IN. PEB-R VALVE, PER CITY OF
ROSEVILLE STANDARDS
PIPE TRANSITION POINT
FLUSH VALVE: SCHEDULE 40 PVC BALL VALVE
WITH BRASS HOSE THREAD ADAPTER, PER CITY OF
ROSEVILLE STANDARDS
DRIP AREA : RAIN BIRD XFDP-06-18 SUB-SURFACE
DRIPLINE, WITH 0.6 GPH EMITTERS AND 18"
EMITTER SPACING AND 18" O.C DRIPLINE
LATERALS. INSTALL ONE DRIP INDICATOR IN EACH
PLANTER, PER CITY OF ROSEVILLE STANDARD
SPECIFICATIONS.
REMOTE CONTROL VALVE : RAIN BIRD PEB-NP
HAN WITH NON POTABLE HANDLE, SIZE PER
PLANS
QUICK COUPLER : RAIN BIRD 44-NP WITH
NON-POTABLE PURPLE RUBBER COVER, AND
2-PIECE BODY
GATE VALVE :NIBCO T-113, SAME SIZE AS
MAINLINE PIPE DIAMETER AT VALVE LOCATION
FOR MAINLINE SIZE 3" AND SMALLER. FOR
MAINLINE 4" AND LARGER SHALL BE FLANGED
WITH CLASS 125 CAST IRON BOD PER SPECS.
MASTER VALVE 2": BUCKNER-SUPERIOR
3300-BSPT-RW 2" NORMALLY OPEN BRASS
MASTER VALVE. PURPLE CROSS HANDLE FOR
RECLAIMED WATER USE.
18 18
18 ADJ 18 F
1402
10 MV
25 F
IRRIGATION SCHEDULE
30 04 08
CONTROLLER: CALSENSE
CS3-48-S1/CS3-EN/GR-STUBBY/FM U CS3000 48
STATION CONVENTIONAL CONTROLLER, HEAVY
DUTY STAINLESS STEEL ENCLOSURE, 1 STUBBY
ANTENNA HOLE FOR CELLULAR STUBBY SURFACE
MOUNT ANTENNA, TP-110AC LINE PROTECTION.
ON/OFF SWITCH, GFCI OUTLET INSIDE
ENCLOSURE. ETHERNET DEVICE FOR CS3000 TO
PROVIDE COMMUNICATION WITH CLOUD BASED
COMMAND CENTER
FLOW SENSOR : CALSENSE FM-U, 2"
BOOSTER PUMP: CUSTOM FLOW REFERENCE
NUMBER 120CALA08222024-1-7.5VFD-208-3
RATED FOR 40 PSI INCREASE WITH 7.5 HP 3-PHASE,
208-230/460V ODP MOTOR WITH SEMI-AUTO
FLUSH OPTION AND SCANAWAY FLUSH MODEL.
CONTACT V-POWER EQUIPMENT INC,
916-266-6743
WATER METER 3", PER CIVIL PLANS
RECYCLED WATER FILTER: 3" RECLAIMED INCLINE
WATER FILTER WITH STEEL IN-LINE
SEMI-AUTOMATIC FILTER ELEMENT PER CITY OF
ROSEVILLE CONSTRUCTION STANDARDS, INSTALL
PER MANUFACTURER SPECIFICATIONS.
DRIP HEADER: SCHEDULE 40 PVC, 3/4" SIZE
IRRIGATION LATERAL LINE: SCHEDULE 40, PURPLE
PIPE FOR RECLAIMED WATER.
IRRIGATION MAINLINE: FOR MAINLINE 2
1 2" AND
SMALLER MAINLINE SHALL BE SCHEDULE 40 PVC,
FOR 3" OR LARGER MAINLINE SHALL BE PVC SDR
21, CLASS 200 RUBBER GASKETED PIPE. USE TAP
AND SADDLE CONNECTIONS FOR ALL VALVES
AND QUICK COUPLERS. ALL MAINLINES SHALL BE
PURPLE PIPE FOR RECLAIMED WATER.
PIPE SLEEVE: PVC SCHEDULE 40
VALVE NUMBER FOR DRIP AREA
C
FS
BP
M
VALVE NUMBER
VALVE SIZE
VALVE FLOW
VALVE CALLOUT
X
#
PRECIPITATION RATE
WATER-USE
X
X
X
F
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
File Path: T:\Projects\2024\24013_KT52Park\3_ConstructionDocuments\24013_IR.dwg Plot Date: 1/29/25 Saved By: Amiller Copyright © 2020 Callander Associates Landscape Architecture, Inc. www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366 SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
REVISION DATE
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
AM
MR
As Shown
SHEET
OF 52
REVISION DATE
Know what's below.
before you dig.Call
R
5.0 IRRIGATION
NOTES AND
LEGENDS
1. THE INSTALLATION OF THE RECYCLED WATER SYSTEM SHALL CONFORM TO THE
REGULATIONS FOR THE CONSTRUCTION OF RECYCLED WATER SYSTEMS WITHIN
THE CITY OF ROSEVILLE AND THE ACCOMPANYING PLANS AND
SPECIFICATIONS.
2. ALL ON-SITE RECYCLED AND POTABLE WATER PIPING INSTALLED ON THIS
PROJECT SHALL BE IDENTIFIED IN ACCORDANCE WITH THE CITY OF ROSEVILLE
CONSTRUCTION STANDARDS FOR RECYCLED WATER INFRASTRUCTURE AND THE IRRIGATION SPECIFICATIONS.
3. CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT SHALL BE NOTIFIED TWO DAYS PRIOR TO THE START OF CONSTRUCTION AT (916) 774-5750 AND
EACH WORKDAY THEREAFTER UNTIL COMPLETION OF PROJECT FOR COMMERCIAL IRRIGATION SYSTEMS. CITY OF ROSEVILLE PARKS DEPARTMENT SHALL BE NOTIFIED TWO DAYS PRIOR TO THE START OF CONSTRUCTION AT (916) 746-1758 FOR LANDSCAPE CORRIDORS AND PARKS. A RECONSTRUCTION
MATERIALS INSPECTION MUST BE ARRANGED PRIOR TO THE START OF CONSTRUCTION.
4. NO FACILITY IS TO BE BACKFILLED UNTIL INSPECTED BY THE CITY OF ROSEVILLE
ENVIRONMENTAL UTILITIES DEPARTMENT AND/OR PARKS DEPARTMENT INSPECTOR.
5. ALL RECYCLED WATER INFRASTRUCTURE, BOTH ON-SITE AND OFF-SITE SHALL BE
INSPECTED BY CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES AND/OR PARKS DEPARTMENT. FOR INSPECTION OF RECYCLED WATER SYSTEM CONTACT ENVIRONMENTAL UTILITIES AT 774-5750 FORTY-EIGHT (48) HOURS IN ADVANCE.
POINTS OF INSPECTION ARE:
5.1. PRE-CONSTRUCTION MATERIALS INSPECTION.
5.2. IRRIGATION SYSTEM INSTALLATION BEFORE LINES ARE COVERED.
5.3. PRESSURE TESTING.
5.4. SYSTEM CROSS CONNECTION CONTROL TEST.
5.5. SYSTEM COVERAGE TEST.
6. ALL RECYCLED WATER PIPING SHALL BE PURPLE COLORED PVC UNLESS OTHERWISE SPECIFIED. WHERE PURPLE PVC IS NOT USED, PIPE SHALL BE
IDENTIFIED (MARKED) IN ACCORDANCE WITH THE CITY OF ROSEVILLE CONSTRUCTION STANDARDS.
7. MARKING ON THE PURPLE COLORED PVC PIPE SHALL INCLUDE THE FOLLOWING:
"CAUTION: RECYCLED WATER- DO NOT DRINK". NOMINAL PIPE SIZE. PVC 1120.
PRESSURE RATING IN POUNDS PER SQUARE INCH AT 73 DEGREES. ASTM DESIGNATIONS SUCH AS 1785, 2241, 1672, 3139. PRINTING SHALL BE PLACED CONTINUOUSLY ON TWO SIDES OF THE PIPE.
8. ALL RECYCLED WATER SPRINKLER CONTROL VALVES, VALVE RISERS, SPRINKLER
RISERS, AND SWING JOINTS SHALL BE TAGGED WITH IDENTIFICATION TAGS OR ADHESIVE LABELS.
8.1. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE COLOR WITH THE WORDS "WARNING: RECYCLED WATER- DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISA: AGUA IMPURA- NO TOMAR" ON THE OTHER SIDE.
IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL.
8.2. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: ATTACH TO
VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP.
8.3. RECYCLED WATER WARNING LABELS OR STICKERS THAT ARE CONSISTENT
WITH CITY OF ROSEVILLE CONSTRUCTION STANDARDS FOR RECYCLED
WATER INFRASTRUCTURE AND THE IRRIGATION SPECIFICATIONS MUST BE ATTACHED TO ALL PIPING NOT IN COMPLIANCE.
8.4. ALL SPRINKLER HEADS MUST BE DESIGNED FOR RECYCLED WATER USAGE, WITH PURPLE RECYCLED WATER WARNING CAPS.
8.5. SPRINKLER RISERS AND SWING JOINTS SHALL BE IDENTIFIED WITH PURPLE ADHESIVE 3" X 3" LABELS. EACH LABEL SHALL STATE "RECYCLED WATER DO NOT DRINK" IN ENGLISH AND SPANISH.
9. ALL RECYCLED WATER CONTROL VALVE BOXES SHALL BE PURPLE AND HAVE A
WARNING LABEL PERMANENTLY MOLDED INTO OR AFFIXED ONTO THE LID WITH RIVETS, BOLTS, ETC. WARNING LABELS SHALL BE CONSTRUCTED OF A PURPLE
WEATHERPROOF MATERIAL WITH THE WARNING PERMANENTLY STAMPED OR MOLDED INTO THE LABEL. THE WARNING SHALL CONTAIN THE FOLLOWING INFORMATION:
9.1. "NON-POTABLE" OR "RECYCLED WATER"
9.2. "DO NOT DRINK" IN ENGLISH AND SPANISH
10. RECYCLED WATER QUICK COUPLING VALVES SHALL HAVE A PURPLE RUBBER OR VINYL COVER. THE COVER SHALL BE OF A LOCKING TYPE AND HAVE A WARNING PERMANENTLY STAMPED OR MOLDED AS FOLLOWS: "RECYCLED WATER- DO NOT DRINK" IN ENGLISH AND SPANISH.
11. PLASTIC WARNING TAPE SHALL BE USED ON ALL POTABLE WATER PIPING, POTABLE WATER WARNING TAPE SHALL BE A MINIMUM OF 3 INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF EACH LINE. THE TAPE
SHALL BE ATTACHED TO THE TOP OF THE PIPE WITH NYLON TIE-WRAP BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY FIVE FEET ON CENTER.
WARNING TAPE FOR THE POTABLE WATER PIPING SHALL BE BLUE IN COLOR WITH WORDS "CAUTION: POTABLE WATER LINE BURIED BELOW" IMPRINTED IN MINIMUM1-INCH HIGH LETTERS, BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT.
12. ALL PRESSURE MAIN LINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN 10 FEET MINIMUM HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPING. WHERE RECYCLED AND POTABLE WATER PRESSURE MAIN LINE PIPING CROSS, THE RECYCLED WATER PIPING SHALL BE INSTALLED 12" BELOW THE POTABLE WATER PIPING OD TO OD. WHERE THE RECYCLED WATER
PRESSURE MAIN LINE MUST PASS ABOVE POTABLE WATER PIPING, THE RECYCLED WATER PIPING SHALL INSTALLED IN A CLASS 200 PURPLE COLORED PVC SLEEVE
WHICH EXTENDS A MINIMUM OF FIVE FEET ON EITHER SIDE OF THE POTABLE WATER PIPING. A 12" VERTICAL SEPARATION OD TO OD MUST BE MAINTAINED.
CONVENTIONAL (WHITE) PVC PIPE MAY BE USED FOR SLEEVING MATERIAL IF IT IS
TAPED WITH THREE-INCH WIDE PURPLE WARNING TAPE, WHICH READS "RECYCLED WATER- DO NOT DRINK"
13. ALL PRESSURE MAIN LINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE
INSTALLED TO MAINTAIN A TEN FOOT MINIMUM HORIZONTAL SEPARATION FROM ALL SANITARY SEWER LINES. WHERE RECYCLED AND SEWER CROSS, THE
RECYCLED WATER PIPING SHALL BE INSTALLED A MINIMUM OF ONE FOOT ABOVE SEWER.
14. FOR ON-SITE RECLAIMED WATER PIPING, THE MINIMUM DEPTH FROM FINISH GRADE TO TOP OF PIPE SHALL BE AS FOLLOWS:
14.1. INTERMITTENT PRESSURE LINES (ALL
SIZES)......................................................................12"
14.2. CONSTANT PRESSURE LINES 2.5" AND SMALLER
..........................................................18"
14.3. CONSTANT PRESSURE LINES 3" AND LARGER
...............................................................24"
15. PRESSURE AND CROSS CONNECTION TESTING FOR ON-SITE RECYCLED WATER SYSTEM.
15.1. ALL TESTING OF RECYCLED WATER SYSTEMS MUST BE PERFORMED UTILIZING A
POTABLE WATER SOURCE VIA A CONSTRUCTION WATER CONNECTION PER CITY OF ROSEVILLE CONSTRUCTION STANDARDS. NO RECYCLED
WATER MAY ENTER A RECYCLED WATER SYSTEM UNTIL ALL TESTING IS SUCCESSFULLY COMPLETED.
15.2. THE SOURCE OF POTABLE WATER USED FOR TESTING MUST HAVE A METER AND AN APPROVED BACK FLOW PREVENTION DEVICE. THESE CAN BE
OBTAINED THROUGH THE CITY OF ROSEVILLE
15.3. THE CONTRACTOR SHALL PROVIDE A MEANS TO PLUMB IN PRESSURE AND
CROSS CONNECTION TESTING APPARATUS AT THE POINT OF HIGHEST
ELEVATION, FOR BOTH POTABLE AND CONSTANT PRESSURE RECYCLED WATER SYSTEMS.
15.4. THE CONSTANT PRESSURE RECYCLED WATER SYSTEM INCLUDING ALL APPURTENANCES SHALL BE TESTED AT 125 PSI AT HIGHEST POINT OF ELEVATION FOR 1 HOUR WITH NO DETECTABLE LEAKAGE.
15.5. PRESSURE TESTING MUST BE SUCCESSFULLY COMPLETED PRIOR TO CROSS CONNECTION TESTING.
15.6. THE RECYCLED WATER SYSTEM SHALL BE TESTED FOR CROSS-CONNECTION
IN ACCORDANCE WITH UNIFORM PLUMBING CODE APPENDIX J PRIOR TO USE.
15.7. FOR PROJECTS BEING PERFORMED IN PHASES, A CROSS CONNECTION TEST
SHALL BE PERFORMED ON EACH PHASE INDEPENDENTLY, BEFORE IT IS PUT INTO SERVICE. THE POTABLE WATER SOURCE USED FOR TESTING EACH PHASE MUST BE INDEPENDENT OF OTHER PREVIOUSLY COMPLETED PHASES.
15.8. AT THE TIME A CROSS CONNECTION TEST IS TO BE PERFORMED,
CONSTRUCTION ON BOTH THE POTABLE AND THE RECYCLED WATER
SYSTEMS BEING TESTED MUST BE COMPLETE, AND BOTH SYSTEMS FULLY OPERATIONAL AND FUNCTIONING AS DESIGNED.
15.9. CROSS CONNECTION TESTING SHALL BE PERFORMED ON THE SYSTEM BY CITY FORCES WITH THE ASSISTANCE OF THE CONTRACTOR. THE TEST WILL BE
COORDINATED THROUGH THE ENVIRONMENTAL UTILITIES OR PARKS DEPARTMENT INSPECTOR. FORTY-EIGHT (48) HOURS NOTICE IS REQUIRED BEFORE THE TEST. DEPENDING ON THE COMPLEXITY OF THE SITE, A PRELIMINARY FIELD MEET MAY ALSO BE REQUIRED.
16. COVERAGE TEST: ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO
NATIVE OAK AREAS AND INTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE: POOL DECKS, PRIVATE PATIOS, STREETS AND SIDEWALKS.
17. METER INSTALLATION: ONCE THE ON-SITE RECYCLED WATER SYSTEM HAS BEEN
PROPERLY INSPECTED AND PASSED PRESSURE AND CROSS CONNECTION TESTING, A METER MAY BE INSTALLED. THE METER MUST BE PURCHASED FROM THE CITY OF ROSEVILLE AND INSTALLED BY CITY FORCES. COORDINATE METER
PURCHASE AND INSTALLATION WITH THE ENVIRONMENTAL UTILITIES OR PARKS DEPARTMENT INSPECTOR.
18. NO CONNECTION SHALL BE MADE TO THE CITY
S EXISTING RECYCLED WATER
SYSTEM UNTIL THE NEW FACILITIES HAVE BEEN SUCCESSFULLY PRESSURE AND CROSS CONNECTION TESTED. TAPS TO THE EXISTING RECYCLED SYSTEM WILL BE MADE BY CITY FORCES ONLY.
19. FAILURE TO COMPLY WITH ANY OR ALL OF THE ABOVE GUIDELINES VIOLATES
THE CITY OF ROSEVILLE DESIGN AND CONSTRUCTION STANDARDS FOR
RECYCLED WATER INFRASTRUCTURE AND WILL RESULT IN TERMINATION OF SERVICE UNTIL THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN.
CITY OF ROSEVILLE RECYCLED WATER IRRIGATION NOTES
1. SPECIFICATIONS: SEE IRRIGATION SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2. VERIFICATION: SYSTEM DESIGN IS BASED ON (50) P.S.I. AND (120) G.P.M.
AVAILABLE AT DISCHARGE OUTLET OF METER OR OTHER POINT OF CONNECTION.
CONTRACTOR SHALL VERIFY SAME AND NOTIFY LANDSCAPE ARCHITECT IF SUCH DATA ADVERSELY AFFECTS THE OPERATION OF THE SYSTEM. SUCH NOTICE SHALL BE MADE IN WRITING AND PRIOR TO COMMENCING ANY IRRIGATION WORK.
3. UTILITIES: CONTRACTOR SHALL VERIFY LOCATION OF ALL ON-SITE UTILITIES.
RESTORATION OF DAMAGED UTILITIES SHALL BE MADE AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER.
4. SCHEMATIC: SYSTEM FEATURES ARE SHOWN SCHEMATICALLY FOR GRAPHIC CLARITY. INSTALL ALL PIPING AND VALVES IN COMMON TRENCHES WHERE FEASIBLE AND INSIDE PLANTING AREAS WHENEVER POSSIBLE. ALL VALVES SHALL BE LOCATED IN GROUNDCOVER OR SHRUB AREAS WHENEVER POSSIBLE.
5. CODES: IRRIGATION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL CODES AND MANUFACTURER'S SPECIFICATIONS. NOTIFY LANDSCAPE
ARCHITECT BY TELEPHONE AND IN WRITING OF ANY CONFLICTS PRIOR TO INSTALLATION.
6. SLEEVING: CONTRACTOR SHALL SIZE ALL SLEEVES TO BE A MINIMUM TWO TIMES THE SIZE OF THE INTERIOR PIPE. SLEEVES SHALL BE INSTALLED AT THE NECESSARY DEPTHS PRIOR TO PAVEMENT CONSTRUCTION. SLEEVING SHALL EXTEND 1'-0"
FROM EDGE OF PAVEMENT INTO LAWN OR PLANTING AREA, AND SHALL HAVE ENDS CLEARLY MARKED ABOVE GRADE.
7. BACKFLOW DEVICES: LOCATE BACKFLOW DEVICES AS SHOWN ON PLAN.
LOCATION SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION BY THE CONTRACTOR.
8. QUICK COUPLING VALVES: INSTALL ON TRIPLE SWING JOINT. LOCATE 12" AWAY
FROM EDGE OF WALKS, WALLS, CURBS, AND HEADERBOARDS WITHIN PLANTING AREAS. PROVIDE OWNER WITH ONE OPERATING KEY, TWO SETS OF LOCKING COVER KEYS, AND ONE SWIVEL HOSE ELL.
9. HEAD ALLOWANCE: CONTRACTOR SHALL ALLOW IN BID PRICE AN AMOUNT SUFFICIENT TO PROVIDE AND INSTALL AN ADDITIONAL (10%) OF DRIPLINE AND
SPRINKLER HEADS OF EACH TYPE SPECIFIED ON PLAN TO ACCOMMODATE FIELD CHANGES. THESE HEADS SHALL BE LOCATED AS DIRECTED BY THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL DELIVER TO THE OWNER ANY UN-USED ADDITIONAL HEADS AND DRIPLINE AT THE END OF THE MAINTENANCE PERIOD.
10. CONTROLLER: ALL ABOVE-GRADE CONDUIT EITHER 24V. OR 110V. SHALL BE RIGID STEEL AND SECURELY FASTENED TO STRUCTURE AND TO CONTROLLER.
11. CHECK VALVES: INSTALL PLASTIC CHECK VALVE AT BASE OF HEADS ON LOW ENDS OF SYSTEMS AS REQUIRED TO MINIMIZE LINE DRAINAGE. CONTRACTOR
SHALL ALLOW IN BID PRICE AN AMOUNT SUFFICIENT TO PROVIDE AND INSTALL AN ADDITIONAL (5) CHECK VALVES TO ACCOMMODATE ANY NECESSARY FIELD CHANGES.
12. PRESSURE REDUCER: TO BE PLACED UPSTREAM AND ADJACENT TO BACKFLOW DEVICE.
13. MAINTAINING EXISTING IRRIGATION: SHOULD THE EXISTING MAINLINE BREAK OR
BE SHUT OFF FOR ANY REASON DURING THE COURSE OF CONSTRUCTION THE
CONTRACTOR SHALL HAND WATER ALL TREES, SHRUBS, TURF, AND GROUNDCOVER THAT THE EXISTING IRRIGATION SYSTEM WATERS. THE
CONTRACTOR SHALL CONTINUE TO DO SO UNTIL THE IRRIGATION SYSTEM IS OPERABLE.
14. EACH VALVE SHALL BE SEPARATELY TEED/SADDLE TAPPED OFF THE IRRIGATION MAINLINE, PER THE CITY OR ROSEVILLE STANDARDS.
IRRIGATION NOTES
1 7.3
2 7.3
5 7.1
6 7.1
1 7.2
2 7.2
5 7.2
9 7.1
4 7.2
6 7.2
7 7.1
7 7.2
8 7.2
6 7.1
4 7.3
3 7.3
11 For Council Approval
Not for Bidding
VAN
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
NO
PARKING
NO
PARKING
SILVER SPRUCE DRIVE
LIMIT OF WORK LIMIT OF WORK
LIMIT OF WORKLIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
ADD ALTERNATE #4 ADDITIONAL TURF AREA:
INSTALL TURF SPRAY, LATERALS, VALVES, AND
REMOVE 13 TREE BUBBLERS AND ASSOCIATED
LATERALS 12" MOWBAND AS SHOWN ON SHEET 5.3.
UNDER BASE BID INSTALL TREE BUBBLERS, MAINLINE,
AND LATERAL LINES TO TREES AS SHOWN.
FOR FUTURE USE, CONTRACTOR TO
STUB AND CAP 3" MAINLINE. PULL 7
CONTROL WIRES AND ONE
COMMON, LOOP 18" WIRE ENDS IN
VALVE BOX
4"
4"
3"
FOR FUTURE USE, CONTRACTOR
TO STUB AND CAP 4" MAINLINE.
PULL 5 CONTROL WIRES AND
LOOP 18" WIRE ENDS IN VALVE
BOX
ADD ALTERNATE #3 NATURE EXPLORATION AREA:
INSTALL GRAVEL PAVEMENT, SHRUB SPRAY,
LATERALS, AND VALVES, AS SHOWN ON SHEET 5.3.
UNDER BASE BID INSTALL TREE BUBBLERS, MAINLINE,
AND LATERAL LINES TO TREES AS SHOWN.
25 25
25 25
25 25
25 25
112"
3"
10 10
10 10
10 10
10 10
3 4"
10 10 10 10 10 10 10
10 101010
10 10
212"
212"
212"
2"
3 4"
3 4"
112" 112"
2"
2"
3 4"
3 4"
8 55.8
0.36 in/hHIGH
2"
9 55.8
0.38 in/hHIGH
2"
10 55.8
0.39 in/hHIGH
2"
1"
3 4"
3 4"
3 4"
112"
3 4"
3 4"
7 12.3
0.43 in/hLOW
1"
11 3
1.7 in/hMED
1"
25 25
25 25
25 25
25 10
10 10
25 25
25 25
25 25
25 25
3 4"
3 4"
3 4"
3 4"
3 4" 2"
3 4"
112"
3 4"
2"2"
15 4.5
1.7 in/hLOW
1"
16 6
1.7 in/hMED
1"
17 17.2
0.43 in/hLOW
1"
18 1.52
0.43 in/hMED
1"
18 18
18 18
18 181818
18 18
18 18
18 18
18 3 4"3 4"
F
F
F
F
F
212"
112"
2"
112"
3 4"
3 4"
2"
3 4"
3 4"
3 4"
3 4"
3 4"
3 4"
3 4"3 4"
C
12 15.7
0.76 in/hMED
1"
13 18.5
0.43 in/hLOW
1"
14 9.02
0.43 in/hLOW
1"
3 4"
3 4"
1"
3 4"
3 4"
3 4"
3 4"
3 4"
112"
1"
3 4"
1"
1"
112"
3 4"3 4"
1"
LOW 1.7 in/h
6.521
1"
HIGH 0.9 in/h
46.522
112"
HIGH 0.8 in/h
56.720
2"
MED 1.7 in/h
2.524
1"
MED 1.7 in/h
325
1"
HIGH 0.39 in/h
46.526
112"
HIGH 0.71 in/h
37.227
112"
4"
3"
3 4"
112"
212"
HIGH 1.01 in/h
46.523
112"
112"
2"2"
3 4"
File Path: T:\Projects\2024\24013_KT52Park\3_ConstructionDocuments\24013_IR.dwg Plot Date: 1/29/25 Saved By: Amiller Copyright © 2020 Callander Associates Landscape Architecture, Inc. www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366 SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
REVISION DATE
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
AM
MR
As Shown
SHEET
OF 52
REVISION DATE
Know what's below.
before you dig.Call
R
KEY MAP
SILVER SPRUCE DRIVE.SIERRA VILLAGE DRIVE.
5.1 IRRIGATION PLAN
MATCHLINE B, SEE SHEET L5.2
0 feet20
1" = 20'
40 NORTH
FOR SITE IRRIGATION NOTES AND LEGEND
REFER TO SHEET 5.0
ADD ALTERNATE #1 ASPHALT
BASKETBALL COURT:
INSTALL ASPHALT BASKETBALL
COURT, SPORTS COURT CURB,
COURT STRIPING, PLAYERS
BENCH, AND BASKETBALL
STANDARD. REMOVE
IRRIGATION AS SHOWN ON
SHEET 5.3.
UNDER BASE BID INSTALL
IRRIGATION AS SHOWN
19 1.77
0.43 in/hLOW
1"
ADD ALTERNATE #6
PERIMETER SIDEWALK
12 For Council Approval
Not for Bidding
SILVER SPRUCE DRIVE
SIERRA VILLAGE DRIVE
LIMIT OF WORK LIMIT OF WORK
LIMIT OF WORKLIMIT OF WORK
LIMIT OF WORKLIMIT OF WORK
J
SILVER SPRUCE DRIVE
SIERRA VILLAGE DRIVE
LIMIT OF WORK LIMIT OF WORK
LIMIT OF WORKLIMIT OF WORK
LIMIT OF WORKLIMIT OF WORK
J
M BP MV FS
4"
4"
IRRIGATION POINT OF
CONNECTION:
SHALL BE DOWNSTREAM
3" METER. CONTRACTOR
TO VERIFY AND NOTIFY
OWNER IF FOUND IN
OTHER LOCATION
F
10 10
10 10
10 10
10 10
10 10 10
10 10
10 10
10 10 1010
10 3 4"
3 4"
112"
112"
212"
3 4"
3 4"112"
2"
10 10
10 10
10 10
10 10
1010
10 10 10 10
1010
10 10
10 10
1010
10 10
10 1010
10 10
1"
112"
2"
1"
112"
2"
1"
112"
2"
1"
112"
2"
212"
1"
112"
2"
212"
1"
112"
2"
212"
1"
2"
212"
3 4"
112" 1"
3 4"
3 4"
3 4"
3 4"
3 4"
1 10.5
0.43 in/hLOW
1"
2 55.8
0.75 in/hHIGH
2"
3 7
1.7 in/hMED
1"
4 16.6
0.43 in/hLOW
1"
5 1.5
1.7 in/hLOW
1"
6 46.5
0.81 in/hHIGH
112"
33 9.09
0.43 in/hLOW
1"
34 37.2
0.79 in/hHIGH
112"
F
F
F
F
3"
1"
1"
112"
3 4"
1"
3 4"
LOW 1.7 in/h
428
1"
HIGH 0.39 in/h
55.829
2"
HIGH 0.39 in/h
55.830
2"
HIGH 0.39 in/h
55.831
2"
HIGH 0.51 in/h
55.832
2"
3 4"
3 4"
3 4"
4"
1"
3 4"
3 4"
10 10
112"
2"
3 4"
2"
112"
10 10
10 3 4"
112"
112"
File Path: T:\Projects\2024\24013_KT52Park\3_ConstructionDocuments\24013_IR.dwg Plot Date: 1/29/25 Saved By: Amiller Copyright © 2020 Callander Associates Landscape Architecture, Inc. www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366 SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
REVISION DATE
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
AM
MR
As Shown
SHEET
OF 52
REVISION DATE
Know what's below.
before you dig.Call
R
KEY MAP
SILVER SPRUCE DRIVE.SIERRA VILLAGE DRIVE.
5.2 IRRIGATION PLAN
0 feet20
1" = 20'
40 NORTH
MATCHLINE B, SEE SHEET L5.1
FOR SITE IRRIGATION NOTES AND LEGEND
REFER TO SHEET 5.0
ADD ALTERNATE #6 PERIMETER SIDEWALK:
INSTALL IRRIGATION AND 3/4" LATERAL IN
SLEEVE TO DRIP AREA.
UNDER BASE BID MULCH ONLY AREA
ADD ALTERNATE #6 PERIMETER SIDEWALK:
INSTALL IRRIGATION AND 3/4" LATERAL IN
SLEEVE TO DRIP AREA.
UNDER BASE BID MULCH ONLY AREA
13 For Council Approval
Not for Bidding
VAN
EV
CHARGING
ONLY
EV
CHARGING
ONLY NO
PARKING
NO
PARKING
LIMIT OF WORK LIMIT OF WORK
LIMIT OF WORKLIMIT OF WORK
J
10 10
10 10
10 10
10 10
10 10
10 10
10 10
10 10
10 10
10 10
10 10
10 3 4"
3 4"
112"
3 4"
2"
4"
4"
25 25
25 25
25 2525
25 25 25 25
25 25
25 25
25 25
25 25
25 25
25 2525
10 10
10 10
10 10
3 4"
3 4"
112"
3"
1"
3 4"
3 4"
1"
3 4"112"
3 4"
1"
10 101010
10 10
04 04 04 04
04 08
10 10
10 1010
10 1010
04 04
04 040404
04 3 4"212"
2"
3 4"
3 4"
112" 112"
2"
2"
3 4"
112"
3 4"
3 4"
112"
3 4"
2"
2"
3 4"
3 4"
112"
212"
3 4"
212"
2"
3 4"
112"
3 4"
3 4"
3 4"
3 4"
3"
4"
112"
112" 112"
3 4"
3 4"
112"
2"
3 4"
3 4"
3 4"
3 4"
2"
3 4"
1"
3 4"
10 10
10 30
30 30
30 30
25 25
25 25
25 25
25 25
25 25
25 25
25 25
3 4"
3 4"
3 4"
112"
3 4"
3 4"
112"
3 4"
2"
18 18
8 3 4"
F
F
F
3 4"
112"
3 4"
3 4"
3 4"
3 4"
3 4"
3 4"
3 4"3 4"
C
3 4"
3 4"
1"
3 4"
3 4"
3 4"
3 4"
1"
3 4"
1"
1"
112"
112"
4"
212"
112"
2"2"
3 4"
File Path: T:\Projects\2024\24013_KT52Park\3_ConstructionDocuments\24013_IR.dwg Plot Date: 1/29/25 Saved By: Amiller Copyright © 2020 Callander Associates Landscape Architecture, Inc. www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366 SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
REVISION DATE
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
AM
MR
As Shown
SHEET
OF 52
REVISION DATE
Know what's below.
before you dig.Call
R
KEY MAP
SILVER SPRUCE DRIVE.SIERRA VILLAGE DRIVE.
0 feet20
1" = 20'
40 NORTH
IRRIGATION PLAN
ADD ALTERNATE
#3 AND #4
5.3 14
FOR IRRIGATION NOTES AND LEGEND
REFER TO SHEET 5.0
ADD ALTERNATE #3:
NATURE EXPLORATION AREA
ADD ALTERNATE #4:
ADDITIONAL TURF AREA
3" 112"
ADD ALTERNATE #1:
BASKETBALL COURT
12 0.59
0.43 in/hLOW
1"
19 15.6
0.43 in/hLOW
1"
35 6.51
0.43 in/hLOW
1"
HIGH 0.96 in/h
46.536
112"
LOW 1.7 in/h
6.521
1"
HIGH 0.89 in/h
47.920
2"
37 2.5
1.7 in/hLOW
1"
38 55.8
0.98 in/hHIGH
2"
39 33.8
0.56 in/hHIGH
112"
40 44.8
0.55 in/hHIGH
112"
HIGH 1.05 in/h
55.841
2"
4"
43 4
1.7 in/hLOW
1"
44 48
0.42 in/hHIGH
2"
HIGH 0.86 in/h
55.842
2"
45 46.5
1.3 in/hHIGH
112"
HIGH 1.01 in/h
46.523
112"
HIGH 0.9 in/h
46.522
112"
For Council Approval
Not for Bidding
File Path: T:\Projects\2024\24013_KT52Park\3_ConstructionDocuments\24013_IR.dwg Plot Date: 1/29/25 Saved By: Amiller Copyright © 2020 Callander Associates Landscape Architecture, Inc. www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366 SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
REVISION DATE
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
AM
MR
As Shown
SHEET
OF 52
REVISION DATE
Know what's below.
before you dig.Call
R
5.4 IRRIGATION
NOTES AND
LEGENDS
FOR SITE IRRIGATION NOTES AND LEGEND
REFER TO SHEET 5.0
I AGREE TO COMPLY WITH THE CRITERIA OF THE WATER EFFICIENT
LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE
DOCUMENTATION PACKAGE
MELISSA RUTH
SIGNATURE
WATER EFFICIENT LANDSCAPE WORKSHEET
IRRIGATION SCHEDULE
PROJECT INFORMATION
H. PROJECT CONTACTS:
OWNER:
CITY OF ROSEVILLE
316 VERNON STREET, SUITE 400
ROSEVILLE, CA 95678
PHONE: (916) 774-5253
*CONTRACTOR SHALL FURNISH UPON PROJECT COMPLETION.
#OWNER/OWNER'S REPRESENTATIVE SHALL FURNISH UPON PROJECT COMPLETION. +CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF IRRIGATION AUDIT BY THE LOCAL AGENCY, OR A THIRD PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITOR. LANDSCAPE AUDITS SHALL NOT BE CONDUCTED BY THE PERSON WHO DESIGNED THE LANDSCAPE OR INSTALLED THE LANDSCAPE. CONTRACTOR IS RESPONSIBLE TO PAY FOR ALL ASSOCIATED FEES.
1. PROJECT INFORMATION
2. WATER EFFICIENT LANDSCAPE WORKSHEET
3. *SOIL MANAGEMENT REPORT
4. LANDSCAPE DESIGN PLAN (SEE SHEET 6.0-6.3)
5. IRRIGATION DESIGN PLAN (SEE SHEET 5.1-5.3 )
6. GRADING DESIGN (SEE SHEET C3.1-C3.2)
7. #CERTIFICATE OF COMPLETION
8. *CERTIFICATE OF INSTALLATION
9. IRRIGATION SCHEDULE
10. *MAINTENANCE SCHEDULE
11. +*LANDSCAPE IRRIGATION AUDIT
C. PROJECT ADDRESS: 2690 SIERRA VILLAGE DR, ROSEVILLE, CA 95747 D. TOTAL LANDSCAPE AREA: SEE WATER EFFICIENT LANDSCAPE WORKSHEET E. PROJECT TYPE: PUBLIC PARK
G. LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST:
A. DATE: SEE TITLE BLOCK
B. PROJECT APPLICANT: CITY OF ROSEVILLE
VERIFY WITH CLIENT IF CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF AUDIT F. WATER SUPPLY TYPE: RECYCLED
REMOVE ASTERISK OR HASHTAG AND
ADD CHECKMARK IF PROVIDED BY
CALLANDER DURING DESIGN PROCESS
LANDSCAPE ARCHITECT:
MELISSA RUTH
12150 TRIBUTARY POINT DRIVE, SUITE 140
GOLD RIVER, CA 95670
PHONE: (916) 985-4366
NOTE:
1. WATERING WINDOW: THIS IRRIGATION
SCHEDULE IS BASED ON A 9 HOUR
WATERING WINDOW WITH 5 DAYS OF
OPERATION PER WEEK.
2. VALVE OPERATION: THIS SCHEDULE IS
NOT A "STAKING" SCHEDULE, AND DOES
NOT OUTLINE WHICH VALVES SHOULD
RUN AT THE SAME TIME. ALL
PROGRAMMING AND STACKING SHALL
BE WITHIN THE LIMITS OF THE AVAILABLE
WATER PRESSURE.
3. SCHEDULE ADJUSTMENTS: DUE TO
VARIABLE AND UNFORESEEN SITE
CONDITIONS, THE IRRIGATION SYSTEM
RUN TIMES MAY NEED TO BE ADJUSTED
TO ENSURE THAT PROPER MOISTURE IS
MAINTAINED IN THE LANDSCAPE.
4. IRRIGATION RUN TIMES ARE SHOWN
APPROXIMATELY AND ARE DEPENDENT
ON SOIL INFILTRATION RATE AND
WEATHER.
15 For Council Approval
Not for Bidding
DELTA BLUE GRASS BIOFILTRATION SOD
FESTUCA RUBRA / RED FESCUE
HORDEUM BRACHYANTHERUM / MEADOW BARLEY
HORDEUM CALIFORNICUM / CALIFORNIA MEADOW BARLEY
NASSELLA PULCHRA / PURPLE NEEDLEGRASS
UPLANDS SEED MIX WITH WILDFLOWERS PER CITY OF ROSEVILLE BROMUS CARINATUS / CALIFORNIA BROME 10.0 LBS/AC
CLARKIA AMOENA / FAREWELL TO SPRING 9.0 LBS/AC
ELYMUS GLAUCUS / BLUE WILDRYE 6.0 LBS/AC
ESCHSCHOLZIA CALIFORNICA / CALIFORNIA POPPY 3.0 LBS/AC
LASTHENIA CALIFORNICA / CALIFORNIA GOLDFIELDS 3.0 LBS/AC LUPINUS NANUS / SKY LUPINE 3.0 LBS/AC
MELICA CALIFONICA / MELIC 2.0 LBS/AC
NASSELLA CERNUA / NODDING NEEDLEGRASS 0.5 LBS/AC
NASSELLA PULCHRA / PURPLE NEEDLEGRASS 2.0 LBS/AC
NEMOPHILA MENZIESII / BABY BLUE EYES 3.5 LBS/AC
POA SECUNDA / BLUEGRASS 1.5 LBS/AC
VULPIA MICROSTACHYS / SMALL FESCUE 1.5 LBS/AC
CODE BOTANICAL / COMMON NAME SIZE WATER USE
TREES
CAR BET CARPINUS BETULUS / EUROPEAN HORNBEAM 15 GAL MED CER DES CERCIDIUM X 'DESERT MUSEUM' / DESERT MUSEUM PALO VERDE 15 GAL LOW CER CAN CERCIS CANADENSIS / EASTERN REDBUD 15 GAL MED
CHI RET CHIONANTHUS RETUSUS / CHINESE FRINGE TREE 15 GAL MED NYS SYL NYSSA SYLVATICA / TUPELO 15 GAL MED
QUE LOB QUERCUS LOBATA / VALLEY OAK 15 GAL LOW
QUE MAC QUERCUS MACROCARPA / BURR OAK 15 GAL LOW
QUE SUB QUERCUS SUBER / CORK OAK 15 GAL MED
CODE BOTANICAL / COMMON NAME SIZE WATER USE SPACING
SHRUBS
BUL FRU BULBINE FRUTESCENS 'HALLMARK' / HALLMARK BULBINE 1 GAL LOW 36" o.c.
CAL VIM CALLISTEMON VIMINALIS 'LITTLE JOHN' / LITTLE JOHN WEEPING BOTTLEBRUSH 5 GAL LOW 48" o.c.
CAR DIV CAREX DIVULSA / EUROPEAN GREY SEDGE 1 GAL LOW 24" o.c.
COR LAN COREOPSIS LANCEOLATA / LANCELEAF TICKSEED 5 GAL LOW 24" o.c.
DIE IRI DIETES IRIDIOIDES / FORTNIGHT LILY 1 GAL LOW 36" o.c.
EUR PEC EURYOPS PECTINATUS 'MUNCHKIN' / DWARF EURYOPS 5 GAL LOW 48" o.c.
KNI FLA KNIPHOFIA UVARIA 'FLAMENCO' / FLAMENCO RED HOT POKER 5 GAL LOW 36" o.c.
LOR CHI LOROPETALUM CHINENSE / CHINESE FRINGE FLOWER 5 GAL LOW 72" o.c.
MUH RIG MUHLENBERGIA RIGENS / DEER GRASS 1 GAL LOW 48" o.c.
MYO PAR MYOPORUM PARVIFOLIUM / TRAILING MYOPORUM 5 GAL LOW 60" o.c.
ROS FLO ROSA FLORIBUNDA `ICEBERG` / ICEBERG ROSE 5 GAL MED 36" o.c.
SAL CHA SALVIA CHAMAEDRYOIDES / GERMANDER SAGE 5 GAL LOW 48" o.c.
TEU NAN TEUCRIUM CHAMAEDRYS 'NANUM' / CREEPING GERMANDER 5 GAL LOW 24" o.c.
SYMBOL BOTANICAL / COMMON NAME SIZE WATER USE SPACING
GROUND COVERS
TURF SEED FESCUE BLEND / RFER TO SPECS FOR PARK STANDARDS SEED HIGH
PLANT SCHEDULE
File Path: T:\Projects\2024\24013_KT52Park\3_ConstructionDocuments\24013_PL.dwg Plot Date: 1/29/25 Saved By: Amiller Copyright © 2020 Callander Associates Landscape Architecture, Inc. www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366 SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
REVISION DATE
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
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PLANTING NOTES
1. MULCH: INSTALL A UNIFORM THREE INCH COVERING OF MULCH IN ALL PLANTING AREAS, PER SPECIFICATIONS.
2. GROUNDCOVER: PROVIDE GROUNDCOVER AT INDICATED ON-CENTER SPACING THROUGHOUT ALL AREAS TO BE PLANTED. GROUNDCOVER SHALL BE PROVIDED UP TO THE WATERING BASIN OF ALL TREES AND SHRUBS.
3. QUANTITIES: THE QUANTITIES SHOWN ON THE LABELS ARE NOT TO BE CONSTRUED AS THE COMPLETE AND ACCURATE LIMITS OF THE CONTRACT. FURNISH AND INSTALL ALL PLANTS SHOWN SCHEMATICALLY ON THE DRAWINGS.
4. TOPSOIL: ALL PLANTING AREAS EXCEPT HYDROSEED AREAS TO RECEIVE A SIX INCH LAYER OF (NATIVE / IMPORT) TOPSOIL PER SPECIFICATIONS.
5. SOILS TESTING: SEE SPECIFICATIONS FOR TESTING OF TOPSOIL AND AMENDMENTS. IN ADDITION, CONTRACTOR
SHALL SUBMIT A FIVE GALLON SAMPLE OF NATIVE TOPSOIL FROM ANY AREAS PREVIOUSLY COVERED BY PAVING, TO WAYPOINT ANALYTICAL OF ANAHEIM, (714) 282-8777, FOR CONTAMINATION TESTING. TESTING REQUIRES FOUR TO FIVE WEEKS. CONTRACTOR SHALL ALLOW SUFFICIENT TIME FOR TESTING PRIOR TO CONSTRUCTION.
PLANTING PLAN
6.0 16
BOULDER, PER
SPECS, BURY 1/3
OF TOTAL HEIGHT
FINISH GRADE
SUBGRADE
COMPACT TO
95%
LANDSCAPE BOULDERS
1/2" = 1'-0" P-CLA-06-06.dwg
1 6.0
ROCK MULCH
1/2" = 1'-0"
DECOMPOSED GRANITE
PAVING WHERE OCCURS
ON PLANS
4" DEPTH TOTAL
SHOVEL CUT EDGE
PLANTING AREA, WHERE
OCCURS ON PLANS.
WEED BLOCK FABRIC AND
PRE-EMERGENT HERBICIDE
PER SPECS.
2 CALA-17-056.0
TREE PLANTING
N.T.S
3 P-24-013-013-286.0
SHRUB PLANTING
N.T.S
4 P-24-013-013-296.0
ADD ALTERNATE #3
For Council Approval
Not for Bidding
VAN
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
NO
PARKING
NO
PARKING
SILVER SPRUCE DRIVE
LIMIT OF WORK LIMIT OF WORK
LIMIT OF WORKLIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
2 CER CAN
4 QUE LOB
3 CER DES
4CAR BET
3QUE MAC
3 DIE IRI
3C A R B E T
1QUE MAC
2CER CAN
1 QUE MAC
1QUE LOB
2CAR BET
ADD ALTERNATE #1 CONCRETE BASKETBALL COURT:
INSTALL CONCRETE BASKETBALL COURT, COURT
STRIPING, PLAYERS BENCH, AND BASKETBALL
STANDARD, REMOVE PLANTING.
UNDER BASE BID INSTALL CONCRETE MOWBAND,
TURF, ANDPLANTING AS SHOWN.
11DIE IRI
6EUR PEC
5SAL CHA
4 SAL CHA
6 DIE IRI
3EUR PEC
3 SAL CHA
4 DIE IRI
8 EUR PEC
8 DIE IRI
9BUL FRU
6TEU NAN
4MUH RIG
1CER CAN
5CAL VIM
34CAL VIM
17COR LAN
12CAL VIM
1Q U E S U B
3CER DES
19 TEU NAN
5 KNI FLA
17 COR LAN
8C A L V I M
2 QUE SUB
ADD ALTERNATE #3 NATURE EXPLORATION AREA:
INSTALL GRAVEL PAVEMENT, DECOMPOSED
GRANITE, LANDSCAPE BOULDERS, LOGS, STUMPS,
SHRUB PLANTING, AND 12" MOWBAND.
UNDER BASE BID INSTALL MULCH IN PLANTING
AREAS AND TREES AS SHOWN ON THIS SHEET.
ADD ALTERNATE #4 ADDITIONAL TURF AREA:
INSTALL TURF FROM SEED, AND 12" MOWBAND.
REMOVE 14 TREES AND APPROXIMATELY 170LF OF
MOWBAND. REFER TO SHEET 5.3 AND 6.3 FOR
PLANTING AND IRRIGATION IN THIS TURF FROM SEED.
INSTALL MULCH IN PLANTING AREAS.
UNDER BASE BID INSTALL TREES AND SEED AS
SHOWN ON THIS SHEET
8EUR PEC
5DIE IRI
4SAL CHA
9COR LAN
3 MYO PAR
7 DIE IRI
5 MUH RIG
8 COR LAN
3 MYO PAR
7MYO PAR
10MYO PAR
26CAR DIV
8SAL CHA
5EUR PEC
10DIE IRI
8MUH RIG
6DIE IRI
11 SAL CHA
24CAR DIV
20MYO PAR
14BUL FRU
6ROS FLO
5SAL CHA
3C A R B E T
1QUE MAC
2GLE TRI
3 QUE MAC
1 QUE LOB
2 QUE SUB
1QUE SUB
1CAR BET
1 CER CAN
15COR LAN
8 MUH RIG
3 MUH RIG
61COR LAN
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12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366 SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
REVISION DATE
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
AM
MR
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KEY MAP
SILVER SPRUCE DRIVE.SIERRA VILLAGE DRIVE.
MATCHLINE B, SEE SHEET L6.2
0 feet20
1" = 20'
40 NORTH
PLANTING PLAN
6.1 17
FOR PLANTING NOTES AND LEGEND
REFER TO SHEET 6.0
ADD ALTERNATE #2
SWING AREA
ADD ALTERNATE #6
PERIMETER SIDEWALK:
For Council Approval
Not for Bidding
SILVER SPRUCE DRIVE
SIERRA VILLAGE DRIVE
LIMIT OF WORK LIMIT OF WORK
LIMIT OF WORKLIMIT OF WORK
LIMIT OF WORKLIMIT OF WORK
J
2QUE MAC
2QUE MAC
3QUE MAC
2NYS SYL
16MYO PAR
32CAL VIM
26MYO PAR
18COR LAN
12CAL VIM
3CHI RET
2NYS SYL
2 QUE SUB
1 NYS SYL
2Q U E S U B
40COR LAN
9MYO PAR
9CAL VIM
18COR LAN
17MYO PAR
2 CHI RET
14MYO PAR
14CAL VIM
39COR LAN
1QUE LOB
1QUE LOB
4ARC EME
22ARC EME
12 MYO PAR15MYO PAR
32COR LAN
15 CAL VIM
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12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366 SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
REVISION DATE
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
AM
MR
As Shown
SHEET
OF 52
REVISION DATE
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KEY MAP
SILVER SPRUCE DRIVE.SIERRA VILLAGE DRIVE.
0 feet20
1" = 20'
40 NORTH
MATCHLINE B, SEE SHEET L6.1
PLANTING PLAN
6.2 18
FOR PLANTING NOTES AND LEGEND
REFER TO SHEET 6.0
ADD ALTERNATE #4 ADDITIONAL TURF AREA:
INSTALL TURF FROM SEED, AND 12" MOWBAND.
REMOVE 14 TREES AND APPROXIMATELY 170LF OF
MOWBAND. INSTALL MULCH ONLY IN PLANTING
AREAS
UNDER BASE BID INSTALL TREES AND SEED AS
SHOWN ON THIS SHEET
ADD ALTERNATE #6 PERIMETER SIDEWALK:
INSTALL PLANTING AS SHOWN
UNDER BASE BID INSTALL MULCH ONLY
For Council Approval
Not for Bidding
LIMIT OF WORK LIMIT OF WORK
ORKLIMIT OF WORK
J
6 MYO PAR
6 TEU NAN
6 BUL FRU
6 TEU NAN
6 BUL FRU
3 MUH RIG
7 TEU NAN
7 MUH RIG
2 QUE MAC
3QUE MAC 3QUE LOB2 QUE LOB
6 MUH RIG
5 KNI FLA
6 MYO PAR
7 BUL FRU
25 BUL FRU
3QUE MAC
6MYO PAR
23 TEU NAN
5 MUH RIG
16 TEU NAN
5BUL FRU
9KNI FLA
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12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366 SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
REVISION DATE
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
AM
MR
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KEY MAP
SILVER SPRUCE DRIVE.SIERRA VILLAGE DRIVE.
0 feet20
1" = 20'
40 NORTH
PLANTING PLAN
ADD ALTERNATE
#3 AND #4
6.3 19
FOR PLANTING NOTES AND LEGEND
REFER TO SHEET 6.0
6MUH RIG
12BUL FRU
5KNI FLA
6MUH RIG
10TEU NAN
13TEU NAN
6 MYO PAR
5MUH RIG
ADD ALTERNATE #3:
NATURE EXPLORATION
AREA
4MUH RIG
9MYO PAR
5 MUH RIG
12TEU NAN
7 LOR CHI
For Council Approval
Not for Bidding
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12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366 SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
REVISION DATE
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
AM
MR
As Shown
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OF 52
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7.0 LANDSCAPE
DETAILS
CONTROL JOINT
N.T.S
1 P-24-013-013-017.0
CONCRETE PAVING
N.T.S
2 P-24-013-013-027.0
DECOMPOSED GRANITE PAVING
N.T.S
3 P-24-013-013-037.0
ASPHALT CONCRETE PAVING
N.T.S
4 P-24-013-013-047.0
MOWBAND
N.T.S
5 P-24-013-013-057.0
PARK IDENTIFICATION SIGN
N.T.S
6 P-24-013-013-067.0
PLAY AREA CONCRETE CURB
N.T.S
8 P-24-013-013-087.0
PLAY AREA ACCESS RAMP "A"
N.T.S
9 P-24-013-013-097.0
PICNIC TABLE AND BENCH INSTALLATION HEIGHTS
N.T.S
7 P-24-013-013-077.0
20 For Council Approval
Not for Bidding
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12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366 SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
REVISION DATE
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
AM
MR
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7.1 LANDSCAPE
DETAILS
PLAY AREA DRAIN
N.T.S
1 P-24-013-013-107.1
PLAY AREA PERFORATED PIPE DRAIN
N.T.S
2 P-24-013-013-117.1
DRINKING FOUNTAIN
N.T.S
3 P-24-013-013-127.1
HEADER
N.T.S
4 P-24-013-013-137.1
CONTROLLER
N.T.S
5 P-24-013-013-147.1
MASTER VALVE CALSENSE
N.T.S
6 P-24-013-013-157.1
RECYCLED WATER FILTER
N.T.S
7 P-24-013-013-167.1
ROOT WATERING SYSTEM
N.T.S
9 P-24-013-013-207.1
RECYCLED WATER SIGNAGE
N.T.S
8 P-24-013-417.1
21 For Council Approval
Not for Bidding
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12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366 SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
REVISION DATE
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
AM
MR
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7.2 LANDSCAPE
DETAILS
PIPE TRENCH
N.T.S
1 P-24-013-013-177.2
PIPE AT PAVEMENT
N.T.S
2 P-24-013-013-187.2
THRUST BLOCKS
N.T.S
3 P-24-013-013-197.2
POP-UP ROTOR
N.T.S
5 P-24-013-013-217.2
STEEL FITTINGS AND PIPE, PER
MANUFACTURER'S SPECIFICATIONS
PUMP, PER PLANS. INSTALL PER
MANUFACTURE'S SPECIFICATIONS
PVC SLEEVE
CONCRETE, SIMILAR TO
STEEL PER MANUFACTURER
MAINLINE, TYP.
MALE ADAPTER,
SCH. 40 PVC
6" CLEAR6" CLEAR
6"
2"6"
FROM POINT OF
CONNECTION
TO IRRIGATION
BOOSTER PUMP
1/2" = 1'-0"
2 7.0
4 P-24-013-367.2
POP-UP SPRAY
N.T.S
6 P-24-013-013-227.2
VALVE 4INCH AND LARGER
N.T.S
7 P-24-013-387.2
VALVE 3INCH AND SMALLER
N.T.S
8 P-24-013-407.2
22 For Council Approval
Not for Bidding
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12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366 SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
REVISION DATE
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
AM
MR
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7.2.1 LANDSCAPE
DETAILS
REMOTE CONTROL VALVE
N.T.S
1 P-24-013-377.2.1
QUICK COUPLING VALVE
N.T.S
2 P-24-013-397.2.1
DRIP CONTROL VALVE
N.T.S.
3 P-24-013-507.2.1
DRIP FLUSH VALVE
1" = 1"
4 P-24-013-517.2.1
FV TO NEXT PLANTING AREA ON SAME ZONE,
WHERE OCCURS PER PLANS
OFFSET EMITTER LINE 2-4" FROM
EDGE OF PLANTING AREA
TO NEXT PLANTING AREA ON SAME ZONE,
WHERE OCCURS PER PLANS
DRIP LAYOUT
1" = 1"
PVC DRIP HEADER, TYP.
EDGE OF PLANTING AREA
DRIP REMOTE CONTROL
ZONE KIT
LATERAL LINE
EMITTER LINE, TYP.
FLUSH VALVE AND INDICATOR PER SPECS,
SHALL BE PLACED AT THE END OF THE DRIP AREA
NOTES:
1. STAKE EMITTER LINE EVERY 4 FEET.
2. LATERAL LINE, FLUSH VALVE AND DRIP REMOTE CONTROL ZONE KIT SHOWN OUTSIDE OF PLANTING ARE FOR GRAPHIC PURPOSES ONLY. LOCATE WITHIN PLANTING AREA
WHERE POSSIBLE
3. MATERIAL : SHALL BE PVC HEADER; AT EACH LINE OF DRIP AFTER T, FLEX LINE 6 7.2.1
DRIP LATERAL HEADER
SUBSURFACE CONNECTION
DRIP SHALL
NOT BE A
LOOPED
SYSTEM
5 P-24-013-527.2.1
DRIP LATERAL HEADER SUBSURFACE CONNECTION
1 1/2" = 1'-0"
LATERAL LINE
PVC SCHEDULE 40 TEE OR 90%
ELL
PVC SCHEDULE 80 NIPPLE
PVC SCHEDULE 40 TEE
PVC DRIP HEADER
MPT X BARB TUBING ADAPTER
FLEX RISER OR BLANK
DRIPLINE
DRIP ELBOW
SUB-SURFACE DRIPLINE, PER
TECHNICAL SPEC
MULCH
FINISH
GRADE
EDGE OF
PLANTING AREA
6" MIN.
P-CLA-15-15.dwg
MATERIAL NOTE:
SHALL BE PVC HEADER; AT EACH LINE OF DRIP AFTER T, FLEX LINE 6 7.2.1
23 For Council Approval
Not for Bidding
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12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366 SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
REVISION DATE
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
AM
MR
As Shown
SHEET
OF 52
REVISION DATE
Know what's below.
before you dig.Call
R
7.3 SHADE SHELTER
DETAILS
30 X 20 FABRIC SHADE SHELTER1
7.3 SHADE SHELTER ELEVATIONS AND DETAILS2
7.3 SHADE SHELTER FOOTINGS3
7.3 24
SHADES HELTERF OOTINGS
For Council Approval
Not for Bidding
File Path: T:\Projects\2024\24013_KT52Park\3_ConstructionDocuments\24013_DT.dwg Plot Date: 1/30/25 Saved By: Amiller Copyright © 2020 Callander Associates Landscape Architecture, Inc. www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366 SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
REVISION DATE
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
AM
MR
As Shown
SHEET
OF 52
REVISION DATE
Know what's below.
before you dig.Call
R
7.4 ADD ALTERNATE
#5 SHADE
SHELTER DETAILS
30 X 20 METAL SHADE SHELTER
N.T.S
1 P-24-013-437.4
METAL SHADE SHELTER ELEVATIONS
1" = 1"
2 P-24-013-447.4
METAL SHADE SHELTER COLUMN LAYOUT
1" = 1"
4 P-24-013-467.4
METAL SHADE SHELTER STRUCTURAL FRAMING PLAN
1" = 1"
3 P-24-013-477.4
25 NOTE: IF ALTERNATE #5 IS
SELECTED, THE FINAL
ENGINEERING PLANS AND
CALCULATIONS WILL BE
PROVIDED AS A DEFERRED
SUBMITTAL.
For Council Approval
Not for Bidding
1 E0.1 ELECTRICAL SHEET INDEX, SYMBOL LIST, ABBREVIATIONS, AND GENERAL NOTES 2E 1.1
3 4E 2.1
5E 3.1
6 E4.17
No. OF
SHEETS
DRAWING
No. DRAWING DESCRIPTIONS
ELECTRICAL SHEET INDEX
PARTIAL SITE PLAN - ELECTRICAL
PARTIAL ONE LINE POWER DIAGRAM, PANEL SCHEDULES,
AND LOAD CALCULATIONS
ELECTRICAL DETAILS
TITLE 24 - OUTDOOR LIGHTING COMPLIANCE FORMS
CONDUIT RUN CONCEALED IN CEILINGS OR WALLS. NUMBER OF HASH MARKS DENOTES QUANTITY OF WIRES. CURVED HASH MARK DENOTES QUANTITY OF #12 GREEN GROUND WIRES. CONDUCTORS OTHER THAN #12 ARE INDICATED ON PLANS. NO HASH MARKS DENOTES 2 #12 AWG AND 1 #12 GREEN GROUND IN 1/2" CONDUIT. TYPICAL FOR ALL CONDUITS.
DRAWING SHEET NUMBERED NOTE DESIGNATION - APPLIES TO NUMBERED NOTE ON SAME SHEET
DRAWING PLAN OR DETAIL DESIGNATION - "1" OR "A" DENOTES PLAN OR DETAIL NUMBER, "E-1" DENOTES SHEET NUMBER
1 E-1
SYMBOL LIST NOTES:
1. EXISTING ELECTRICAL EQUIPMENT, OUTLETS, AND DEVICES ARE SHOWN THE SAME AS NEW, EXCEPT LIGHTLY AND ACCOMPANIED BY (E). SUCH ELECTRICAL EQUIPMENT, OUTLETS, AND DEVICES ARE TO REMAIN AS IS, UNLESS OTHERWISE NOTED ON PLAN OR SPECIFICATION.
2. VERIFY ON SITE THAT ALL PANELBOARDS HAVE MINIMUM WORKING SPACES PER CODE AND THAT THE
DEDICATED PANELBOARD SPACES ARE CLEAR OF ALL DUCTS, PIPING AND EQUIPMENT FOREIGN TO THE PANEL BOARDS. NOTIFY THE ENGINEER FOR CORRECTIVE ACTION IN THE EVENT THAT FOREIGN OBJECTS IMPEDE THE DEDICATED PANELBOARD AREAS.
3. WHERE CONDUIT STUB IS INDICATED, PROVIDE CONDUIT WITH BUSHING AT THE END OF CONDUIT AND PULL ROPE INTO ACCESSIBLE CEILING AREA.
FLEXIBLE CONDUIT CONCEALED. NUMBER OF HASH MARKS DENOTES QUANTITY OF WIRES.
CURVED HASH MARK DENOTES QUANTITY OF #12 GREEN GROUND WIRES. CONDUCTORS OTHER THAN #12 ARE INDICATED ON PLANS. NO HASH MARKS DENOTES 2 #12 AWG AND 1 #12 GREEN GROUND IN 1/2" MINIMUM DIAMETER CONDUIT.
ELECTRICAL SYMBOL LIST
1 A AMPERES
AC ALTERNATING CURRENT
A.F.F. ABOVE FINISHED FLOOR
A.I.C. AMPERE INTERRUPTING CAPACITY
AMP AMPERE
AWG AMERICAN WIRE GAUGE
BKR BREAKER
C. CONDUIT
C.B. CIRCUIT BREAKER
CD CANDELA
CKT CIRCUIT
C.O. CONDUIT ONLY, WITH PULL WIRE
C.T. CURRENT TRANSFORMER
DC DIRECT CURRENT
(E) EXISTING
EL EVENING LIGHT
EM EMERGENCY
(ER) EXISTING RELOCATED
EMT ELECTRICAL METALLIC CONDUIT
(F) FUTURE
FACP FIRE ALARM CONTROL PANEL
FAPS FIRE ALARM POWER SUPPLY
FATC FIRE ALARM TERMINAL CABINET
GA. GAUGE
GND GROUND
GFCI GROUND FAULT CIRCUIT INTERRUPTER
HP HORSEPOWER
HVAC HEATING, VENTILATING AND AIR
CONDITIONING
HZ. HERTZ (CYCLES/SEC)
Isc SHORT CIRCUIT AMPERES
ISO ISOLATED
K THOUSAND
KV KILO VOLT
KVA KILO VOLT AMPERE
KW KILO WATT
KWH KILO WATT HOUR
LT. LIGHT
LV LOW VOLTAGE
MAX. MAXIMUM
MDF MAIN DISTRIBUTION FRAME
MFR. MANUFACTURER
MIN. MINIMUM
MTD. MOUNTED
N NEUTRAL
(N) NEW
NEMA NATIONAL ELECTRICAL
MANUFACTURERS ASSOCIATION
N.I.C. NOT IN CONTRACT
NL NIGHT LIGHT
NM NON-METALLIC CABLE
PFB PROVISIONS FOR FUTURE CIRCUIT
BREAKER
PH PHASE
(R) REMOVE
(RE) RELOCATE EXISTING
RCPT. RECEPTACLE
S.M.S SHEET METAL SCREW
SWBD SWITCHBOARD
SYS SYSTEM
TV TELEVISION
TYP. TYPICAL
UG UNDERGROUND
UL UNDERWRITERS LABORATORY
V VOLT
VA VOLT-AMPERES
W WIRE, WATT
WP WEATHER PROTECTED
XFMR TRANSFORMER
ABBREVIATIONS
LUMINAIRE SCHEDULE
GENERAL NOTE:
REFER TO CITY OR ROSEVILLE PARKS, RECREATION, AND LIBRARIES DEPARTMENT TECHNICAL
SPECIFICATIONS
HADCO
DESCRIPTION
MANUFACTURER
CATALOG NO.
TYPE
VOLTAGE
MOUNTING
A RL54 B B N N 1 A W N N N
A 2 N N N N SP1
120-277 VOLT
LED POST TOP LIGHT
REMARK
NOTE No.
LED, 39W, 4985L,
4000K°, 75CRI POLE MOUNT
LIGHT SOURCE
(LED, WATTS, LUMENS,
COLOR TEMPERATURE,
CRI, R9 IF AVAILABLE)
8 TITLE 24 - OUTDOOR LIGHTING COMPLIANCE FORMS
GFCI DUPLEX CONVENIENCE OUTLET - NEMA 5-20R
BOOSTER PUMP
E4.2
WHATLEY
TR34 16 DE BLK TXT 30-30 16FT ROUND, TAPERED
POLE
PARTIAL SITE PLAN - ELECTRICALE1.2
CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
(PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)).
CALIFORNIA BUILDING CODE (CBC) - PART 2, TITLE 24, CCR, BASED ON THE 2021 INTERNATIONAL BUILDING CODE (IBC).
CALIFORNIA ELECTRICAL CODE (CEC) - PART 3, TITLE 24, CCR, BASED ON THE 2020 NATIONAL ELECTRICAL CODE (NEC).
CALIFORNIA MECHANICAL CODE (CMC) - PART 4, TITLE 24, CCR, BASED ON THE 2021 UNIFORM MECHANICAL CODE (UMC).
CALIFORNIA PLUMBING CODE (CPC) - PART 5, TITLE 24, CCR, BASED ON THE 2021 UNIFORM PLUMBING C0DE (UPC).
CALIFORNIA FIRE CODE (CFC) - PART 9, TITLE 24, CCR, BASED ON THE 2021 INTERNATIONAL FIRE CODE (IFC).
CALIFORNIA GREEN BUILDING STANDARDS CODE - PART 11, TITLE 24 N.F.P.A. 101 LIFE SAFETY CODE
N.F.P.A. 72 FIRE ALARM CODE
EDITION TITLE 19, CALIFORNIA CODE OF REGULATIONS, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.
TITLE 8, CALIFORNIA CODE OF REGULATIONS, INDUSTRIAL STANDARDS.
TITLE 22, CALIFORNIA CODE OF REGULATIONS, SOCIAL SECURITY DIVISIONS 5, 7.
OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA).
FACTORY MUTUAL SYSTEM (FM) REQUIREMENTS.
ALL APPLICABLE STATE AND LOCAL CODES AND REGULATIONS
2022
2022
2022
2022
2022
2022
2022
2021
2022
2022
APPLICABLE CODES AND REGULATIONS
ABC-#
X
ONE-ARM BRACKET LUMINAIRE, WITH POLE AND BASE
POLE LIGHT - CEILING SURFACE OR PENDANT MOUNTED (LETTER "X" INDICATES TYPE, "a" DENOTES SWITCH FUNCTION, "ABC-#" INDICATES PANEL AND CIRCUIT NUMBER - TYPICAL FOR ALL LUMINAIRES UNLESS NOTED OTHERWISE).
T ELECTRICAL TRANSFORMER. RATING PER SPECIFICATIONS.
PB#
ELECTRICAL PULL BOX. "PB#" INDICATES SIZE CORRESPONDING TO PULL BOX SCHEDULE.
E3.2 ELECTRICAL DETAILS
JUNCTION BOX - SIZE AS REQUIRED BY CODEJ
A-
POLE
E5.19
10 E5.2
ELECTRICAL SPECIFICATIONS
ELECTRICAL SPECIFICATIONS
E0.1
ELECTRICAL SHEET
INDEX, SYMBOL LIST,
ABBREVIATIONS &
GENERAL NOTES
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400 PROJECT MGR: Stuart Lindsay
24074.21
1/28/2025
www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366
REVISION DATE
Revision name XX/XX/XX
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
KL
SKL
As Shown
SHEET
X OF X
REVISION DATE
75% Submittal 01/28/25
SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
26 52
For Council Approval
Not for Bidding
VAN
VAN
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
NO
PARKING
NO
PARKING
SILVER SPRUCE DRIVE
WORKLIMIT OF WORKLIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
RESTROOM ELECTRICAL
PANEL PROVIDED WITH
RESTROOM BUILDING.
(N) METER SERVICE
PEDESTAL "SP"
PB10
A
1 (2) 1-1/2" C.O. TO
PEDESTAL "SP"
(2) 1-1/2" C.O. TO
PEDESTAL "SP"
3 LIMIT OF WORK
NUMBERED NOTES
1 PROVIDE POLE LIGHT PER CITY STANDARDS. PROVIDE TWO SEPARATE CIRCUITS FOR PATHWAY / SECURITY LIGHTING THROUGHOUT THE PARK PER THE PARKS CONSTRUCTION STANDARDS.
SECURITY LIGHTING SHALL BE 25% OF ALL FIXTURES TO BE FINALIZED UPON DESIGN.
STUB AND CAP EMPTY CONDUITS AT FUTURE EVCS LOCATION.
EXISTING ROSEVILLE ELECTRIC SECONDARY PULL BOX. COORDINATE CONNECTION OF SECONDARY TO NEW SERVICEPEDESTAL WITH ROSEVILLE ELECTRIC.
ROSEVILLE ELECTRIC TO DE-ENERGIZE AND REMOVE CONDUCTORS, CONTRACTOR TO REMOVE NO. 30 SECONDARY BOX
2 3
NEW EVCS PROVIDED BY
CITY UNDER SEPARATE
CONTRACT
FEEDER UPSIZED
FOR VOLTAGE DROP
J
WP
PROVIDE 120VAC FOR NEW
IRRIGATION CONTROLLER
(R) PULLBOX
2 2
NEW EVCS PROVIDED BY
CITY UNDER SEPARATE
CONTRACT
PB10
202 1" C., 2 #12, AND 1 #12 GND.
852 1-1/4" C., 2 #3, AND 1 #6 GND.
S2252 2-1/2" C., 2 #4/0 CU, AND 1 #4/0 CU NEUTRAL
FEEDER SCHEDULE
TAG ### DESCRIPTION
201 1" C., 1 #12, AND 1 #12 GND.
702 1-1/4" C., 2 #4, AND 1 #8 GND.
FEEDER UPSIZED
FOR VOLTAGE DROP
FEEDER UPSIZED
FOR VOLTAGE DROP
4 4
852
201
S2252
202
702
702 202
201
E1.1
PARTIAL SITE
PLAN -
ELECTRICAL
SCALE: 1"=20'-0"
PARTIAL SITE PLAN - ELECTRICAL1
E1.1
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400 PROJECT MGR: Stuart Lindsay
24074.21
1/28/2025
www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366
REVISION DATE
Revision name XX/XX/XX
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
KL
SKL
As Shown
SHEET
X OF X
REVISION DATE
75% Submittal 01/28/25
Know what's below.
before you dig.Call
R
VAN
VAN
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
KEY MAP
SILVER SPRUCE DRIVE.SIERRA VILLAGE DRIVE.
SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
MATCH LINE - SEE "E1.2"
27 52
For Council Approval
Not for Bidding
SILVER SPRUCE DRIVE
SIERRA VILLAGE DRIVE
LIMIT OF WORK LIMIT OF WORK
LIMIT OF WORKLIMIT OF WORK
LIMIT OF WORKLIMIT OF WORK
JWP
PROVIDE 240V, 1-PHASE, 50A
CIRCUIT FOR IRRIGATION
BOOSTER PUMP
E1.2
PARTIAL SITE
PLAN -
ELECTRICAL
SCALE: 1"=20'-0"
PARTIAL SITE PLAN - ELECTRICAL1
E1.2
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400 PROJECT MGR: Stuart Lindsay
24074.21
1/28/2025
www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366
REVISION DATE
Revision name XX/XX/XX
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
KL
SKL
As Shown
SHEET
X OF X
REVISION DATE
75% Submittal 01/28/25
Know what's below.
before you dig.Call
R
VAN
VAN
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
KEY MAP
SILVER SPRUCE DRIVE.SIERRA VILLAGE DRIVE.
SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
MATCH LINE - SEE "E1.1"
28 52
For Council Approval
Not for Bidding
LOAD SPLITTER GFCI
C1
15 SEE PANEL SCHEDULE
20 CONTROLS
LANDING
PAD
15 PEDESTAL RCPT.
C1
MAIN RATED 22KAIC
(TO BE ADJUSTED
UPON UTILITY
ENGINEERING)
TEST
BYPASS
SERVICE
DISCONNECT
200/2
UTILITY
METER
TO EXISTING ROSEVILLE ELECTRIC
SECONDARY PULL BOX NO. 36.
120/240VAC, 1 PHASE 3 WIRE
SECURITY LIGHTS
50 RESTROOM BUILDING
20 SITE RCPTS
TC
ASTRONOMICAL
TIMECLOCK PER
CITY STANDARDS
20 IRRIGATION CONTROLLER
S/N
#6 AWG
GND
#6 AWG
C2
NO SCALE
PARTIAL ONE- LINE POWER DIAGRAM1
E2.1
SECURITY LIGHTS
20 SPARE
C3
30A/2P CONTACT
30A/2P CONTACT
40 EVCS1
EVCS1
40 EVCS2
EVCS2
EVCS3
EVCS3
40 C2
30A/2P CONTACT
20 SECURITY LIGHTS
SECURITY LIGHTS
C3
50 IRRIGATION BOOSTER PUMP
IRRIGATION BOOSTER PUMP
SPARE
CONTRACTOR TO PROVIDE AND
INSTALL THE CONDUIT AND
CONDUCTORS FROM THE EXISTING
NO. 36 SECONDARY BOX TO NEW
METERED PEDESTAL. CONTACT
KEITH LITTS WITH ROSEVILLE
ELECTRIC AT (916) 580-9405 FOR
ACCESS INTO THE ENERGIZED BOX.
SPARE
SPARE
SPARE
20 20
20 20
SPARE
E2.1
PARTIAL ONE-LINE
DIAGRAM AND
PANEL SCHEDULE
34 Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400 PROJECT MGR: Stuart Lindsay
24074.21
1/28/2025
www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366
REVISION DATE
Revision name XX/XX/XX
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
KL
SKL
As Shown
SHEET
X OF X
REVISION DATE
75% Submittal 01/28/25
SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
29 52
For Council Approval
Not for Bidding
NO SCALE
ELECTRICAL METER SERVICE PEDESTAL (TESCO 24-200)1
E3.1
PANEL BASE PLAN
FRONT VIEW SIDE VIEW
2"x2" S/S ANGLE FRAME
WELD TO PEDESTAL &
BOLT TO FOUNDATION
ENCLOSURE CONSTRUCTION NOTES
GROUND ROD
1. FABRICATED FROM 14 GA. #304 STAINLESS
STEEL AND INT. 14 GA. COLD ROLLED
STEEL ELECTRICALLY WELDED AND
REINFORCED WHERE REQUIRED.
2. CONSTRUCTION WILL BE NEMA 3R,
RAINTIGHT.
3. ALL NUTS, BOLTS AND SCREWS WILL BE
STAINLESS STEEL.
4. NUTS, BOLTS & SCREWS WILL NOT BE
VISIBLE FROM OUTSIDE OF ENCLOSURE.
5. NAMEPLATES WILL BE PROVIDED AS
REQUIRED.
6. CONTROL WIRING WILL BE MARKED AT
BOTH ENDS BY PERMANENT WIRE
MARKERS.
7. A PLASTIC COVERED WIRING DIAGRAM
WILL BE ATTACHED TO THE INSIDE OF THE
FRONT DOOR.
8. ENCLOSURE WILL BE FACTORY WIRED
AND CONFORM TO REQUIRED NEMA AND
UL 508A STANDARDS.
NOTE:
LOAD CURRENT FOR ALL BREAKERS NOT TO EXCEED 80% OF
BREAKER AMPERAGE
3/8" DIA. X 18" ANCHOR
BOLT WITH 4" TOE
(4-TYPICAL)
CONDUIT AS
REQUIRED
#4 REBAR AT 12"
EACH WAY
CONCRETE
FOUNDATION
FINISH GRADE
FINISH GRADE
4" ALL AROUND
CONCRETE
FOUNDATION
TEST SWITCH
LIGHTING
CONTACTORS
ASTRONOMICAL
TIME CLOCK
MAIN BREAKER
ASTRONOMICAL
TIMER
GROUND ROD
CIRCUIT BREAKERS
SERVICE METERING
COMPARTMENT
CIRCUIT BREAKERS
GROUND BUS
GROUND WIRE
E3.1
ELECTRICAL
DETAILS
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400 PROJECT MGR: Stuart Lindsay
24074.21
1/28/2025
www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366
REVISION DATE
Revision name XX/XX/XX
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
KL
SKL
As Shown
SHEET
X OF X
REVISION DATE
75% Submittal 01/28/25
SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
30 52
For Council Approval
Not for Bidding
10" 17-1/4" 12"
DEPTHLENGTHWIDTH
UNDERGROUND PULL
BOX SCHEDULE
PB10
13" 24" 12"
17" 30" 12"
PB13
PB17
REFER TO SITE PLANS FOR LOCATION OF BOXES
AND TYPES USED.
24" 36" 12"PB24
30" 48" 12"PB30
NO SCALE
UNDERGROUND PULL BOX (TRAFFIC RATED)2
E3.2
PB36
NOTES:
1. PULL BOX SHALL BE TRAFFIC RATED WHEN SUBJECT TO VEHICULAR TRAFFIC
2. CLEAN 2" AND LARGER SPARE EMPTY CONDUITS WITH APPROPRIATE SIZE MANDREL PRIOR TO PLACING PULL ROPE AND PLUGGING EMPTY CONDUITS WITH CONDUIT PLUGS.
3. PULL ROPE: TIE OFF EACH END TO DUCT PLUG TO PREVENT PULL ROPE LOSS IN CONDUIT.
CONDUIT PER PLAN,
MAINTAIN 12"
SEPARATION
BETWEEN ELECTRICAL
AND SIGNAL
CONDUITS, 18"
MINIMUM DEPTH
SCREW-ON JACKMOON, TYCO
OR EQUAL. CONDUIT PLUG,
TYPICAL EACH END, MATCH SIZE
OF PLUG WITH CONDUIT
UNDERGROUND
PULL BOX PER PLAN
PAVEMENT
COVER
CONDUIT STUB AND CAP
(WHERE OCCURS)
PULL ROPE, TYPICAL
BOX CONCRETE PAD
SEAL END OF CONDUITS
AND PENETRATION
WATER TIGHT
CONDUIT PER PLAN
12" CONCRETE
EXTENSION, QUANTITY
AS NEEDED
LENGTH
1" x 4" REDWOOD FORM,
FILL WITH GRAVEL AND
SURROUNDED WITH
CONCRETE TO SEAT
BOX.
SEAL END OF CONDUITS
WATER TIGHT
UNDERGROUND
PULL BOX PER PLAN
FINISHED GRADE OR
CONCRETE WALK
WHERE OCCURS
COVER
CONDUIT PER PLAN,
MAINTAIN 12"
SEPARATION BETWEEN
ELECTRICAL AND
SIGNAL CONDUITS, 18"
MINIMUM DEPTH
RE-SEED AT GRASS AREA
PLANTERS, MATCH SURFACESSCREW-ON JACKMOON,
TYCO OR EQUAL.
CONDUIT PLUG, TYPICAL
EACH END, MATCH SIZE
OF PLUG WITH CONDUIT
PULL ROPE, TYPICAL
TRAFFIC RATED
NON-TRAFFIC RATED
LENGTH
36" 60" 48"
NO SCALE
ROSEVILLE STANDARD DETAIL PK-291
E3.2
NO SCALE
CONDUIT TRENCHING DETAIL3
E3.2
8" TYPICAL AT
EXISTING PAVING
2" MIN.
24"
MIN.
CONDUITS PER PLAN 1" MIN.
CLEARANCE BETWEEN CONDUITS
GRADED SAND
CONDUIT TRACER - 2" TO 4" ABOVE
CONDUIT. SETON 85517 OR EQUAL.
BACKFILL NATIVE SOIL. UNDER PAVING
COMPACTION TO: TOP 6" AT 95% MIN.
RELATIVE COMPACTION BALANCE - 90%
MIN. OTHER AREAS: 90% MIN. RELATIVE
COMPACTION OF ORIGINAL. PROVIDE
REPORT TO INSPECTOR OF RECORD, SEE
CIVIL PLANS.
(N) SURFACE (ASPHALT, CONCRETE, DIRT,
ETC.) TO MATCH (E) IN QUALITY AND
COLOR (FOR DIRT RESEED). PROVIDE
EXPANSION JOINTS AT CONCRETE WALK
TO ALIGN WITH EXISTING, SEE CIVIL PLANS.
UNDER PAVING PROVIDE 3/4" CLASS 2 AGGREGATE
BASE COMPACTED TO 95% MIN. RELATIVE
COMPACTION.
WIDTH AS NECESSARY FOR
QUANTITY OF CONDUITS
NOTE: THIS SITE HAS A SHALLOW WATER TABLE. TRENCH DEPTH AND BEDDING TO BE CONFIRMED WITH GEOTECH PRIOR TO TRENCHING.
E3.2
ELECTRICAL
DETAILS
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400 PROJECT MGR: Stuart Lindsay
24074.21
1/28/2025
www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366
REVISION DATE
Revision name XX/XX/XX
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
KL
SKL
As Shown
SHEET
X OF X
REVISION DATE
75% Submittal 01/28/25
SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
31 52
For Council Approval
Not for Bidding
ELECTRICAL SPECIFICATIONS
WZdϭͲ'
E
Z>
ϭ͘ϭZ
Yh/Z
D
Ed^
A. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO CONSTRUCT THE SITE IN ACCORDANCE WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR). SHOULD ANY CONDITIONS DEVELOP NOT COVERED BY THE CONTRACT DOCUMENTS WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH SAID TITLE 24, CALIFORNIA CODE OF REGULATIONS, A REQUEST FOR
INFORMATION DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE OWNERS REPRESENTATIVEBEFORE START OF ANY WORK.
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CITY OF ROSEVILLE PARKS, RECREATION, AND LIBRARIES DEPARTMENT TECHNICAL SPECIFICATION ARE HEREBY MADE PART OF THESE PLANS. ELECTRICAL INSTALLATION SHALL BE DONE IN FULL COMPLIANCE WITH THE AFOREMENTIONED SPECIFICATIONS. ϭ͘ϯtKZ</E>h
A. THE DRAWINGS REPRESENT THE GRAPHIC PICTORIAL PORTIONS OF THE WORK. THE WORK (MEANING ALL MATERIALS,
CONSTRUCTION METHODS, AND SERVICES NECESSARY TO COMPLETE THE TOTAL CONSTRUCTION PROJECT) SHALL BE INCLUDED IN THE CONTRACTOR'S BID. THE WORK, INCLUDING DIMENSIONS, QUALITY AND WORKMANSHIP, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
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A. PERFORM ALL WORK IN ACCORDANCE WITH THE FOLLOWING CODES. THE LATEST EDITION, OR SUPPLEMENT, OR AMENDMENT
THERETO IN EFFECT AT THE TIME OF SUBMITTAL OF BID SHALL BE CONSIDERED TO BE THE ISSUE IN EFFECT (UNLESS SHOWN OTHERWISE) OF ALL APPLICABLE LAWS, CODES, AND REGULATIONS INCLUDING, BUT NOT LIMITED TO:
1. CALIFORNIA ELECTRICAL CODE (CEC).
2. CALIFORNIA BUILDING CODE (CBC).
3. CALIFORNIA FIRE CODE (CFC).
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A. OBTAIN ALL PERMITS, WHICH ARE REQUIRED FOR THE WORK.
B. OBTAIN APPROVALS FROM INSPECTOR OF RECORD PRIOR TO FINAL INSPECTION BY AREA INSPECTOR AND OBSERVATION BY OWNER'S REPRESENTATIVE.
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A. MATERIALS
1. ALL MATERIAL AND EQUIPMENT SHALL BE UL LISTED, LABELED, OR CERTIFIED FOR INTENDED USE BY A NATIONAL RECOGNIZED TESTING LABORATORY (NRTL) AS RECOGNIZED BY THE U.S. DEPARTMENT OF LABOR, AND OSHA, IF SUCH LISTING IS AVAILABLE FOR THAT TYPE OF MATERIAL OR EQUIPMENT. MATERIAL AND EQUIPMENT SHALL BEAR THE LISTING STICKER IN AN ACCESSIBLE LOCATION.
2. PROVIDE NEW MATERIAL OF THE QUALITY SPECIFIED AND SATISFACTORY TO THE ENGINEER.
B. SUBSTITUTIONS:
1. THE EQUIPMENT INCLUDED IN THE CONTRACT DOCUMENTS IS USED TO ESTABLISH STANDARDS OF QUALITY, UTILITY, AND APPEARANCE. EQUIPMENT WHICH IN THE OPINION OF THE ENGINEER IS EQUAL IN QUALITY, UTILITY, AND APPEARANCE WILL BE APPROVED AS SUBSTITUTIONS TO THAT SPECIFIED.
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A. DATA GIVEN HEREIN AND ON THE PLANS ARE AS EXACT AS COULD BE PRACTICALLY SECURED, BUT THEIR ABSOLUTE ACCURACY IS NOT GUARANTEED. PLANS AND SPECIFICATIONS ARE FOR THE ASSISTANCE AND GUIDANCE OF THE CONTRACTOR AND EXACT
LOCATIONS, DISTANCES, LEVELS, OBSTRUCTIONS, EXISTING CONDITIONS AND OTHER DATA WILL BE GOVERNED BY THE STRUCTURES.
B. LAYOUTS OF EQUIPMENT, ACCESSORIES, AND WIRING SYSTEMS ARE DIAGRAMMATIC BUT SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE. EXAMINE ARCHITECTURAL AND OTHER DRAWINGS, NOTING ALL CONDITIONS THAT MAY AFFECT THIS WORK. REPORT CONFLICTING CONDITIONS TO THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. SHOULD THE
CONTRACTOR PROCEED WITH WORK WITHOUT PROPER AUTHORIZATION OR WITHOUT REPORTING THE MATTER, HE DOES SO AT HIS OWN RISK. IF THE ENGINEER DETERMINES THAT CORRECTIONS ARE NEEDED BECAUSE OF THE CONTRACTOR'S ACTIONS, THEY SHALL BE MADE AS DIRECTED BY THE ENGINEER AT THE CONTRACTOR'S EXPENSE. ϭ͘ϴtKZ<DE^,/W
A. FIRMLY AND PERMANENTLY SECURE IN PLACE ALL ELECTRICAL EQUIPMENT TO THE STRUCTURE SO THAT IT IS LEVEL, PLUMB, AND TRUE WITH THE STRUCTURE AND OTHER EQUIPMENT. PERFORM ALL INSTALLATIONS IN ACCORDANCE WITH APPLICABLE CODES, STANDARDS (E.G., UL STANDARDS), MANUFACTURER'S INSTRUCTIONS, DRAWINGS AND SPECIFICATIONS AND WITH THE METHODS RECOMMENDED BY THE NATIONAL ELECTRICAL CONTRACTORS' STANDARD OF INSTALLATION. NOTIFY THE ENGINEER
OF ANY CONFLICTS BETWEEN THE DRAWINGS AND SPECIFICATIONS AND THE ABOVE PRIOR TO THE INSTALLATION OF MATERIALS.
B. CAUSE AS LITTLE INTERFERENCE OR INTERRUPTION OF EXISTING UTILITIES AND SERVICES AS POSSIBLE. SCHEDULE ANY POWER OR OTHER UTILITY SHUTDOWN WITH THE CONSTRUCTION COORDINATOR. SHUTDOWNS WHICH MAY BE REQUIRED SHALL BE PRESENTED TO THE OWNER'S REPRESENTATIVE FOR APPROVAL TWO WEEKS PRIOR TO COMMENCEMENT OF WORK.
SHUTDOWN WORK SHALL BE PERFORMED ON OVERTIME HOURS IF SO DIRECTED BY THE OWNER.
C. ALL UL LISTED, NRTL, OR OTHER LISTED EQUIPMENT SHALL BE INSTALLED AS PER LISTING OR LABELING (I.E., MAXIMUM FUSE SIZE MEANS FUSE PROTECTION REQUIRED).
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A. THE CONTRACTOR SHALL MAINTAIN AT THE JOB SITE OFFICE AN UP TO DATE AS-BUILT DRAWING SET SHOWING ACTUAL INSTALLATION OF ELECTRICAL SYSTEMS AND EQUIPMENT. THIS SET SHALL CONTAIN APPROVED CHANGES AND SHALL BE KEPT CLEAN, UP TO DATE AND IN GOOD CONDITION. INCOMPLETE AS-BUILT MARKUPS WILL BE RETURNED TO THE CONTRACTOR FOR ADDITIONAL DOCUMENTATION OF INSTALLATION; ANY ADDITIONAL TIME TRACING AND DOCUMENTING INFORMATION WILL BE AT THE CONTRACTOR'S EXPENSE.
B. USE THIS SET OF DRAWINGS FOR NO OTHER PURPOSE.
C. WHERE ANY MATERIAL, EQUIPMENT, OR SYSTEM COMPONENTS ARE INSTALLED DIFFERENTLY FROM THAT SHOWN, INDICATE DIFFERENCES CLEARLY AND NEATLY USING INK OR INDELIBLE PENCIL.
D. AT PROJECT COMPLETION, SUBMIT RECORD SET OF FULL SIZE DRAWINGS AND FOUR COPIES ALL MARKED TO SHOW FINAL AS-BUILT CONDITIONS. THESE SHALL BE TURNED OVER TO THE OWNER'S REPRESENTATIVE UPON COMPLETION. ϭ͘ϭϬWZKd
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A. PROTECT ALL EQUIPMENT AND MATERIALS REQUIRED FOR THE PERFORMANCE OF THIS WORK FROM DAMAGE BY THE ELEMENTS, VANDALISM, OR THEFT DURING CONSTRUCTION.
B. DO NOT SUBJECT THE WORK AND MATERIALS OF OTHER TRADES TO DAMAGE DURING EXECUTION OF THE WORK IN THIS DIVISION OF THE SPECIFICATIONS.
C. BEFORE ANY CUTTING, BURNING, HEATING OR OTHER WORK THAT WILL EMIT SMOKE, DUST OR OTHER PRODUCTS OF
COMBUSTION THAT MAY SET OFF THE FIRE ALARM SYSTEM, THE CONTRACTOR SHALL REQUEST A FIRE ALARM SYSTEM SHUTDOWN FROM THE PROJECT INSPECTOR AND/OR OWNER'S REPRESENTATIVE. THIS REQUEST SHALL BE MADE AT LEAST THREE DAYS PRIOR TO THE DATE THE SHUTDOWN IS REQUIRED. IF THE CONTRACTOR IGNORES THIS REQUIREMENT AND
TRIGGERS THE FIRE ALARM SYSTEM, THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR ALL FALSE ALARM CHARGES FROM THE FIRE DEPARTMENT. THE PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR INSTRUCTING ALL CONTRACTORS OF THIS REQUIREMENT BEFORE THEY ARE PERMITTED ON THE JOB SITE. IF THE JOB SITE HAS A PORTABLE FIRE ALARM SYSTEM
INSTALLED FOR THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR TURNING THE SYSTEM ON AND OFF EACH WORKING DAY.
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A. COORDINATE WITH OTHER TRADES AND PROMPTLY TRANSMIT ALL INFORMATION REQUIRED BY THEM. COORDINATE THE
SEQUENCE OF CONSTRUCTION WITH OTHER TRADES TO ENSURE THAT ALL WORK PROCEEDS WITH A MINIMUM OF INTERFERENCE AND DELAY.
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A. EXAMINE THE SITE PRIOR TO BID TO DETERMINE EXISTING SITE CONDITIONS, WHICH MAY AFFECT THE WORK. NO ALLOWANCE
WILL BE ALLOWED FOR ANY EXTRA WORK REQUIRED DUE TO A FAILURE TO RECOGNIZE OR NEGLIGENCE TO DISCOVER CONDITIONS PRIOR TO BID.
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A. INSTALL ALL NECESSARY SUPPORT SYSTEMS NOT SHOWN ON DRAWINGS TO COMPLY WITH THE CALIFORNIA BUILDING CODE, CHAPTER 16A.
B. SECURE ALL ANCHORS FOR ELECTRICAL EQUIPMENT IN A MANNER, WHICH WILL NOT DECREASE THE STRUCTURAL VALUE OF ANY STRUCTURE TO AN UNSAFE LEVEL. INFORM THE ENGINEER OF ANY PROPOSED MODIFICATIONS TO THE STRUCTURE, WHICH
INVOLVES CUTTING, OR PATCHING OF CONCRETE, MASONRY, STEEL, OR WOOD IN THE PROJECT ϭ͘ϭϰ/
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A. INSTALL NAMEPLATES ON ELECTRICAL EQUIPMENT INCLUDING:
1. CIRCUIT BREAKERS, DISCONNECT SWITCHES AND STARTERS WHETHER PROVIDED UNDER THIS DIVISION OR SOME OTHER.
2. PANELBOARDS AND TRANSFORMERS.
3. TERMINAL CABINETS AND LIGHTING CONTROL PANELS.
4. LIGHT SWITCHES FOR WHICH THE CONTROL FUNCTIONS ARE NOT EVIDENT.
5. WHERE IT IS NOT OBVIOUS WHICH PIECE OF EQUIPMENT IS POWERED FROM A PARTICULAR DISCONNECT SWITCH, PROVIDE NAMEPLATES FOR BOTH DISCONNECT SWITCH AND THE POWERED EQUIPMENT.
B. DESCRIBE ITEM, CONTROL FUNCTION OR SEQUENCE OF OPERATION ON EACH NAMEPLATE.
C. FABRICATE NAMEPLATES OF LAMINATED PHENOLIC PLASTIC, BLACK FRONT AND BACK WITH WHITE CORE FOR NORMAL POWER EQUIPMENT AND SIGNAL. BEVEL EDGES. ENGRAVE THROUGH OUTER LAYER TO PRODUCE WHITELETTERS AND NUMERALS.
FOR CONTROL PILOT DEVICES, ENGRAVED METALLIC PLATES, FILLED WITH ENAMEL, ARE ACCEPTABLE. FASTEN NAMEPLATES TO EQUIPMENT WITH NO. 4 PHILLIPS, ROUND HEAD, CADMIUM STEEL, SELF TAPPING SCREWS. USE 1/8-INCH LETTERS ON CIRCUIT BREAKERS, SWITCHES AND OTHER CONTROL DEVICES, AND 1/4-INCH LETTERS ON PEDESTALS AND OTHER MAJOR ELECTRICAL EQUIPMENT. SUBMIT LABEL DESIGNATIONS AS PART OF CORRESPONDING EQUIPMENT SUBMITTAL.
D. EQUIPMENT IDENTIFICATION IS TO INDICATE THE FOLLOWING:
1. EQUIPMENT ID ABBREVIATION.
2. VOLTAGE, PHASE AND WIRES.
3. POWER SOURCE.
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A. TAKE PRECAUTION DURING THE TESTING PERIOD TO ENSURE THE SAFETY OF PERSONNEL AND EQUIPMENT.
B. COMPONENT TESTS:
1. GROUNDING SYSTEMS, FOR RESISTANCE TO EARTH. PROVIDE ADDITIONAL GROUNDING ELECTRODES, IF SEPARATELY DERIVED SYSTEM GROUND RESISTANCE EXCEEDS 5 OHMS.
2. PRIOR TO ENERGIZING EQUIPMENT, CHECK THE INSULATION RESISTANCE OF FEEDERS SIZED LARGER THAN #2 AWG WITH A 1000 VOLT DC “MEGGER”. MINIMUM INSULATION RESISTANCE VALUES SHALL NOT BE LESS THAN 50 MEGA OHMS.
C. FUNCTIONAL TESTS:
1. PERFORM ALL TESTS SUGGESTED BY THE EQUIPMENT MANUFACTURERS.
2. VERIFY THAT EVERYTHING INSTALLED AS PART OF THE SCOPE OF WORK FUNCTIONS PROPERLY. VERIFY THAT ANY WORK PERFORMED DID NOT ADVERSELY AFFECT EXISTING SYSTEMS OR EQUIPMENT (E.G., THAT AFTER REMOVING A DEVICE FROM A BRANCH CIRCUIT THAT THE REMAINING EXISTING BRANCH CIRCUIT CONTINUITY WAS MAINTAINED). ϭ͘ϭϲZ&>^,
A. PERFORM AN INCIDENT ENERGY STUDY IN ACCORDANCE WITH THE IEEE 1584-2004A, ”IEEE GUIDE FOR PERFORMING ARC FLASH HAZARD CALCULATIONS” AS REFERENCED IN NFPA 70E, “STANDARD FOR ELECTRICAL SAFETY IN THE WORKPLACE”, 2009 REVISION, IN ORDER TO QUANTIFY THE HAZARD FOR SELECTION OF PERSONAL PROTECTIVE EQUIPMENT (PPE). TABLES THAT ASSUME FAULT CURRENT LEVELS AND CLEARING TIME FOR PROPER PPE SELECTION ARE NOT ACCEPTABLE. ASSIST THE OWNER IN SELECTING APPROPRIATE COMBINATIONS OF PPE PRIOR TO THE FINAL ANALYSIS AND PREPARATION OF EQUIPMENT LABELS.
B. LABELS
1. BASED ON THE RESULTS OF THE INCIDENT ENERGY STUDY, PROVIDE AND INSTALL A WARNING LABEL (ORANGE <40 CAL/CM2) OR DANGER LABEL (RED > 40 CAL/CM2) FOR EACH PIECE OF EQUIPMENT IN ACCORDANCE WITH ANSI Z535.4-2002.
THE LABEL MUST BE READABLE IN BOTH INDOOR AND OUTDOOR ENVIRONMENTS FOR AT LEAST 3 YEARS AND CONTAIN THE FOLLOWING INFORMATION:
a. ARC HAZARD BOUNDARY (INCHES)
b. WORKING DISTANCE (INCHES)
1) ARC FLASH INCIDENT ENERGY AT THE WORKING DISTANCE (CALORIES/ CM2), PPE CATEGORY AND DESCRIPTION
INCLUDING THE GLOVE RATING
(a) VOLTAGE RATING OF THE EQUIPMENT
(b) LIMITED APPROACH DISTANCE (INCHES)
(c) RESTRICTED APPROACH DISTANCE (INCHES)
(d) PROHIBITED APPROACH DISTANCE (INCHES)
(e) EQUIPMENT/BUS NAME
(f) DATE PREPARED
(g) SUPPLIER NAME AND ADDRESS
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A. RIGID STEEL CONDUIT.
1. ANSI C80.1, MINIMUM SIZE 3/4 INCH.
2. THREADED FITTINGS, GALVANIZED.
3. LOCKNUTS, 3/4 INCH TO 1-1/2 INCH, HEAVY NUT STEEL.
4. LOCKNUTS, 1-1/2 INCH AND LARGER, MALLEABLE IRON.
5. INSULATED BUSHINGS, MALLEABLE IRON WITH PLASTIC OR NYLON INSERT, OZ IBC THREADED SERIES, RACO 113X AND 112X SERIES, APPLETON "GIB" SERIES OR EQUAL.
6. THREE PIECE CONDUIT COUPLINGS, MALLEABLE IRON, T & B ERICKSON, APPLETON EC SERIES, OZ 4 SERIES, OR EQUAL.
B. ELECTRICAL METALLIC TUBING (EMT):
1. ROLLED STEEL ANSI C80.3.
2. FITTINGS, RAIN TIGHT COMPRESSION GLAND, STEEL, PLATED WITH ZINC OR CADMIUM FOR WET LOCATIONS AND SET-SCREW STEEL FOR DRY LOCATIONS.
a. COUPLINGS:
1) COMPRESSION TYPE: OZ 6050S SERIES, RACO 291X AND 296X SERIES, APPLETON 6000SR SERIES, OR EQUAL. 2) SET-SCREW TYPE: OZ 5050S SERIES, RACO 202X AND 215X SERIES, APPLETON 5000S SERIES, OR EQUAL. b. CONNECTORS, INSULATED THROAT:
1) COMPRESSION TYPE: OZ 7050ST SERIES, RACO 291X AND 296X SERIES, APPLETON 7000SRT SERIES, OR EQUAL.
SET-SCREW TYPE: OZ 4050ST SERIES, RACO 212X AND 216X SERIES, APPLETON 4000ST SERIES, OR EQUAL. c. ADAPTER, EMT TO RIGID STEEL, ZINC OR CADMIUM PLATED MALLEABLE IRON, OZ, T & B, EFCOR, OR EQUAL.
3. MAXIMUM SIZE, 2 INCH, EXCEPT FOR TELECOMMUNICATIONS, 4 INCH.
C. FLEXIBLE METAL CONDUIT:
1. FABRICATE FROM GALVANIZED STEEL STRIP, MINIMUM SIZE 1/2 INCH.
2. CONNECTORS, T & B "TITE BITE", WITH INSULATED THROAT, OR EQUAL.
3. LENGTH, NOT GREATER THAN 18 INCHES EXCEPT CONNECTIONS TO LIGHT FIXTURES IN SUSPENDED CEILINGS OR CONDUIT FISHED INTO EXISTING WALLS MAY BE A MAXIMUM OF 6 FEET. ALLOW SLACK FOR MOVEMENT OF CONNECTED EQUIPMENT.
SUPPORT AS REQUIRED.
D. LIQUID-TIGHT FLEXIBLE METAL CONDUIT:
1. FABRICATE FROM GALVANIZED STEEL STRIP, JACKETED WITH PVC, MINIMUM SIZE 1/2 INCH.
2. STRAIGHT CONNECTORS, CADMIUM PLATED STEEL OR MALLEABLE IRON, INSULATED THROAT AND NEOPRENE SEALING RING, OZ "4Q T" SERIES, T & B "5330" SERIES, RACO 351X AND 252X SERIES, OR EQUAL.
3. ANGLE CONNECTORS, CADMIUM PLATED STEEL OR MALLEABLE IRON, INSULATED THROAT AND NEOPRENE SEALING RING, OZ, T & B, RACO, OR EQUAL, COMPARABLE TO STRAIGHT CONNECTORS.
4. HARDWARE, CADMIUM PLATED STEEL.
5. LENGTH, NO GREATER THAN 18 INCHES. ALLOW SLACK FOR MOVEMENT OF CONNECTED EQUIPMENT.
E. PVC CONDUIT:
1. SCHEDULE 40, NEMA TC2, TYPE II UNDERGROUND INSTALLATION.
2. MINIMUM SIZE, 1 INCH.
3. SCHEDULE 80, SCHEDULE 40 ENCASED IN CONCRETE OR RIGID CONDUIT WRAPPED FOR EMERGENCY SYSTEM.
4. ELBOWS, SCHEDULE 40 OR RIGID CONDUIT, ENCASED IN CONCRETE FOR SIZES 2 INCH AND LARGER.
5. EXTENSIONS ABOVE GRADE, RIGID STEEL (EXPOSED), EMT (CONCEALED INDOORS).
6. ADAPTERS, PVC TO RIGID STEEL, THREADED PLASTIC.
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A. CONDUIT SUPPORTS:
1. WET LOCATIONS:
a.
ONE HOLE GALVANIZED MALLEABLE IRON STRAP WITH GALVANIZED MALLEABLE OR CAST IRON CLAMP BACK, OZ/GEDNEY TYPE 14-G.
2. DRY LOCATIONS:
a. GALVANIZED STEEL STRAPS, OZ/GEDNEY TYPE 5-S AND 14-S, T & B, APPLETON EQUIVALENT, OR EQUAL.
3. PLUMBERS PERFORATED STRAP IS NOT ACCEPTABLE.
4. HANGER ROD, 3/8 INCH, MINIMUM GALVANIZED ALL THREAD ROD OR AS DETAILED FOR SPECIFIC USE.
B. CONDUIT RACKS:
1. FRAMING CHANNEL, STEEL, KINDORF, UNISTRUT, B-LINE, OR EQUAL.
2. CHANNEL AND HARDWARE SHALL BE HOT-DIP OR ELECTRO-GALVANIZED, EXCEPT THAT CHANNEL USED INDOORS IN DRY LOCATIONS MAY BE PAINTED.
3. CHANNELS ATTACHED TO BUILDING OR STRUCTURE SURFACES, 14 GAUGE, 1-5/8 INCH WIDE BY 13/16 INCH DEEP. OTHER CHANNELS, 12 GAUGE MINIMUM, 1-5/8 INCHES WIDE BY 1-5/8 INCHES DEEP, MINIMUM.
4. CONSTRUCT RACKS TO LIMIT DEFLECTION TO 1/360 OF SPAN.
5. LOAD ON TRAPEZE, ROD TYPE HANGERS, CONCRETE INSERTS AND BEAM CLAMPS, NOT TO EXCEED 700 POUNDS PER HANGER.
PROVIDE RIGID FRAMES IF LOAD EXCEEDS 700 POUNDS PER HANGER.
C. ANCHOR METHODS:
1. HOLLOW MASONRY, TOGGLE BOLTS OR SPIDER TYPE EXPANSION ANCHORS.
2. SOLID MASONRY, MALLEABLE IRON EXPANSION ANCHORS OR PRESET INSERTS.
3. METAL SURFACES, MACHINE SCREWS, BOLTS OR WELDED STUDS.
4. WOOD SURFACES, WOOD SCREWS, LAG BOLTS.
5. CONCRETE SURFACES, SELF-DRILLING ANCHORS OR POWDER DRIVEN STUDS.
6. RACEWAY AND FIXTURES SHALL NOT BE SUPPORTED SOLELY FROM GYPSUM BOARD CEILINGS.
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A. CONSTRUCTION: DEEP DRAWN OR FABRICATED INTERLOCKED FLAT PIECES WITH WELDED TABS, ELECTROGALVANIZED SHEET STEEL WITH ELECTROGALVANIZED HARDWARE. DO NOT USE SECTIONAL OR GANGABLE BOXES.
B. SIZE: TO ACCOMMODATE THE REQUIRED NUMBER AND SIZES OF CONDUITS, WIRES, SPLICES AND DEVICES BUT NOT SMALLER THAN THE SIZE INDICATED OR SPECIFIED.
C. PLASTER RING: PROVIDE FLUSH WITH WALL OR CEILING FINISH, EXCEPT WHERE OTHERWISE INDICATED OR SPECIFIED.
D. DEVICE BOXES: FOR SINGLE SWITCHES AND RECEPTACLES, PROVIDE BOXES NOT LESS THAN 4 INCHES SQUARE BY 1-1/2 INCHES DEEP. FOR 2 DEVICES, PROVIDE BOXES NOT LESS THAN 4-11/16 INCHES SQUARE BY 1-1/2 INCHES DEEP.
E. TELECOMMUNICATIONS BOXES: NO LESS THAN 4-11/16 INCHES SQUARE BY 2-1/8 INCHES DEEP.
F. SPECIAL MOUNTING: IN CABINETS, TILE, CONCRETE BLOCK, BRICK, STONE, WOOD OR SIMILAR MATERIAL, PROVIDE RECTANGULAR BOXES WITH SQUARE CORNERS AND STRAIGHT SIDES. FOR SINGLE DEVICES, PROVIDE BOXES 4 INCHES HIGH BY 2-1/2 INCHES WIDE BY 3-3/8 INCHES DEEP. FOR 2 OR MORE DEVICES, PROVIDE MULTI-GANG, NON-SECTIONAL BOX WITH TILE OR MASONRY RING.
G. WET OR DAMP LOCATIONS: CAST METAL:
1. BOX: MALLEABLE IRON.
2. COVER: GASKETED, WEATHERPROOF, MALLEABLE IRON, WITH STAINLESS STEEL SCREWS.
3. HUBS: THREADED.
4. LUGS (CAST MOUNTING) MANUFACTURERS:
a. CROUSE-HINDS: TYPE FS OR FD, OR EQUAL
b. APPLETON: TYPE FS OR FD, OR EQUAL
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A. GENERAL: FOR ALL PULL AND JUNCTION BOXES OVER 300 CUBIC INCHES, PROVIDE CODE GAUGE, SHEET STEEL BOXES WHICH MEET NEMA 1 STANDARDS FOR PANELBOARD AND TERMINAL CABINET BOX CONSTRUCTION, WITH SCREW TYPE COVERS.
B. GROUND LUG: WELD, BEFORE FINISH IS APPLIED, A GROUNDING PAD DRILLED FOR TWO BOLTED GROUNDING LUGS OR TWO GROUND STUDS ON THE BOX INTERIOR.
C. FINISH: APPLY RUST INHIBITING PRIME COAT AND 2 COATS OF BAKED ENAMEL, STANDARD FACTORY GRAY.
D. HARDWARE: CADMIUM PLATED STEEL SCREWS.
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A. PROVIDE HIGH-DENSITY REINFORCED CONCRETE PULL AND JUNCTION BOXES WITH H-20 TRAFFIC RATING. BOXES SHALL HAVE END AND SIDE KNOCKOUTS AND BE AS MANUFACTURED BY CHRISTY, FORNI, BROOKS, OR APPROVED EQUAL. FABRICATED BOXES WITH NON-SETTLING SHOULDERS TO FACILITATE MAINTAINING GRADE DURING BACKFILLING. UNLESS NOTED OTHERWISE, PROVIDE GALVANIZED STEEL CHECKER PLATE COVERS WITH HOLD-DOWN BOLTS, IDENTIFIED AS FOLLOWS:
SYSTEM IDENTIFICATION
POWER - 100 VOLTS TO 600 VOLTS ELECTRICAL
LESS THAN 100 VOLTS TEL, CABLE, FIRE ALARM, ETC. AS APPLICABLE E4.1
ELECTRICAL
SPECIFICATIONS
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400 PROJECT MGR: Stuart Lindsay
24074.21
1/28/2025
www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366
REVISION DATE
Revision name XX/XX/XX
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
KL
SKL
As Shown
SHEET
X OF X
REVISION DATE
75% Submittal 01/28/25
SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
32 52
For Council Approval
Not for Bidding
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A. CONDUCTOR: INSULATED COPPER, INDIVIDUAL CONDUCTORS, 98 PERCENT CONDUCTIVITY.
1. POWER CONDUCTORS, #12 AWG, MINIMUM TO 750 MCM, STRANDED.
2. CONTROL CONDUCTORS #14 AWG, MINIMUM TO #10 AWG, STRANDED.
B. INSULATION:
1. RATED 600 VOLTS AND 90 DEGREE CELSIUS AS FOLLOWS:
ITEM SIZE (AWG) INSULATION TYPE
BRANCH CIRCUITS (DRY AND #12 TO #4/0 THHN
DAMP LOCATIONS)
BRANCH CIRCUITS (WET) #12 TO #4/0 THWN-2(OKONITE FOR
#12-10, OR EQUAL)
FIXTURE TAPS (DRY & DAMP) #12 THHN
FEEDERS (DRY & DAMP) #12 TO #750 MCM THHN
FEEDERS (WET) #12 TO #750 MCM RHW-2, USE-2,THWN-2,
XHHW-2
CONTROLS (DRY & DAMP) #14 TO #10 THHN
CONTROLS (WET) #14 TO #10 THWN-2 (OKONITE OR EQUAL)
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A. CONNECT WIRE TO BINDING POST SCREW, STUD, BOLT OR BUS AS FOLLOWS:
1. #10 AWG AND SMALLER CONDUCTORS, COMPRESSION TYPE, NYLON, SELF INSULATED GRIP SPADE LUGS, T & B "STA KON", 3M SCOTCHLOK MNG, PANDUIT "PAN TERM", OR EQUAL.
2. #8 AWG TO #750 MCM COPPER CONDUCTORS, SOLDERLESS COPPER LUG TYPE CONNECTORS, WITH HEX HEAD OR ALLEN TYPE COMPRESSION SET SCREWS WITH CONFIGURATION TO SUIT APPLICATION, T & B "LOCKTITE", BURNDY "QA", OZ TYPE "XL" OR "XLH", OR EQUAL. USE TWO SCREW LUGS FOR WIRE #4/0 AND LARGER.
B. SPLICE WIRE AS FOLLOWS:
1. #10 AWG AND SMALLER CONDUCTORS, TWIST ON SOLDERLESS, INSULATED SPRING CONNECTORS, 3M "SCOTCHLOKS", T & B "PIGGYS" OR EQUAL.
C. SIZE, INSTALL AND TIGHTEN WIRE TERMINAL AND SPLICE CONNECTORS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
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A. WIRE SPLICES: VINYL PLASTIC ELECTRICAL TAPE, 8.5 MIL AND 4.0 MIL, SCOTCH 33.
B. CONDUIT WRAPPING: 10 MIL VINYL WRAPPING TAPE, MINNESOTA MINING AND MANUFACTURING COMPANY (3M) SCOTCHWRAP 50, PLYMOUTH 4611, OR EQUAL.
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A. IDENTIFY CONDUCTORS WITH SELF ADHESIVE VINYL CLOTH MARKERS, SIZED TO FIT THE CONDUCTOR INSULATION, WITH MACHINE PRINTED BLACK MARKING, W.H. BRADY, THOMAS AND BETTS, OR EQUAL.
B. WIRE TIES:
a. NYLON, ADJUSTABLE, AND SELF-LOCKING.
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A. IDENTIFY EACH DEVICE WITH PEDESTAL AND CIRCUIT NUMBER, I.E., “A-15” INDICATED PANEL “A” CIRCUIT BREAKER “15”.
PROVIDE CLEAR P-TOUCH LABELS WITH BLACK LETTERING FOR INDOOR WIRING DEVICES; PHENOLIC LAMINATED ENGRAVED LABELS FOR ALL OUTDOORS INSTALLATIONS.
B. FOR OUTDOOR WIRING DEVICES, PROVIDE LOCKABLE, HINGED METAL COVER SUITABLE FOR WET LOCATIONS, WHILE-IN-USE, TAYMAC #MX3200, OR EQUAL.
C. PROVIDE 120 VOLT SINGLE AND DUPLEX RECEPTACLES WHICH MEET FEDERAL SPECIFICATION W-C-596 AS LISTED AND BEAR THE UL FED. SPEC LOGO.
HUBBELL PASS & SEYMOUR LEVITON
NEMA 5-20R SINGLE HBL 8310 8301 PS 5361-HG
NEMA 5-20R DUPLEX HBL 8300 PS 8300-H PS 5362-HG
NEMA 5-20R DUPLEX GFCI GFR 8300-H 2095H 8898-HG
NEMA L5-20R TWIST LOCK HBL2310 L520-R 2310
NEMA L6-30R TWIST LOCK HBL2620 L630-R 2620
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A. WHERE INDICATED, PROVIDE HORSEPOWER RATED DISCONNECT SWITCHES, PAD-LOCKABLE IN THE OPEN POSITION. THE
CURRENT RATING OF NON-FUSED SWITCHES SHALL BE GREATER THAN OR EQUAL TO THE OVERCURRENT PROTECTION UPSTREAM OF THE SWITCH. THE HORSEPOWER RATING SHALL BE DETERMINED IN ACCORDANCE WITH THE CEC.
B. THREE PHASE SWITCHES:
1. FUSED OR NON FUSED, AS INDICATED, 600 VAC, HEAVY DUTY TYPE SAFETY SWITCHES, MOUNTED IN NEMA 1 GENERAL PURPOSE ENCLOSURES IN DRY LOCATIONS AND NEMA 3R RAIN-TIGHT ENCLOSURES IN DAMP OR WET LOCATIONS, CUTLER HAMMER "DH", GENERAL ELECTRIC "TH", SQUARE D "3110" OR EQUAL.
2. CLEARLY INDICATE ON THE SWITCH ENCLOSURE THE "ON" AND "OFF" POSITIONS.
3. MECHANISMS, QUICK MAKE, QUICK BREAK. 100% LOAD MAKE AND LOAD BREAK RATED.
4. DOOR INTERLOCK, DEFEATABLE TO FACILITATE ACCESS INTO THE SWITCH ENCLOSURE WITH THE SWITCH IN THE CLOSED POSITION.
5. EQUIP FUSIBLE SWITCHES WITH CLASS R FUSE REJECTION CLIPS.
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C. GENERAL: PROVIDE UL CLASS L OR CLASS RK-1 CURRENT LIMITING, TIME DELAY, FUSES WHERE INDICATED, RATED TO 200,000 AMPERES SYMMETRICAL INTERRUPTING CAPACITY.
D. CLASS L FUSES: OVER 600 A, FERRAZ-SHAWMUT "A4BY", OR EQUAL.
E. CLASS RK1 FUSES: UP TO 600 A. FERRAZ-SHAWMUT A2D OR A6D DEPENDING ON VOLTAGE, OR EQUAL.
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A. PROVIDE BOLTED-TYPE THERMAL MAGNETIC, MOLDED CASE, WITH INVERSE TIME CURRENT OVERLOAD, AND INSTANTANEOUS MAGNETIC TRIPS, TRIP-FREE AND TRIP-INDICATING. ALL POLES OF MULTI-POLE DEVICE SHALL OPERATE SIMULTANEOUSLY DURING OPEN, CLOSE AND TRIP OPERATIONS. PROVIDE CIRCUIT BREAKERS INDICATED WITH VOLTAGE AND INTERRUPTING CAPACITY NOT LESS THAN EXISTING.
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A. COMPONENTS: UL 8750 RECOGNIZED OR LISTED AS APPLICABLE.
B. TESTED IN ACCORDANCE WITH IES LM-79 AND IES LM-80.
C. LED ESTIMATED USEFUL LIFE: MINIMUM OF 50,000 HOURS AT 70 PERCENT LUMEN MAINTENANCE, CALCULATED BASED ON IES LM-80 TEST DATA.
D. 75CRI MINIMUM OUTDOOR LIGHTING, 90 CRI MINIMUM INDOOR.
E. KELVIN TEMPERATURE AS SPECIFIED.
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A. PROVIDE LIGHTING CONTROL DEVICES (E.G., AUTOMATIC TIME SWITCH CONTROL DEVICE, MOTION SENSOR,
OCCUPANT-SENSOR, PHOTOSENSOR, AUTOMATIC DAYLIGHTING CONTROL DEVICE) THAT MEET THE STATE OF CALIFORNIA, TITLE 24, STATE BUILDING STANDARDS, PART 6, CALIFORNIA ENERGY CODE, 2016 EDITION AND THAT HAVE BEEN CERTIFIED TO THE COMMISSION.
B. PROVIDE DIMMERS THAT ARE COMPATIBLE WITH THE PROVIDED LED DRIVERS AND/OR BALLASTS.
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A. CONSTRUCTION:
1. ENCLOSURE: FABRICATE PEDESTALS FROM SHEET STEEL, TWELVE (12) GAUGE EXTERIOR, FORTEEN (14) GAUGE INTERIOR.
WELD THE ENTIRE ENCLOSURE ASSEMBLY, WITH ALL WELDS GROUND SMOOTH. CONFORM TO NEMA 3R AND NEMA 12 STANDARDS. PROVIDE DUST-TIGHT DOORS, WITH NEOPRENE GASKETING.
2. PROVIDE EXTERIOR DOOR WITH LENSED WINDOW FOR UTILITY METER VIEWING A THREE-POINT LATCHING ASSEMBLY WITH A HEAVY DUTY PAD-LOCKABLE HANDLE. PROVIDE DEADFRONT, FREE STANDING ASSEMBLIES, FOR MOUNTING TO AN ANCHOR BOLT BASE. HINGE EXTERIOR DOOR AND DEADFRONT INTERIOR PEDESTAL WITH A CONTINUOUS PIANO TYPE, STAINLESS STEEL HINGE, WITH A MINIMUM THREE_THIRTY_SECOND (3/32) INCH PIN. PROVIDE NO SCREWS, RIVETS, OR BOLTS VISIBLE OUTSIDE THE ENCLOSURE. ALL SCREWS, BOLTS, NUTS, AND WASHERS SHALL BE STAINLESS STEEL.
3. INCOMING LINE: BOTTOM, WITH LUGS FOR TERMINATION OF ELECTRIC SERVICE CONDUCTORS.
4. PROVIDE METER SOCKET TO ALLOW FOR UTILITY METER.
5. FINISH: DEGREASE, CLEAN, PHOSPHATIZE, PRIME AND FINISH ALL INTERIOR AND EXTERIOR SURFACES WITH AN ELECTROSTATICALLY APPLIED BAKED ENAMEL, WHITE INTERIOR, RANCH GREEN EXTERIOR.
6. WIRING: FACTORY CONNECT ALL INTERIOR WIRING TO TERMINAL BLOCKS. PROVIDE TERMINALS FOR FIELD CONNECTIONS.
HARNESS WIRING WITH CABLE TIES AND FAN WIRING AT TERMINALS TO FACILITATE IDENTIFICATION. TERMINATE
CONDUCTORS FROM THE INTERIOR DEADFRONT HINGED PEDESTAL TO TERMINAL BLOCKS IN THE PEDESTAL INTERIOR, HARNESSED AND RELIEVED FROM STRAIN TO PERMIT A MINIMUM OF 90 DEGREE DOOR SWING. PROVIDE #14 AWG TYPE MTW INTERIOR CONTROL WIRING.
7. NAMEPLATES:
a. PROVIDE AN ENGRAVED LAMINATED NAMEPLATE IDENTIFYING PEDESTAL AND ALL BREAKERS. b. PROVIDE A MANUFACTURER'S NAMEPLATE ON THE DEADFRONT INTERIOR PEDESTAL INDICATING PEDESTAL TYPE, VOLTAGE RATING, CURRENT RATING AND MANUFACTURER'S NAME.
B.
BUSSING:
1. PHASE BUS: COPPER CABLE_BUS TYPE SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE OR TIN PLATED COPPER, WITH A MAXIMUM CURRENT DENSITY NOT TO EXCEED ONE THOUSAND (1,000) AMPERES PER SQUARE INCH OF BUS CROSS_SECTIONAL AREA. BRACE BUSSING FOR TWENTY_TWO THOUSAND (22,000) RMS AMPERES, MINIMUM, SHORT CIRCUIT DUTY.
2. NEUTRAL BUS: FULL SIZE, COPPER WITH LUGS FOR CONNECTION OF NEUTRAL CONDUCTORS.
3. GROUND BUS: HALF_SIZE, COPPER, WITH LUGS FOR CONNECTION OF GROUND CONDUCTORS.
4. SPACING: MAINTAIN CODE SEPARATION BETWEEN PHASES AND BETWEEN PHASE AND GROUND.
5. DIRECTORY: PROVIDE A DIRECTORY CARD WHICH FITS INTO SLOTS IN THE BACK OF PEDESAL DOOR. PROTECT DIRECTORY WITH NON_YELLOWING CLEAR PLASTIC.
C. CIRCUIT BREAKERS
1. PROVIDE CIRCUIT BREAKERS FOR MISCELLANEOUS BRANCH CIRCUITS WITH FRAME SIZES AND RATINGS AS SHOWN ON THE PLANS.
2. BOLT-ON, THERMAL MAGNETIC, MOLDED CASE, WITH INVERSE TIME CURRENT OVERLOAD, AND INSTANTANEOUS MAGNETIC TRIPS, TRIP_FREE AND TRIP_INDICATING ALL POLES OF MULTI_POLE DEVICE SHALL OPERATE SIMULTANEOUSLY DURING OPEN, CLOSE AND TRIP OPERATIONS. PROVIDE CIRCUIT BREAKERS INDICATED WITH THE FOLLOWING RATINGS:
PEDESTAL CIRCUIT TRIP RATING VOLTAGE SYMMETRICAL AC
TYPE BREAKER FRAME (AMPERES) (AC RATING) INTERRUPT
CAPACITY
1 100/1 POLE 15-100 120 10,000 MIN
100/2 AND 3 POLES 15-100 240 10,000 MIN
150/2 AND 3 POLES 110-150 240 18,000 MIN
225/3 POLES 125-225 240 22,000 MIN
PEDESTAL CIRCUIT TRIP RATING VOLTAGE SYMMETRICAL AC
TYPE BREAKER FRAME (AMPERES) (AC RATING) INTERRUPT
CAPACITY
2 100/1 POLE 15-100 277 14,000 MIN
100/2 AND 3 POLES 15-100 480 14,000 MIN
150/2 AND 3 POLES 110-150 480 25,000 MIN
225/3 POLES 125-225 480 25,000 MIN
3. MOUNT MOTOR CIRCUIT PROTECTORS AND BRANCH CIRCUIT BREAKERS TO STANDOFFS ON THE PEDESTAL BACKPAN, WITH THE HANDLES PROTRUDING THROUGH THE INTERIOR DEADFRONT PEDESTAL.
4. FACTORY TEST EACH PEDESTAL ASSEMBLY FOR CONTINUITY, SHORTS, GROUNDS, AND EACH FUNCTION PRIOR TO SHIPMENT.
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A. INSTALL ALL WIRING IN RACEWAYS. INSTALL RACEWAY SYSTEMS, INCLUDING CONDUITS, HANGERS, HOOKS AND SUPPORT CHANNELS PARALLEL OR PERPENDICULAR TO STRUCTURAL MEMBERS. COORDINATE LOCATION OF RACEWAY SYSTEMS WITH OTHER DIVISIONS PRIOR TO COMMENCING INSTALLATION.
B. RIGID STEEL CONDUIT: SUITABLE FOR USE IN ALL LOCATIONS. FOR UNDERGROUND INSTALLATIONS TAPE WRAP CONDUIT COMPLETELY WITH TAPE SUITABLE FOR UNDERGROUND INSTALLATIONS, DOUBLE LAP OF CALPICO 10 MIL OR EQUAL.
C. ELECTRICAL METALLIC TUBING: SUITABLE FOR USE IN CONCEALED DRY LOCATIONS, NOT IN CONCRETE, MASONRY, OR UNDERGROUND, OR SUITABLE EXPOSED, MINIMUM 8 FEET ABOVE FINISHED FLOOR. USE 4 INCH CONDUIT SLEEVES TO PENETRATE TECHNOLOGY EQUIPMENT ROOM FLOORS PROJECTING 6 INCHES ABOVE FINISHED FLOOR WITHOUT A BEND.
PROVIDE BUSHINGS AT BOTH END OF CONDUIT.
D. FLEXIBLE METAL CONDUIT: SUITABLE FOR CONNECTION OF RECESSED LIGHTING FIXTURES OR OTHER DEVICES REQUIRING FLEXIBLE CONNECTIONS IN DRY LOCATIONS. FLEXIBLE METAL CONDUIT MAY BE FISHED INTO EXISTING WALLS AS ALLOWED BY THE CEC. LENGTH SHALL NOT EXCEED 6'-0”.
E. LIQUID TIGHT FLEXIBLE METAL CONDUIT: SUITABLE FOR CONNECTION OF EQUIPMENT IN DAMP OR WET LOCATIONS.
F. PVC CONDUIT: SUITABLE FOR USE UNDERGROUND, WITH A MINIMUM OF 18 INCHES OF COVER. FABRICATE FIELD BENDS WITH AN APPROVED THERMAL BENDER AND JIG. FOR UNDERGROUND EMERGENCY SYSTEMS ENCASE CONDUIT IN CONCRETE, MINIMUM OF 2” ALL AROUND. MAINTAIN SEPARATION BETWEEN CONDUITS USING PLASTIC SPACERS SPECIFICALLY DESIGNED FOR THE PURPOSE.
G. CLEAN AND MANDREL ALL UNDER FLOOR/GROUND RACEWAYS BEFORE WIRE IS INSTALLED.
H. CONDUIT SUPPORTS:
1. SUPPORT ALL CONDUITS AT INTERVALS NOT TO EXCEED 10 FEET.
2. SUPPORT INDIVIDUAL CONDUITS WITH CONDUIT HANGERS OR CLAMP BACK AND NEST BACK, IF REQUIRED FOR ENTRANCE INTO THE EQUIPMENT.
3. SUPPORT MULTIPLE CONDUITS, 2 OR MORE IN PARALLEL, WITH FRAMING CHANNEL AND PIPE CLAMPS.
4. FIRE STOP PENETRATIONS OF CONDUITS, SLEEVES AND CABLE TRAYS IN WALLS REQUIRING PROTECTED OPENINGS. PROVIDE FIRE STOP MATERIAL WHICH IS A TESTED ASSEMBLY APPROVED BY THE CALIFORNIA STATE FIRE MARSHAL.
5. CUT ENDS OF FRAMING CHANNEL INSTALLED OUTDOORS OR IN WET LOCATIONS SHALL BE PAINTED WITH ZINC RICH PAINT.
J. CONDUIT BENDS:
1. ELECTRICAL CONDUITS: PROVIDE NO MORE THAN (3) 90 DEGREE CONDUIT BENDS OR THE EQUIVALENT NUMBER OF SMALLER RADIUS BENDS IN ANY CONDUIT RUN BETWEEN BOXES OR EQUIPMENT.
2. TELECOMMUNICATIONS CONDUITS: PROVIDE NO MORE THAN (2) 90 DEGREE BENDS OR THE EQUIVALENT NUMBER OF SMALLER RADIUS BEND IN ANY CONDUIT RUN BETWEEN BOXES OR STUB, WITH RADIUS 10 TIMES THE DIAMETER OF THE CONDUIT.
3. LENGTH OF RUN: 400 FEET MAXIMUM, LESS 100 FEET FOR EACH EQUIVALENT 90 DEGREE BEND.
4. FABRICATE BENDS AND OFFSETS WITH A HICKEY OR CONDUIT BENDER DESIGNED SPECIFICALLY FOR USE WITH THE TYPE OF CONDUIT TO BE BENT, OR USE FACTORY MADE BEND.
5. RADIUS OF UNDERGROUND BENDS: MINIMUM 10 TIMES CONDUIT RADIUS. ϯ͘ϮKy
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A. PLACE OUTLET BOXES IN A LOCATION AS CLOSE TO THAT SHOWN ON THE PLANS AS POSSIBLE. COORDINATE LOCATION OF BOXES WITH OTHER DIVISIONS.
B. INSTALL WALL MOUNTED OUTLET BOXES SO THAT THE DISTANCE FROM THE CENTERLINE OF THE BOX TO FINISHED FLOOR IS AS LISTED OR INDICATED ON PLAN:
1. RECEPTACLES, + 1 FOOT-6 INCHES
2. SWITCHES, + 45 INCHES
C. INSTALL JUNCTION BOXES WITH COVERS ACCESSIBLE AFTER INSTALLATION. DO NOT INSTALL JUNCTION BOXES FLUSH WITH FINISH WALLS OR CEILINGS UNLESS SPECIFICALLY APPROVED BY THE ENGINEER.
D. ATTACH SURFACE BOXES WITH:
1. STEEL OR MALLEABLE IRON EXPANSION ANCHORS IN CONCRETE OR SOLID MASONRY.
2. WOOD SCREWS IN WOOD.
3. TOGGLE BOLTS IN HOLLOW WALLS OR MASONRY.
4. MACHINE SCREWS, BOLTS OR WELDED STUDS IN STEEL.
E. ATTACH FLUSH BOXES WITH ADJUSTABLE BAR TYPE HANGERS SCREW FASTENED TO TWO STUDS AND ON BOTH SIDES OF THE BOX.
F. FOR ALL SURFACE MOUNTED BOXES OR CABINETS MOUNTED IN WET OR DAMP LOCATIONS PROVIDE WEATHERPROOF ENCLOSURES AND AT LEAST 1/4 INCH AIR SPACE BETWEEN BOX AND MOUNTING SURFACE, PER CEC 312.2. ϯ͘ϯ/E^h>d
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A. EXERCISE EXTREME CARE WHEN PULLING CONDUCTORS AND CABLE INTO CONDUITS TO AVOID KINKING, TWISTING, NICKING OR SCRATCHING OF THE INSULATION OR THE PLACEMENT OF EXTREME STRESS ON THE CONDUCTORS OR CABLE. WHEN REQUIRED, UTILIZE UL APPROVED PULLING COMPOUNDS TO ASSIST IN PULLING CONDUCTORS.
B. COLOR CODE CONDUCTORS BY PHASE SEQUENCE A-B-C WHEN LOOKING INTO THE FRONT OF THE EQUIPMENT FROM LEFT-TO-RIGHT, TOP TO BOTTOM OR FRONT-TO-BACK. PROVIDE CONDUCTORS WITH THE APPROPRIATE PHASE COLOR OR MARK CONDUCTORS WITH A MINIMUM OF 6 INCHES OF PHASE TAPE ON ENDS CONNECTED TO TERMINALS. PHASE CODE CONDUCTORS AS LISTED:
VOLTAGE PHASE A PHASE B PHASE C
NEUTRAL GROUND
120/208 BLACK RED BLUE WHITE GREEN
120/240 BLACK RED ORANGE WHITE GREEN
277/480 BROWN ORANGE YELLOW GRAY GREEN
C. IDENTIFY EACH CONDUCTOR WITH ITS RESPECTIVE CIRCUIT NUMBER AT EACH BOX OR TERMINAL.
D. CONNECTIONS:
1. UTILIZE TWIST-ON SOLDERLESS CONNECTORS FOR SPLICING RECEPTACLE AND LIGHTING CIRCUITS #10 AWG WIRE SIZE AND SMALLER.
2. SPLICES AND TAPS WILL NOT BE PERMITTED FOR OTHER THAN RECEPTACLE AND LIGHTING CIRCUITS, OR FOR WIRE LARGER THAN #10.
3. TERMINATE CONDUCTORS AT MOTORS WITH BOLTED CONNECTIONS, INSULATED WITH PLASTIC TAPE. ϯ͘ϰt/Z/E'
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A. CONNECT WIRING DEVICES TO CIRCUITS INDICATED USING SIDE OR BACK WIRING TERMINALS.
B. CONNECT GREEN GROUNDING PIGTAIL FROM RECEPTACLES TO OUTLET BOX WITH SCREW.
C. INSTALL WIRING DEVICES FLUSH WITH THE DEVICE PLATE FRONTS.
D. ALIGN PLATES PLUMB WITH WALL, AND COVER OPENING, WITHOUT USE OF "JUMBO" PLATES.
E. INSTALL RECEPTACLES WITH GROUNDING TERMINAL UP.
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A. INSTALL DISCONNECT SWITCHES WHERE INDICATED. PROVIDE ALL MOUNTING HARDWARE AND ACCESSORIES.
B. PROVIDE A FLEXIBLE CONNECTION FROM THE DISCONNECT SWITCH TO THE MOTOR UNLESS OTHERWISE INDICATED.
C. ATTACH DISCONNECT SWITCHES WITH SPECIFIED ANCHORS.
D. PHASE TAPE AND IDENTIFY CIRCUIT NUMBERS AS SPECIFIED.
E. INSTALL FUSES WHERE INDICATED.
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A. PERMANENTLY AND EFFECTIVELY GROUND ALL RACEWAY SYSTEMS, SUPPORTS, CABINETS, SWITCHBOARDS, CONTROL EQUIPMENT, MOTOR FRAMES, LIGHTING FIXTURES AND OTHER UTILIZATION APPARATUS.
B. PROVIDE A GROUND WIRE IN EACH CONDUIT CARRYING CIRCUITS OPERATING AT 100 VOLTS OR HIGHER BONDED AT EACH END TO EQUIPMENT. SIZE AS SHOWN ON THE DRAWINGS OR PER CEC. ϯ͘ϳ
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A. PROVIDE ALL CONNECTIONS TO EQUIPMENT REQUIRING ELECTRICAL SUPPLY.
B. REVIEW DIVISION 23 MECHANICAL SCOPE REQUIREMENTS FOR ADDITIONAL WORK REQUIRED. ϯ͘ϴ>/',d/E'&/ydhZ
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A. INSTALL LIGHTING FIXTURES COMPLETE WITH LAMPS, READY FOR OPERATION.
B. SECURE FIXTURES TO THE STRUCTURE BY MEANS OF BRACKETS, FLANGES AND OTHER MOUNTING HARDWARE SUITED FOR THE FIXTURES AND TYPE OF INSTALLATION.
C. SECURE SURFACE MOUNTED FIXTURES WITH A MINIMUM OF (2) 1/4 INCH BOLTS INTO SUBSTANTIAL STRUCTURE (NOT JUST INTO A GYPSUM BOARD CEILING), OR AS DETAILED.
D. CLEAN LIGHTING FIXTURES PRIOR TO FINAL ACCEPTANCE.
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A. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE STATE OF CALIFORNIA, TITLE 24, STATE BUILDING STANDARDS, PART 6, CALIFORNIA ENERGY CODE, 2016 EDITION.
B. PROGRAM SYSTEM FOR PROPER OPERATION AND PER OWNER'S REPRESENTATIVE SCHEDULE OF OPERATION, MAINTAINING COMPLIANCE WITH TITLE 24.
C. INSTRUCT OWNER'S REPRESENTATIVE PERSONNEL IN REPROGRAMMING AND SCHEDULING AND MAINTENANCE OF DEVICES AND LIGHTING CONTROL PANEL.
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A. PROTECT PEDESTAL FROM DAMAGE, ABUSE, DIRT AND DEBRIS DURING CONSTRUCTION. KEEP EQUIPMENT FREE FROM DIRT, SCRATCHES, NICKS, BLISTERS AND OTHER MARKS NOT PART OF THE FACTORY FINISH. MAKE TOUCH-UPS TO THE FINISH WITH FACTORY ENAMEL.
B. UNLESS NOTED ON DRAWING, ANCHOR TO CONCRETE SLABS WITH 1/2 INCH OR LARGER ANCHOR BOLTS FASTENED TO MALLEABLE IRON OR STEEL EXPANSION SHIELDS IN THE SLAB. SUBMIT A DETAIL INDICATING ANCHOR METHOD.
C. COORDINATE ALL REQUIRED CONDUIT OPENINGS, BLOCKOUTS, STUBS, AND CONDUIT ENTRANCE REQUIREMENTS.
D. IDENTIFY CONDUCTORS WITH CIRCUIT NUMBERS AND PHASE TAPE.
E. NEATLY ARRANGE WIRING WITHIN THE EQUIPMENT. BUNDLE AND WRAP CONDUCTORS #8 AWG AND SMALLER WITH PLASTIC WIRE TIES.
F. INSTALL AN INSULATED GROUNDING BUSHING ON CONDUITS WHICH ENTER THE EQUIPMENT.
ELECTRICAL SPECIFICATIONS
E4.2
ELECTRICAL
SPECIFICATIONS
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400 PROJECT MGR: Stuart Lindsay
24074.21
1/28/2025
www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366
REVISION DATE
Revision name XX/XX/XX
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
KL
SKL
As Shown
SHEET
X OF X
REVISION DATE
75% Submittal 01/28/25
SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
33 52
For Council Approval
Not for Bidding
E5.1
TITLE 24 - OUTDOOR
LIGHTING
COMPLIANCE FORMS
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400 PROJECT MGR: Stuart Lindsay
24074.21
1/28/2025
www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366
REVISION DATE
Revision name XX/XX/XX
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
KL
SKL
As Shown
SHEET
X OF X
REVISION DATE
75% Submittal 01/28/25
SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
34 52
For Council Approval
Not for Bidding
E5.2
TITLE 24 - OUTDOOR
LIGHTING
COMPLIANCE FORMS
Electrical Engineers Lighting Designers
100 Howe Ave., Suite 235N
Sacramento, CA 95825-8217
PROJECT #:
www.mneilsengineering.com
Tel: (916) 923-4400 PROJECT MGR: Stuart Lindsay
24074.21
1/28/2025
www.callanderassociates.com
12150 Tributary Point Drive, Suite 140
Gold River, CA 95670
T 916.985.4366
REVISION DATE
Revision name XX/XX/XX
PROJECT NO:
DRAWN BY:
CHECKED BY:
SCALE:
SHEET TITLE
24013
KL
SKL
As Shown
SHEET
X OF X
REVISION DATE
75% Submittal 01/28/25
SILVER SPRUCE
(KT-52) PARK
2050 Silver Spruce Dr,
Roseville, CA 95747
01/28/2025
01/28/2025
35 52
For Council Approval
Not for Bidding
VAN
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
NO
PARKING
NO
PARKING
OWNER INFO
SILVER SPRUCE
(KT 52) PARK
2050 SILVER SPRUCE DR.
ROSEVILLE, CA 95747
EARTHWORK QUANTITIES
PROJECT DESCRIPTIONC2.1
C2.2
C3.1
C3.2
C4.1
C4.2
C5.1
C7.1
C8.1
KEY MAP
CALIFORNIAsandis.net
build on.
CITY OF ROSEVILLE
SILVER SPRUCE (KT 52) PARK
17 PROJECT #EN24-0468 & CITYWIDE JOB #191416
LEGEND
EXISTING PROPOSED
••
ABBREVIATIONS
CIVIL COVER SHEET C 1.0
VICINITY MAP
SITE
SILVER SPRUCE DRIVE
SIERRA VILLAGE DRIVE
CIVIL SHEET INDEX
CITY ENGINEER DATE
ACCEPTED BY:
36 For Council Approval
Not for Bidding
DISCREPANCIES
UTILITY/POTHOLE NOTE
CONSTRUCTION NOTES FLOODZONE
ENCROACHMENT NOTE:
UNDERGROUND WORK CAUTION
DEMOLITION NOTES
PROJECT SITE MAINTENANCE
DIMENSIONS
PAVEMENT SECTIONS
CONSTRUCTION FENCE DUST CONTROL NOTES
GENERAL SITE NOTES
RECORD DRAWING NOTE
HAZARDOUS MATERIALS NOTE
GENERAL UTILITY NOTES
CALIFORNIAsandis.net
build on.
CITY OF ROSEVILLE
SILVER SPRUCE (KT 52) PARK
17 PROJECT #EN24-0468 & CITYWIDE JOB #191416 CIVIL GENERAL NOTES C 1.1
GEOTECHINCAL NOTES
GRADING NOTES
ADA NOTES
STORM DRAIN NOTES
SANITARY SEWER NOTES
WATER SYSTEM NOTES
37 For Council Approval
Not for Bidding
CALIFORNIAsandis.net
build on.
CITY OF ROSEVILLE
SILVER SPRUCE (KT 52) PARK
17 PROJECT #EN24-0468 & CITYWIDE JOB #191416
CITY OF ROSEVILLE
STANDARD NOTES C 1.2
GENERAL NOTES
GRADING NOTES
EROSION/SEDIMENT CONTROL NOTES
AIR QUALITY NOTES
TREE PRESERVATION NOTES
38 For Council Approval
Not for Bidding
SILVER SPRUCE DRIVE
CALIFORNIAsandis.net
build on.
CITY OF ROSEVILLE
SILVER SPRUCE (KT 52) PARK
17 PROJECT #EN24-0468 & CITYWIDE JOB #191416 TOPOGRAPHIC SURVEY C 2.1 0'
1 INCH =
40'20' 10' 4'
20 FT
MATCHLINE, SEE SHEET C 2.2
BENCHMARK
SURVEY NOTES
UNDERGROUND UTILITY NOTE
39 For Council Approval
Not for Bidding
SIERRA VILLAGE DRIVE
CALIFORNIAsandis.net
build on.
CITY OF ROSEVILLE
SILVER SPRUCE (KT 52) PARK
17 PROJECT #EN24-0468 & CITYWIDE JOB #191416 TOPOGRAPHIC SURVEY C 2.2 0'
1 INCH =
40'20' 10' 4'
20 FT
MATCHLINE, SEE SHEET C 2.1
40 For Council Approval
Not for Bidding
VAN
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
NO
PARKING
NO
PARKING
CALIFORNIAsandis.net
build on.
CITY OF ROSEVILLE
SILVER SPRUCE (KT 52) PARK
17 PROJECT #EN24-0468 & CITYWIDE JOB #191416
LEGEND
GRADING AND DRAINAGE PLAN C 3.1
0'
1 INCH =
40'20' 10' 4'
20 FT
MATCHLINE, SEE SHEET C 3.2
SILVER SPRUCE DRIVE
GENERAL NOTES
41 For Council Approval
Not for Bidding
CALIFORNIAsandis.net
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CITY OF ROSEVILLE
SILVER SPRUCE (KT 52) PARK
17 PROJECT #EN24-0468 & CITYWIDE JOB #191416 GRADING AND DRAINAGE PLAN C 3.2 0'
1 INCH =
40'20' 10' 4'
20 FT
MATCHLINE, SEE SHEET C 3.1
SILVER SPRUCE DRIVE
SIERRA VILLAGE DRIVE
42 For Council Approval
Not for Bidding
VAN
EV
CHARGING
ONLY
EV
CHARGING
ONLY NO
PARKING
NO
PARKING
CALIFORNIAsandis.net
build on.
CITY OF ROSEVILLE
SILVER SPRUCE (KT 52) PARK
17 PROJECT #EN24-0468 & CITYWIDE JOB #191416 GRADING AND DRAINAGE PLAN C3.3 0'
1 INCH =
40'20' 10' 4'
20 FT
43 For Council Approval
Not for Bidding
VAN
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
NO
PARKING
NO
PARKING
CALIFORNIAsandis.net
build on.
CITY OF ROSEVILLE
SILVER SPRUCE (KT 52) PARK
17 PROJECT #EN24-0468 & CITYWIDE JOB #191416
LEGEND
UTILITY PLAN C 4.1
0'
1 INCH =
40'20' 10' 4'
20 FT
MATCHLINE, SEE SHEET C 4.2
GENERAL NOTES
SILVER SPRUCE DRIVE
44 For Council Approval
Not for Bidding
CALIFORNIAsandis.net
build on.
CITY OF ROSEVILLE
SILVER SPRUCE (KT 52) PARK
17 PROJECT #EN24-0468 & CITYWIDE JOB #191416 UTILITY PLAN C 4.2 0'
1 INCH =
40'20' 10' 4'
20 FT
MATCHLINE, SEE SHEET C 4.1
SILVER SPRUCE DRIVE
SIERRA VILLAGE DRIVE
45 For Council Approval
Not for Bidding
VAN
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
NO
PARKING
NO
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NO
NO
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CALIFORNIAsandis.net
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CITY OF ROSEVILLE
SILVER SPRUCE (KT 52) PARK
17 PROJECT #EN24-0468 & CITYWIDE JOB #191416
HYDROMODIFICATION NOTE:
STORMWATER
MANAGEMENT PLAN LEGEND
STORMWATER
MANAGEMENT NOTES:
STORMWATER MANAGEMENT
PLAN C 5.1
0'
1 INCH =
80'40' 20' 8'
40 FT
SILVER SPRUCE DRIVE
SIERRA VILLAGE DRIVE
46 For Council Approval
Not for Bidding
CALIFORNIAsandis.net
build on.
CITY OF ROSEVILLE
SILVER SPRUCE (KT 52) PARK
17 PROJECT #EN24-0468 & CITYWIDE JOB #191416 CONSTRUCTION DETAILS C 6.0 47 For Council Approval
Not for Bidding
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CITY OF ROSEVILLE
SILVER SPRUCE (KT 52) PARK
17 PROJECT #EN24-0468 & CITYWIDE JOB #191416 CONSTRUCTION DETAILS C 6.1 48 For Council Approval
Not for Bidding
VAN
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
EV
CHARGING
ONLY
NO
PARKING
NO
PARKING
CALIFORNIAsandis.net
build on.
CITY OF ROSEVILLE
SILVER SPRUCE (KT 52) PARK
17 PROJECT #EN24-0468 & CITYWIDE JOB #191416 SIGNAGE AND STRIPING PLAN C 7.1 0'
1 INCH =
40'20' 10' 4'
20 FT
SILVER SPRUCE DRIVE
49 For Council Approval
Not for Bidding
CALIFORNIAsandis.net
build on.
CITY OF ROSEVILLE
SILVER SPRUCE (KT 52) PARK
17 PROJECT #EN24-0468 & CITYWIDE JOB #191416
WATER POLLUTION CONTROL NOTES:
LEGEND
EROSION CONTROL PLAN C 8.1
0'
1 INCH =
80'40' 20' 8'
40 FT
SILVER SPRUCE DRIVE
SIERRA VILLAGE DRIVE
50 For Council Approval
Not for Bidding
CALIFORNIAsandis.net
build on.
CITY OF ROSEVILLE
SILVER SPRUCE (KT 52) PARK
17 PROJECT #EN24-0468 & CITYWIDE JOB #191416 EROSION CONTROL DETAILS C 9.1 51 For Council Approval
Not for Bidding
CALIFORNIAsandis.net
build on.
CITY OF ROSEVILLE
SILVER SPRUCE (KT 52) PARK
17 PROJECT #EN24-0468 & CITYWIDE JOB #191416 EROSION CONTROL DETAILS C 9.2 52 For Council Approval
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For Council Approval
Not for Bidding
MSEi JOB#: 23-004916.365.4740
FOLSOM, CA 95630
1843 IRON POINT ROAD, SUITE 100
5-25-2023
TSEAP
STATE
RED
REGST I
HCI M
E
RUT
CUR
NIA
R
AC
OF
LIFO
L
GUOD
E
L EKBA
No. S4721
LAA
RNIG EE
N
A
S
ROFE
SION
R
S
L
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
04.28.23 INITIAL SUBMITTAL
Standard Comfort
22-095
Roseville, CA
Station #2
05.26.23 PLAN REVIEW 11
GENERAL NOTES:
1. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL
BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT
DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT.
2. TYPICAL NOTES AND DETAILS SHALL APPLY UNLESS OTHERWISE SHOWN OR NOTED ON DRAWINGS.
3. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME NATURE AS SHOWN FOR SIMILAR CONDITION.
4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES:
2022 CALIFORNIA BUILDING CODE, PART 2 TITLE 24 CCR 2022 EDITION AND LATEST REVISIONS REFERRED TO HERE AS "THE CODE", AND OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY
OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS.
5. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.
IF CONFLICTS OCCUR BETWEEN DRAWINGS AND SPECIFICATIONS, THE MOST EXPENSIVE MATERIALS OR METHODS SHALL PREVAIL (FOR BIDDING). STRUCTURAL ENGINEER SHALL BE NOTIFIED OF CONFLICTS AND THAT PORTION OF WORK SHOULD NOT PROCEED UNTIL CONFLICT IS RESOLVED.
6. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:
A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS.
B. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS.
C. SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC.
D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWN.
E. FLOOR AND ROOF FINISHES.
F. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.
7. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR THE FOLLOWING:
A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC. EXCEPT AS SHOWN OR NOTED.
B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALL OR SLABS.
C. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES.
8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.
9. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE OF THE LATEST REVISION.
10. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.
11. HEAVY EQUIPMENT, CRANES AND MATERIAL STOCKPILES SHALL NOT BE LOCATED ON OR ADJACENT TO SHORING.
12. SUBSTITUTIONS FOR STRUCTURAL MEMBERS, HARDWARE, OR DETAILS SHALL BE REVIEWED BY THE ARCHITECT AND STRUCTURAL ENGINEER AND APPROVED BY THE BUILDING DEPARTMENT. FOR A SUBSTITUTION TO BE REVIEWED THE CONTRACTOR SHALL AGREE & COMPLY WITH THE FOLLOWING:
A. THE CONTRACTOR SHALL BE BILLED ON A TIME AND MATERIALS BASIS FOR THE REVIEW OF THE SUBSTITUTION WITH NO GUARANTEE OF APPROVAL.
B. VERIFY THAT THE SUBSTITUTION DOES NOT AFFECT DIMENSIONS SHOWN ON DRAWINGS.
C. THE CONTRACTOR SHALL ALSO PAY FOR CHANGES TO THE DESIGN, WHICH INCLUDES BUT IS NOT LIMITED TO; ENGINEERING DESIGN, DETAILING, APPROVAL AGENCY PROCESS AND CONSTRUCTION COSTS CAUSED BY THE REQUESTED SUBSTITUTION.
D. THE PROPOSED SUBSTITUTION IS TO HAVE NO ADVERSE AFFECT ON OTHER TRADES, THE CONSTRUCTION SCHEDULE, OR THE SPECIFIED WARRANTY REQUIREMENTS.
13. NO STRUCTURAL MEMBERS SHALL BE CUT, NOTCHED OR OTHERWISE PENETRATED UNLESS
SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER IN ADVANCE OR SHOWN ON THESE DRAWINGS.
14. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION.
DIMENSIONS AND ELEVATIONS MUST BE VERIFIED WITH ARCHITECTURAL DRAWINGS. IN THE EVENT OF A CONFLICT, THE STRUCTURAL ENGINEER AND ARCHITECT ARE TO BE NOTIFIED IMMEDIATELY.
DRAWING SCALES GIVEN ARE APPROXIMATE-
DO NOT SCALE PLANS OR DETAILS.
15. SITE VISITS BY STRUCTURAL ENGINEER SHALL NOT BE IN LIEU OF INSPECTIONS.
16. ALL DIMENSIONS AND ELEVATIONS OF THE EXISTING STRUCTURE WERE PROVIDED BY OTHERS AND ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS AND COORDINATE WITH ALL SUB-CONTRACTORS AND DISCIPLINES. ANY
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER. FINISH ELEVATIONS AT ALL NEW FRAMING SHALL BE COORDINATED WITH THE EXISTING FRAMING SO ALL FINISHES ARE FLUSH.
17. ALL FRAMING IN THE DOCUMENTS SHALL BE CONSIDERED NEW UNLESS SPECIFICALLY NOTED AS EXISTING.
DESIGN CRITERIA:
2022 CALIFORNIA BUILDING CODE (CBC)
LIVE LOADS
ROOF LIVE = 20 PSF (REDUCIBLE)
WIND (ASCE 7-16 SIMPLIFIED ANALYSIS)
EXPOSURE C
RISK CATEGORY II
BASIC WIND SPEED = 95 MPH
ROOF SLOPE: :12
SEISMIC (ASCE 7-16 EQUIVALENT LATERAL FORCE PROCEDURE)
RISK CATEGORY II
Ie = 1.0
SITE CLASS = D
Ss = 0.436g SDS = 0.422g
S1 = 0.220g SD1 = 0.220g
SDC = D
SPECIAL REINFORCED MASONRY SHEAR WALLS
R = 5.0 Ω o = 2.5 Cd = 3.5
FOUNDATIONS
BEARING PRESSURE: 1,500 PSF DEAD PLUS LIVE
2,000 PSF TOTAL LOAD W/ SHORT TERM LOADS
1. IT IS 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 AS THEY APPLY TO THIS PROJECT.
2. THE STRUCTURAL ENGINEER DOES NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS.
3. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING FOR VERTICAL AND/ OR LATERAL LOADS, SHORING AND LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC.
4. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BRACING, SHORING, ETC, FOR ALL EXISTING AND NEW CONSTRUCTION FOR A COMPLETED PROJECT. THIS INCLUDES, BUT IS NOT LIMITED TO, THE INSTALLATION OF NEW FRAMING AND THE MODIFICATION OF THE EXISTING FRAMING.
5. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER WILL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.
SAFETY NOTES:
GENERAL:
IN ADDITION TO THE INSPECTIONS REQUIRED BY SECTION 110 OF THE 2022 CBC, THE OWNER SHALL
EMPLOY A SPECIAL INSPECTOR TO PERFORM SPECIAL INSPECTIONS, TESTS & OBSERVATIONS AS INDICATED ON THE BUILDING DEPARTMENTS STATEMENT OF SPECIAL INSPECTION.
1. INSPECTORS: ALL TESTS, INSPECTIONS AND OBSERVATIONS SHALL BE PERFORMED BY AN INDEPENDENT INSPECTION AGENCY WHICH IS IN THE EMPLOYMENT OF THE OWNER.
2. ALL SPECIAL INSPECTION & TESTING AGENCIES SHALL BE QUALIFIED PER ASTM E329 AND APPROVED BY THE BUILDING DEPARTMENT.
3. PROVIDE TEST, INSPECTION & OBSERVATION REPORTS TO THE BUILDING DEPARTMENT, OWNER, ARCHITECT AND ENGINEER WITHIN TWO WEEKS OF PERFORMANCE OF INSPECTIONS OR TEST.
4. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO SEE THAT THE TESTS, INSPECTIONS AND OBSERVATIONS ARE PERFORMED. JOB SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE AND ARE NOT A SUBSTITUTE FOR INSPECTIONS.
5. WHERE THE CONTRACTOR CHOOSES TO USE OPTIONAL OR ALTERNATIVE MEANS OF FASTENING OR
ANCHORING MATERIALS AS SHOWN ON THE PLANS AND DETAILS AND REQUIRES SPECIAL FIELD INSPECTION, SUCH AS FIELD WELDING, ADHESIVE OR EXPANSION ANCHORS, ETC. ALL ADDITIONAL
SPECIAL INSPECTION AND TESTING COSTS SHALL BE PAID BY THE OWNER AND DEDUCTED FROM THE CONTRACTORS CONTRACT AMOUNT.
6. SCHEDULE OF SPECIAL INSPECTIONS:
A. CONVENTIONALLY REINFORCED CONCRETE
B. CONCRETE REINFORCEMENT
C. CONCRETE CAST IN PLACE STEEL ANCHORS
D. POST INSTALLED ANCHORS - INSTALLATION OF WEDGE ANCHORS AND EPOXY ANCHORS. PROVIDE TESTING WHERE SPECIFIED.
INSPECTION NOTES:
STIFFENERSTIFF
FINISH FLOOR ELEVATIONFFE
WWF
WT
WS
WP
WF
VIF
VERT
UNO
TYP
TRAN
TOW
TOT
TOS
T.O.SLAB
TOF
TOC
THK
THRD
T24
SYM
STRUC
STL
ID INSIDE DIAMETER
GWB
HDG
HD
HC
GALV
GL
GT
GRD
GA
FT (')
FRMG
FTG
FOS
FOM
FOC
FHWS
FLG
FND
FN
FG
GYPSUM WALL BOARD
GLUE LAMINATED LUMBER
HOT DIPPED GALVANIZED
HOLD DOWN
HANDICAP
GALVANIZED
GROUT
GRADE
GAUGE
W/
TS
FACE OF MASONRY
FACE OF CONCRETE
FLAT HEAD WOOD SCREW
FOOTING
FOOT/FEET
FRAMING
FACE OF STUD
FOUNDATION
FIELD NAILING
FLANGE
FINISH GRADE
WOOD SCREW
WELDED WIRE FABRIC
WEIGHT
UNLESS NOTED OTHERWISE
TITLE 24 CALIFORNIA CODE
WORK POINT
WIDE FLANGE
VERIFIY IN FIELD
VERTICAL
TYPICAL
TUBE STEEL (SEE HSS)
TRANSVERSE
TOP OF WALL
WITH
TOP OF STEEL
TOP OF SLAB
TOP OF FOOTING/ FRAMING
TOP OF CONCRETE
THREAD OR THREADED
SYMMETRICAL
STRUCTURAL
TOTAL
THICK/THICKNESS
STEEL
STD
STAG
SS
SQ
SPEC
SP
SOG
SMS
SM
SLV
SLH
SIM
SHTG
SEIS JT
SCHED
SAD
REQ('D)
REINF
PT
PTDF
PSL
PSI
PN
PLWD
PERP
PC
PCC
OH
OPG
OWJ
OD
OC
NTS
NSG
NOM
NO (#)
NIC
MTL
MRD
MLB
MISC
MIN
MFR
MEZZ
MECH
MCJ
MB
MAX
LWC
LW
LS
LONG
LGTH
LG
LLV
LL
JST
INFO
INTR
IN (")
BOTTOM BTM
DOUGLAS FIRDF
EW
EXTR
EB
FAB
FF
FD
EW EF
EQ (=)
ES
EOR
EOS
(E)
ELEV
EN
EJ
EF
EA
DIAG
DIA (Ø)
DIM
DWG
DN
EXPANSION BOLT
EACH WAY EACH FACE
ENGINEER OF RECORD
EACH WAY
FINISH FLOOR
FLOOR DRAIN
FABRICATE
EXTERIOR
EACH SIDE
EDGE OF SLAB
EQUAL
EXPANSION JOINT
EDGE NAIL
ELEVATION
EACH FACE
EXISTING CONDITION
EACH
DRAWING
DIMENSION
DIAGONAL
DIAMETER
DOWN
SJ
R
DEPR
CTRD
CONT
DBL
CTR
CONN
CONC
COL
CMU
CLR
CL (C)
CLG
CJ
CIP
CG
CC
BRG PL
BRCG
BYD
BTWN
BRG
CONCRETE MASONRY UNIT
DEPRESSED
DOUBLE
CENTERED
CENTER
CONTINUOUS
CONNECTION
CONCRETE
COLUMN
CLEAR
PL (P)
CONSTRUCTION JOINT/ CONTROL JOINT
CAST IN PLACE
CENTER OF GRAVITY
CENTER TO CENTER
BEARING PLATE
CENTER LINE
CEILING
BEYOND
BETWEEN
BEARING
BRACING
BLK
BLKG
BN
BOF
BOC
BM
BLDG
ARCH
APPROX
BLW
BEV
AC
ALUM
ADDNL
ALT
AGG
AFF
AB
ABV
@
BOTTOM OF FOOTING/ FOUNDATION
BOTTOM OF CONCRETE
BOUNDARY NAILING
ARCHITECT/ ARCHITECTURAL
BLOCK
BLOCKING
BEAM
APPROXIMATE
BEVELED
BUILDING
BELOW
ASPHALTIC CONCRETE
ABOVE FINISH FLOOR
ANCHOR BOLTS
ADDITIONAL
AGGREGATE
ALTERNATE
ALUMINUM
ANGLE
ABOVE
AT
JT
MICROLAM BEAM
PRESSURE TREATED/ POINT
SHORT LEG HORIZONTAL
SEE ARCHITECTURAL DRWG'S.
STANDARD
STAGGER
STAINLESS STEEL
SQUARE
SPECIFICATION
STRUCTURAL PLYWOOD
SLAB ON GRADE
SHEET METAL SCREWS
SHEET METAL
SHORT LEG VERTICAL
SHRINKAGE JOINT
SIMILAR
SHEATHING
SEISMIC JOINT
SCHEDULE
REQUIRE (REQUIRED)
REINFORCING
RADIUS
PRESSURE TREATED DOUG FIR
POUNDS PER SQUARE INCH
OPEN WEB JOIST
PARALLAM STRAND LUMBER
PERIMETER NAILING
PLYWOOD
PERPENDICULAR
PRECAST CONCRETE
OPPOSITE HAND
PLATE
PIECE/ PILE CAP
OPENING
OUTSIDE DIAMETER
ON CENTER
NOT TO SCALE
NON SHRINK GROUT
NOMINAL
NUMBER OR POUNDS
NOT IN CONTRACT
METAL ROOF DECK
METAL
MASONRY CONTROL JOINT
LIGHT WEIGHT CONCRETE
MISCELLANEOUS
MINIMUM
MANUFACTURER
MEZZANINE
MECHANICAL
MACHINE BOLT
MAXIMUM
LIGHT WEIGHT
LAG SCREW
LONGITUDINAL
LONG LEG VERTICAL
LIVE LOAD
INTERIOR
INFORMATION
JOINT
LENGTH
LONG
JOIST
INCHACI AMERICAN CONCRETE INSTITUTE
AMERICAN INSTITUTE FOR STEEL CONSTRUCTIONAISC
ALTERNATE STRESS DESIGNASD
AMERICAN WELDING SOCIETYAWS
CALIFORNIA BUILDING CODECBC
UNIFORM BUILDING CODEUBC
DSA DIVISION OF THE STATE ARCHITECT
DL DEAD LOAD
CP COMPLETE PENETRATION
CE
CIVIL ENGINEER
MINIMUM ULTIMATE COMPRESSIVE f'c
STRENGTH OF CONCRETE
STRENGTH OF MASONRY
MINIMUM ULTIMATE COMPRESSIVE f'm
LONG LEG HORIZONTALLLH
SC SLIP CRITICAL
SE STRUCTURAL ENGINEER
TN TOE NAIL
ICBO INTERNATIONAL CONFERENCE
OF BUILDING OFFICIALS
Fy SPECIFIED YIELD STRENGTH OF
REIFORCING, PSI OR SPECIFIED
MINIMUM YIELD STRESS OF STEEL, KSI
FLR FLOOR
INTERNATIONAL CODE COUNCILICC
APA THE ENGINEERED WOOD ASSOCIATION
DETAILDTL
CAMBERC
L
L
RS ROUGH SAWN
HEADERHDR
DIR DIRECTION
LSL LAMINATED STRAND VENEER
MAS MASONRY
PSF POUNDS PER SQUARE FOOT
PLF POUNDS PER LINEAR FOOT
RET RETURN
RETG RETAINING
BRKT BRACKET
LVL LAMINATED VENEER LUMBER
SCL STRUCTURAL COMPOSITE LUMBER
NHR NO HOLDOWN REQUIRED
IBC INTERNATIONAL BUILDING CODE
(N) NEW CONDITION
OSB ORIENTED STRAND BOARD
O/ OVER
BC BOTTOM CHORD
TC TOP CHORD
HK
HSB
HT
HORIZ
HOOK
HIGH STRENGTH BOLT (A325)
HEIGHT
HORIZONTAL
HOLLOW STRUCTURAL SECTIONHSS
SW SHEARWALL
T&B TOP AND BOTTOM
AMERICAN SOCIETY FOR TESTING & MATERIALSASTM
AMERICAN IRON AND STEEL INSTITUTEAISI
CRSI CONCRETE REINFORCING STEEL INSTITUTE
LRFD LOAD AND RESISTANCE
FACTOR DESIGN
NF NEAR FACE
NWC NORMAL WEIGHT CONCRETE
STRUCTURAL ABBREVIATIONS:
L (∠)
GLB GLU LAM BEAM
1. THE PRESUMPTIVE LOAD-BEARING VALUES ARE PER CBC TABLE 1806.2 WITH A "CLASS OF MATERIALS" TYPE 5:
A. VERTICAL FOUNDATION PRESSURE = 1,500 PSF DL + LL AND 2,000 PSF DL + LL + SHORT TERM FORCES.
B. LATERAL BEARING PRESSURE = 100 PSF/FT BELOW NATURAL GRADE.
C. LATERAL SLIDING RESISTANCE = 130 PSF COHESION TIMES THE SURFACE CONTACT AREA.
2. ALL SUBGRADE PREPERATION, SITEWORK, GRADING, UTILITY TRENCHING, ETC. SHALL BE DONE IN COMPLIANCE WITH THE CBC.
3. A GEOTECHNICAL ENGINEER HIRED BY THE OWNER SHALL INSPECT THE EXCAVATIONS AND FOUNDATIONS PER THE ABOVE AND THE CONSTRUCTION DOCUMENTS.
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SHORE AND BRACE AS REQUIRED. SEE SAFETY NOTES FOR ADDITIONAL INFORMATION.
5. ALL FOUNDATIONS ARE SHOWN AND DIMENSIONED AS BEING FORMED. FOUNDATIONS MAYBE PLACED IN NEAT EXCAVATIONS PROVIDED FOOTINGS ARE INCREASED 2" IN WIDTH, SEE TYPICAL EXCAVATION DETAIL.
6. EXCAVATIONS SHALL BE CLEANED OF ALL DEBRIS AND LOOSE SOIL. STANDING WATER SHALL BE REMOVED PRIOR TO CONCRETE PLACEMENT.
7. FOUNDATION DEPTHS INDICATED ON PLANS ARE MINIMUMS AND ARE FOR ESTIMATING PURPOSES.
FINAL DEPTHS OF FOOTINGS MAY CHANGE AT THE TIME OF EXCAVATION.
8. BOTTOMS OF ALL FOUNDATIONS SHALL BE LEVEL. CHANGES IN BOTTOM OF FOUNDATION ELEVATION SHALL BE MADE ACCORDING TO STEPPED FOOTING DETAILS.
9. FOOTINGS SHALL BE CENTERED UNDER WALLS AND/OR COLUMNS UNLESS OTHERWISE INDICATED ON DRAWINGS.
10. CONTRACTOR SHALL CHECK FOOTING FORMS TO VERIFY THAT THEY ARE SQUARE & PLUMB. THE
CONTRACTOR SHALL ALSO VERIFY THAT ALL INSERTS & EMBEDS ARE IN THEIR CORRECT LOCATION & ORIENTATION PRIOR TO PLACING CONCRETE.
11. NOTIFY THE STRUCTURAL ENGINEER 48 HOURS IN ADVANCE OF PLACING CONCRETE.
12. FOOTING DEPTHS SPECIFIED ARE FROM LOWEST ADJACENT SUBGRADE, UNLESS NOTED OTHERWISE.
FOUNDATIONS:
1. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90-06b LIGHTWEIGHT WITH MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2800 PSI ON AVERAGE NET AREA (F'm=2000 PSI).
2. MORTAR SHALL BE TYPE S CONFORMING TO ASTM C91 AND CBC 2103.2.
3. GROUT SHALL CONFORM TO CBC 2103.3 WITH 2000 PSI MINIMUM 28 DAY COMPRESSIVE STRENGTH.
4. REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 350.
5. LAP ALL BARS 48 BAR DIAMETERS MINIMUM.
6. BEFORE MASONRY IS PLACED ON CONCRETE, THOROUGHLY CLEAN CONCRETE OF ALL LAITANCE AND ALL LOOSE MATERIAL. CONCRETE SHALL BE ROUGHENED BY CHIPPING THE ENTIRE SURFACE, SANDBLASTING, OR HOSING THE SURFACE 4 TO 6 HOURS AFTER THE POUR WITH A FINE SPRAY.
7. CONCRETE MASONRY UNIT AND SOLID SHELL HOLLOW BRICK UNITS SHALL BE BUILT TO PRESERVE THE UNOBSTRUCTED CONTINUITY OF THE VERTICAL CELLS. WALLS AND CROSS WEBS FORMING SUCH CELLS SHALL BE FULLY BEDDED IN MORTAR. ALL HEAD OR END JOINTS SHALL BE SOLIDLY FILLED
WITH MORTAR FOR A DISTANCE
12" IN FROM THE FACE OF THE WALL OR UNITS NOR LESS THAN THE THICKNESS OF THE LONGITUDINAL FACE SHELLS.
8. VERTICAL CELLS SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR UNOBSTRUCTED CONTINUOUS VERTICAL CELL MEASURING NOT LESS THAN 3"x3".
9. CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOMS OF ALL CELLS TO BE FILLED AT EACH LIFT OR POUR OF GROUT WHERE SUCH LIFT OR POUR OF GROUT IS IN EXCESS OF 4'-0" IN HEIGHT.
ANY OVERHANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM INSIDE OF SUCH CELLS. THE CLEANOUTS SHALL BE SEALED AFTER INSPECTION AND BEFORE GROUTING.
10. VERTICAL REINFORCING SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS.
11. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED STOPPING THE POUR 1-1/2 INCHES BELOW THE TOP OF THE UPPERMOST UNIT.
12. PLACE ALL HORIZONTAL BARS IN BOND BEAM UNITS. WHEN 2 BARS ARE USED, STAGGER LAPS 6'-0" MIN.
13. PROVIDE DOWEL TO FOUNDATION OF EQUAL DIAMETER AND 48 BAR DIAMETER LAP AT EACH VERTICAL BAR IN WALLS. DOWELS TO BE STRAIGHT AND PLUMB.
14. ALL CELLS SHALL BE GROUTED SOLID.
15. ALL CONCRETE MASONRY UNITS SHALL BE OPEN END BOND BEAM UNITS.
16. SPECIAL INSPECTION REQUIRED ON ALL MASONRY WALLS.
17. ALL BOLTS SHALL BE GROUTED IN PLACE WITH AT LEAST 1 INCH OF GROUT BETWEEN THE BOLT AND THE MASONRY. BOLTS SHALL BE HEADED.
18. CONCRETE MASONRY UNITS SHALL BE PLACED WITH COMMON BOND.
19. CONSTRUCTION SHALL COMPLY WITH CBC 2104.5.
20. ALL HORIZONTAL BARS SHALL HAVE STANDARD BENDS AT THE ENDS.
21. VERTICAL CONTROL JOINTS SHALL BE SPACED AT 25'-0" MAXIMUM AND AS SHOWN ON THE CONSTRUCTION DOCUMENTS.
22. CONTRACTOR MAY CONSTRUCT MASONRY WALLS USING THE HIGH LIFT METHOD. CONSTRUCTION SHALL FULLY COMPLY WITH CBC 2104.1, CONCRETE MASONRY HIGH LIFT GROUTING METHOD:
2022 CBC. THE HIGH LIFT METHOD SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND ACCEPTANCE PRIOR TO ANY CONSTRUCTION TAKING PLACE.
MASONRY NOTES:
1. CONCRETE CONSTRUCTION SHALL CONFORM TO TITLE 24, AND THE CODE, PER GENERAL NOTES.
2. CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ASTM C94 AND ACI STANDARD 304. IN ADDITION, MAXIMUM FREE FALL OF CONCRETE SHALL BE 4'-0".
3. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY SUITABLE MEANS DURING PLACEMENT
AND SHALL BE THOROUGHLY WORKED AROUND REINFORCEMENT AND EMBEDDED FIXTURES AND INTO CORNERS OF FORMS.
4. THE MINIMUM 28 DAY STRENGTH SHALL BE PER MIX DESIGN SCHEDULE.
5. CEMENT SHALL CONFORM TO ASTM C150, TYPE I OR II.
6. FLY ASH SHALL CONFORM TO ASTM 618, CLASS N OR F.
7. CONCRETE AGGREGATES: NATURAL SAND AND ROCK AGGREGATES SHALL CONFORM TO ASTM C33.
8. MINERAL ADMIXTURES SHALL COMPLY WITH ASTM C618.
9. LIQUID ADMIXTURES SHALL COMPLY WITH THE FOLLOWING:
A. WATER REDUCERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM C494 TYPE A B. MID-RANGE WATER REDUCERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM C494 TYPE A & F C. NON-CHLORIDE ACCELERATORS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM C494 TYPE C OR C & E D. RETARDING ADMIXTURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM C494 TYPE B OR B & D
10. GENERAL:
A. NO PIPES OR DUCT SHALL BE PLACED IN CONCRETE SLABS OR WALLS UNLESS SPECIFICALLY DETAILED.
B. REFER TO ARCHITECTURAL, STRUCTURAL, AND MECHANICAL DRAWINGS FOR ALL MOULDS, GROOVES, ORNAMENTS, CLIPS, ETC. TO BE CAST IN CONCRETE.
11. ALL CONSTRUCTION JOINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 318-19 SECTION
26.5.6 AND THE TYPICAL CONSTRUCTION JOINT DETAILS SHOWN ON THE STRUCTURAL DRAWINGS.
ALL SURFACES OF CONSTRUCTION JOINTS SHALL BE CLEANED TO REMOVE DUST, CHIPS, OR OTHER FOREIGN MATTER PRIOR TO PLACING THE ADJACENT CONCRETE. THE CONTRACTOR SHALL SUBMIT
THE PROPOSED LOCATIONS OF CONSTRUCTION JOINTS TO THE ENGINEER FOR REVIEW BY THE STRUCTURAL ENGINEER BEFORE STARTING CONSTRUCTION.
12. MAXIMUM SPACING OF CONSTRUCTION OR CONTROL JOINTS FOR A REINFORCED SLAB ON GRADE SHALL BE 20 FEET.
13. REMOVE ALL DEBRIS AND EXCESS WATER FROM THE FORMS BEFORE PLACING ANY CONCRETE.
14. REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC. TO BE EMBEDDED IN CONCRETE SHALL BE
SECURELY POSITIONED AND FREE OF EXCESSIVE SCALE, RUST, DIRT, GREASE, OIL OR ANY OTHER SUBSTANCES THAT WILL IMPAIR BOND WITH CONCRETE. OBTAIN APPROVAL OF ALL AFFECTED TRADES PRIOR TO PLACING CONCRETE.
15. WALLS SHALL BE PLACED IN HORIZONTAL LAYERS OF 2'-0" MAXIMUM DEPTH.
16. CONCRETE IN WALLS, PIERS OR COLUMNS SHALL SET AT LEAST 2 HOURS BEFORE PLACING CONCRETE IN BEAMS, SPANDRELS OR SLABS SUPPORTED THEREON.
17. NO WOOD SPREADERS ALLOWED. NO WOOD STAKES ALLOWED IN AREAS TO BE CONCRETED.
18. CONTRACTOR SHALL PREPARE AND SUBMIT CONCRETE MIX DESIGNS TO THE ARCHITECT/ ENGINEER OF RECORD FOR REVIEW PRIOR TO PLACEMENT OF ANY CONCRETE. CONCRETE MIX DESIGNS SHALL COMPLY WITH ACI 318-19 SECTION CHAPTER 5. CALCIUM CHLORIDE OR ADMIXTURES WHICH ADD CHLORIDES ARE NOT PERMITTED.
19. NOTIFY THE ENGINEER OF RECORD & TESTING LABORATORY (AND BUILDING OFFICIAL WHEN REQUIRED) 2 BUSINESS DAYS PRIOR TO PLACING CONCRETE.
20. CAST-IN-PLACE CONCRETE (NON-PRESTRESSED). THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . . . . . . . . 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER:
NO. 6 THROUGH NO. 18 BAR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2" NO. 5 BAR, W31 OR D31 WIRE, AND SMALLER . . . . . . . . . . . . . . . . . . . . . 1 1/2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
SLABS, WALLS, JOISTS:
NO. 14 AND NO. 18 BAR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1/2" NO. 11 BAR AND SMALLER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3/4" BEAMS, COLUMNS:
PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS . . . . . . . . . . . . . 1 1/2" D. CONCRETE TILT-UP PANELS CAST AGAINST A RIGID HORIZONTAL SURFACE, SUCH AS A CONCRETE SLAB, EXPOSED TO THE WEATHER:
NO. 8 AND SMALLER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1" NO. 9 THROUGH NO. 18 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2"
21. REINFORCING BARS, SPLICES & DOWELS:
A. ALL BARS SHALL HAVE A CLASS B MINIMUM SPLICE LAP, UNO. SEE REBAR LAP SCHEDULE.
B. SPLICES IN ADJACENT BARS SHALL BE NOT LESS THAN 5'-0" APART.
C. DOWEL ALL VERTICAL REINFORCING IN WALLS AND COLUMNS FROM FOUNDATION WITH THE SAME SIZE REINFORCING.
D. SPLICE CONTINUOUS BARS IN SPANDRELS, GRADE BEAMS, WALL BEAMS, ETC. AS FOLLOWS:
TOP BARS AT MIDSPAN, BOTTOM BARS AT CENTERLINE SUPPORT UNO.
22. HORIZONTAL WALL REINFORCING IN DOUBLE LAYER WALLS SHALL BE STAGGERED. USE #2
SPREADERS APPROXIMATELY EVERY THIRD INTERSECTION EACH DIRECTION FOR ALL DOUBLE LAYER WALLS.
23. MINIMUM WALL REINFORCING SHALL BE:
WALL THICKNESS SINGLE LAYER DOUBLE LAYER
7" OR LESS . . . . . . . . . . . . . . . #4 @ 12" OC EA WAY - 8" . . . . . . . . . . . . . . . . . . . . . . . #4 @ 10" OC EA WAY - 9" & 10" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . #4 @ 16" OC EA WAY 11" & 12" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . #4 @ 12" OC EA WAY
24. REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 315.
25. FOR REINFORCING STEEL REQUIREMENTS REFER TO REINFORCING STEEL NOTES.
26. FINAL PRODUCT AS INDICATED ON DRAWINGS SHALL COMPLY WITH THE FOLLOWING:
A. ALL CONCRETE SHALL HAVE A "CLASS B" FINISH PER ACI 347 WITH GRADUAL IRREGULARITIES LIMITED TO 1/4" IN 10'-0" AS MEASURED WITH A STRAIGHT EDGE.
B. SURFACE IRREGULARITIES ATTRIBUTABLE TO PLACEMENT AND CONSOLIDATION DEFICIENCIES AS DEFINED IN ACE 309.2R (E.G., BUG HOLES, HONEYCOMB, ETC.) WILL BE REVIEWED BY THE ARCHITECT AND ENGINEER. UNSATISFACTORY WORK SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
C. GRADUAL SURFACE IRREGULARITIES SHALL NOT BE CUMULATIVE.
CONCRETE:
FOOTNOTES:
1. ADD WATER REDUCING ADMIXTURES PER SPECIFICATIONS FOR PLACING.
2. FOR HOT WEATHER CONCRETING REFER TO ACI 305R.
3. FOR COLD WEATHER CONCRETING REFER TO ACI 306R.
4. OTHER ADMIXTURES SHALL BE REVIEWED BY THE ENGINEER OF RECORD AND TESTING LABORATORY UPON CONCRETE MIX DESIGN SUBMITTAL.
5. SLUMPS SHALL NOT EXCEED 8" +/- 1 1/2" WHEN USING MID-RANGE WATER REDUCERS.
6. ADDITIONAL WATER SHALL NOT BE ADDED TO THE CONCRETE ONCE THE TRUCK LEAVES THE BATCH PLANT.
GRADE
METAL DECK
FOUNDATIONS
SLAB ON
WALLS
SITE
SLAB OVER
USE CLASS
B
E
F
C
D
-
TYPE
A
MIX DESIGN SCHEDULE:
6"±1"
4"±1"
4"±1"
1"± 1/4"1453000
-
-
-
2500 1"± 1/4"145
-
-
-
-
-
-
145
WEIGHT
CONCRETE
UNIT
(PCF)
3000 1"± 1/4""
SIZE (IN)
AGGREGATE
MAX
0.50 -
-
-
0.57 -
-
-
25% MAX
-
25% MAX
-
0 REPLACEMENT
MAX WATER
TO CEMENT
RATIO (%)
0.50 25% MAX
FLY ASH
STRENGTH
"f'c" MIN
@ 28 DAYS
(PSI)
MAX(5)
SLUMP
(IN) (%)
6 S0.1
STRUCTURAL NOTES
For Council Approval
Not for Bidding
MSEi JOB#: 23-004916.365.4740
FOLSOM, CA 95630
1843 IRON POINT ROAD, SUITE 100
5-25-2023
TSEAP
STATE
RED
REGST I
HCI M
E
RUT
CUR
NIA
R
AC
OF
LIFO
L
GUOD
E
L EKBA
No. S4721
LAA
RNIG EE
N
A
S
ROFE
SION
R
S
L
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
04.28.23 INITIAL SUBMITTAL
Standard Comfort
22-095
Roseville, CA
Station #2
05.26.23 PLAN REVIEW 11
1. REINFORCING SHALL CONFORM TO ASTM A615 - GRADE 60 UNO.
2. NO REINFORCING BARS ARE TO BE WELDED UNLESS SPECIFICALLY DETAILED IN CONTRACT DOCUMENTS. ALL BARS SO DETAILED TO BE WELDED SHALL BE ASTM A706 BARS.
3. ALL REBAR TO BE WELDED SHALL BE CONTINUOUSLY INSPECTED BY A QUALIFIED TESTING LABORATORY. CONTRACTOR MUST FURNISH TO THE LABORATORY MILL CERTIFICATES SHOWING CHEMICAL ANALYSIS. ALL PREHEATING AND WELDING SHALL BE DONE BY WELDERS CERTIFIED TO WELD REINFORCING BARS IN ACCORDANCE WITH AWS D1.4 STANDARDS (LATEST EDITION).
4. E80xx ELECTRODE SHALL BE USED FOR ALL REBAR WELDING.
5. TACK WELDING TO REBAR IS STRICTLY PROHIBITED.
6. WIRE FABRIC SHALL CONFORM TO ASTM A185. WELDED WIRE FABRIC SHALL BE LAP SPLICED TWO SQUARES MIN EACH DIRECTION.
7. REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC. TO BE EMBEDDED IN CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING CONCRETE OR GROUTING MASONRY. OBTAIN APPROVAL OF ALL AFFECTED TRADES PRIOR TO PLACING CONCRETE OR GROUTING MASONRY.
8. DRILL THROUGH STEEL COLUMNS AND BEAMS TO PASS CONTINUOUS REINFORCING (1"Ø MAX) UNO.
9. CONTRACTOR SHALL PROVIDE AN ALLOWANCE OF 2% OF THE BID FOR ALL REINFORCING STEEL TO BE USED AT THE DISCRETION OF THE STRUCTURAL ENGINEER. UNUSED AMOUNT TO REVERT TO THE OWNER UPON COMPLETION OF THE JOB.
REBAR LAP SCHEDULE:
FOOTNOTES:
1. LAP SPLICE LENGTHS ARE FOR GRADE 60 UNCOATED REINFORCING BARS.
2. LAP SPLICE LENGTHS ARE FOR NORMAL WEIGHT CONCRETE. FOR LIGHTWEIGHT AGGREGATE CONCRETE, (WT = 110 PCF) INCREASE LAP SPLICE BY 30%.
3. LAP SPLICE LENGTHS ARE FOR CLASS B LAPS = 1.3 ld.
4. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF FRESH CONCRETE CAST BELOW THE BARS.
5. ADJUST LAP SPLICE LENGTHS AS FOLLOWS:
5.A. FOR BARS AT BEAMS AND COLUMNS WITH COVER LESS THAN 1 BAR DIAMETER OR WITH CLEAR SPACING LESS THAN 2 BAR DIAMETERS, INCREASE LAP SPLICE BY 50%.
5.B. FOR BARS AT ALL OTHER CONDITIONS WITH COVER LESS THAN 1 BAR DIAMETER OR WITH CLEAR SPACING LESS THAN 3 BAR DIAMETERS, INCREASE LAP SPLICE BY 50%.
6. ALL LAP SPLICES SHALL BE CLASS B, UNO
#3
TOP BARS
(IN)
OTHER
BARS (IN)
f'c=2500 PSI f'c=3000 PSI f'c=3500 PSI f'c=4000 PSI
TOP BARS
(IN)
OTHER
BARS (IN)
TOP BARS
(IN)
OTHER
BARS (IN)
TOP BARS
(IN)
OTHER
BARS (IN)
#4
#5
#6
#7
#8
#9
#10
#11
25 33
41 49
89 102
114
127
140
BAR
SIZE
19 25
32 38
69 78
88 98
108
23 30
37 45
81 93
105
116
128
18 23
29 35
63 72
81 89
98 21
28 35
42 75
86 97
108
118
16 22
27 32
58 66
75 83
91 20
26 33
39 71
81 91
101
111
15 20
25 30
54 62
70 78
85 REINFORCING STEEL:WOOD NOTES:
3"x3"x1/4"
3"x3"x5/16"
5"x5"x1/2"
3"x3"x1/4"
(3) 1/2"x3 1/2"x3/8"
(3) 3/4"x3 3/4"x3/8"
3"Øx7/16"
4"Øx1/2"
5"Øx5/8"
3/4" (2" OD)
7/8" (2 1/4" OD)
1/2"Ø
5/8"Ø
3/4"Ø
1"Ø
1 1/4"Ø
1/2"Ø
5/8"Ø
7/8"Ø
(2) 1/2"Øx1/4"
(2) 3/4"Øx5/16"
(3) 1/2"Øx7/16" (1) 3/8" (3" OD)
(1) 1/2" (3 1/4" OD)
7/8"Ø
1"Ø
CONTINUOUS BLOCKING
3/4"Ø 1" (2 1/2" OD)
1. ALL STRUCTURAL WOOD SHALL CONFORM WITH THE FOLLOWING SPECIFICATIONS:
A. DOUGLAS FIR- COAST REGION . . . . . . . . . . . . . . . . WEST COAST LUMBER INSPECTION BUREAU GRADING RULES #17.
B. REDWOOD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CALIFORNIA REDWOOD ASSOCIATION GRADING RULES, 2000 EDITION.
C. GLUED LAMINATED BEAMS . . . . . . . . . . . . . . . . . . . STANDARD SPECIFICATION FOR STRUCTURAL GLUE LAMINATED TIMBER, AITC 117.
D. SHEATHING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . APA VOLUNTARY PRODUCT STANDARD PS 2-10 FOR WOOD BASED STRUCTURAL-USE PANELS.
E. ENGINEERED LUMBER . . . . . . . . . . . . . . . . . . . . . . . WEYERHAEUSER MICROLLAM LAMINATED VENEER LUMBER (LVL), ICC ESR-1387
. . . . . . . . . . . . . . . . . . . . . . . . WEYERHAEUSER PARALLAM (PSL), ICC ESR-1387
2. MINIMUM GRADES SHALL BE:
A. STRUCTURAL FRAMING . . . . . . . . . . . . . . . . . . . . . POSTS, HEADERS, BEAMS, ROOF RAFTERS AND STUDS DF #1, ALL OTHER DF #2 UNO
. . . . . . . . . . . . . . . . . . . . . CEILING JOISTS DF #2 & BLOCKING DF #2 . . . . . . . . . . . . . . . . . . . . . ALL MEMBERS TO BE FREE OF HEART CENTER.
TYP. UNO
B. GLUED LAMINATED MEMBERS. . . . . . . . . . . . . . . . . COMBINATION 24F-V4 FOR SIMPLE SPANS COMBINATION 24F-V8 FOR CANTILEVERS AND
CONTINUOUS CONDITIONS.
C. STRUCTURAL SHEATHING . . . . . . . . . . . . . . . . . . . . WALL SHEATHING: 15/32" APA RATED SHEATHING EXP 1 (UNO), 5 PLY 32/16. OSB
D. ROOF SHEATHING: . . . . . . . . . . . . . . . . . . . . . . . . . . 19/32" APA RATED SHEATHING EXP 1, UNO, 5-PLY 40/20 OSB
E. FLOOR SHEATHING: . . . . . . . . . . . . . . . . . . . . . . . . . 23/32" APA RATED STURD-I-FLOOR EXP 1, UNO, 5-PLY 48/24 TONGUE AND GROOVE OSB
F. LVL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
SHALL MEET THE FOLLOWING STRUCTURAL PROPERTIES:
Fb = 2600 PSI
Fv = 285 PSI
E = 1.9E6 PSI
G. PSL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
SHALL MEET THE FOLLOWING STRUCTURAL PROPERTIES:
Fb = 2900 PSI
Fv = 290 PSI
E = 2.0E6 PSI
3. WALLS SHALL HAVE DOUBLE TOP PLATES, LAPPED AT WALL AND PARTITION INTERSECTION WITH 3-16d NAILS. SPLICE UPPER AND LOWER PLATES AS SHOWN IN TYPICAL WALL FRAMING DETAIL.
4. PROVIDE SOLID BLOCKING BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS & AT 12' OC.
5. WHEN TOP PLATES ARE NOTCHED OR BORED- SEE TYPICAL DETAIL.
6. HOLES FOR BOLTS IN WOOD SHALL BE BORED WITH A BIT OF THE SAME NOMINAL DIAMETER AS THE BOLT + 1/16".
7. LEAD HOLES FOR LAG SCREWS LOADED LATERALLY AND IN WITHDRAWAL SHALL BE BORED AS FOLLOWS TO AVOID SPLITTING OF THE WOOD MEMBER DURING CONNECTION FABRICATION:
A. THE CLEARANCE HOLE THE SHANK SHALL HAVE THE SAME DIAMETER AS THE SHANK, AND THE SAME DEPTH PENETRATION AS THE LENGTH OF UNTHREADED SHANK.
B. THE LEAD HOLE FOR THE THREADED PROTION SHALL HAVE A DIAMETER EQUAL TO 65% TO 85% OF THE SHANK DIAMETER IN WOOD WITH G > 0.6, 60% TO 75% IN WOOD WITH 0.5 < G < 0.6, AND 40% TO
70% IN WOOD WITH G < 0.5 AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE LARGER PERCENTILE IN EACH RANGE SHALL APPLY TO LAG SCREWS OF GREATER DIAMETERS.
8. LAG SCREWS AND WOOD SCREWS SHALL BE SCREWED AND NOT DRIVEN INTO PLACE.
9. ALL BOLTS AND LAG SCREWS SHALL BE PROVIDED WITH METAL WASHERS UNDER HEADS AND NUTS WHICH BEAR ON WOOD. APPLIES ALSO TO EXPANSION AND EPOXY ANCHORS.
10. ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED AT TIME OF INSTALLATION AND RE-TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB.
11. INSTALL ALL STRUCTURAL PLYWOOD ON ROOF AND FLOORS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS.
12. CROSS BRIDGING BETWEEN JOISTS OR RAFTERS- SEE FRAMING PLANS AND TYPICAL DETAIL.
13. JOISTS UNDER AND PARALLEL TO NON-BEARING PARTITIONS SHALL BE DOUBLED AND NAILED TOGETHER.
14. WHERE FRAMING HANGERS ARE REQUIRED AND ARE NOT SHOWN ON SECTIONS, DETAILS OR PLANS THE FOLLOWING SIMPSON HANGERS SHALL BE USED. SLOPE, SKEW, TURN IN FLANGES AND PROVIDE TOP FLANGE HANGERS AS REQUIRED.h
H. 2X & 3X MEMBERS . . . . . . . . . . . . . . . . . . . . . . . . . . . U HANGERS I. 4X MEMBERS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HU HANGERS J. 6X MEMBERS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HUTF HANGERS K. I-JOIST MEMBERS. . . . . . . . . . . . . . . . . . . . . . . . . . . . MIT HANGERS L. GLU LAM MEMBERS. . . . . . . . . . . . . . . . . . . . . . . . . . LEG HANGERS
15. ALL METAL HARDWARE SHALL BE MANUFACTURED BY SIMPSON STRONG TIE COMPANY, OR APPROVED EQUAL. ALL ITEMS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
16. WOOD SYMBOLS:
17. PROVIDE PLYWOOD EDGE NAILING AROUND ALL OPENINGS AND BLOCK ALL UNSUPPORTED PLYWOOD EDGES.
18. UPSET THREADS ON SILL BOLTS ARE NOT ALLOWED.
19. ALL FRAMING LUMBER SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19% AT THE TIME OF INSTALLATION AND SHALL BE AT 19% MAXIMUM MOISTURE CONTENT (VERIFIED BY INSPECTOR OF
RECORD) BEFORE BEING ENCLOSED BY INSULATION, GYPBOARD, OR OTHER SURROUNDING ARCHITECTURAL MATERIALS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROVIDE LUMBER MEETING THESE CRITERIA.
20. BOLTS ARE NOT TO BE INSTALLED IN LUMBER OVER 19% MOISTURE CONTENT.
21. EDGE NAILING OF STRUCTURAL WALL SHEATHING TO THE SILL PLATE SHALL NOT OCCUR UNTIL ROOF FRAMING AND SHEATHING IS COMPLETE.
22. ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED.
23. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.
MALLEABLE IRON
WASHERBOLT-DIA STEEL WASHER CARRIAGE
BOLT-DIA
WROUGHT IRON
WASHER
1 1. ALL NAILS FOR STRUCTURAL WORK SHALL BE COMMON STEEL WIRE NAILS. HOLES SHALL BE PRE-DRILLED WHERE NECESSARY TO PREVENT SPLITTING. NAILING NOT NOTED IN SCHEDULE OR ON DRAWINGS SHALL BE A MINIMUM OF TWO NAILS AT EACH CONTACT: 8d FOR 1x MATERIAL AND 16d FOR 2x MATERIAL.
2. NAILS AND SPIKES USED IN WET OR EXTERIOR LOCATIONS SHALL BE HOT-DIPPED ZINC COATED GALVANIZED STEEL PER CBC SECTION 2304.10.6.1.
3. FASTENERS FOR PRESSURE - PRESERVATIVE TREATED AND FIRE RETARDANT TREATED LUMBER SHALL BE HOT-DIPPED ZINC COATED GALVANIZED STEEL PER CBC SECTION 2304.10.6.3 AND 2304.10.6.4.
4. PNEUMATIC FASTENERS INSTALLED IN SIMPSON HARDWARE SHALL BE APPROVED BY SIMPSON AND SEOR PRIOR TO INSTALLATION.
5. PNEUMATIC FASTENERS TO BE INSTALLED INTO PLYWOOD SHEATHING SHALL BE SEOR APPROVED AND SHALL FALL WITHIN THE 10% TOLERANCE LIMIT FOR HAND DRIVEN NAILS PER ASTM F1667 FOR HEAD DIAMETER. ALL NAIL HEADS TO BE FULL ROUND HEADS.
6. MINIMUM NAIL DIMENSIONS:NAIL
8d
10d
16d
20d
SHANK DIAMETER
.131"
.148"
.162"
.192"
HEAD DIAMETER
.281"
.312"
.344"
.406"
LENGTH
2 1/2"
3"
3 1/2"
4"
NAILING NOTES & SCHEDULE:
DESCRIPTION OF
BUILDING ELEMENTS:
1. BLKG BTWN CEILING JSTS, RAFTERS OR
TRUSSES TO TOP PL OR OTHER FRMG BLW
NUMBER & TYPE OF FASTNER:
(3) 8d COMMON (2 1/2"x0.131"); OR
(3) 3"x0.131" NAILS
SPACING & LOCATION:
EACH END, TOENAIL
BLKG BTWN RAFTERS OR TRUSS NOT AT
THE WALL TOP PL, TO RAFTER OR TRUSS
(2) 8d COMMON (2 1/2"x0.131"); OR
(2) 3"x0.131" NAILS
EACH END, TOENAIL(2) 16d COMMON (3 1/2"x0.162"); OR
(3) 3"x0.131" NAILS
END NAILFLAT BLKG TO TRUSS & WEB FILLER 16d COMMON (3 1/2"x0.162") @ 6" OC; OR 3"x0.131" NAILS @ 6" OC
FACE NAIL
ROOF:
2. CEILING JSTS TO TOP PL (3) 8d COMMON (2 1/2"x0.131"); OR (3) 3"x0.131" NAILS
EACH JOIST, TOENAIL
3. CEILING JST NOT ATTACHED TO PARALLEL
RAFTER, LAPS O/ PARTITIONS (NO THRUST)
(SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1)
(3) 16d COMMON (3 1/2"x0.162"); OR
(4) 3"x0.131" NAILS
FACE NAIL
4. CEILING JST ATTACHED TO PARALLEL
RAFTER (HEEL JOINT) (SEE SECTION
2308.7.3.1, TABLE 2308.7.3.1)
PER TABLE 2308.7.3.1 FACE NAIL
5. COLLAR TIE TO RAFTER (3) 10d COMMON (3"x0.148"); OR
(4) 3"x0.131" NAILS
FACE NAIL
6. RAFTER OR ROOF TRUSS TO TOP PL (SEE
SECTION 2308.7.5, TABLE 2308.7.5)
(3) 10d COMMON (3"x0.148"); OR
(4) 3"x0.131" NAILS
TOENAIL
c
7. ROOF RAFTERS TO RIDGE VALLEY OR HIP
RAFTERS; OR ROOF RAFTER TO 2-INCH
RIDGE BEAM
(2) 16d COMMON (3 1/2"x0.162"); OR
(3) 3"x0.131" NAILS
END NAIL
(3) 10d COMMON (3 1/2"x0.148"); OR
(4) 3"x0.131" NAILS
TOENAIL
8. STUD TO STUD (NOT AT BRACED WALL
PANELS)
16d COMMON (3 1/2"x0.162"); OR 24" OC FACE NAIL
9. STUD TO STUD & ABUTTING STUDS AT
INTERSECTING WALL CORNERS (AT
BRACED WALL PANELS)
16d COMMON (3 1/2"x0.162"); OR 16" OC FACE NAIL3"x0.131" NAILS 12" OC FACE NAIL 3"x0.131" NAILS 16" OC FACE NAIL
10.BUILT-UP HEADER (2" TO 2" HEADER) 16d COMMON (3 1/2"x0.162") 16" OC EACH EDGE,
FACE NAIL
WALL:
11.CONT HEADER TO STUD (4) 8d COMMON (2 1/2"x0.131") TOENAIL
12.TOP PL TO TOP PL 16d COMMON (3 1/2"x0.162"); OR 16" OC FACE NAIL 3"x0.131" NAILS 12" OC FACE NAIL
13.TOP PL TO TOP PL, AT END JOINTS (8) 16d COMMON (3 1/2"x0.162"); OR (12) 3"x0.131" NAILS
ES OF END JOINT,
FACE NAIL (MIN 24"
LAP SPLICE LENGTH
ES OF END JOINT)
14. BOTTOM PL TO JOIST, RIM JOIST, BAND
JOIST OR BLOCKING (NOT AT BRACED
WALL PANELS)
16d COMMON (3 1/2"x0.162"); OR 16" OC FACE NAIL
3"x0.131" NAILS 12" OC FACE NAIL
(4) 8d COMMON (2 1/2"x0.131"); OR
(4) 3"x 0.131" NAILS
(2) 16d COMMON (3 1/2"x0.162"); OR
(3) 3"x 0.131" NAILS
(2) 16d COMMON (3 1/2"x0.162"); OR
(3) 3"x0.131" NAILS
END NAIL
18. TOP PL'S, LAPS AT CORNERS &
INTERSECTIONS
(2) 16d COMMON (3 1/2"x0.162"); OR
(3) 3"x0.131" NAILS
FACE NAIL
19. 1" BRACE TO EACH STUD & PL (2) 8d COMMON (2 1/2"x0.131"); OR (2) 3"x0.131" NAILS
FACE NAIL
20. 1"x6" SHEATHING TO EACH BEARING (2) 8d COMMON (2 1/2"x0.131") FACE NAIL
21. 1"x8" & WIDER SHEATHING TO EACH
BEARING
(3) 8d COMMON (2 1/2"x0.131") FACE NAIL
FLOOR:
22. JOIST TO SILL, TOP PL, OR GIRDER (3) 8d COMMON (2 1/2"x0.131"); OR (3) 3"x0.131" NAILS
TOENAIL
23. RIM JOIST, BAND JOIST, OR BLOCKING TO
TOP PL, SILL OR OTHER FRAMING BELOW
6" OC TOENAIL
24. 1"x6" SUBFLOOR OR LESS TO EACH JOIST (2) 8d COMMON (2 1/2"x0.131") FACE NAIL (2) 16d COMMON (3 1/2"x0.162") FACE NAIL25. 2" SUBFLOOR TO JOIST OR GIRDER (2) 16d COMMON (3 1/2"x0.162") EACH BEARING, FACE
NAIL
26. 2" PLANKS (PLANK & BEAM - FLOOR &
ROOF)
27. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER
LAYERS
20d COMMON (4"x0.192") 32" OC FACE NAILS AT
T&B STAGGERED ON
OPPOSITE SIDES
10d BOX (3"x0.128"); OR
3"x 0.131" NAILS
24" OC FACE NAILS AT
T&B STAGGERED ON
OPPOSITE SIDE
ENDS AND AT EACH
SPLICE, FACE NAIL
AND:
(2) 20d COMMON (4"x0.192"); OR
(3) 3"x 0.131" NAILS
28. LEDGER STRIP SUPPORTING JOISTS OR
RAFTERS
(3) 16d COMMON (3 1/2"x0.162"); OR
(4) 3"x0.131" NAILS
EACH JOIST OR
RAFTER, FACE NAIL
29. JOIST TO BAND JOIST OR RIM JOIST (3) 16d COMMON (3 1/2"x0.162"); OR (4) 3"x0.131" NAILS
END NAIL
30. BRIDGING OR BLOCKING TO JOIST, RAFTER
OR TRUSS
(2) 8d COMMON (2 1/2"x0.131"); OR
(2) 3"x 0.131" NAILS
EACH END, TOENAIL
31. 3/8" - 1/2" 6d COMMON OR DEFORMED
(2"x0.113") (SUBFLOOR AND WALL)
2 3/8"x0.113" NAILS (SUBFLOOR AND
WALL)
2 3/8"x0.113" NAILS (ROOF)
32. 19/32" - 3/4" 8d COMMON (21/2"x0.131"); OR
2 3/8"x0.113" NAILS
10d COMMON (3"x0.148")33. 7/8" - 1 1/4"
8d COMMON (21/2"x0.131")
8d COMMON (21/2"x0.131")
10d COMMON (3"x0.148")
36. 3/4" AND LESS
37. 7/8" - 1"
38. 1 1/8" - 1 1/4"
15.BOTTOM PL TO JOIST, RIM JOIST, BAND
JOIST OR BLOCKING (AT BRACED WALL
PANELS)
(2) 16d COMMON (3 1/2"x0.162"); OR
(4) 3"x0.131" NAILS
16" OC FACE NAIL
16. STUD TO TOP OR BOTTOM PL
END NAIL
TOENAIL
17. TOP OR BOTTOM PL TO STUD
8d COMMON (2 1/2"x0.131"); OR
3"x0.131" NAILS
(REFERENCE CBC TABLE 2304.10.2)
MINIMUM NAILING SCHEDULE (UNO):
WOOD STRUCTURAL PANELS (WSP), SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMINGa EDGES
(INCHES)
INTER-
MEDIATE
SUPPORTS
(INCHES)
6 12
6 12
4 8
4 8
6 12
6 12
WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 6 12
6 12
6 12
NOTES:
1. ALL SECTIONS AND TABLES NOTED ABOVE REFERENCE CBC, UNO.
FOOTNOTES:
c.
S0.2
STRUCTURAL NOTES
For Council Approval
Not for Bidding
NTS
STANDARD REBAR HOOKS AND BENDS
d
d
TYPCIAL BEND TYPCIAL END HOOKS TYPCIAL TIE STIRRUP
d
D
D
180°
D
4 x d OR
2 1/2" MIN 90°
135°
12 X d
#3 - #5 = 6 x d
#6 - #8 = 12 x d
6 x dOR 3" MIN
1. D= DIAMETER OF BEND.
2. d= DIAMETER OF REBAR.
3. ALL HOOKS SHALL BE 90° OR 180° STANDARD
HOOKS UNLESS OTHERWISE SHOWN OR NOTED.
NOTES:
REBAR
MINIMUM BEND DIAMETER:
BEND & END HOOKS
#3 - #8
#9 - #11
#14 & #18
D
6 x d
8 x d
10 x d
REBAR
MIN BEND DIAMETER:
TIES & STIRRUPS
#3 - #5
#6 - #8
D
4 x d
6 x d
NTS
TYPICAL CORNER REINFORCING
12d
12" MIN
12d
12" MIN
SINGLE LAYER BARS
40d
12d
12" MIN
12d
12" MIN
40d
DOUBLE LAYER BARS
40d
12d
12" MIN
48d LAP, TYP @ SPLICE
12d
12" MIN
12d
12" MIN
12d
12" MIN
CORNER BARS MAY BE USED
IN LIEU OF CORNER BEND
#4 VERT MIN, TYP
8"
8"
SOG
#4 CONT
NTS
EDGE OF SLAB
NTS
TYPICAL FOOTING EXCAVATION
2x12 1x8 2x12
FTG WIDTH
(+2" @ NEAT
EXCAVATION)
NTS
FOOTING CONSTRUCTION JOINT
LAP
TYP UNO
1st POUR 2nd POUR
FTG STEM WALL
CURB
WHERE OCCURS
3" 3"
TYP LONGITUDINAL REINF
VERT REINF WHERE OCCURSADD TIE OR VERT
ES OF JOINT
2x6 BEV KEY FULL WIDTH
@ 12" MAX SPACING
USE METAL K-LAM IN LIEU OF KEYS
FOR FULL DEPTH OF FOUNDATION
AT UNEXPOSED FND ONLY
OPTION:
MILD STEEL REINFORCEMENT
NTS
SLAB JOINTS
SAWCUT SLAB AS SOON AFTER POUR AS
POSSIBLE WITHOUT SPALLING CORNERS
BUT NO MORE THEN 2 HOURS AFER INITIAL
SET, OR USE PREFORMED PLASTIC STRIP SLAB & REINF PER PLAN (1) LAYER 30 LB FELT
SLAB & REINF PER PLAN
SLAB & REINF PER PLAN TOOLED JT
BEVELED KEY IN FIRST POUR
ISOLATION JOINT
CONSTRUCTION JOINT
CONTROL JOINT
1st POUR 2nd POUR
3/4" MIN
T/4T/2T/4
T
1/2"Ø x 24" SMOOTH DOWEL @ 24" OC MAX,
CTRD ON CJ GREASE PORTION OF DOWEL
IN SECOND POUR, UNO
FACE OF WALL/
COL FOOTING
1/8"
T
T/4
1. PROVIDE CONSTRUCTION OR CONTROL JOINTS AT MAX SPACING (PER CONSTRUCTION JOINT NOTE IN GENERAL STRUCTURAL NOTES). TO DIVIDE SLAB INTO RECTANGULAR AREAS W/ LONG TO SHORT DIMENSION RATIO NOT TO EXCEED 1 1/2 TO 1. AREAS SHALL NOT HAVE RE-ENTRANT CORNERS.
2. WHERE COLUMNS OCCUR, PROVIDE CONSTRUCTION OR CONTROL JOINTS AT CENTERLINE OF COLUMNS & SUBDIVIDED W/ ADDITIONAL JOINTS PER NOTE 1 AS REQUIRED.
NOTES:
NTS
STEPPED FOOTING
6" MIN
TYP2x RISE MIN, TYP
'D' MIN
TYP
12" MAX
RISE
2x RISE MIN, TYP
'D'
3" CLR
LAP SPLICE
3" CLR
3" CLR
3" CLR
2" CLR
3" CLR
'D'
LAP SPLICE
SEE NOTE 1
STEP IN FOOTING
AS INDICATED ON
FOUNDATION PLAN
TOP OF FTG WHERE
REQ TO REMAIN LEVEL
CONT TOP BARS WHERE OCCUR &
TOP OF FTG IS TO REMAIN LEVEL
#4 MIN VERT @ 18" OC UNO W/ STD
HOOK @ BTM, WHERE TOP OF FTG
IS TO REMAIN LEVEL ONLY
#4 MIN HORIZ @ 18" OC UNO,
WHERE TOP OF FTG IS TO
REMAIN LEVEL ONLY
SLOPE IF REQ'D BY
SOIL CONDITIONS
1. REINFORCING TO MATCH SIZE,
NUMBER AND SPACING OF FOOTING
TOP BARS & TIES.
2. REINFORCING SHOWN DASHED FOR
CONDITION WHERE TOP OF
FOOTING IS TO REMAIN LEVEL.
NOTES:
SS
RECESSED SLAB
NTS
DETAIL
12"
MIN
SEE
PLAN
LAP
SPLICE
1 1/2" CLR
2"
SLAB DEPRESSION
OMIT HK WHERE SLAB
DEPRESSION IS 6" OR LESS
SLAB DEPRESSION,
SAD FOR DEPTH (12" MAX)
BASE MATERIAL
CONC SLAB
#4 CONT
1 1
PARALLEL TO FOOTING
NTS
PIPE & CONDUIT DETAILS
1. WHERE TRENCH OCCURS BELOW "NO DIGGING LINE" (SHOWN AS HEAVY DASHED
LINE), LOWER BOTTOM OF FOOTING WITH CONCRETE FILL TO LOWER NO DIGGING LINE AS REQ'D (SHOWN LT DASHED LINE).
2. IN LIEU OF LOWERING BOTTOM OF FOOTING WHERE TRENCH OCCURS BELOW NO
DIGGING LINE, FILL PORTION OF TRENCH BELOW NO DIGGING LINE W/ CONCRETE FILL PRIOR TO EXCAVATING FOOTING. PROVIDE SLEEVE W/ 1" CLR AROUND PIPE ENCASED IN CONCRETE.
3. SEE PIPES PERPENDICULAR TO FOOTING FOR ADDITIONAL NOTES.
NOTES:
PIPES & CONDUIT PARALLEL TO FOOTING
LOWERED NO
DIGGING LINE
PER NOTE 1
NO DIGGING FOR TRENCH
BELOW THESE LINES
CONC FILL WHERE REQ'D,
PER NOTE 1
CONC FTG
PIPE OR
CONDUIT
TRENCH
CONC FILL, SEE
NOTE 2
PIPE & SLEEVE
WHERE OCCURS
SIMILAR TRENCHING
RESTRICTIONS ES OF FTG
SEE NOTE 2
1 2
1 2
9"
MIN
2'-0" MIN 2'-0" MIN
NO DIGGING FOR
TRENCH BLW
THESE LINES
LOWERED NO
DIGGING LINE
PER NOTE 1
9"
MIN
PERPENDICULAR TO FOOTING
NTS
PIPE & CONDUIT DETAILS
4"
2'-0" MIN
2d OR
6" MIN,TYP
6"
9"
d
SLEEVE PIPES & CONDUIT TO BE LOCATED IN
MIDDLE 1/3 OF FTG, ALL PIPES TO CLR
SLEEVE BY 1" ALL AROUND
CONC FTG
CONCRETE FILL WHERE
PIPE OR CONDUIT RUNS
BELOW FOOTING (SHOWN
SHADED FOR CLARITY)
SLEEVE
D
MIN
MIN
1. CONCRETE FILL SHALL HAVE f'c @ 28 DAYS > 3000 PSI.
2. CONCRETE FILL TO BE SAME WIDTH AS FTG AND FULL WIDTH OF PIPE TRENCH.
STEP FTG IF PIPE IS MORE THAN 2'-6" BLW BTM OF FTG.
3. NO PIPE SHALL BE PLACED BLW SPREAD FTGS, TYPICAL.
4. IF PIPE IS IN PLACE PRIOR TO CASTING CONCRETE, WRAP PIPE W/ 1" THICK GLASS WOOL INSULATION IN LIEU OF SLEEVE.
5. PROVIDE 2" CLR MINIMUM, BTWN PIPES OR CONDUIT & REINFORCING.
6. NO PIPES UNDER PRESSURE ALLOWED WITHIN FTG IN LONGITUDINAL DIRECTION.
7. CONDUITS WITHIN FTG SHALL BE LOCATED SUCH THAT VERTICAL RISERS DO NOT CROSS ADJACENT HORIZONTAL CONDUIT. MINIMUM COVER SHALL BE 1 1/2" AND 2d MINIMUM SEPARATION.
NOTES:
PIPES & CONDUIT PERPENDICULAR TO FOOTING
MIN
1 2
3 4
5 7
9 14
8 10
15 MSEi JOB#: 23-004916.365.4740
FOLSOM, CA 95630
1843 IRON POINT ROAD, SUITE 100
5-25-2023
TSEAP
STATE
RED
REGST I
HCI M
E
RUT
CUR
NIA
R
AC
OF
LIFO
LGUOD
E
L EKBA
No. S4721
LAA
RNIG EE
N
A
S
ROFE
SION
R
S
L
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
04.28.23 INITIAL SUBMITTAL
Standard Comfort
22-095
Roseville, CA
Station #2
05.26.23 PLAN REVIEW 11
S1.1
TYPICAL DETAILS
For Council Approval
Not for Bidding
RAKE JOINT AND
APPLY SEALANT
STOP HORIZONTAL
BARS AT JOINT
DUR-O-WALL REGULAR RAPID
CONTROL JOINT OR APPROVED
RUBBER LIKE MATERIAL OF
EQUAL SHEAR STRENTGH
VERT REINF
CHORD BARS ARE
CONTINUOUS THRU
WALL JOINT
PLAN ABOVE AND BELOW CHORD BARS PLAN AT CHORD BARS
25'-0" OC MAX
NTS
CMU CONSTRUCTION JOINT
"T"
NOM
48 BAR DIA SPLICE,
TYP
ADDNL #5 VERT FULL HT W/
MATCHING DOWEL W/ 2'-3" LAP
AT FTG ((2) #5 "T"> 8") UNO
BENT BARS TO MATCH SIZE AND
SPACING OF EA HORIZ BAR TYP
HORIZONTAL BARS SHALL HAVE
STANDARD BENDS AT ENDS
NTS
CMU WALL CORNERS
48 BAR DIA SPLICE,
TYP
1. SEE PLANS AND SECTIONS FOR REBAR SIZES AND CLEARANCES.
2. SEE PLANS AND SECTIONS FOR MASONRY UNIT SIZES.
NOTES:
NEW OPENING IN EXISTING 2x FRAMED ROOF
NTS
ROOF OPENING
DBL 2x RAFTERS
ES OF OPNG
SIMPSON ST22, TYP
FRAMING PER PLAN
2x BLKG W/ (3) 10d
TOENAILS EA END TO
RAFTERS, TYP
LUS HANGER, TYP
DBL 2x BLKG, MATCH
DEPTH OF FRAMING
2x RAFTER FRAMING,
HEAD OFF @ OPENING,
TYP
1. OPENINGS TO BE
4'-0" MAXIMUM.
NOTE:
OPENING
NTS
TYPICAL RECESS IN MASONRY
2 1/2"
24" MAX
RECESS IN 8" CMU WALL
NOTE:
1. FOR LARGER RECESS DIMENSIONS, PROVIDE
REINFORCING AS PER WALL OPENING
REINFORCING DETAIL.
REINF TO RUN
UNITERUPTED
BEHIND RECESS
MAX
BLOCK-OUT CMU FOR RECESSED
FIXTURES MAX BLOCK-OUT DIMENSIONS
ARE 24"x24"x2 1/2" DEEP @ 8" CMU WALL
CMU REINF PER CMU WALL CORNERS DETAIL.
NTS
WALL OPENING REINFORCING
SADSADSAD
SECTION A
1" CLR
MIN
SECTION B
B
A CLEAR SPAN, SAD
WALL WIDTH
CMU LINTEL REINFORCING SCHEDULE:
8"
CLEAR SPAN
UP TO 6'-8"
LINTEL BOTTOM
REINFORCING
(2) #4
ADDED HORIZONTAL
LINTEL REINFORCING
NOT REQ'D
VERTICAL LINTEL
REINFORCING
#4 @ 16" OC
JAMB REINFORCING
EA SIDE OF OPENING
(1) SETS OF (2) #4
IN JAMB CELL
@ 8" CMU
LINTEL REINF
SEE SCHEDULE
DOWELS FROM BLW
EXTEND REINF 2'-0" MIN
BEYOND FACE OF OPENING
ES FOR STRAIGHT LINTEL
REINF & 1'-0" FOR LINTEL
REINF W/ STANDARD HOOK
(2) #5 CONT MIN @ TOP OF WALL
VERT REINF @ LINTEL W/ STANDARD
180° HOOK T&B TYP, SEE SCHEDULE
CONTINUE ALL TYPICAL HORIZ BARS
THROUGH LINTEL BEAM, TYP
ADDED HORIZ REINF AS REQ'D
PER SCHEDULE
WHERE HORIZ REINF IS TERMINATED BY
OPENING OR EXPANSION JOINT PROVIDE
STANDARD HOOK IN THE END CELL
ALL VERT BARS AT JAMBS TO BE FULL HEIGHT
NOTE:
1. FOR TYPICAL WALL REINFORCING
SEE TYPICAL 8" BLOCK WALL
REINFORCING DETAIL.
PROVIDE DOWELS OF MATCHING SIZE AT EA
VERT BAR. DOWELS TO HAVE 48"Ø. LAP SPLICE
W/ VERT BARS & A STANDARD 90° HOOK AT
BOTT OF FOOTING TYP, UNO.
FOOTING, SEE
PLAN & SECTIONS
PROVIDE TYP VERT
BARS @ SILLS WHERE
OCCURS
TOP OF WALL
(2) #5 @ SILL TYP,
ANCHOR AS FOR
LINTEL BARS TYP
EXTEND TYP HORIZ
BARS THRU SILL
WHERE OCCURS
DO NOT CONTINUE
LINTEL BEAM BLOCK
BEYOND JAMB
LINTEL BOTT REINF,
SEE SCHEDULE
SILL, WHERE
OCCURS
JAMB REINF
SEE SCHEDULE
NTS
PIPES & CONDUITS IN MASONRY WALLS
2" MIN
TYP
NOTES:
1. CONDUITS & PIPES SHALL NOT BE PLACED IN CELLS W/ VERTICAL REINFORCING.
2. CONDUITS & PIPES SHALL NOT BE RUN HORIZONTALLY IN WALLS.
3. CONDUITS & PIPES SHALL NOT INTERRUPT HORIZONTAL REINFORCING EXCEPT AS SHOWN ABOVE.
4. ALUMINUM PIPES OR CONDUITS SHALL NOT BE PLACED IN MASONRY WALLS THICKNESS.
5. JUNCTION BOXES W/ MAXIMUM VOLUME OF 32 CUBIC INCHES ARE ACCEPTABLE TO BE INSTALLED IN WALLS.
6. PIPES SHALL NOT BE EMBEDDED IN MASONRY WALLS WHEN:
6.A. CONTAINING LIQUID GAS, OR VAPORS AT TEMPERATURES HIGHER THAN 150° F (66° C).
6.B. UNDER PRESSURE IN EXCESS OF 55 PSI.
6.C. CONTAINING WATER OR OTHER LIQUIDS SUBJECT TO FREEZING.
7. CONDUITS AND PIPES IN MASONRY WALLS SHALL BE SPACED NO CLOSER THAN 3 DIAMETERS (OF THE LARGER PIPE OR CONDUIT) ON CENTER.
8" CMU WALL,
PER PLAN
4"Ø MAX
CONDUIT
OR PIPE
(2) #5 FULL HT VERTS
W/ MATCHING DOWELS
AT FOOTINGCONDITION AT 8" CMU W/
CONDUITS OR PIPES O/ 2"Ø
8" CMU WALL,
PER PLAN
A MAXIMUM OF TWO CONDUITS OR
PIPES W/ A MAX SIZE OF 3/4"Ø MAY
BE INSTALLED 8" CMU WALL CELLS
WHEN CONDUITS ARE GREATER
THAN 3/4"Ø, A MAXIMUM OF ONE
CONDUIT OR PIPE W/ A MAX SIZE
OF 2"Ø MAY BE INSTALLED IN
8" CMU WALL CELLS
PLAN VIEW @ 8" CMU WALL
1 2
4 5
11 8
NTS
TYPICAL BOLT CAST IN MASONRY
NOTE:
1. BOLT CAST IN MASONRY SHALL BE GROUTED IN PLACE
W/ 1" MIN OF GROUT BETWEEN BOLT AND MASONRY.
2. USE TEMPORARY PLYWOOD STOP TO RETAIN GROUT
AS REQUIRED.
BOLT
GROUT
1" MIN CLR ALL
AROUND BOLT TYP
9 48 BAR Ø
LAP TYP
EQEQ
NTS
TYPICAL 8" BLOCK WALL REINFORCING
NOTES:
1. MASONRY BLOCKS SHALL BE
PLACED IN COMMON BOND UNO.
SEE SECTIONS FOR
FOOTING SIZE & REINF
DOWELS TO MATCH SIZE
AND SPACING OF VERT
WALL REINF. PROVIDE
DOWELS W/ STD HOOK TYP
BOND BEAM TYP @
FIRST COURSE W/
#4 HORIZ
#4 @ 24" OC HORIZ
#4 @ 16" OC VERT
SEE SECTIONS FOR TOP
OF WALL ANCHORAGE
TO STRUCTURE
BOND BEAM AT TOP OF
WALL W/ #4 HORIZSTRUCTURE BRACES
TOP OF WALL
14 MSEi JOB#: 23-004916.365.4740
FOLSOM, CA 95630
1843 IRON POINT ROAD, SUITE 100
5-25-2023
TSEAP
STATE
RED
REGST I
HCI M
E
RUT
CUR
NIA
R
AC
OF
LIFO
LGUOD
E
L EKBA
No. S4721
LAA
RNIG EE
N
A
S
ROFE
SION
R
S
L
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
04.28.23 INITIAL SUBMITTAL
Standard Comfort
22-095
Roseville, CA
Station #2
05.26.23 PLAN REVIEW 11
S1.2
TYPICAL DETAILS
For Council Approval
Not for Bidding
UNISEX
101
STORAGE
103
UNISEX
102
14'-0"
9'-4" 4'-8"
1'-4"3'-4"
22'-0"
1'-4"19'-4"1'-4"
1'-4" FTG
TYP
1'-4" FTG
TYP
1'-4" FTG
TYP
2x8 DF #1 @ 24" OC MAX TYP
A
7'-8" 6'-8" 7'-8"
1. COORDINATE ALL DIMENSIONS W/ ARCHITECTURAL DRAWINGS. NOTIFY ARCHITECT OF ANY DISCREPANCIES FOR RESOLUTION PRIOR TO PROCEEDING.
2. SEE SHEET S0.X THRU S1.X SERIES FOR TYPICAL NOTES AND DETAILS. THESE
NOTES AND DETAILS APPLY TO ALL CONSTRUCTION UNLESS NOTED OR DETAILED OTHERWISE.
3. ROOF SHALL BE SHEATHED W/ 1x6 T&G R/S DF V-GROOVE LUMBER SHEATHING, ATTACHED TO FRAMING W/ (2) 8d NAILS AT EACH CONTACT O/ THE LUMBER SHEATHING, 15/32" CD/OSB APA-RATED SHEATHING (SPAN RATING=32/16) SHALL BE NAILED TO 2x8 FRAMING W/ 10d NAILS @ 6" OC AT EDGES & 12" OC AT FIELD.
STAGGER PANELS TYPICAL AS SHOWN. ALL PANELS SHALL HAVE A MINIMUM WIDTH OF 24". ALL "SHINERS" (NAILS NOT FULLY EMBEDDED INTO FRAMING) SHALL BE REMOVED AND REPLACED, TYPICAL.
4. ALL EXPOSED WOOD/TRIM TO HAVE R/S FACE EXPOSED.
SLOPE FLOOR SLABS TO DRAINS,
MAINTAIN 4" SLAB THICKNESS, TYP
4" CONC FLOOR SLABS REINF'D
W/ #3 @ 18" OC EW AT MID-DEPTH
OF SLAB O/ VAPOR BARRIER O/ 4"
CLEAN, FREE-DRAINING 3/4"
CRUSHED ROCK OR GRAVEL,
TYP THROUGHOUT
8" CMU WALLS, ALL CELLS
GROUTED SOLID, W/ REINF PER
TYPICAL CMU DETAILS ON S1.2
SPACE RAFTERS FOR SKYLIGHT
WIDTH TYP, VERIFY W/ SKYLIGHT
MANUFACTURER
LUS26 HANGER, TYP
2x8 W/ LUS26 HANGERS EA
END, TYP @ SKYLIGHTS
BEV CONT 4x12
RIDGE BEAM
MSTA36 STRAP W/
(26) 10d NAILS
EXTEND 4x12 BEAM
TO OUTSIDE EDGE
OF CMU COL TYP
4x12 BEAMEXTEND 4x12 BEAM
TO OUTSIDE EDGE
OF CMU COL TYP
MSTA36 STRAP W/
(26) 10d NAILS
TYPICAL ROOF SHEATHING,
SEE NOTE #3
1/4"=1'-0" 1/4"=1'-0"
TYP
1 S3.1 TYP
2 S3.1
3 S3.1
TYP
TYP
1 S3.1
TYP
8 S3.1
TYP
13 S3.1 5
S3.1
TYP
TYP13
S3.1
TYP14
S3.1
TYP
7 S3.1
TYP
10 S3.1
TYP
6 S3.1
ROOF FRAMING PLAN
ROOF FRAMING PLAN NOTES:FOUNDATION PLAN NOTES:
FOUNDATION PLAN
TYP
4 S3.1
B B C
1 2
3 A B B C
1 2
3 1. COORDINATE ALL DIMENSIONS W/ ARCHITECTURAL DRAWINGS. NOTIFY ARCHITECT OF ANY DISCREPANCIES FOR RESOLUTION PRIOR TO PROCEEDING.
2. SEE SHEET S0.X THRU S1.X SERIES FOR TYPICAL NOTES AND DETAILS.
3. FOR TYPICAL PIPE CONDUIT PENETRATIONS THROUGH AND UNDER FOOTINGS, SEE TYPICAL DETAILS ON S1.1.
4. FOR CMU WALL OPENINGS, SEE TYPICAL CMU DETAILS ON S1.2.
5. ALL BOLTS, STRAPS AND OTHER HARDWARE EMBEDDED IN CONCRETE MUST BE IN PLACE PRIOR TO FOUNDATION INSPECTION.
MSEi JOB#: 23-004916.365.4740
FOLSOM, CA 95630
1843 IRON POINT ROAD, SUITE 100
5-25-2023
TSEAP
STATE
RED
REGST I
HCI M
E
RUT
CUR
NIA
R
AC
OF
LIFO
L
GUOD
E
L EKBA
No. S4721
LAA
RNIG EE
N
A
S
ROFE
SION
R
S
L
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
04.28.23 INITIAL SUBMITTAL
Standard Comfort
22-095
Roseville, CA
Station #2
05.26.23 PLAN REVIEW 11
S2.1
COMFORT STATION 2
FOUNDATION PLAN &
ROOF FRAMING PLAN
1 For Council Approval
Not for Bidding
7"
8" CMU WALL, REINF PER
TYP CMU DETAILS ON S1.2
(1) #4 CONT AT TOP OF WALL
TYP
3x8 PTDF PLATE W/ 5/8"Ø
ANCHOR BOLTS W/ 6" EMBED'T
@ 24" OC MAX, TYP
(2) A34 CLIPS AT EA RAFTER,
STAGGERED ES AS SHOWN
A35 CLIPS (1) PER EA BLK,
TYP FROM BLKG TO PLATE
ROOF SHTG PER PLAN
2x RAFTERS PER PLAN
SHTG EN TO BLKG, TYP
2x BEV BLKG, TYP
2x4 BLKG
15/32" CD/OSB
SHTG, TYP
2x4 @ 24" OC MAX W/
(2) 16d TN T&B, TYP
CONT 4x4 NAILER W/ 1/2"Ø
ANCHOR BOLTS W/ 5" EMBED,
(COUNTER-SINK 3/4" MAX
TYP) @ 32" OC MAX TYP
+9'-1"
T.O.FRMG
+8'-6"
T.O.CMU
NTS
DETAIL
PLATE
LINE
H2.5A CLIP @ EA RAFTER
VENT OPEN'G
SAD
8" CMU WALL, REINF PER
TYP CMU DETAILS ON S1.2
(1) #4 CONT AT TOP OF
WALL, TYP
3x8 PTDF PLATE W/ 5/8"Ø
ANCHOR BOLTS W/ 6"
EMBED'T @ 24" OC MAX TYP
(2) A34 CLIPS AT EA BLK,
STAGGERED ES AS SHOWN
A35 CLIPS @ 12" OC, TYP
FROM RIM JOIST TO PLATE
(4) 10d @ BLKG TYP
2x8 BLKG @ 24" OC W/
(3) 16d EA END TYP
ROOF SHTG
PER PLAN
SHTG EN TO RIM JOIST(4) 10d @ BLKG TYP
2x8 BLKG @ 24" OC W/
(3) 16d EA END TYP
2x4 CONT
15/32" CD/OSB
SHTG TYP
2x4 @ 24" OC W/
(2) A34 CLIPS
AS SHOWN
2x4 CONT
SHTG EN TO RIM JOIST
2x4 CONT
15/32" CD/OSB
SHTG TYP
2x4 @ 24" OC W/
(1) A34 CLIPS
AS SHOWN
2x4 @ 24" OC W/
(3) 10d EA END
2x4 BLKG
2x4 BLKG
2x4 @ 24" OC W/
(3) 10d EA END
2x RAFTERS PER PLAN
3x8 PTDF PLATE W/ 5/8"Ø
ANCHOR BOLTS W/ 6"
EMBED'T @ 24" OC MAX TYP
8" CMU WALL, REINF PER
TYP CMU DETAILS ON S1.2
CONDITION AT CMU WALLSCONDITION AT VENT OPENING
NTS
DETAIL
NTS
DETAIL
2x4 BLKG
2x4 @ 24" OC W/
(3) 10d EA END
2x RAFTERS PER PLAN
ROOF SHTG PER PLAN
2x8 BLKG @ 24" OC W/
(3) 16d EA END TYP
(4) 10d @ BLKG TYPSHTG EN TO RIM JOIST
2x4 CONT
15/32" CD/OSB SHTG TYP
2x4 @ 24" OC W/ (1)
A34 CLIP AS SHOWN
2x4 BLKG
2x4 @ 24" OC W/
(3) 10d EA END
BEAM PER PLAN
PLATES AS REQ'D W/ 16d
@ 12" OC TYP EA PLY
(1) A34 CLIPS AT EA RAFTER
A35 CLIPS, (1) PER EA BLK,
TYP FROM BLKG TO PLATE
2x4 CONT
2x4 BLKG
2x4 @ 24" OC W/ (2)
A34 CLIPS AS SHOWN
15/32" CD/OSB SHTG
TYP
2x BEV BLKG TYP
SHTG EN TO BLKG TYP
2x RAFTERS PER PLAN
ROOF SHTG PER PLAN
+7'-2"
B.O. BEAM
+9'-1"
T.O. FRMG
NTS
DETAIL
H8 CLIP W/ (5) 10d NAILS TO RAFTER
AND PLATES, TYP @ EA RAFTER
2 1/4"
NTS
DETAIL
8" CMU WALL, REINF PER
TYP CMU DETAILS ON S1.2
3x8 BLKG W/ (4) 1/4"x5" SDS
SCREWS TYP @ EA BLK
(2) A34 CLIPS AT EA RAFTER,
STAGGERED EA SIDE AS SHOWN
A35 CLIPS, (1) PER EA BLK,
TYP FROM BLKG TO PLATE
SLOPED U28 HGRS
TYP
BEV 4x12
(2) ROWS EN
2x BEV BLKG TYP
STHG EN TO BLKG
TYP
BIRD'S
MOUTH
CUT
ROOF SHTG PER PLAN
2x RAFTERS PER PLAN
STRAPS ACROSS RIDGE, SEE
PLAN FOR TYPE & LOCATION
(1) #4 CONT AT TOP OF WALL,
TYP
3x8 PTDF PLATE W/ 5/8"Ø
ANCHOR BOLTS W/ 6" EMBED'T
@ 24" OC MAX , TYP
H8 CLIP W/ (5) 10d NAILS TO RAFTER
AND PLATES, TYP @ EA RAFTER
NTS
DETAIL
8" CMU WALL, REINF PER
TYP CMU DETAILS ON S1.2
(1) #4 CONT AT TOP OF WALL, TYP
3x8 PTDF PLATE W/ 5/8"Ø ANCHOR
BOLTS W/ 6" EMBED'T @ 24" OC MAX
TYP
(2) A34 CLIPS AT EA BLK,
STAGGERED ES AS SHOWN
A35 CLIPS @ 12" OC, TYP
FROM RIM JOIST TO PLATE
2x8 BLKG @ 24" OC W/
(3) 16d EA END TYP
(4) 10d @ BLKG TYP
ROOF SHTG PER PLAN
SHTG EN TO RAFTER
NTS
DETAIL
L6x6x3/8" x 0'-8" CENTERED
ON CMU COLUMN
(2) 5/8"Ø (SPACED 4" APART)
ANCHOR BOLTS W/ 6" EMBED'T
(2) 5/8"Ø (SPACED 4" APART)
BEAM PER PLAN
CMU COLUMN,
SEE 3/S3.1
ROOF SHTG
PER PLAN
2x RAFTERS
PER PLAN
PROVIDE (3) #3 TIES
WITHIN TOP 5" OF COLUMN
PROVIDE GI FLASHING
BTWN BEAM AND CMU TYP
+7'-2"
T.O. CMU COL
+9'-1"
T.O. FRMG
SEE DETAIL
8/S3.1
H8 CLIP W/ (5) 10d NAILS TO
RAFTER AND PLATES, TYP @
EA RAFTER
NTS
DETAIL
(2) ROWS EN
BEV 4x12
SLOPED U28 HGRS
TYP
5/8"Ø ANCHOR BOLT
W/ 6" EMBED'T
8" CMU WALL, REINF PER
TYP CMU DETAILS ON S1.2
STRAPS ACROSS RIDGE,
SEE PLAN FOR TYPE & LOCATION
ROOF SHTG PER PLAN
2x RAFTERS PER PLAN
ABU44Z POST BASE
48" LAP MIN
1'-4"
1'-4"
3'-0" SQ
3", TYP
2"
+0'-0"
8"
+0'-6"
3/4"
DETAIL
FINAL GRADE OR
PAVING, SAD
T.O. SLAB
T.O. FTG
12" MIN INTO
UNDISTURBED
SOIL, TYP
(4) #4 EW T&B
PILASTER UNIT,
GROUT SOLID
#4 VERT (4) TOTAL
#3 TIES @ 8" OC
PROVIDE TIES IN
FTG AS IN COL ABV
DOWELS TO MATCH VERT
REINF W/ ST HOOK AT BTM
+0'-0"
8"
1'-4"
4" 1'-0"
+0'-6"
3/4"
DETAIL
(2) #4 CONT
#4 CONT
FINAL GRADE OR
PAVING, SAD
DOWELS TO MATCH SIZE & SPACING OF VERT
WALL REINF. PROVIDE DOWELS W/ STD HOOK,
ALTERNATE DIRECTION OF HOOKS
8" CMU WALL, REINF PER
TYP CMU DETAILS ON S1.2
CONC SLAB, SEE
FOUNDATION PLAN
COVE BASE, SAD
T.O. SLAB
T.O. FTG
12" MIN INTO
UNDISTURBED
SOIL, TYP
+0'-0"
8"
1'-4"
4" 1'-0"
+0'-6"
3/4"
DETAIL
(2) #4 CONT
#4 CONT
DOWELS TO MATCH SIZE & SPACING OF VERT
WALL REINF. PROVIDE DOWELS W/ STD HOOK,
ALTERNATE DIRECTION OF HOOKS
8" CMU WALL, REINF PER
TYP CMU DETAILS ON S1.2
CONC SLAB, SEE
FOUNDATION PLAN
COVE BASE, SAD
T.O. SLAB
T.O. FTG
12" MIN INTO
UNDISTURBED
SOIL, TYP
1 2
3 4
5 6
7 8
10 13
14 MSEi JOB#: 23-004916.365.4740
FOLSOM, CA 95630
1843 IRON POINT ROAD, SUITE 100
5-25-2023
TSEAP
STATE
RED
REGST I
HCI M
E
RUT
CUR
NIA
R
AC
OF
LIFO
L
GUOD
E
L EKBA
No. S4721
LAA
RNIG EE
N
A
S
ROFE
SION
R
S
L
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
04.28.23 INITIAL SUBMITTAL
Standard Comfort
22-095
Roseville, CA
Station #2
05.26.23 PLAN REVIEW 11
S3.1
COMFORT STATION 2
STRUCTURAL DETAILS
1 1
1 1
For Council Approval
Not for Bidding
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For Council Approval
Not for Bidding
CONSULTING ENGINEERS
ALAMEDA | AUBURN | NEOSHO
https://www.engent.com
SAN DIEGO | SANTA BARBARA
R
ELECTRICAL
EENIGNELANOISSEFORP
DERET SI GE R
CALIFORNIA
STATE
OF
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
#E015491
Exp. 06/30/23
SCOTT WHEELER
5/26/2023 11:07:21 AM
E1
SYMBOLS
22-095
Roseville, CA
SOME OF THESE SYMBOLS SHOWN MAY NOT BE USED ON THIS PROJECT
ELECTRICAL SHEET INDEX
SHEET NO. SHEET NAME
2020.03.01 CONSTRUCTION DOCUMENTS
2020.04.01 SUBMITTAL 04
E1 SYMBOLS
E2 POWER AND LIGHTING PLAN
E3 TITLE 24 COMPLIANCE
POWER DISTRIBUTION
PANELBOARD, 120/208V, SURFACE MOUNTED ON WALL.
PANELBOARD, 120/208V, FLUSH MOUNTED IN WALL.
DRY-TYPE STEP-DOWN TRANSFORMER, FLOOR MOUNTED 480-120/208V 3Ø, UON. DOUBLE LINE INDICATES FRONT FACE OF TRANSFORMER.
ELECTRIC MOTOR, NIEC. MAKE POWER CONNECTIONS ONLY AS NOTED ON PLANS.
INDOOR EXHAUST FAN MOTOR, SINGLE PHASE. MAKE POWER CONNECTIONS TO INCLUDE
JUNCTION BOX MOUNTED MANUAL MOTOR STARTER AND DISCONNECT ADJACENT TO FAN WITH 2 #12 CONDUCTORS PLUS GROUND IN 1/2" FLEXIBLE CONDUIT BETWEEN STARTER AND MOTOR.
PULLBOX OR HANDHOLE, SIZE AND TYPE AS NOTED ON PLANS.
SAFETY DISCONNECT SWITCH, 3 POLE, UON. ADJACENT NUMBER INDICATES FUSE SIZE WHEN APPLICABLE. LABELING CONVENTION AS FOLLOWS:
A: 30A, NON-FUSED AF: 30A, FUSED
B: 60A, NON-FUSED BF: 60A, FUSED
C: 100A, NON-FUSED CF: 100A, FUSED
D: 200A, NON-FUSED DF: 200A, FUSED
E: 400A, NON-FUSED EF: 400A, FUSED
F: 600A, NON-FUSED FF: 600A, FUSED
G: 800A, NON-FUSED GF: 800A, FUSED
MAGNETIC MOTOR STARTER. ADJACENT NUMBER INDICATES NEMA SIZE OF STARTER.
COMBINATION MAGNETIC MOTOR STARTER WITH OVERCURRENT PROTECTION DISCONNECT. ADJACENT NUMBER INDICATES NEMA SIZE OF STARTER.
PACKAGE MOTOR CONTROLLER OR STARTER FURNISHED AND INSTALLED UNDER ANOTHER DIVISION WITH EQUIPMENT CONTROLLED. PROVIDE SINGLE-POINT POWER SERVICE CONNECTION UNDER THIS DIVISION AS NOTED ON PLANS.
GROUP MOUNTED MOLDED CASE CIRCUIT BREAKER.
UTILITY METER, MOUNTED IN UTILITY METER SECTION OF SWITCHGEAR. 3 0
WIRING DEVICES
JUNCTION BOX, WALL MOUNTED, +18" UON.
JUNCTION BOX, SURFACE OR PENDANT MOUNTED TO STRUCTURE IN ACCESSIBLE CEILING SPACE.
DUPLEX CONVENIENCE RECEPTACLE DEVICE, WALL MOUNTED, +18" UON. ADJACENT
LETTERING DENOTED BELOW APPLY TO ALL RECEPTACLE DEVICES WHEN SHOWN ON DRAWINGS.
A: ARC FAULT CURRENT INTERRUPTER (AFCI)
G: GROUND FAULT CURRENT INTERRUPTER (GFCI)
IG: ISOLATED GROUND
U: INTEGRAL USB PORTS
WP: WEATHER-RESISTANT, GROUND FAULT CURRENT INTERRUPTER (GFCI) WITH WEATHERPROOF "IN USE" COVER
DOUBLE DUPLEX CONVENIENCE RECEPTACLE DEVICE, WALL MOUNTED, +18" UON.
DUPLEX CONVENIENCE RECEPTACLE DEVICE, WALL MOUNTED OVER COUNTER, 6" ABOVE BACK SPLASH UON, BUT NO HIGHER THAN ADA REQUIREMENTS.
SINGLE-POLE, MANUAL DISCONNECT SWITCH WITH THERMAL OVERLOAD ELEMENT, MOUNTED ADJACENT TO MOTOR.
SINGLE-POLE, FRACTIONAL HORESPOWER, MOTOR STARTER/DISCONNECT SWITCH, MOUNTED ADJACENT TO MOTOR.
SWITCH FURNISHED UNDER ANOTHER DIVISION, BUT INSTALLED AND WIRED UNDER THIS DIVISION, WALL MOUNTED, +42" UON.
LINE-VOLTAGE THERMOSTAT, NIEC, WALL MOUNTED +48" UON. INSTALLED AND WIRED BY ELECTRICAL.
CONTROL STATION, WALL MOUNTED, +42" UON.
NUMBERED SHEET NOTE, APPLIES TO DRAWING CONTAINING NOTES ONLY.
EQUIPMENT IDENTIFICATION TAG: ITEM FURNISHED AND INSTALLED UNDER ANOTHER SECTION AND WIRED UNDER THIS SECTION.
DETAIL REFERENCE:
DETAIL DESIGNATION
SHEET NUMBER
FIXTURE IDENTIFICATION TAG:
FIXTURE TYPE
QUANTITY
1 NAME
E-801
1 2-F 3
CONVENTIONS
RACEWAYS
CONDUIT RUN EXPOSED ON WALL OR CEILING.
CONDUIT RUN CONCEALED IN SLAB, UNDER SLAB OR UNDERGROUND.
CONDUIT RUN CONCEALED IN WALL OR ABOVE CEILING.
CONDUIT HOMERUN, CONTINUOUS RUN TO PANEL OR EQUIPMENT CABINET.
HOMERUN CAN OCCUR ON ANY OF THE ABOVE ROUTING CONDITIONS.
CONDUIT TURNED UP, CAN OCCUR ON ANY OF THE ABOVE ROUTING CONDITIONS.
CONDUIT TURNED DOWN, CAN OCCUR ON ANY OF THE ABOVE ROUTING CONDITIONS.
CONDUIT CAPPED OR STUBBED WITH INSULATED BUSHINGS, CAN OCCUR ON ANY OF THE ABOVE ROUTING CONDITIONS.
CONDUIT SLEEVE, WITH INSULATING BUSHINGS.
FLEXIBLE METALLIC CONDUIT, EQUIPMENT CONNECTION.
CROSSMARKS ON BRANCH CIRCUIT CONDUIT RUNS INDICATE THE QUANTITY OF
CONDUCTORS AS FOLLOWS (GROUND CONDUCTORS ARE NOT NOTED, BUT SHOULD BE INCLUDED IN EVERY CONDUIT WITH POWER CONDUCTORS):
1. NO CROSSMARKS INDICATES TWO #12 AWG CONDUCTORS, UON.
2. THREE TO SIX CROSSMARKS INDICATES THE QUANTITY OF #12 AWG CONDUCTORS, UON.
3. SEVEN OR MORE CROSSMARKS INDICATES THE QUANTITY OF #10 AWG CONDUCTORS, UON.
LUMINAIRE, RECESSED IN CEILING.
LUMINAIRE, SURFACE OR PENDANT MOUNTED.
LUMINAIRE, WALL MOUNTED.
STRIP LUMINAIRE, SURFACE OR PENDANT MOUNTED.
ROUND DOWNLIGHT LUMINAIRE, RECESSED IN CEILING.
SQUARE DOWNLIGHT LUMINAIRE, RECESSED IN CEILING.
DOWNLIGHT/INDUSTRIAL LUMINAIRE, SURFACE OR PENDANT MOUNTED.
SCONCE LUMINAIRE, WALL MOUNTED.
EMERGENCY SELF-POWERED BATTERY PACK WITH LUMINAIRE HEADS AS NOTED ON PLANS OR IN LUMINAIRE SCHEDULE.
HALF SHADING OF ANY LUMINAIRE INDICATES EMERGENCY/EGRESS LIGHTING.
SINGLE-HEAD AREA LUMINAIRE WITH BRACKET ARM AND POLE, MOUNTED TO CONCRETE BASE.
TWO-HEAD AREA LUMINAIRE WITH BRACKET ARMS AND POLE, MOUNTED TO CONCRETE BASE.
SINGLE-HEAD AREA POST-TOP LUMINAIRE WITH POLE, MOUNTED TO CONCRETE BASE.
AREA LUMINAIRE, SURFACE OR RECESSED MOUNTED TO WALL.
LUMINAIRE BOLLARD, MOUNTED TO CONCRETE BASE.
LIGHTING
F
$ $)
1 1
DIGITAL LIGHTING CONTROLS
SINGLE ZONE DIMMER SWITCH WITH ON/OFF/DIM CAPABILITIES, WALL MOUNTED, +42" UON.
SINGLE ZONE SWITCH WITH ON/OFF CAPABILITIES, WALL MOUNTED, +42" UON.
SCENE OR MULTI-ZONE CONTROLLER WITH ON/OFF/DIM CAPABILITIES ZONE, WALL MOUNTED, +42" UON.
DAYLIGHT HARVESTING SENSOR, CEILING MOUNTED.
OCCUPANCY SENSOR, CEILING MOUNTED FOR AREA COVERAGE.
PLUG LOAD CONTROLLER, UL LISTED FOR CONTROLLING RECEPTACLES, 20A RATED.
LIGHTING CONTROL OCCUPANCY SENSOR WITH DUAL LEVEL SWITCHING, WALL MOUNTED, +42" UON.
LIGHTING CONTROL OCCUPANCY SENSOR WITH SINGLE LEVEL SWITCHING, WALL MOUNTED, +42" UON.
'
6 6&
0 0
'6
0 LINE VOLTAGE LIGHTING CONTROL
SINGLE-POLE, SINGLE-THROW SWITCH, WALL MOUNTED, +42" UON.
SINGLE-POLE, SINGLE-THROW SWITCH, KEY-OPERATED, WALL MOUNTED, +42" UON.
WALLBOX DIMMER SWITCH, +42" UON. SIZED PER CONNECTED LOAD ON PLANS AND FURNISHED FOR LAMP SOURCE SERVED. PROVIDED FOR DERATING WHEN INSTALLED GANGED LOCATIONS.
SINGLE-POLE, TIMER CONTROLLED SWITCH, WALL MOUNTED, +42" UON.S TC
S
D
S
K
S
J
-
SYMBOLS LIST
7 S
F
S
MS
S
T
3/&
A
AFF
AIC
AL
BAS
C
CEC
CU
DF
(E)
EMT
EWH
F
FACP
FLA
FMC
G
GB
GFCI
GND
GRC
LCP
MBGB
MCB
MLO
MT
MTS
(N)
NC
NF
NIEC
NTS
OC
OFCI
PNL
PVC
SAD
TC
TP
TYP
UON
V
VA
WAP
WP
1Ø
3Ø
1P
2P
3P
3W
4W
ABBREVIATIONS
AMPERES
ABOVE FINISHED FLOOR
ASYMMETRIC INTERRUPTING CURRENT
ALUMINUM
BUILDING AUTOMATION SYSTEM
CONDUIT
CALIFORNIA ELECTRICAL CODE
COPPER
DRINKING FOUNTAIN
EXISTING TO REMAIN
ELECTRICAL METALLIC TUBING
ELECTRIC WATER HEATER
FUSED
FIRE ALARM CONTROL PANEL
FULL LOAD AMPERES
FLEXIBLE METAL CONDUIT
GROUND
GROUND BUS
GROUND FAULT CIRCUIT INTERRUPTER
GROUND
GALVANIZED RIGID CONDUIT
LIGHTING CONTROL PANEL
MAIN BUILDING GROUND BUS
MAIN CIRCUIT BREAKER
MAIN LUGS ONLY
EMPTY
MANUAL TRANSFER SWITCH
NEW
NORMALLY CLOSED
NON-FUSED
NOT IN ELECTRICAL CONTRACT
NOT TO SCALE
ON CENTER
OWNER FURNISHED CONTRACTOR
INSTALLED
PANEL
POLYVINYL CHLORIDE
SEE ARCHITECTURAL DRAWINGS
TIME CLOCK
TWISTED-PAIR
TYPICAL
UNLESS OTHERWISE NOTED
VOLTS
VOLTS-AMPS
WIRELESS ACCESS POINT
WEATHERPROOF
1-PHASE
3-PHASE
1-POLE
2-POLE
3-POLE
3-WIRE
4-WIRE
# Note
1 THERE SHALL BE A MINIMUM OF 24" OF COVER OVER UNDERGROUND CONDUITS, UON. INCLUDE A MINIMUM 12" SEPARATION BETWEEN ALL LOW VOLTAGE AND LINE VOLTAGE RACEWAYS. INSTALL A WARNING/MARKER TAPE 12 INCHES OVER THE CONDUIT.
2 CONTRACTOR SHALL SIZE ALL INDOOR AND EXTERIOR JUNCTION/PULLBOXES PER THE MINIMUM CODE REQUIREMENTS OF CEC ARTICLE 314, WHEN NOT INDICATED ON THE PLANS. 3 MINIMUM SIZE CONDUIT USED ON THE SITE SHALL BE 1.0"C, WITH MINIMUM #10 CONDUCTORS, UON. 4 PROVIDE INDIVIDUAL GFCI RECEPTACLES AT EACH LOCATION SHOWN, DO NOT USE FEED-THRU GFCI TYPE RECEPTACLES. LOCATE RECEPTACLE AT END OF A BRANCH CIRCUIT WIRE 5 WHERE RECEPTACLES ARE LOCATED OUTSIDE OR IN WET/DAMP LOCATIONS PROVIDE WEATHER RESISTANT TYPE, UON.
6 CONDUIT SIZE SHALL BE 0.75 MINIMUM, U.O.N.
7 ALL CONDUCTORS ON THIS PROJECT SHALL BE COPPER.
8 FEEDER AND BRANCH CIRCUIT HOMERUNS SHALL BE INSTALLED IN CONDUIT. MC TYPE CABLE SHALL NOT BE USED FOR ANY HOMERUNS ON THIS PROJECT. MC CABLE SHALL NOT BE EXPOSED. 9 INSTALL AND CONNECT A CODE SIZED INSULATED OR BARE COPPER GROUNDING CONDUCTOR IN ALL BRANCH CIRCUITS AND FEEDERS.
10 ALL DEVICES SHALL HAVE TYPE ON TAPE LABELS INDICATING THE PANELBOARD AND CIRCUIT SERVING EACH DEVICE, TYPICAL OF ALL DEVICES INCLUDED ON THIS PROJECT. 11 PROVIDE INSULATING BUSHINGS OR INSULATED THROAT ON THE ENDS OF ALL EMPTY CONDUIT SLEEVES AND INSTALL A POLYETHYLENE PULLING ROPE.
12 WHERE CIRCUITS ARE SHOWN ON THE DRAWINGS WITH HOMERUNS THAT SHARE NEUTRAL
CONDUCTORS THE CONTRACTOR SHALL PROVIDE HANDLE TIES BETWEEN ALL BRANCH CIRCUIT BREAKER LOADS WHICH SHARE A NEUTRAL.
13 PROVIDE DEDICATED CONDUIT/PATHWAYS FOR ALL 0-10v LIGHTING CONTROL SIGNALS SEPARATE FROM ALL LINE VOLTAGE RACEWAY.
14 ALL OUTDOOR ELECTRICAL EQUIPMENT SHALL BE WEATHER-PROTECTED AND LISTED FOR EXTERIOR USE.
15 PROVIDE TYPE WRITTEN PANEL SCHEDULES UPDATED TO INCLUDE ALL FIELD MODIFICATIONS AND SCOPE ITEMS ASSOCIATED WITH THIS PROJECT.
16 PROVIDE ENGRAVED NAMEPLATES FOR ELECTRICAL BOARDS, DISCONNECTS, AND SWITCHGEAR. 17 ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC).
18 CONTRACTOR IS RESPONSIBLE TO SUBMIT REVISED LAYOUT OF EQUIPMENT IN ELECTRICAL
SPACES FOR WRITTEN APPROVAL BY ENGINEER IF PROPOSED INSTALLATION LAYOUT DIFFERS FROM CONSTRUCTION DOCUMENTS. SUBMISSION MUST BE APPROVED PRIOR TO RELEASE OF ORDER FOR EQUIPMENT AND PRIOR TO INSTALLATION.
19 REQUIRED ELECTRICAL EQUIPMENT WORKING SPACE DEPTH SHALL NOT BE LESS THAN THAT INDICATED IN CEC TABLE 110.26. THE WIDTH OF THE WORKING SPACE IN FRONT OF THE ELECTRICAL EQUIPMENT SHALL BE THE WIDTH OF THE EQUIPMENT OR 30", WHICHEVER IS GREATER. THIS REQUIREMENT ALSO APPLIES TO DISCONNECT SWITCHES.
20 ALL ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE LISTED BY UNDERWRITERS LABORATORIES AND BEAR THEIR LABEL, OR ETL.
# Note
21 PROVIDE ALL NEW BOARDS, BREAKERS, SWITCHES, ETC. IN ACCORDANCE WITH THE CONTRACTOR PREPARED POWER SYSTEM STUDY. NO EQUIPMENT SHALL BE PURCHASED, INSTALLED, AND/OR RELEASED PRIOR TO ENGINEER REVIEW AND APPROVAL OF THE POWER SYSTEM STUDY. 22 CONTRACTOR SHALL PROVIDE ARC FLASH LABELS FOR ALL ELECTRICAL EQUIPMENT WITHIN THE SCOPE OF THIS PROJECT. THESE LABELS SHALL BE GENERATED BY THE CONTRACTOR FROM THE
POWER SYSTEM STUDY AND SUBMITTED WITH THE POWER SYSTEM STUDY SUBMITTAL FOR ENGINEER REVIEW AND APPROVAL. THIS INCLUDES ALL FIELD MARKING OF KAIC VALUES ON EXISTING OR NEW BOARDS PER THE CEC.
23 WIRING SPACE IN PANELBOARDS, DISTRIBUTION PANES AND SWITCHBOARDS SHALL BE DEDICATED TO CONDUCTORS TERMINATED IN THAT ENCLOSURE. PANELBOARDS, DISTRIBUTION PANELS AND
SWITCHBOARDS SHALL NOT BE USED AS PULL AND/OR SPLICE BOXES FOR CONDUCTORS THAT TERMINATE IN OTHER ENCLOSURES. DO NOT SPLICE CONDUCTORS IN EQUIPMENT. 24 NEW CIRCUIT BREAKERS INSTALLED IN EXISTING EQUIPMENT SHALL BE PROVIDED TO MATCH THE kAIC RATINGS AND THE MANUFACTURER OF THE EXISTING.
25 PROVIDE CLEAR SIGNAGE ON ALL ELECTRICAL EQUIPMENT PER CEC TO INDICATE THE ARC FLASH HAZARD WARNING, AND THE MAXIMUM AVAILABLE FAULT CURRENT. WHEN MODIFICATIONS OCCUR
THAT AFFECT THE MAXIMUM FAULT CURRENT THE CONTRACTOR SHALL RECALCULATE AS NECESSARY AND REMARK THE EQUIPMENT.
26 REFER TO MECHANICAL & PLUMBING DRAWINGS FOR EXACT LOCATIONS OF EQUIPMENT. PROVIDE
ALL LINE VOLTAGE AND LOW VOLTAGE WIRING, CONTROL WIRING, INTERLOCK CABLING, AND CONDUIT REQUIRED.
27 PROVIDE FUSES IN DISCONNECTS FOR MECHANICAL EQUIPMENT AS COORDINATED WITH THE UNITS NAMEPLATE AND MANUFACTURERS INSTALLATION INSTRUCTIONS. FUSES SHALL BE CURRENT LIMITING TYPE.
28 PROVIDE A GFCI TYPE DEVICE WITH WEATHER PROOF WHILE IN USE COVER WITHIN 25' OF ALL EXTERIOR HVAC/PLUMBING EQUIPMENT.
29 WORK PERFORMED FROM THESE DRAWINGS SHALL ALSO COMPLY WITH THE PROJECT SPECIFICATIONS. IN THE EVENT THAT THERE IS A CONFLICT BETWEEN THE DRAWINGS AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL TAKE PRECEDENT. 30 CONTRACTOR SHALL CONFIRM THAT ALL LIGHTING FIXTURES SPECIFIED, AND THE CEILING TYPES,
FIXTURE TRIMS, AND FRAMES ARE ALL COMPATIBLE PRIOR TO THE CONTRACTOR LIGHTING FIXTURE SUBMITTAL.
31 BUILDING EXPANSION JOINTS ARE NOT INDICATED ON THE ELECTRICAL DRAWINGS (UON) AND SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. INCLUDE FLEXIBLE EXPANSION
WIRING METHODS AT EXPANSION JOINTS TO MEET THE DEFLECTION AND EXPANSION REQUIREMENTS OF THE BUILDING.
32 IN ADDITION TO THE WORK SHOWN ON THESE PLANS, THE CONTRACTOR SHALL PROVIDE ALL
CONDUIT, BACK BOXES, AND RACEWAY REQUIRED FOR THE FIRE ALARM SYSTEM, SECURITY SYSTEM, AV SYSTEM, AND TELECOM SYSTEM ON THIS PROJECT. PLEASE REFER THE LOW VOLTAGE
SYSTEM DRAWINGS AND SPECIFICATIONS FOR DEVICE LOCATIONS, ADDITIONAL INFORMATION, AND COMPLETE SCOPE OF WORK.
33 PER CEC ARTICLE 517 PROVIDE S EPARATE ELECTRICAL RACEWAYS. # Note
34 CONTRACTOR SHALL PREPARE RED LINED AS-BUILT DOCUMENTS REPRESENTING THE ACTUAL FIELD ROUTINGS AND INSTALLATION LOCATIONS FOR ALL ITEMS ON THIS PROJECT. 35 SURFACE MOUNTED CONDUIT WHERE APPROVED, AND INSTALLED, SHALL BE PAINTED TO MATCH THE ARCHITECTURAL FINISHES IN THAT AREA.
36 CONDUIT ROUTING (WHERE SHOWN) IS ESSENTIALLY DIAGRAMMATIC. CONTRACTOR SHALL LAYOUT RUNS TO SUIT FILED CONDITIONS AND THE COORDINATION REQUIREMENTS OF OTHER TRADES. 37 DRAWINGS INDICATE JUNCTION BOXES WITH HOMERUNS ON THE PLANS, BUT THE CONTRACTOR
SHALL PROVIDE ALL INTERMEDIATE RACEWAY WORK AND CONDUCTORS/CABLING BETWEEN THE
DEVICES, FIXTURES, AND JUNCTION BOXES AS COORDINATED WITH ALL FIELD CONDITIONS AND TRADES.
38 CONTRACTOR SHALL PREPARE A DETAILED CONDUIT ROUTING DIAGRAM, INCLUDING MAJOR
CONDUIT RUNS FROM PANELS OF ORIGIN OUT TO ALL BRANCH CIRCUIT CONNECTIONS (DOWN TO THE DEVICE LEVEL), LIGHT FIXTURE CONNECTIONS, CONTROLS, ETC. AS A SHOP DRAWING FOR REVIEW AND APPROVAL BY THE ENGINEER AND OWNER. THIS SHALL BE SUBMITTED, REVIEWED, AND APPROVED PRIOR TO ANY ROUGH-IN WORK IN THE FIELD.
39 THE DRAWINGS DO NOT FULLY REPRESENT THE ENTIRE INSTALLATION FOR THE SYSTEMS INDICATED BELOW. THE CONTRACTOR IS REQUIRED TO COMPLETE THE DESIGN FOR THESE SYSTEMS AS SPECIFIED HEREIN AND AS INDICATED ON THE DRAWINGS. CAD OR REVIT SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW PRIOR TO INSTALLATION:
āLIGHTING AND DEVICE BRANCH CIRCUITING- DRAWINGS INDICATE ABOVE CEILING POWER
JUNCTION BOXES, HOMERUNS, CIRCUITING AT TEACH JUNCTION BOX, AND LOCAL MEANS OF CONTROL. CORRESPONDING CIRCUIT NUMBERS ARE INDICATED ADJACENT TO LIGHTING FIXTURES AND RECEPTACLES. CONNECTIONS TO ALL FIXTURES AND DEVICES ARE NOT INDICATED ON THE PLANS BUT ARE REQUIRED.
āSECURITY SYSTEM- THE DRAWINGS INDICATE THE LAYOUT AND LOCATION OF CONTROL CONSOLE(S), COMPONENTS, AS WELL AS LOCATION OF ALL SECURITY DEVICES, (IE: CCTV CAMERAS,
CARD READERS, DOOR LOCKS AND CONTACTS, INTERCOM STATIONS, DURESS STATIONS, PERSONAL SECURITY SYSTEM RECEIVERS, ETC.). CONDUITS, WIRING, AND CABLING BETWEEN ALL COMPONENTS, EQUIPMENT, AND DEVICES, ETC. ARE NOT INDICATED ON THE PLANS BUT ARE REQUIRED.
āLIGHTING AND DEVICE BRANCH CIRCUITING- DRAWINGS INDICATE ABOVE CEILING POWER
JUNCTION BOXES, HOMERUNS, CIRCUITING AT TEACH JUNCTION BOX, AND LOCAL MEANS OF CONTROL. CORRESPONDING CIRCUIT NUMBERS ARE INDICATED ADJACENT TO LIGHTING FIXTURES AND RECEPTACLES. CONNECTIONS TO ALL FIXTURES AND DEVICES ARE NOT INDICATED ON THE PLANS BUT ARE REQUIRED.
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5 8
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MAX. LENGTH = 180'
240V OR 208V, 1Ø,3W FROM
MAIN SWITCHBOARD/PEDESTAL
10 11
1 120V
COMPUTER
ACCESS
CONTROL
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18/2 COMMUNICATION CABLE
CONSULTING ENGINEERS
ALAMEDA | AUBURN | NEOSHO
https://www.engent.com
SAN DIEGO | SANTA BARBARA
R
ELECTRICAL
EENIGNELANOISSEFORP
DERET SI GE R
CALIFORNIA
STATE
OF
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
#E015491
Exp. 06/30/23
SCOTT WHEELER
5/26/2023 11:07:21 AM
E2
POWER AND LIGHTING
PLAN
22-095
Roseville, CA
SCALE: 1/4" = 1'-0"1 LIGHTING PLAN
SCALE: 1/4" = 1'-0"2 POWER & SIGNAL PLAN
ALL CONDUITS TO BE ROUTED CONCEALED UNDER SLAB OR WITHIN BUILDING BLOCK CAVITY AS MUCH AS POSSIBLE. CONDUITS THAT MUST RUN SURFACE MOUNTED SHALL BE COORDINATED WITH ARCHITECT PRIOR TO ROUGH-IN.
A.
SOURCE SECURITY EQUIPMENT AND DEVICES THROUGH CURRENT LOCAL VENDOR, SIERRA BUILDING SYSTEMS.
B.
GENERAL SHEET NOTES
LIGHT FIXTURE TO BE MOUNTED +84" AFF.1
PROVIDE TIMER SWITCH, LEVITON VPT24-1P FOR TIMED CONTROL OF EXTERIOR LIGHTING.2 CONNECT TO MAIN SWITCHBOARD/PEDESTAL, SEE ONE-LINE DIAGRAM. AS THIS IS A
PROTOTYPE PLAN FOR FUTURE BUILDS, FUTURE DESIGN TEAMS SHALL COORDINATE FINAL MAIN SWITCHBOARD/PEDESTAL LOCATION FOR CONNECTION.
3 PROVIDE JUNCTION BOX FOR HAND DRYER @ +40" AFF. TYPICAL FOR ALL.4 PROVIDE UFER GROUNDING ELECTRODE (#4 BARE CU) PER C.E.C5
PROVIDE CONDUIT CHASE THRU WALL FOR POWER CONNECTION TO FAUCET CONTROL MODULE, TYPICAL FOR 2 FAUCET LOCATION.
6 PROVIDE WALL SWITCH SENSOR WITH DIMMING, WSXA JOT, FOR INTERIOR LIGHTING. SWITCH SHALL CONNECT TO FIXTURES WIRELESSLY.
7 PROVIDE 3/4" CONDUIT TO DOOR MIDDLE HINGE FOR SECURITY.8 PROVIDE & INSTALL THE FOLLOWING IN STORAGE ROOM:
- MILLENIUM TELLUS (6) DOOR ENTRY SYSTEM WITH MS APPLIANCE. - (1) KEYBOARD,MOUSE, & 17" LCD SCREEN & UPS.
- (1) ALTRONICS 4 AMP POWER SUPPLY WITH BATTERY BACK-UP. - INSTALL & TERMINATE FIELD DEVICES, MAKE UP BACK BOARDS & HEAD END SYSTEMS. - PROVIDE & INSTALL WIRE & CABLE TO DOOR LOCKS.
- PROGRAM, TEST & TRAIN THE END USER.
9 UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC. CONDUIT WITHIN BUILDING SHALL BE EMT.
10 THIS BUILDING IS A PROTOTYPE TO BE USED ON MULTIPLE SITES. WHEN INTEGRATING THIS AT A
SITE THE ENGINEER OF RECORD IS RESPONSIBLE FOR RUNNING VOLTAGE DROP
CALCULATIONS AND SHORT CIRCUIT CALCULATIONS TO CONFIRM FEEDER IS APPRPRIATE, PANEL RATING IS APPROPRIATE, ETC.
11 NUMBERED SHEET NOTES
SCALE: NTS4 ONE-LINE DIAGRAM
LUMINAIRE SCHEDULE
TYPE MANUFACTURER CATALOG NUMBER DESCRIPTION LIGHT SOURCE TIER WATTAGE VOLTAGE F1 LITHONIA LIGHTING
CSS-L48-4000LM-MVOLT-40K-80CRI-JOTVTX15
4' SURFACE MOUNTED LED, STEEL HOUSING WITH
HIGH-GLOSS BAKED WHITE FINISH AND HIGHLY
EFFICIENT SATIN WHITE LENS.
LED TIER 1 38.5 W 120 V
F2 LITHONIA LIGHTING
OLVTWM-4000K-MVOLT
UTILITY VAPOR TIGHT WALL MOUNT FIXTURE LED TIER 1 15 W 120 V SF1 TERON LIGHTING
CDSQ-L12.0-LT300-120V-BZ-40K-F-PCL-TP
VANDAL RESISTANT, DIE-CAST ALUMINUM HOUSING
WALL MOUNT WITH PHOTOCELL, 120 VOLT
LED TIER 1 12 W 120 V
Notes:
Est. Demand Amps:19.73 A
Receptacles 0.82 kVA 100.00% 0.82 kVA Est. Demand Load:4.74 kVA Lighting 0.09 kVA 125.00% 0.12 kVA Connected Amps:19.64 A Other 3.8 kVA 100.00% 3.8 kVA Connected Load:4.71 kVA
Load Classification Conn. Load Demand Factor Est. Demand Panel Totals Total Amps: 20 A 19.03 A
Total Load: 2.43 kVA 2.28
SPARE 20 A 1 11 0.00 0.00 12 1 20 A SPARE
SPARE 20 A 1 9 0.00 0.10 10 1 20 A DOOR SECURITY PANEL
SPARE 20 A 1 7 0.00 1.90 8 1 20 A HAND DRYER
SPARE 20 A 1 5 0.00 1.90 6 1 20 A HAND DRYER
LTG EXTERIOR 20 A 1 3 0.02 0.36 4 1 20 A FAUCET REC.
LTG INTERIOR 20 A 1 1 0.07 0.36 2 1 20 A REC. INTERIOR
Load Served Amp Pole # A (kVA) B (kVA) # Pole Amp Load Served Mounting: SURFACE Volts: 120/240 Single Wires 3 Main Type: MCB Main Rating: 50 A Location: STORAGE... Served From Phases 1 A.I.C. Rating: 22kAIC Bus Rating 50 A Branch Panel: Panel L1
SCALE: 12" = 1'-0"3 ACCESS CONTROL ONE LINE
1 1
1 1
9 1 ,1,7,$/68%0,77$/
3/$15(9,(:
6WDQGDUG&RPIRUW
6WDWLRQ
For Council Approval
Not for Bidding
CONSULTING ENGINEERS
ALAMEDA | AUBURN | NEOSHO
https://www.engent.com
SAN DIEGO | SANTA BARBARA
R
ELECTRICAL
EENIGNELANOISSEFORP
DERET SI GE R
CALIFORNIA
STATE
OF
Copyright WMB, Inc.
DATE PURPOSE
PUBLISH HISTORY:
No.
2000 L Street
Suite 125
Sacramento, CA 95811
T 209.944.9110
F 209.944.5711
www.wmbarchitects.com
5757 Pacific Avenue
Suite 226
Stockton, CA 95207
WMB Project No.
#E015491
Exp. 06/30/23
SCOTT WHEELER
5/26/2023 11:07:35 AM
E3
TITLE 24 COMPLIANCE
22-095
Roseville, CA
1 ,1,7,$/68%0,77$/
3/$15(9,(:
6WDQGDUG&RPIRUW
6WDWLRQ
For Council Approval
Not for Bidding
Project Manual for the
Silver Spruce (KT-52) Project
February 2025
The latest edition of the City of Roseville Parks Construction Standards are incorporated by reference as a part of this Project Manual. The Parks Construction Standards are available at www.roseville.ca.us/parksintheworks.
Parks, Recreation & Libraries
316 Vernon Street, Suite 400
Roseville, California 95678
www.roseville.ca.us
For Council Approval
Not for Bidding
(916) 774-5505 • (916) 773-5595 Fax • (916) 774-5220 TDD • [email protected] • www.roseville.ca.us/parks
Notice to Bidders
DATE: February 20, 2025
TO: Perspective Bidder
FROM: Heather Buck, Senior Park Development Project Manager
RE: Silver Spruce (KT-52) Park
Project Description: The City of Roseville is now accepting bid proposals for the Silver Spruce Park from pre-qualified contractors. The scope of work for the base bid includes but is not limited to: multi-use grass area, cricket pitch, shaded play area, covered picnic area, restroom building, off-street parking lot, a walking path, landscaping and irrigation. Bid alternates include an asphalt basketball court, play area with swings, a nature exploration area, additional turf area , a metal shade structure in lieu of a fabric shade structure, and a perimeter sidewalk.
Prime Contractors: At this time this project is only available for bidding by Prime Contractors listed on the City of Roseville Parks, Recreation and Libraries 2024 Pre-Qualified Contractor List. Please see attached Pre-Qualified Prime Contractors memo attached for more information.
Subcontractors: The City reserves the right to conduct a post -bid qualifications review of any subcontractors if deemed necessary.
Contract Documents: A Project Manual, including all Contract Documents and the Proposal forms for bidding this project, may be obtained online from the City of Roseville’s website at www.roseville.ca.us/business/procurement_services/bids_rfps . All communications relative to this project
shall be conducted through Public Purchase.
Potential bidders are advised to obtain all documents and specifications related to this project directly from the City of Roseville. The City of Roseville does not guarantee the accuracy of any forms, plans, or project manuals obtained through outside sources other than the City of Roseville. Furthermore, the City does not guarantee the distribution of any addendums or the accuracy of their content if obtained from a third party.
Bidders expressly assume the risk that their bid will be rejected from the use of project manuals or project plans obtained from third parties other than the City of Roseville.
Engineer’s Estimate: The engineer's estimate for construction of the base bid items is $2,824,270
Pre-Bid Meeting: No pre-bid meeting will be held for this project.
Questions: The deadline for submission of questions and clarifications regarding the Contract Documents is 3/11/2025. In order to meet the required timeline to issue addenda, questions will not be accepted after this date. Only Addenda issued by the City are binding. All questions shall be directed to the attention of Heather Buck via Public Purchase at https://roseville.ca.us/rfp .
Bid Deadline: Proposals will be received at the Office of the City Clerk, 311 Vernon Street, Roseville, California, until 3:00 p.m. on 3/18/2025. The proposals will be publicly opened and read by the City Clerk or designee of the City of Roseville in the City Clerk’s Office at 3:05 p.m. on that same day.
The July 2023 edition of the City of Roseville Parks Construction Standards will be applicable to this project.
The successful bidder will be required to use the standards contained in the book for the construction of this project.
Parks, Recreation & Libraries
Park Development
316 Vernon Street, Suite 400
Roseville, California 95678
For Council Approval
Not for Bidding
Parks, Recreation & Libraries
Park Development
316 Vernon Street, Suite 400
Roseville CA 95678
Notice to the apparent low bidder for the Silver Spruce (KT-52) Park
In order to move forward with the award of this project, the City of Roseville requests that you submit the following documents:
1. A greement (two sets of originals, single-side print) with either:
wet signatures from two corporate officers*, or
wet signature from one corporate office plus the corporate seal
* In accordance with Section 313 of the California Corporations Code, any document executed by a corporation requires the signature from at least one person from EACH of the following two groups:
GROUP ONE GROUP TWO
Chairman of the Board Secretary
President Assistant Secretary Vice President Chief Financial Officer Assistant Treasurer
If an officer holds a title in each of the above groups (dual title), that officer may sign for each of the two groups by two separate signatures with the appropriate title listed with his or her signature.
2. Public Works Faithful Performance Bond – fully executed and notarized
3. Public Works Labor and Materials Payment Bond – fully executed and notarized
4. Insurance Certificates – e-mailed to [email protected] and [email protected]
We request that all documents be received by March 28, 2025.
Please contact us if you are unable to meet this deadline.
Send completed forms to:
City of Roseville - Parks, Recreation & Libraries Department Attn: Heather Buck
316 Vernon Street, Suite 400
Roseville CA 95678
The Parks, Recreation & Libraries Department requires submittal of all of the above executed documents prior to City Council bid award.
916.774.5505 phone
916.774.5251 fax
www.roseville.ca.us
For Council Approval
Not for Bidding
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]
TABLE OF CONTENTS
Pagination Notation
Notice to Contractors NTC
Instructions to Bidders INT
Proposal PROP
Insurance Broker Information Packet INS
General Conditions for Buildings and Grounds GC
Supplemental Conditions SC
Specifications SPEC
Drawings DRAW
Assembly Bill No. 626 AB 626
For Council Approval
Not for Bidding
NTC - 1
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]
CITY OF ROSEVILLE
DEPARTMENT OF _________________
Name of Project:______________________________________________
NOTICE TO CONTRACTORS
NOTICE IS HEREBY GIVEN THAT sealed Proposals will be received at the Office of the City Clerk, 311 Vernon Street, Roseville, California, until ___________________________ at 3:00 p.m. Late Proposals will be rejected. No exceptions.
The Proposals will be publicly opened and read by the City Clerk or designee of the City of Roseville at 3:05 p.m. on _____________________, 20__ at the Office of the City Clerk located at 311 Vernon Street, Roseville California for the following project:
_____________________________________________________________________________.
A pre-bid meeting will be held at ____________________________________________ ______________________________________________.
A Project Manual, including all Contract Documents and the Proposal forms for bidding this project, may be obtained on-line from the City of Roseville’s website at https://www.roseville.ca.us/business/procurement_services/bids_rfps. All communications relative to this project shall be conducted through Public Purchase.
Bids shall be submitted on the City’s Proposal Forms included in the Project Manual, plainly endorsed with the Bidder’s name together with signed acknowledgement of any and all addenda. Proposal Forms shall be securely sealed in a suitable envelope marked with the name and address of the Bidder, and marked in capital letters on the front and back of the envelope as For Council Approval
Not for Bidding
follows:
(Name of Bidder)
(Address of Bidder)
Whether mailed or personally delivered, all bids shall be addressed to the City of Roseville, Office of the City Clerk, 311 Vernon Street, Roseville, California, 95678.
Each bid must be accompanied by a Bid Guaranty in the form of a Certificate of Deposit, C
ertified or Cashier’s Check, Bidder’s Bond or Irrevocable Standby Letter of Credit in an amount equal to at least ten percent (10%) of the Bidder’s Grand Total Price. The Bid Guaranty will be retained by the City and applied to any and all damages sustained by the City in the event that the successful Bidder fails or refuses to enter into the Contract awarded to it and to furnish all required bonds and Certificates of Insurance. The City intends to award the Contract to the lowest responsible Bidder based on the Grand Total Bid Price for all components of the Project.
To the extent allowed by law, the City reserves the right to reject any and all bids and/or to waive any irregularities or informalities in any bid or in the bidding procedure. The City specifically reserves the right to not award the Contract after the opening of bids.
Any bid may be withdrawn at any time prior to the time fixed in the public notice for the deadline submission of bids only by written request for the withdrawal of the bid filed with the City Clerk. The request shall be executed by the Bidder or his or her duly authorized representative. The withdrawal of a bid does not prejudice the right of the Bidder to file a new bid by the submission deadline. Whether or not bids are opened exactly at the time fixed in the public notice for opening bids, a bid will not be received after the deadline submission of bids NTC - 2
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] For Council Approval
Not for Bidding
NTC - 3
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] nor may any bid be withdrawn after the time fixed in the public notice for deadline for submission of bids. Immediately following the deadline for submission of bids all bids shall become the property of the City of Roseville and the City is under no obligation to return bids.
Bids will be examined and reported to the City Council within sixty (60) business days after the bid opening. Except as permitted by applicable law, no Bidder may withdraw its bid for a period of sixty (60) business days after the date of bid opening. Each Bidder will be notified of any award of the Contract by the City.
The City will affirmatively ensure non-discrimination on the basis of one or more of the following: race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, age, sexual orientation, or military and veteran status in the award and administration of contracts that it awards.
Pursuant to Public Contract Code Section 22300, the successful Bidder may submit certain securities in lieu of the City withholding retention of payments during the Project.
The City has determined that the Contractor shall possess a valid Class ___, _______________________ Contractor's license at the time that the bid is submitted, as well as any other license classification as may be required by the laws of the California for the performance of the work specified in the Contract Documents. Said license shall be maintained during the Contract period. Failure to possess the specified license shall render the bid nonresponsive and will act as a bar to the award of the Contract to any Bidder not possessing such a license at the time of bid submittal. The Contractor shall provide certification of the license, its number and the expiration date on the proposal form.
The work is to be done in Placer County. Pursuant to California Labor Code Section 1773, the City has ascertained the General Prevailing Rate of Wages in the County in which the For Council Approval
Not for Bidding
NTC - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] work is to be done to be as determined by the Director of Industrial Relations of the State of California. The Contractor is hereby made aware that information regarding prevailing wage rates may be obtained from the State Department of Industrial Relations and/or the following website address: http://www.dir.ca.gov/dlsr/DPreWageDetermination.htm. The Contractor is required to post a copy of the applicable wage rates at the job site. Attention is directed to Section 5 “Legal Relations and Responsibility” of the General Conditions.
Pursuant to Labor Code Section 1771.1(b), notice is hereby given that a contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in Labor Code Sections 1720, et seq., unless currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5 or exempt from registration requirements pursuant to Labor Code Section 1725.5(f). It is not a violation of Labor Code Section 1771.1 for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform work pursuant to Labor Code Section 1725.5 at the time the contract is awarded or is exempt from registration requirements pursuant to Labor Code Section 1725.5(f). The Contractor is hereby notified that this project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
Vehicles with a GVWR greater than 8,500 lbs. and light – duty package delivery vehicles operated in California may be subject to the California Air Resources Board Advanced Clean Fleets regulations. Such vehicles may therefore be subject to requirements to reduce emissions and air pollutants. For more information, please visit the CARB Advanced Clean Fleets For Council Approval
Not for Bidding
NTC - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] webpage at https://ww2.arb.ca.gov/our-work/programs/advanced-clean-fleets. In addition, certain off-road diesel vehicles may be subject to the CARB In-Use Off-Road Diesel-Fueled Fleets Regulation. For more information, please visit the CARB In-Use Off-Road Diesel-Fueled Fleets Regulation webpage at https://ww2.arb.ca.gov/our-work/programs/use-road-diesel-fueled- fleets-regulation.
All questions prior to the deadline for bid submissions shall be directed to the attention of ______________________________ via ________________________________ at _______________________________. The deadline for submissions of questions and clarifications regarding the Contract Documents is _______ calendar days before the deadline for bid submissions. Only Addenda issued by the City are binding.
___________________________________
City Clerk, City of Roseville
Dated: _____________________________
Published: __________________________
For Council Approval
Not for Bidding
INT - 1
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]
INSTRUCTIONS TO BIDDERS
SECTION 1. GENERAL
1-1.01 GENERAL. These Instructions to Bidders form a part of the Contract Documents. Capitalized terms are defined in the General Conditions Section 1. 1-1.02 EXAMINATION OF PLANS, CONTRACT DOCUMENTS AND
SITE OF THE WORK. The Bidder shall examine carefully the site of the Work and all the Contract Documents, including these Instructions to Bidders, and shall inform itself of the conditions relating to the execution of the Work. Failure to do so will not relieve the successful Bidder of its obligation to enter into an Agreement and complete the Work in strict accordance with the Contract Documents. Conditions relating to the execution of the Work include the requirements of federal, state, and local laws, statutes and ordinances relative to the execution of Work, including, but not limited to, applicable regulations concerning prevailing wage rates, non-discrimination in the employment of labor, protection of the public, employee health and safety, and environmental protection.
The submission of a bid shall be conclusive evidence that the Bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and scope of Work to be performed, the quantities of materials to be furnished, and as to the requirements of all the Contract Documents.
1-1.03 EXISTING INFORMATION. Where the Department has made investigations of site conditions, including subsurface conditions in areas where Work is to be performed under the Contract, such investigations are made only for the purpose of study and design. City does not represent that such conditions as found in these investigations or inferences or conclusions drawn as a result of these investigations will represent actual site For Council Approval
Not for Bidding
INT - 2
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] conditions and hereby disclaims any liability as a result of Contractor’s or Bidder’s reliance on such investigations. City will presume that all Bidders have conducted their own site investigations, including investigations of subsurface conditions. Where such investigations have been made, Bidders or Contractors may, upon written request, inspect the records of the Department as to such investigations subject to the conditions set forth in these Instructions to Bidders. Such inspection of records may be made only at the location noted above. The records of such investigations are not a part of the Contract Documents and are shown solely for the convenience of the Bidder or Contractor. The City assumes no responsibility whatsoever with respect to the sufficiency or accuracy of the investigations made, the records thereof, or of the interpretations set forth therein or made by the City in its use thereof. The City makes no warranty or guarantee, either express or implied, that the conditions indicated by such investigations or records are representative of those existing throughout such areas, or any part thereof, or that unforeseen developments may not occur, or that materials other than, or in proportions different from those indicated, may not be encountered.
No information derived from such inspection of records of investigations or compilation thereof made by the City, the Department or from the Engineer, or his or her assistants, will in any way relieve the Bidder or Contractor from properly examining the site and making such additional investigations as it may elect, or from properly fulfilling the terms of the Contract.
For Council Approval
Not for Bidding
INT - 3
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 2: BID REQUIREMENTS
2-1.01 PROPOSAL FORMS. The Department will furnish to each Bidder standard Proposal Forms, which, when filled out and executed may be submitted as the bid.
Proposals shall include all pages in the Project Manual with page numbers marked “PROP” plus the Addendum acknowledgment form (front sheet) from all Addenda received by the Bidder.
Proposals shall be removed from the Project Manual. The full Project Manual shall not be submitted with the proposal. Bids not presented on forms so furnished will be disregarded.
The Proposal and one (1) copy thereof shall be submitted as directed in the “ Notice to Contractors” under sealed cover plainly marked as a Proposal, and identifying the project to which the Proposal relates and the date of the bid opening therefor. Proposals which are not properly marked may be disregarded.
All blank spaces in the Proposal must be completed, as required, in ink. All price information shall be shown, clearly legible, in figures where required.
The Bidder shall sign the Proposal in the blank space provided therefor. If the Bidder is the sole owner, the Proposal shall be signed by the owner. If the Bidder is a corporation, the legal name of the corporation and its State of incorporation shall be set forth and the Proposal shall be signed by at least two officers authorized to sign contracts on behalf of the corporation.
If the Bidder is a partnership, the true name of the firm shall be set forth, the names and addresses of all partners shall be given and the Proposal shall be signed by a partner in the firm authorized to sign contracts on behalf of the partnership. If the Bidder is a joint venture, the Proposal shall be signed on behalf of each participating company by officers or other individuals who have the full and proper authorization to do so. If the Proposal is signed by an agent of the Bidder other than an officer of a corporation or a member of a partnership, a notarized Power of For Council Approval
Not for Bidding
INT - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Attorney must be on file with the City prior to opening of bids or must be submitted with the Proposal. If requested by the City, the Bidder shall promptly submit evidence satisfactory to the City of the authority of the person signing the Proposal. 2-1.02 SUBMISSION OF BIDS. Bids must be submitted at the prescribed time and location specified in the Notice to Contractors. Any submission received after the prescribed time shall be rejected, regardless of whether or not bids are opened exactly at the prescribed time.
Any unauthorized conditions or qualifications entered on, or changes made to, the Proposal may render it invalid and may cause its rejection.
No telegraphic, telephonic, or facsimile or other electronically transmitted bids will be considered.
2-1.03 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS. Each Proposal shall list the name, address and Contractor license number of each Subcontractor to whom the Bidder proposes to subcontract portions of the Work in an amount in excess of one- half of one percent (0.5%) of its total bid, in accordance with Section 4100 to 4114, inclusive, of the Public Contract Code for the State of California. The Bidder shall list the Subcontractor’s license number and the portion of the Work that will be done by each Subcontractor. If the Bidder fails to specify a Subcontractor for any portion of the Work, the Bidder agrees to perform that portion of the Work itself, and represents that it is qualified to perform that portion of the Work itself. The Bidder's attention is invited to other provisions of the Public Contract Code related to the imposition of penalties for a failure to observe its provisions by using unauthorized Subcontractors or by making unauthorized substitutions. 2-1.04 CONTRACTOR’S LICENSING LAWS. Attention is directed to the For Council Approval
Not for Bidding
INT - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] provisions of Business and Professions Code Chapter 9 of Division 3 concerning the licensing of Contractors.
All Bidders at the time of bid submittal shall be licensed as Contractors in accordance with the laws of this State. Any Bidder or Contractor not so licensed is subject to the penalties imposed by such laws. The form of Contractor's license required is stated in the Notice to Contractors, provided that the City makes no representation as to whether the State may require other or additional licenses. It is the Bidder's and Contractor's responsibility to obtain the correct Contractor's licenses. Bidders shall be skilled and regularly engaged in the general class or type of Work called for under this Contract.
All Bidders and Contractors, including Subcontractors, shall have a current City business license before undertaking any Work.
2-1.05 NONCOLLUSION DECLARATION. By submitting a bid, the Bidder represents and warrants that such bid is genuine and not a sham or collusive or made in the interest or on the behalf of any person therein named, and that the Bidder has not, directly or indirectly, included or solicited any other Bidder to put in a sham bid, or any other person, firm, or corporation to refrain from bidding, and that the Bidder has not in any manner sought collusion to secure the Bidder an advantage over any other Bidder.
Bidders shall submit a properly completed and executed “Noncollusion Declaration” in the form required by Public Contract Code Section 7106 and provided with the Proposal (PROP- 11).
2-1.06 DISQUALIFICATION, REMOVAL OR OTHER PREVENTION OF BIDDING. A bid may be rejected on the basis of a Bidder, any officer of such Bidder, or any employee of such Bidder who has a proprietary interest in such Bidder, having been disqualified, For Council Approval
Not for Bidding
INT - 6
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] removed, or otherwise prevented from bidding on, or completing a federal, state, or local project because of a violation of law or a safety regulation.
2-1.07 PROPOSAL GUARANTY. All bids shall be accompanied by one of the following forms of Bidder's security: Cash, a cashier's check, a certified check, or a Bidder's bond executed by an admitted California surety insurer, made payable to the City of Roseville, or any other form of security deemed acceptable by the City Attorney. The security shall be in an amount equal to at least ten percent (10%) of the amount bid. A bid will not be considered unless one of the form of Bidder's security is enclosed with it.
A Bidder's bond shall conform to the City's bond form in the Proposal and shall be properly filled out and executed.
2-1.08 SCHEDULE OF BID PRICES. Bidders are directed to submit unit and lump sum prices for all Work set forth in the Contract Documents on the Proposal Form entitled “Schedule of Bid Prices.”
Unit prices and lump sum prices, as indicated, must be entered in the appropriate spaces provided in the Schedule of Bid Prices. If applicable, unit prices shall be multiplied by the quantities shown, and the total shall be inserted in the Amount column. In the event of any error or discrepancy between the unit price and the calculated amount, the unit prices shall govern.
The City may correct any mathematical errors apparent on the face of the bid.
The amounts shown in the Amount column must be added together in arriving at the Grand Total Bid Price.
Amounts for Allowance bid items must be entered in the exact amount in the Amount column.
The prices included within the Schedule of Bid Prices shall include all costs for labor, For Council Approval
Not for Bidding
INT - 7
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] materials, tools, equipment, services, Subcontractors, suppliers, taxes, insurance, shipment, delivery, overhead, profit, and all other costs necessary to perform the Work in accordance with the Contract Documents.
The Grand Total Bid Price shall be indicated in the Summary table form included with the Schedule of Bid Prices. The Grand Total Bid Price shall be the sum of the amounts bid for each of the designated portions of the Work, as more specifically described on the Schedule of Bid Prices form itself.
Full compensation for complying with the Contract Documents, including requirements of the Standard Specifications, the General Conditions, Supplemental Conditions, and all warranties, shall be considered included in the bid items and no additional compensation shall be allowed therefor.
Full compensation for completion of all work as shown on the plans, as specified in the Specifications, and as directed by the City, shall be considered included in the bid items and no additional compensation shall be allowed.
Bidders are strongly discouraged from submitting unbalanced bids. As used herein, the term “unbalanced bid” is defined as any bid that does not include a reasonable proportionate allocation of indirect costs and profit of each bid item indicated in the Schedule of Bid Prices.
The City reserves the right to reject any unbalanced bid if the City determines that there is a reasonable doubt that an acceptance of the bid will not result in the lowest ultimate cost to the City with regard to the work or a disproportionate distribution of contract funds.
The City reserves the right to delete any bid item in its entirety and/or significantly reduce the quantity of Work under a bid item. The City makes no representation that any Work under a bid item will be performed during the course of the Project or that the Work will be For Council Approval
Not for Bidding
INT - 8
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] performed at the quantities included in the Schedule of Bid Prices. As provided in the General Conditions, for any deleted Work, Contractor shall not be entitled to payment of the indirect costs and profit included for said bid item. All bid items shall be considered distinct and severable from the remaining bid items, and each Bidder acts at its peril if its bid is unbalanced.
The City shall compare bids on the basis of the Grand Total Bid Price, which includes the base bid and any alternates designated on the Schedule of Bid Prices. Alternates may or may not be awarded, or may be awarded in any combination, at the City’s discretion. 2-1.09 WITHDRAWAL OF PROPOSALS. Any bid may be withdrawn at any time prior to the time fixed in the Notice to Contractors for the opening of bids, provided that a request in writing, executed by the Bidder or its duly authorized representative, for the withdrawal of such bid is filed with the City Clerk. Facsimile and electronic mail requests are not acceptable. The withdrawal of a bid shall not prejudice the right of a Bidder to file a new bid. The withdrawal of any bid after the time fixed in the Notice to Contractors for the opening of bids will not be permitted.
2-1.10 ADDENDUM. Proposals shall include all costs and account for all Addenda issued prior to opening of bids. The Bidder is responsible for verifying that all issued Addenda have been received. An Addendum acknowledgment form for each Addendum shall be included as part of the Proposal submittal.
2-1.11 PUBLIC OPENING OF PROPOSALS. Proposals will be publicly opened and read at the time and place indicated in the Notice to Contractors. Bidders or their authorized agents are invited to be present.
2-1.12 TRENCHING AND EXCAVATION WORK. In accordance with the provisions of California Labor Code Section 6707, if the Work involves construction of a For Council Approval
Not for Bidding
INT - 9
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] pipeline, sewer, sewage disposal system, boring or jacking pits, or similar trenches or open excavations, which are five feet (5') or deeper, each bid submitted shall contain, as a bid item, adequate sheeting, shoring, and bracing, or equivalent method, for the protection of life or limb, which shall conform to all applicable safety orders.
For Council Approval
Not for Bidding
INT - 10
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 3: EVALUATION OF BIDS
3-1.01 BID EVALUATION PROCESS. Bids will be evaluated to determine the apparent low Bidder. The apparent low Bidder will be determined on the basis of the Grand Total Bid Price, as shown in the Schedule of Bid Prices. If additive or deductive alternates are used in the Schedule of Bid Prices, the apparent low Bidder will be the Bidder with the lowest total of the bid prices for base contract items plus the alternates designated by the City as those that will be used for determining the lowest bid price. However, the City reserves the right to (1) not award any alternates or (2) award any combination of alternates.
In case of discrepancy between the total of the base contract items and any specified alternates and the stated Grand Total Bid Price, the total of the base contract items plus specified alternates shall prevail. Any mathematical errors that appear on the face of the bid will be corrected by the City and the City will use the mathematically corrected addition. For example, if the mathematical total of Bidder’s base contract items plus specified alternates equals $1,000,000, but the Bidder has written $1,250,000 as the Grand Total Bid Price, the City will consider $1,000,000 to be the Bidder’s Grand Total Bid Price for purposes of comparison to other Bidders and actual bid award. The City reserves its rights to reject or accept bids based on discrepancies between the stated Grand Total Bid Price and the actual mathematical total of the base contract bid items, plus specified alternates.
3-1.02 REJECTION OF IRREGULAR PROPOSALS. Proposals may be rejected in the City's sole discretion if they show any alterations of form, additions not called for, conditional bids, incomplete bids, erasures, or irregularities of any kind. However, the City reserves the right to waive any minor irregularities and informalities in any bid or in the bid procedure for any reason.
For Council Approval
Not for Bidding
INT - 11
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 3-1.03 COMPETITIVE BIDDING. If more than one proposal is offered by any individual, firm, partnership, corporation, association, or any combination thereof, under the same or different names, all such proposals may be rejected. A party who has quoted prices on materials or Work to a Bidder is not thereby disqualified from quoting prices to other Bidders, or from submitting a bid directly for the materials or Work.
All Bidders are put on notice that any collusive agreement to control or affect the awarding of this Contract is in violation of the competitive bidding requirements of the City Charter, State Contract Act and the Business and Professions Code and may render void any Contract let under such circumstances.
3-1.04 RELIEF OF BIDDERS. If the Bidder claims a mistake was made in its bid, the Bidder shall give the Department written notice within five (5) Days after the opening of the bids of the alleged mistake, specifying in the notice in detail how the mistake occurred. No relief from a claimed mistaken bid shall be granted unless such mistake clearly appears on the face of the bid submitted to the City. Claimed mistakes on backup worksheets, spreadsheets, computerized bidding programs, or any other similar calculative bidding mistake which is not apparent on the face of the bid shall not under any circumstance be considered as a basis for relief. The burden of proving the occurrence of a mistake entitling a Bidder to relief from its bid rests entirely on the Bidder. Relief from bids shall be in the City's sole discretion.
For Council Approval
Not for Bidding
INT - 12
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 4: AWARD AND EXECUTION OF CONTRACT
4-1.01 AWARD OF CONTRACT. The City reserves the right to reject any and all proposals and to award (or not award) any combination of bid items at its option. Any such award will be to the lowest responsible Bidder whose proposal complies with the requirements prescribed for the bid items awarded. Such award, if made, will be made within sixty (60) business days after the opening of the proposals. If the lowest responsible Bidder refuses or fails to execute the Contract, or provide an acceptable Performance Bond, Payment Bond, and insurance certificate(s), the City may award the Contract to the second lowest responsible Bidder. Such award, if made, will be made within eighty-two (82) business days after the opening of proposals. If the second lowest responsible Bidder refuses or fails to execute the Contract, or provide an acceptable Performance Bond, Payment Bond, and insurance certificate(s), the City may award the Contract to the third lowest responsible Bidder. Such award, if made, will be made within one hundred four (104) business days after the opening of the proposals. The above time periods within which the award of Contract may be made are subject to extension for such further period as may be agreed upon in writing between the City and the Bidder concerned.
4-1.02 RETURN OF BIDDER’S SECURITIES. Within ten (10) Days after the award of the Contract, the City Clerk will return all Bidders' securities, other than Bidders' bonds, accompanying the proposals that are not to be further considered in making the award.
Retained Bidders' securities will be held until the Contract has been fully executed, after which all Bidders' securities, except Bidders' bonds and any Bidders' securities that have been forfeited, will be returned.
4-1.03 CONTRACT BONDS. The successful Bidder shall furnish two (2) For Council Approval
Not for Bidding
INT - 13
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] bonds in the form contained in the section entitled Insurance Broker Information Packet and Bonds. One (1) bond shall secure the payment of the claims of laborers, mechanics or materialmen employed on the Work under the Contract, and the other bond shall guarantee the faithful performance of the Contract.
Each of the two (2) bonds shall be in a sum equal to one hundred percent (100%) of the Contract Price. If the Contract Price increases by the issuance of Change Orders, the penal amounts of the bonds required shall increase accordingly. Sureties on each of said bonds shall be satisfactory to the City.
All alterations, extensions of time, extra and additional Work, and other changes authorized by the Standard Specifications, the General Conditions, the Supplemental Conditions or any part of the Contract may be made without securing the consent of the surety or sureties on the Contract bonds.
Furthermore, the successful Bidder shall furnish a certificate from the County Clerk as required by California Civil Code of Procedure Section 995.660(a)(3). 4-1.04 INSURANCE. At the time of the execution of the Contract, the Contractor shall, at its own expense, procure, and at all times during the prosecution of the Work maintain in full force and effect Worker's Compensation Insurance, and Liability Insurance as specified in the General Conditions. The Contractor shall provide a Certificate of Insurance in the form contained in the section entitled Insurance Broker Information Packet. 4-1.05 EXECUTION OF CONTRACT. The Contract shall be signed by the successful Bidder and returned, together with all the required Contract bonds and insurance certificates, within fifteen (15) Days after the Contract has been awarded, or as otherwise directed, in writing, by the City.
For Council Approval
Not for Bidding
INT - 14
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] If the Bidder is an individual, the Contract shall be executed personally by the Bidder. If the Bidder is a partnership, it is desirable that the Contract be executed by all of the partners, but it may be executed by one of them. If the Bidder is a corporation, it must be executed by two officers of the corporation consisting of (1) the chairman of the board, president or vice president; and (2) the secretary, assistant secretary, chief financial officer, treasurer or assistant treasurer, or by a person authorized by the corporation to execute written contracts on its behalf, and the corporate seal affixed thereto. In the alternative, a person other than an officer may sign the Contract, provided evidence satisfactory to the City is provided indicating the individual’s authority to bind the corporation. If the corporate seal is not affixed to the Contract, or if it is executed by a person other than officers, or only by one officer, there must be attached to the Contract a certified copy of a resolution of the corporation authorizing such officer or person to execute written contracts for and on behalf of the corporation. If the Bidder is a joint venture, the Contract must be executed on behalf of each participating firm by officers or other individuals who have the full and proper authorization to do so. 4-1.06 FAILURE TO EXECUTE CONTRACT. Failure of the lowest responsible Bidder, the second lowest responsible Bidder, or the third lowest responsible Bidder to execute the Contract and file acceptable bonds and insurance as provided within fifteen (15) Days after the Contract has been awarded, or as otherwise directed, in writing, by the City, shall be just cause for annulment of the award and forfeiture of the Bidder's security. The successful Bidder may file with the City Clerk a written notice, signed by the Bidder or Bidder's authorized representative, specifying that the Bidder will refuse to execute the Contract if presented to Bidder. The filing of such notice shall have the same force and effect as the failure of the Bidder to execute the Contract and furnish acceptable bonds within the time prescribed.
For Council Approval
Not for Bidding
INT - 15
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 5: BID PROTEST PROCEDURES
5-1.01 POLICY/PROCEDURES. It is the policy of the City to consider fully and adjudicate promptly protests filed by prospective Bidders relating to the City’s bidding procedure or award of the Contract. Protests shall be filed and processed in accordance with Section 4.12.150 of the Roseville Municipal Code. A Bidder’s failure to follow the bid protest procedures may result in rejection of the protest by the City.
For Council Approval
Not for Bidding
PROP - 1
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] PROPOSAL TO THE DEPARTMENT OF ________________________
Project:_______________________________________
Name of Bidder _________________________________ Business Phone ________________ Business Address _______________________________________________________________ Place of Business _______________________________________________________________ Contractor’s License No. ______________________________________ License Expiration Date_______________________________________ License Classification Type __________________________________________ DIR Registration No. _________________________________________ Type of business organization:
*If a Corporation, incorporated under the laws of the State of:
City of Roseville Business License No.
The undersigned Bidder herewith submits this Proposal and binds itself on award by the City of Roseville under this bid to execute a Contract in accordance with its bid and the Contract Documents.
The Notice to Contractors, Instructions to Bidders, Form of Agreement, Specifications, General Conditions, Supplemental Conditions, Contract Drawings, and Addenda, if any, are made part of this bid and all provisions thereof are hereby accepted, and all representations and warranties are required thereby are hereby affirmed.
The work to be done is described in the Bidding Documents entitled _______________ ____________________________________________________, City of Roseville, California.
This offer shall be irrevocable for a period of sixty (60) Days after the date on which bids are opened.
For Council Approval
Not for Bidding
PROP - 2
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] The undersigned Bidder understands that any clarification made to the above or any new and different conditions or information submitted on or with its Proposal, other than that requested, may render the bid non-responsive.
The undersigned, as Bidder, declares that the only persons or parties interested in this Pr
oposal as principals are those named herein; that this Proposal is made without collusion with any other person, firm, or corporation; that the Bidder has carefully examined the location of the proposed Work, the attached Form of Agreement, and the plans, Specifications, and other Contract Documents; and agrees if this Proposal is accepted, that it will contract with the City of Roseville, in the form of a copy of the Agreement contained in the Project Manual, to provide all necessary machinery, tools, apparatus and other means of construction, and to do all the work and furnish all the materials specified in the Contract Documents, in the manner and time therein prescribed, and according to the requirements of the Director, as therein set forth, and that the Bidder will take in full payment therefore prices indicated in the Schedule of Bid Items, including all work modified by addendum numbers ________________. (IF NONE, STATE NONE)
.
Bids
are required for all Bid Items. The amount of the Bid for comparison purposes will be the total of all items awarded.
The Bidder shall set forth for each item of work, in clearly legible figures, an item (“unit”) price and a total for the item in the respective spaces provided for this purpose in the Schedule of Bid Items.
The prices included within the Schedule of Bid Items include all costs for labor, materials, tools, equipment, services, Subcontractors, suppliers, taxes, insurance, shipment, delivery, overhead, profit, and for all other costs necessary to perform the Work in accordance For Council Approval
Not for Bidding
PROP - 3
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] with the Contract Documents.
Accompanying this Proposal is _______________________________________________. (Notice: Insert the words “Cash $_________,” “ Cashier's Check,” “Certified Check,” or “Bidder's Bond,” as the case may be, in an amount equal to at least ten percent (10%) of the total of the Bid.)
The names of all persons interested in the foregoing Proposal as Principals, are as follows: ______________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________
If SOLE OWNER, execute here:
I sign as sole owner of the business named above:
_____________________________________________________________________________
If PARTNERSHIP, one or more partners sign here:
The undersigned certify that we are partners in the business named above and that we sign this bid with the full authority to do so:
____________________________________________________________________________ ____________________________________________________________________________
If CORPORATION, execute here:
Corporate Name: _______________________________________ For Council Approval
Not for Bidding
PROP - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Incorporated under the laws of the State of ____________________________________ The undersigned certify that they sign this bid with the full and proper authorization so to do:
By
Signature of Authorized Official*
Title
Typewritten or Printed Name
By
Signature of Authorized Official*
Title
Typewritten or Printed Name
If JOINT VENTURE, execute here:
Joint Venture name composed of:
The undersigned certify that they sign this bid with the full and proper authorization so to do:
Signature of Authorized Official*
Title
Typewritten or Printed Name
Signature of Authorized Official*
Title
Typewritten or Printed Name
*If Bidder is a partnership or Joint Venture, give the full names of all partners and/or Joint Ventures in the space provided (use additional sheet if required). If Bidder is a corporation, two signatures are required as follows: (1) the Chairman, President, or Vice-President and (2) the Secretary, Assistant Secretary, Chief Financial Officer, Treasurer, or Assistant Treasurer. In the alternative, this Agreement may be executed by a single officer or a person other than an officer provided that evidence satisfactory to City is provided demonstrating that such individual is authorized to bind the corporation (example, a copy of a certified resolution from the corporation’s board or a copy of the corporation’s bylaws).
For Council Approval
Not for Bidding
PROP - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] [LIST OF SUBCONTRACTORS FOLLOWS ON NEXT PAGE.]
For Council Approval
Not for Bidding
PROP - 6
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]
LIST OF SUBCONTRACTORS
Contractor’s Name: _________________________________
The Bidder is required to furnish the following information in accordance with the provisions of Section 4100 and 4114, inclusive, of the Public Contract Code of the State of California. This list and information shall include all Subcontractors that perform work, provide labor or render services to the Bidder in connection with the Project in an amount in excess of one-half of one percent (0.5%) of the total amount of the Bidder Grand Total Price.
PORTION/
TYPE OF
WORK
% OF
CONTRACT
SUB-
CONTRACTOR’S
NAME
CONTRACTOR
LICENSE NO. DIR REG NO. BUSINESS ADDRESS
(CITY, STATE)
For Council Approval
Not for Bidding
PROP - 7
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]
SECURITY FOR COMPENSATION CERTIFICATE
(Required by California Labor Code Section 1861)
TO: City Council
City of Roseville
I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this Contract.
_________________________________
_________________________________
(Signature of Bidder)
_________________________________
_________________________________
Business Address
_________________________________
Telephone
For Council Approval
Not for Bidding
PROP - 8
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] BIDDER’S BOND
City Council of the City of Roseville
KNOW ALL MEN BY THESE PRESENTS:
That we ________________________________________________________________ ___________________________________________________________, as PRINCIPAL, and ______________________________________________________________________________ a, __________________________________________ and duly authorized to transact business under the laws of the State of California, as SURETY, are held and firmly bound unto the City of Roseville in the penal sum of _______________________________________________ dollars ($________________), being at least TEN PERCENT (10%) OF THE TOTAL AMOUNT OF THE BID of the Principal above named, submitted by said Principal to the City of Roseville, acting by and through the Public Works Director, for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, to the Director of the Department to which said Bid was submitted, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH,
That whereas the Principal has submitted the above-mentioned Bid to the City Council of the City of Roseville, as aforesaid, for certain construction specifically described as follows, for which Bids are to be opened at the Office of the City Clerk located at 311 Vernon Street, Roseville, California, on ____________________________, 20__ FOR
(Copy here the exact title of work as it appears on the Proposal.) For Council Approval
Not for Bidding
PROP - 9
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] NOW, THEREFORE, IF THE AFORESAID PRINCIPAL is awarded the Contract and, within the time and manner required under the Contract Documents, after the prescribed forms are presented for signature, enters into a written Contract, in the prescribed form, in accordance with the Bid, and files all insurance and two (2) Bonds with the Department, one (1) to guarantee Faithful Performance and the other to guarantee Payment for Labor and Materials, as required by law, then this obligation shall be null and void; otherwise, it shall be and remain in full force and effect.
IN WITNESS WHEREOF, we have hereunto set our hands and seals on this _____ day of _____________________, 20___.
______________________________(Seal)
______________________________(Seal)
______________________________(Seal)
Principal
______________________________(Seal)
______________________________(Seal)
______________________________(Seal)
Surety
__________________________________
__________________________________
Business Address
NOTE: To be considered complete, both the Principal and the Surety must sign this Bidder’s Bond. In addition, signatures of those executing for the Surety must be properly acknowledged.
For Council Approval
Not for Bidding
PROP - 10
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Project ____________________________
Contractor _________________________
SCHEDULE OF BID ITEMS
For Council Approval
Not for Bidding
Project: Silver Spruce (KT-52) Park
Contractor
SCHEDULE OF BID ITEMS
The bidder, in compliance with the published Notice to Contractors , having examined the Plans and Specifications, any and all addenda, any related documents, and all of the sites of the proposed work, and being familiar with all the conditions surrounding the construction of the proposed project, including the availability of material, hereby proposes to furnish all labor, materials, and supplies, and to construct the project in accordance with the Contract Documents, within the time period set forth therein, and at the prices stated. This is a lump sum bid project. These prices are to include all labor, materials, supplies, and all other expenditures incidental to complete compliance to the Contract Documents.
The work to be included in the Contract shall be determined by the City prior to award of Contract.
The amount of the bid for comparison and award purposes shall be the total amount set forth in the “ Grand Total Bid Price”. The City reserves the right to award none, all or selected add alternates as the budget permits.
TOTAL LUMP SUM BASE BID:
Base bid includes all work as shown on the plans, project manual, and addenda to construct the Silver Spruce (KT-52) Park Project.
Numerical Total Base Bid: $__________________ ____________________________
Written Total Base Bid: ________________ __________________dollars and__________
Bid Alternates:
Bid Alternate 1: Asphalt Basketball Court
Numerical Total Bid: $______________________________________________________
Written Total Bid: _______________________________________dollars and__________
Bid Alternate 2: Swing Area
Numerical Total Bid: $______________________________________________________
Written Total Bid: _______________________________________dollars and__________
Bid Alternate 3: Nature Exploration Area
Numerical Total Bid: $______________________________________________________
Written Total Bid: _______________________________________dollars and__________
For Council Approval
Not for Bidding
Bid Alternate 4: Additional Turf Area
Numerical Total Bid: $______________________________________________________
Written Total Bid: _______________________________________dollars and__________
Bid Alternate 5: Metal Shade Structure in lieu of fabric shade structure
Numerical Total Bid: $______________________________________________________
Written Total Bid: _______________________________________dollars and__________
Bid Alternate 6: Perimeter Sidewalk
Numerical Total Bid: $______________________________________________________
Written Total Bid: _______________________________________dollars and__________
GRAND TOTAL BID PRICE:
Lump Sum Base Bid plus Add Alternates 1-6
Numerical Grand Total Bid Price: $__________________________________________________
Written Grand Total Bid Price: ___________________________________dollars and__________
The additions/deletions sheets (PROP-10C through PROP-10F) are required to be submitted with the proposal and shall be completed in their entirety. The additions/deletions sheets will not be considered for bid award, but may be used for contract change orders.
Contractor Name (print or type): ____________________________________________
Signature (by authorized representative): _____________________________________
Date: _______________________ License No.: _________________ Class: _______
For Council Approval
Not for Bidding
For Additions and Deletions Only
Contractor shall provide itemized costs as shown below for use during construction for additions or deletions only. Unit costs to be listed are based on the project plans, specifications, Parks Construction Standards and the Design & Construction Standards, unless otherwise noted. Items listed are not necessarily shown on the plans or identified in the Technical Specifications.
Item Description Unit Unit Cost
1 EC-2 Preservation of Existing Vegetation sf
2 EC-3 Hydraulic Mulch sf
3 EC-4 Hydroseeding sf
4 EC-6 Straw Mulch sf
5 EC-7 Geotextiles and Mats sf
6 EC-8 Wood Mulching sf
7 EC-10 Velocity dissipation device ea
8 EC-11 Slope Drains ea
9 EC-14 Compost Blanket sf
10 EC-16 Non-Vegetative Stabilization sf
11 SE-1 Silt Fence lf
12 SE-5 Fiber Rolls lf
13 SE-6 Gravel Bag Berm ea
14 SE-7 Street Sweeping and Vacuuming ea
15 SE-8 Sandbag Barrier lf
16 SE-9 Straw Bale Barrier lf
17 SE-10 Storm Drain Inlet Protection ea
18 TC-1 Stabilized construction entrance/exit ea
19 TC-3 Entrance/outlet tire wash ea
20 Site Security Fencing lf
21 Clear and Grub sf
22 Concrete Curb Demo lf
23 Field Staking ls
Silver Spruce (KT-52) Park
Items 1 through 19 are to be consistent with requirements detailed in California Stormwater Quality Association Stormwater Best Management Practice Handbook, latest edition.
PROP-10
For Council Approval
Not for Bidding
For Additions and Deletions Only (continued)
Item Description Unit Unit Cost
24 Rough Grading sf
25 Storm drain pipe 12" RCP lf
26 Storm drain pipe 10" PVC SDR 35 lf
27 Storm drain pipe 8" PVC SDR 35 lf
28 Storm drain pipe 4" PVC SDR 35 lf
29 4" perforated pipe lf
30 4" storm cleanout ea
31 Storm sewer manhole 13'-16' deep ea
32 Storm drain bubbler ea
33 Area drain ea
34 Bioretention soild mix and drain rock cy
35 Catch basin, 24" square ea
36 Connection to existing storm catch basin ea
37 Metered service pedestal, 200A,208/120V, 3PH, 4W ea
38 Underground pull boxes ea
39 Parking lot lights ea
40 Park lights ea
41 EV Chargers ea
42 Conduit 1" PVC lf
43 Conduit 1 1/4" PVC lf
44 Conductor #10 lf
45 Conductor #8 lf
46 Conductor #6 lf
47 Conductor #3 lf
48 Site trenching and backfill lf
49 Domestic water connection ea
50 Irrigation water connection ea
51 Domestic water backflow 2" ea
Silver Spruce (KT-52) Park
PROP-10
For Council Approval
Not for Bidding
For Additions and Deletions Only (continued)
Item Description Unit Unit Cost
52 1.5" copper pipe ea
53 Water meter box ea
54 Irrigation water meter box ea
55 Sanitary Sewer Pipe 4" PVC SDR 35 ea
56 4" sewer cleanout ea
57 Sewer connection ea
58 1.5" check valve ea
59 Pedestrian concrete pavement sf
60 Vehicular asphalt, 4" sf
61 6" vertical curb lf
62 6" concrete curb and gutter lf
63 Striping thermoplastic lf
64 Sign (ADA and /or EV) ea
65 Curb ramp lf
66 Asphalt path sf
67 Decomposed Granite sf
68 Concrete mowband 12" wide at turf lf
69 12" Wide mowstrip lf
70 Redwood header lf
71 Cricket Field Pitch (Artificial turf and concrete pad) sf 72 Trash receptacle ea
73 Bench ea
74 Picnic table ea
75 ADA picnic table ea
76 Park identification sign ea
77 Drinking fountain ea
78 Small boulders ea
79 Medium boulders ea
80 Play surfacing wood fiber cy
81 Play area ramp ea
82 Play area curb lf
83 Shrub overhead spray sf
Silver Spruce (KT-52) Park
PROP-10
For Council Approval
Not for Bidding
For Additions and Deletions Only (continued)
84 Turf overhead spray sf
85 Tree bubblers ea
86 POC (master valve and flow sensor ea
87 Controller ea
88 Booster pump and concrete pad ea
89 Soil preparation and fine grading sf
90 Treees, 15 gallon ea
91 Shrubs 1 gallon ea
92 Shrbs 5 gallon ea
93 Biofiltration Planting (Delta Biofiltration Sod) sf
94 Mulch cy
95 Turf from seed sf
96 Hydroseed mix sf
97 Landscape maintenance mo
Silver Spruce (KT-52) Park
PROP-10
For Council Approval
Not for Bidding
PROP - 11
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]
NONCOLLUSION DECLARATION TO BE EXECUTED BY
BIDDER AND SUBMITTED WITH BID
The undersigned declares:
I am the _________________ of ______________________, the party making the foregoing bid.
The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The Bidder has not directly or indirectly induced or solicited any other Bidder to put in a false or sham bid. The Bidder has not directly or indirectly colluded, conspired, connived, or agreed with any Bidder or anyone else to put in a sham bid, or to refrain from bidding. 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. All statements contained in the bid are true. 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, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.
Any person executing this declaration on behalf of a Bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the Bidder.
I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on _____________________ [date], at _____________________________ [city], ________________ [state].
____________________________________
(Signature of Declarant)
For Council Approval
Not for Bidding
PROP - 12
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]
DISQUALIFICATION QUESTIONNAIRE
The Bidder shall complete, under the penalty of perjury, the following questionnaire:
Has the Bidder, any officer of the Bidder, or any employee of the Bidder who has 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, explain the circumstances in the following space.
NAME OF BIDDER: _________________________________________ SIGNATURE OF BIDDER: ____________________________________ TITLE OF BIDDER: _________________________________________ DATE: _____________________________________________________
For Council Approval
Not for Bidding
PROP - 13
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]
ACKNOWLEDGEMENT OF INSURANCE AND BOND REQUIREMENTS
Included in the Bid Price is full compensation for the requirements set forth in the INSURANCE BROKER INFORMATION PACKET of the Project Manual.
NAME OF BIDDER: _________________________________________ SIGNATURE OF BIDDER: ____________________________________ TITLE OF BIDDER: _________________________________________ DATE: _____________________________________________________
For Council Approval
Not for Bidding
PROP - 14
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]
DISCLAIMER OF WARRANTIES AND ACCURACY OF DATA
Although soil and site investigation reports have been obtained from sources believed to be reliable, no warranty expressed or implied is made regarding accuracy, adequacy, completeness, legality, reliability or usefulness of any information contained therein. These reports are subject to change at any time, may be incomplete, and/or may contain errors. This information is provided for informational purposes only. The City of Roseville provides this information on an “as is” basis. Warranties of any kind, express or implied, or statutory, including but not limited to the implied warranties of merchantability, and fitness for a particular purpose ARE DISCLAIMED to any party viewing these documents or to any third party.
The City of Roseville does not acc ept and expressly disclaims liability to any party viewing such information, or to any third party whatsoever, for any loss, damage, or injury (including incidental or consequential damages) whether such loss, damage, or injury is the result of negligence, willful or intentional misconduct, or any other cause.
I have read and acknowledged the above disclaimer and agree to hold harmless the City of Roseville on any theory of liability for any loss, damage or injury whether in contract, strict liability or tort arising in any way out of the use or contents of the released information or documents described above or the performance of the work called for herein.
Print Name Signature
Name of Business/Company/Corporation Date
Address Phone
For Council Approval
Not for Bidding
PROP - 15
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]
END OF PROPOSAL
For Council Approval
Not for Bidding
1 [B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]
A G R E E M E N T
THIS AGREEMENT, is made and entered into this _____ day of __________________, 20_____, by and between the City of Roseville, a municipal corporation, (“CITY”), and ______________________________________________, a ____________________________, (“CONTRACTOR”); and
W I T N E S E T H:
WHEREAS, the City Council of the CITY, at a meeting held on the ____day of __________________, 20_____, approved plans and specifications for the ______________________________________________________________________________ and directed the City Clerk to advertise for sealed proposals for doing said work and providing that bids be submitted on the _____ day of ________________, 20_____; and WHEREAS, the City Clerk, thereafter duly and regularly caused a notice to be published in the manner and for the time prescribed by law; and
WHEREAS, CONTRACTOR, pursuant to the provisions of said notice duly filed a bid with the City Clerk, a true copy of which bid is now on file in the office of the City Clerk, and is hereby referred to and by this reference made a part hereof as fully as if set forth at length herein; and
WHEREAS, all bids received pursuant to said notice were opened and examined and publicly declared at the time specified in said advertisement for bids and at a meeting of the City Council held on the _____ day of ___________________, 20_____, the Council found and For Council Approval
Not for Bidding
2 [B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] declared the bid of CONTRACTOR to be the lowest responsible bid and thereupon awarded a contract to CONTRACTOR to do the work referred to in the aforementioned specifications.
NOW, THEREFORE, the parties agree as follows:
1. THE WORK. CONTRACTOR agrees:
a. To do the work and furnish all the labor, materials, tools, supplies, equipment, superintendence, insurance, and bonds required for the _______________________ ______________________________________________________________________________ in accordance with the Contract Documents (the Work).
b. To do and perform the Work contemplated hereby in a good and workmanlike manner under the direction of and to the satisfaction of the Director of Public Works of the City of Roseville.
2. PAYMENT. CITY shall pay CONTRACTOR __________________________ _________________________________________ dollars ($________________) for the Work to be done under this Agreement in accordance with the Contract Documents.
3. CONTRACT DOCUMENTS. The complete Agreement between the parties hereto consists of the following documents:
a. The advertisement for bids (including the notice to bidders, instructions to bidders and proposals);
b. The accepted bid;
c. Plans and specifications (including general conditions, supplemental conditions, special provisions and construction details); d. Bonds and insurance required by the specifications; and For Council Approval
Not for Bidding
3 [B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] e. This contract.
All documents specified above are intended to operate so that any work called for in any one and not mentioned in the other, or vice versa, is to be executed the same as if mentioned in all said documents.
4. LIQUIDATED DAMAGES. In the event CONTRACTOR does not complete the Work within the time specified, CONTRACTOR agrees that CITY will suffer damages.
Inasmuch as the actual damages which would result from such breach by CONTRACTOR under this Agreement are uncertain, and would be impractical or extremely difficult to fix, CONTRACTOR agrees that it shall pay, or CITY shall deduct from CONTRACTOR’s fee, the amount of $________ per day as liquidated damages, in the event of such delay.
5. TIME OF COMPLETION. Time is of the essence of this Agreement.
CONTRACTOR shall complete all Work under the Contract Documents within _____ Days of the date of this Contract. CONTRACTOR shall begin work by the date specified in the “Notice to Proceed” letter and shall diligently prosecute all of the Work under this Contract in all parts and requirements as defined in the Contract Documents.
6. SERVICE OF NOTICE. Any notice required or permitted to be given under this Agreement shall be deemed given when (a) personally delivered to the recipient identified below; (b) mailed by registered or certified mail, return receipt requested, postage pre-paid, to the address specified below; or (c) sent by facsimile, with confirmation of receipt, to the facsimile number identified below.
CITY OF ROSEVILLE CONTRACTOR
______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________ ______________________________ For Council Approval
Not for Bidding
4 [B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] CITY may also act through either its architect or construction manager if CITY expressly gives notice to CONTRACTOR, in writing, that CITY’s designee has authority to act for CITY in a specific capacity.
7. DISPUTES. Disputes arising from this Agreement will be determined in accordance with the Contract Documents and Public Contract Code Sections 10240-10240.13.
8. GOVERNING LAW. This Agreement shall be governed by and construed in accordance with the laws of the State of California.
9. INDEPENDENT CONTRACTOR. CONTRACTOR shall act as an independent contractor, and covenants and agrees that it will conduct itself consistent with such status, that it will neither hold itself out as, nor claim to be, an officer or employee of CITY by reason of this Agreement.
10. SUCCESSORS IN INTEREST. This Agreement shall be binding upon the heirs, successors, executors, administrators and assigns of the respective parties hereto.
11. MODIFICATION. This Agreement and each provision contained herein may be waived, amended, supplemented or eliminated only by mutual written agreement of the parties.
12. SEVERABILITY. If any of the provisions contained in this Agreement are for any reason held invalid or unenforceable, such holding shall not affect the remaining provisions or the validity and enforceability of the Agreement as a whole.
13. INTEGRATED AGREEMENT. This is an integrated agreement and contains all of the terms, considerations, understanding and promises of the parties. It shall be read as a whole.
14. CONTRACTORS LICENSE LAW. CONTRACTORS ARE REQUIRED BY LAW TO BE LICENSED AND REGULATED BY THE CONTRACTORS’ STATE LICENSE For Council Approval
Not for Bidding
5 [B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]
BOARD WHICH HAS JURISDICTION TO INVESTIGATE COMPLAINTS AGAINST
CONTRACTORS IF A COMPLAINT REGARDING A PATENT ACT OR OMISSION IS FILED WITHIN FOUR (4) YEARS OF THE DATE OF THE ALLEGED VIOLATION. A
COMPLAINT REGARDING A LATENT ACT OR OMISISON PERTAINING TO STRUCUTRAL DEFECTS MUST BE FILED WITHIN TEN (10) YEARS OF THE DATE OF THE ALLEGED VIOLATION. ANY QUESTIONS CONCERNING A CONTRACTOR MAY BE REFERRED TO THE REGISTRAR, CONTRACTORS’ STATE LICENSE BOARD, P.O.
BOX 26000, SACRAMENTO, CALIFORNIA 95826.
IN WITNESS WHEREOF, the City of Roseville, a municipal corporation, has authorized the execution of this Agreement in duplicate by its City Manager and attestation by its City Clerk under authority of Resolution No. _____, adopted by the Council of the City of Roseville on the ____day of _________________, 20_____, and CONTRACTOR has caused this Agreement to be duly executed.
CITY OF ROSEVILLE, a ___________________________, a
municipal corporation _____________________________
BY:______________________________ BY: __________________________ DOMINICK CASEY its: __________________________
City Manager
and
ATTEST:
BY: __________________________
its: __________________________
BY:______________________________
CARMEN AVALOS
City Clerk
For Council Approval
Not for Bidding
6 [B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] APPROVED AS TO FORM:
BY: ______________________________
MICHELLE SHEIDENBERGER
City Attorney
APPROVED AS TO SUBSTANCE:
BY: ______________________________
Print Name:________________________
Title:______________________________
For Council Approval
Not for Bidding
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]
INSURANCE BROKER INFORMATION PACKET
Project:_______________________________________
NOTICE TO CONTRACTOR:
For your convenience, this package contains the Requirements for Insurance and Bonds for this project, including the necessary City forms. You are required to return these forms in addition to the executed Contract within fifteen (15) calendar days after the award of the Bid, unless otherwise directed by City in writing. (See the Instructions to Bidders.)
Please insert the dollar amount of your accepted Bid into the blank on page INS-1 and present this entire package to your insurance broker if you are awarded the Bid.
For Council Approval
Not for Bidding
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]
TABLE OF CONTENTS
Page
Notice to Insurance Broker INS 1
Insurance Requirements INS 2
Public Works Faithful Performance Bond INS 10
Public Works Payment Bond INS 13
For Council Approval
Not for Bidding
INS - 1
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]
NOTICE TO INSURANCE BROKER
Your client has been awarded a bid by the City Council of the City of Roseville to perform a public works project known as ___________________________________________.
The Contract Conditions for that project require your client (“the Contractor”) to return certain evidence of insurance and bonds to the City Attorney of the City within fifteen (15) days after the Bid award, unless otherwise directed by the City in writing, or else the Bid award may be terminated and awarded to another company.
This package contains the information you will need as an insurance broker to provide the appropriate insurance and bonds to the City. The insurance coverages the Contractor needs are specified in the section entitled “Insurance Requirements.” Please note that, in addition to the insurance certificate itself, copies of several endorsements must be actually furnished.
Please refer to the Supplemental Conditions for modifications of the General Conditions, if any, and the requirements of this insurance packet.
Please use the standard City of Roseville Bond Forms provided in this package.
The Bonds required must each be in the penal amount of: $______________________.
Bonds must be sent to the following staff person:
________________________________
________________________________
________________________________
Insurance documents must be provided using one of the following methods:
a. By email to [email protected]
b. By fax to (770) 335-5727
After using one of these methods, please DO NOT also send the insurance certificate(s) by mail.
c. Or mail the documents to
City of Roseville
Insurance Compliance
P.O. Box 100085-R1
Duluth, GA 30096
For Council Approval
Not for Bidding
INS - 2
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] When forwarding the documents, please refer to the project name so that the documents can be matched with the Contract for which they are submitted.
Thank you.
For Council Approval
Not for Bidding
INS - 3
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]
INSURANCE REQUIREMENTS
The following sections are quoted from the General Conditions:
5-1.23 INSURANCE COVERAGE.
A. Evidence of Maintenance Required. The Contractor shall, at its expense, procure and at all times maintain in full force and effect at a minimum the insurance required by this section on all of its operations; and the Contractor shall not allow any Subcontractor to commence work until similar insurance required of the Subcontractor has been obtained and filed. An original Certificate of Insurance, and copies of all required endorsements, all in a form approved by the Risk Manager, evidencing all required coverage or policies shall be filed after the award of the bid and prior to approval of the Contract by the City Council. Contractor shall provide ten (10) days prior written notice to the City of any reduction of coverage limits or cancellation of the coverage or policies shall be given to the City of Roseville as Certificate holder.
B. Qualifying Insurers. With the exception of the State Compensation Insurance Fund, all required insurance policies shall be issued by companies acceptable to the City and licensed to do business in the State of California and who hold a current policy holders alphabetic and financial size category rating of not less than AVII according to the most recent issue of Best's Insurance Reports.
C. Insurance Required.
1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations with limits of no less than Two Million Dollars ($2,000,000) per occurrence for bodily injury, personal injury and property damage for projects under One Million Dollars ($1,000,000) and For Council Approval
Not for Bidding
INS - 4
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] limits of no less than Five Million Dollars ($5,000,000) per occurrence for bodily injury, personal injury and property damage for projects over One Million Dollars ($1,000,000). If a general aggregate limit applies, either the aggregate limit shall apply separately to this project or the general aggregate limit shall be twice the required occurrence limit.
The Commercial General Liability insurance shall include the following, copies of which shall be provided:
a. Inclusion of the City of Roseville, and its officers, agents, employees, and volunteers, as additional insureds (except for workers’ compensation) as respects services or operations under the Contract. The additional insured endorsement for the general liability policy shall be at least as broad as the ISO CG 2010 10 01 combined with ISO CGL Endorsement CG 2037 10 01. Any other endorsement must be approved in writing by the City.
Endorsements must include coverage for on-going and completed operations, which coverage shall be maintained for four (4) years following completion of the Project. Endorsements shall cover the City of Roseville, its officers, agents, employees, and volunteers. b. The insurance shall provide coverage for claims by one insured against another insured and the policies shall not contain any cross-suits exclusions, cross- liability exclusions, or insured versus insured exclusions. The policies shall not contain any classification exclusions purporting to deny coverage for any work to be performed by Contractor or any of its Subcontractors.
c. Stipulation that the insurance is primary and noncontributory, as evidenced by a separate endorsement (CG 20 01 04 13 or an equivalent) or section of the policy, and that neither the City nor its insurers will be called upon to contribute to a loss. d. Such insurance shall specifically cover the contractual liability of For Council Approval
Not for Bidding
INS - 5
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] the Contractor.
e. Any available insurance proceeds in excess of the specified minimum insurance coverage requirements and limits shall be available to the additional insureds. Furthermore, the requirements for coverage and limits shall be: (1) the minimum coverage and limits specified in this Agreement; or (2) the full coverage and maximum limits of any insurance proceeds available to the named insureds, whichever is greater. f. Waiver of subrogation endorsement.
g. The Contractor shall furnish a certificate for the period covered.
2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering Code 1 (any auto), or if Contractor has no owned autos, Code 8 (hired) and Code 9 (non-owned), with limits of no less than One Million Dollars ($1,000,000) per accident for bodily injury and property damage.
3. Workers' Compensation: In accordance with the provisions of the California Labor Code, Contractor is required to be insured against liability for Workers' Compensation or to undertake self-insurance. Statutory Workers' Compensation and Employers' Liability of at least One Million Dollars ($1,000,000) shall cover all Contractors staff while performing any work incidental to the performance or this Agreement.
4. Professional Liability: Professional Liability (Errors and Omission) Insurance appropriate to Contractor’s profession, with a limit of liability not less than One Million Dollars ($1,000,000) per occurrence or claim and Two Million Dollars ($2,000,000) aggregate to cover all design and engineering services rendered by Contractor pursuant to the Agreement. Coverage must commence from the first day that Contractor or any of its Subcontractors provided any design or engineering services in connection with the Project.
For Council Approval
Not for Bidding
INS - 6
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]
5. Builder’s Risk/Course of Construction Insurance Is ____ OR Is Not ____ Required by Risk Management: The Contractor shall be responsible for all loss, damage or de
struction whatsoever to the work called for by this Contract until the approval of a Notice of Completion or acceptance of the Work if no Notice of Completion is to be recorded.
The C
ontractor shall secure “All Risk” type of builder's Risk Insurance of the type covering one hundred percent (100%) of the value of the work performed under this Contract (the value is presumed to be the Contract amount unless otherwise stated in Supplemental Conditions) and all materials, equipment, or other items to be incorporated therein while the same are located at the construction site, a bonded warehouse, or its place of manufacture. At any time, the policy shall cover the value of the work completed. The policy shall cover hazards including the losses due to fire, explosion, hail, rain, lightning, flood (separate insurance as needed), vandalism, malicious mischief, wind, collapse, aircraft, and smoke.
The policies providing such insurance shall name the City as a loss payee as its respective interests may appear, and certified copies of such policies shall be filed with the City. The maximum deductible allowable under the Builder's All Risk policy shall be five percent (5%) of the Contract amount.
Builder's Risk Insurance is not required for coverage of losses in excess of five percent (5%) of the Contract amount for damages resulting from earthquake in excess of a magnitude of
3.5 on the Richter scale, or tidal waves. Coverage in the amount of five percent (5%) of the Contract amount for such losses is required.
6. Pollution Coverage: Contractor shall procure pollution liability coverage or other insurance covering claims for bodily injury or property damage arising out of the abatement, removal, storage, transportation, or other exposure to hazardous materials or For Council Approval
Not for Bidding
INS - 7
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] pollutants, in limits not less than Two Million Dollars ($2,000,000). Contractor shall add the City and all parties required to be indemnified by Contractor as additional insured on all pollution liability policies.
7. Higher Coverage Limits: If Contractor maintains higher coverage limits than the amounts shown above, then the City requires and shall be entitled to coverage for the higher coverage limits maintained by Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.
8. Claims Made Coverage: Liability insurance coverage may not be written on a “claims made” or modified occurrence basis. The Certificate of Insurance must clearly provide that the coverage is on an “occurrence” basis.
5-1.24 OTHER INSURANCE PROVISIONS.
A. The requirements of the Standard Specifications as to types and limits of insurance coverage to be maintained by the Contractor, and any approval of insurance by the City, are not intended to, and shall not in any manner limit or qualify the liabilities and obligations otherwise assumed by the Contractor pursuant to the Contract, including, but not limited to, the provisions concerning indemnification, nor preclude the City from taking any other action available to it under any other provision of the Contract or law.
B. The City acknowledges that some insurance requirements contained in these Standard Specifications may be fulfilled by self-insurance on the part of the Contractor.
However, this shall not in any way limit liabilities assumed by Contractor under the Contract.
Any self-insurance must be approved in writing by the City, in its sole discretion and shall not reduce the limits of liability. Any deductibles or self-insured retentions (“SIR”) must be declared on the certificate of insurance and approved by City in writing. Policies containing any For Council Approval
Not for Bidding
INS - 8
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SIR provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named insured or City. City reserves the right to obtain a full certified copy of any insurance policy and endorsements. The failure to exercise this right shall not constitute a waiver of such right.
C. The Contractor agrees to include in its contracts with all subcontractors the same requirements and provisions of this Contract, including the indemnity and insurance requirements, to the extent they apply to the scope of the subcontractor’s work. Furthermore, the Contractor shall require its subcontractors to agree to be bound to the Contractor and the City in the same manner and to the same extent as the Contractor is bound to the City under this Contract. Additionally, the Contractor shall obligate its subcontractors to comply with these same provisions with respect to any tertiary subcontractor, regardless of tier. A copy of the City’s indemnity and insurance provisions will be furnished to the subcontractor or tertiary subcontractor upon request. Alternatively, the Contractor may insure subcontractor(s) under its own policy.
D. The City, its officers, agents, employees, and volunteers are to be covered as insureds with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the Contractor; and with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment furnished in connection with such work or operations. Coverage shall not extend to any indemnity coverage for the active negligence of the additional insured in any case where an agreement to indemnify the additional insured would be invalid under California Insurance Code Section 11580.04.
E. The limits of insurance required in this Contract may be satisfied by a combination of primary and excess insurance. Any excess insurance shall contain or be For Council Approval
Not for Bidding
INS - 9
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of the City (if agreed to in a written contract) before the City’s own insurance shall be called upon to protect it as a named insured.
F. The insurance procured by Contractor shall be subject to the approval of the City, but any acceptance of insurance certificates by the City shall in no way limit or relieve Contractor of its duties and responsibilities under the Agreement.
G. Contractor shall be responsible for all premiums, deductibles, and self- insured retention applicable to the insurance it is required to procure under the Contract. All deductibles or self-insured retentions over five hundred thousand dollars ($500,000) must be approved by the City, in writing. Contractor shall be responsible for all deductibles, self-insured retention payments, and/or increased premiums incurred if the City’s policies of insurance are forced to cover damages or respond to claims for which Contractor or its Subcontractors were obligated to provide insurance under the Contract.
H. Failure of the City to enforce in a timely manner any of the requirements of these insurance provisions shall not act as a waiver to enforcement of any of these provisions at a later date.
I. Contractor’s indemnity obligations shall not be limited by these insurance provisions and shall survive the expiration of the Contract and the insurance provisions of the Contract shall likewise not be limited by the indemnity provisions of the Contract.
J. THE CITY RESERVES THE RIGHT TO WITHHOLD ANY
PROGRESS PAYMENTS TO THE CONTRACTOR IN THE EVENT OF
NONCOMPLIANCE WITH ANY INSURANCE REQUIREMENTS.
For Council Approval
Not for Bidding
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]
PUBLIC WORKS
FAITHFUL PERFORMANCE BOND
(Project: ______________________________________________)
WHEREAS, the City of Roseville (“CITY”) has awarded a bid and contract to ___________________________________________________________________ as contractor (“PRINCIPAL”) for the public work described as __________________ _________________________________________________ (the “WORK”). The contract (“AGREEMENT”), for the public work described above, and all of its terms and conditions are incorporated by reference and made a part hereof; and
WHEREAS, the PRINCIPAL is required to furnish a bond in connection with the AGREEMENT guaranteeing its faithful performance; and
NOW, THEREFORE, we the undersigned PRINCIPAL and _________________ ____________________________, a _______________________________, admitted and duly authorized to transact business under the laws of the State of California, as SURETY (“SURETY”), are held and firmly bound unto the CITY or its successors and assigns in the sum of ____________________________________________________ dollars ($___________________) (which amount is not less than 100% of the AGREEMENT price) to be paid to the CITY or its successors and assigns; and 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 PRINCIPAL, or its heirs, executors, administrators, successors or assigns, shall abide by, and in all respects promptly and faithfully perform the covenants, conditions and provisions in said AGREEMENT and any alteration thereof made as therein provided, notice of which alterations to Surety being hereby waived, on its part to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless CITY, its officers, agents, employees, volunteers as therein stipulated, then this obligation shall be null and void; otherwise, this obligation shall be and remain in full force and effect.
As condition precedent to the satisfactory completion of the contract, the obligation of the PRINCIPAL and SURETY under this Bond shall remain in effect for a period of one (1) year after the completion and acceptance of the WORK. During that time, if the PRINCIPAL, its heirs, executors, administrators, successors or assigns fails to make full, complete and satisfactory repair and replacement or totally protect the CITY from any loss or damage made evident during that year which results from or is caused by either defective materials or faulty workmanship in the prosecution of the WORK, then the obligation shall remain in full force and effect. However, anything in Bond No. __________
Premium $_________
For Council Approval
Not for Bidding
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] this paragraph to the contrary notwithstanding, the obligation of the SURETY shall continue so long as any obligation of the PRINCIPAL remains.
No prepayment or delay in payments, and no change, extension, addition or alteration of any provision of the AGREEMENT or in the specifications agreed to between the PRINCIPAL and the CITY, or any forbearance on the part of the CITY shall operate to relieve the SURETY. The SURETY hereby waives the provisions of Section 2819 of the California Civil Code. The SURETY waives all rights of subrogation against the CITY or any person employed by the CITY. If the contract price increases by the issuance of change orders, the amount specified in this bond shall increase by the same amount.
Whenever PRINCIPAL shall be and declared by CITY to be in default under the AGREEMENT, SURETY shall promptly remedy the default, or shall promptly do one of the follow at CITY’s election:
1. Undertake through its agents or independent contractors, reasonably acceptable to CITY, to complete the AGREEMENT in accordance with its terms and conditions and to pay and perform all obligations of PRINCIPAL under the AGREEMENT, including without limitation, all obligations with respect to warranties, guarantees, and the payment of liquidated damages.
2. Reimburse CITY for all costs CITY incurs in completing the AGREEMENT, and in correcting, repairing or replacing defects in materials or workmanship and/or materials and workmanship which do not conform to the specifications in the AGREEMENT.
SURETY’s obligations hereunder are independent of the obligations of any other surety for the performance of the AGREEMENT, and suit may be brought against SURETY and such other sureties, jointly and severally, or against any one or more of them, or against less than all of them without impairing CITY’s rights against the others.
No right of action shall accrue on this bond to or for the use of any person or corporation other than CITY or its successors or assigns.
As part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by CITY in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered.
[SIGNATURES NEXT PAGE]
For Council Approval
Not for Bidding
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] IN WITNESS WHEREOF, this instrument has been duly executed by the PRINCIPAL and SURETY above-named, on the ____ day of __________________, 20___.
PRINCIPAL: SURETY:
BY:____________________________ BY:__________________________ PRINT NAME: ________________________ PRINT NAME: ______________________ PRINT TITLE: ________________________ PRINT TITLE:_______________________
AND MAILING ADDRESS:
BY: ___________________________ _____________________________ PRINT NAME: ________________________ ___________________________________ PRINT TITLE:_________________________ ___________________________________
(Notarization by Surety and copy of
Power of Attorney required.)
APPROVED AS TO FORM:
BY: ________
City Attorney
For Council Approval
Not for Bidding
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]
PUBLIC WORKS
LABOR AND MATERIALS PAYMENT BOND
(Project: ______________________________________________)
WHEREAS, the City of Roseville (“CITY”), has awarded a bid and contract to ______________________________________________________________________ as contractor (“PRINCIPAL”), for the public work described as ____________________ ________________________________________________ (the “WORK”). The contract (“AGREEMENT”), for the public work described above, and all of its terms and conditions are incorporated by reference and made a part hereof; and
WHEREAS, the PRINCIPAL is required to furnish a bond in connection with the AGREEMENT guaranteeing payment of persons who provide labor and material; and
NOW, THEREFORE, we the undersigned PRINCIPAL and _________________ ____________________________, a _______________________________, admitted and duly authorized to transact business under the laws of the State of California, as SURETY (“SURETY”), are held and firmly bound unto the CITY or its successors and assigns in the sum of ____________________________________________________ dollars ($___________________) (which amount is not less than 100% of the AGREEMENT price) to be paid to the CITY or its successors and assigns; and 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 the obligation is such that if the PRINCIPAL, its subcontractors, heirs, executors, administrators, successors or assigns fails to pay any of the persons named in Section 8004 or 9100 of the Civil Code of the State of California, or the amounts due under the Unemployment Insurance Code of the State of California, or any amounts required to be deducted, withheld and paid over to the Employment Development Department from the wages of employees of the PRINCIPAL and its subcontractors pursuant to Section 13020 of the Unemployment Insurance Code, with respect to work or labor performed by any such claimant, that the SURETY will pay for the same, in an amount not exceeding the sum specified in this bond, and also, in case suit is brought upon the bond, shall pay reasonable attorneys’ fees, to be fixed by the Court.
This bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file a Stop Payment Notice pursuant to the provisions of Section 9350 et seq. of the Civil Code of the State of California, so as to give a right of action to them or their assigns in any suit brought upon this bond.
Bond No. __________
Premium $_________
For Council Approval
Not for Bidding
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] No prepayment or delay in payments, and no change, extension, addition or alteration of any provision of the AGREEMENT or in the specifications agreed to between the PRINCIPAL and the CITY, or any forbearance on the part of the CITY shall operate to relieve the SURETY. The SURETY hereby waives the provisions of Section 2819 of the California Civil Code. The SURETY waives all rights of subrogation against the CITY or any person employed by the CITY. If the contract price increases by the issuance of change orders, the amount specified in this bond shall increase by the same amount.
As part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by CITY in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered.
IN WITNESS WHEREOF, this instrument has been duly executed by the PRINCIPAL and SURETY above-named, on the _____ day of __________________, 20__.
PRINCIPAL: SURETY:
BY:____________________________ BY:__________________________ PRINT NAME: ________________________ PRINT NAME: ______________________ PRINT TITLE: ________________________ PRINT TITLE:_______________________
AND MAILING ADDRESS:
BY: ___________________________ _____________________________ PRINT NAME: ________________________ ___________________________________ PRINT TITLE:_________________________ ___________________________________
(Notarization by Surety and copy of
Power of Attorney required.)
APPROVED AS TO FORM:
BY: ________
City Attorney
For Council Approval
Not for Bidding
GC
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]
CITY OF ROSEVILLE
GENERAL CONDITIONS
FOR
BUILDINGS AND GROUNDS
For Council Approval
Not for Bidding
GC – i
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]
CITY OF ROSEVILLE
GENERAL CONDITIONS
FOR
BUILDINGS AND GROUNDS
SECTION 1: DEFINITIONS AND TERMS .................................................................... GC-1:1 1-1.01 GENERAL ...................................................................................................... GC-1:1 1-1.02 ACCEPTANCE .............................................................................................. GC-1:1 1-1.03 ADDENDUM .................................................................................................. GC-1:1 1-1.04 AS-BUILT DOCUMENTS, AS-BUILT DRAWINGS AND RECORD DOCUMENTS ................................................................................................ GC-1:1 1-1.05 ASSESSMENT ............................................................................................... GC-1:1 1-1.06 BENEFICIAL OCCUPANCY ...................................................................... GC-1:2 1-1.07 BID GUARANTY ........................................................................................... GC-1:2 1-1.08 BIDDER .......................................................................................................... GC-1:2 1-1.09 BIDDING DOCUMENTS ............................................................................. GC-1:2 1-1.10 CHANGE ORDER ......................................................................................... GC-1:2 1-1.11 CITY ................................................................................................................ GC-1:2 1-1.12 CITY ATTORNEY ........................................................................................ GC-1:2 1-1.13 CITY CLERK ................................................................................................. GC-1:2 1-1.14 CLAIM ............................................................................................................ GC-1:2 1-1.15 CONSTRUCTION SCHEDULE .................................................................. GC-1:3 1-1.16 CONTRACT OR AGREEMENT ................................................................. GC-1:3 1-1.17 CONTRACT CONDITIONS ........................................................................ GC-1:3 1-1.18 CONTRACT DOCUMENTS ........................................................................ GC-1:3 1-1.19 CONTRACT DRAWINGS ............................................................................ GC-1:3 1-1.20 CONTRACT PRICE ...................................................................................... GC-1:4 1-1.21 CONTRACT TIME ....................................................................................... GC-1:4 1-1.22 CONTRACTOR ............................................................................................. GC-1:4 1-1.23 DAY OR DAYS ............................................................................................... GC-1:4 1-1.24 DEPARTMENT ............................................................................................. GC-1:4 1-1.25 DIRECT COSTS ............................................................................................ GC-1:4 1-1-26 DIRECTOR. ................................................................................................... GC-1:6 1-1.27 EMERGENCY. .............................................................................................. GC-1:6 1-1.28 ENGINEER OR ARCHITECT ..................................................................... GC-1:7 1-1.29 FINAL COMPLETION ................................................................................. GC-1:7 1-1.30 FORCE ACCOUNT ....................................................................................... GC-1:7 1-1.31 GENERAL NOTES ........................................................................................ GC-1:7 1-1.32 INSTALLATION, INSTALL ........................................................................ GC-1:7 1-1.33 LABORATORY ............................................................................................. GC-1:7 1-1.34 LEGAL HOLIDAYS ...................................................................................... GC-1:7 1-1.35 LIQUIDATED DAMAGES ........................................................................... GC-1:7 1-1.36 NOTICE OF COMPLETION ....................................................................... GC-1:8 1-1.37 NOTICE TO PROCEED ............................................................................... GC-1:8 1-1.38 NOTICE OF TERMINATION ..................................................................... GC-1:8 For Council Approval
Not for Bidding
GC – ii
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 1-1.39 OVERHEAD ................................................................................................... GC-1:8 1-1.40 PREMISES ..................................................................................................... GC-1:9 1-1.41 PROFESSIONAL ENGINEER .................................................................... GC-1:9 1-1.42 PROJECT MANUAL .................................................................................... GC-1:9 1-1.43 PROPOSAL FORMS ..................................................................................... GC-1:9 1-1.44 REQUEST FOR INFORMATION (RFI). ................................................... GC-1:9 1-1.45 SAFETY .......................................................................................................... GC-1:9 1-1.46 SCHEDULE OF VALUES. ........................................................................... GC-1:9 1-1.47 SHOP DRAWINGS ...................................................................................... GC-1:10 1-1.48 SPECIFICATIONS ...................................................................................... GC-1:10 1-1.49 SUBCONTRACTOR ................................................................................... GC-1:10 1-1.50 SUBMITTALS ............................................................................................. GC-1:10 1-1.51 SUPPLEMENTAL CONDITIONS ............................................................ GC-1:10 1-1.52 SUPPLIER .................................................................................................... GC-1:10 1-1.53 WORK ........................................................................................................... GC-1:11 1-1.54 WORK SITE ................................................................................................. GC-1:11 1-1.55 WORKING DRAWINGS ............................................................................ GC-1:11 SECTION 2: CONTROL AND SCOPE OF THE WORK ............................................. GC-2:1 2-1.01 AUTHORITY OF DIRECTOR .................................................................... GC-2:1 2-1.02 INTENT OF CONTRACT DOCUMENTS .................................................. GC-2:1 2-1.03 EXAMINATION AND VERIFICATION OF CONTRACT
DOCUMENTS ................................................................................................ GC-2:2 2-1.04 CONTRACT DRAWINGS ............................................................................ GC-2:3 2-1.05 COORDINATION AND INTERPRETATION OF CONTRACT
DOCUMENTS ................................................................................................ GC-2:3 2-1.06 INDEPENDENT CONTRACTOR STATUS ............................................... GC-2:5 2-1.07 ORDER OF WORK ....................................................................................... GC-2:5 2-1.08 SUBMITTALS ............................................................................................... GC-2:5 2-1.08A SHOP DRAWINGS.................................................................................. GC-2:6 2-1.08B DESCRIPTIVE DATA ............................................................................ GC-2:7 2-1.08C SAMPLES ................................................................................................ GC-2:7 2-1.08D MANUALS, INSTRUCTIONS AND AFFIDAVIT ................................ GC-2:7 2-1.08E ALTERNATIVES................................................................................... GC-2:10 2-1.09 DISPOSAL OF MATERIAL OUTSIDE THE WORK SITE ................... GC-2:12 2-1.10 ACCESS TO THE WORK .......................................................................... GC-2:12 2-1.11 TEMPORARY UTILITIES ........................................................................ GC-2:12 2-1.12 UTILITY FACILITIES ............................................................................... GC-2:13 2-1.13 PRESERVATION AND CLEANING ........................................................ GC-2:14 2-1.14 LIMITATIONS ON WORK SITE AND PREMISES ............................... GC-2:14 2-1.15 DUST CONTROL ........................................................................................ GC-2:15 2-1.16 SANITATION .............................................................................................. GC-2:15 2-1.17 NIGHT WORK AND NORMAL WORKING HOURS............................ GC-2:15 2-1.18 LINES AND GRADES ................................................................................. GC-2:16 2-1.19 ARCHEOLOGICAL DISCOVERIES ....................................................... GC-2:17 2-1.20 PRESERVATION OF MONUMENTS ...................................................... GC-2:17 2-1.21 CONFORMITY WITH CONTRACT DOCUMENTS ............................. GC-2:18 For Council Approval
Not for Bidding
GC – iii
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 2-1.22 FINAL CLEANUP ....................................................................................... GC-2:18 2-1.23 AS-BUILT DOCUMENTS AND DRAWINGS ......................................... GC-2:18 2-1.24 SUPERINTENDENCE ................................................................................ GC-2:19 2-1.25 CHARACTER OF WORKER .................................................................... GC-2:20 2-1.26 INSPECTION ............................................................................................... GC-2:20 2-1.27 REMOVAL OF REJECTED AND UNAUTHORIZED WORK ............. GC-2:21 SECTION 3: CHANGES IN THE WORK ...................................................................... GC-3:1 3-1.01 CHANGES ...................................................................................................... GC-3:1 3-1.02 PROPOSED CHANGE ORDERS ................................................................ GC-3:2 3-1.03 EMERGENCY AND INDETERMINATE TYPE CHANGE ORDERS ... GC-3:3 3-1.04 EXECUTED CHANGE ORDER .................................................................. GC-3:3 3-1.05 CONTRACT PRICE ADJUSTMENT ......................................................... GC-3:3 3-1.06 FORCE ACCOUNT PAYMENT .................................................................. GC-3:5 3-1.06A LABOR ..................................................................................................... GC-3:6 3-1.06B MATERIALS ............................................................................................ GC-3:6 3-1.06C EQUIPMENT........................................................................................... GC-3:7 3-1.06D MARKUPS ............................................................................................... GC-3:8 3-1.06E RECORDS ................................................................................................ GC-3:9 3-1.07 COST REDUCTION PROPOSALS ........................................................... GC-3:11 SECTION 4: CONTROL OF MATERIALS ................................................................... GC-4:1 4-1.01 MATERIALS ................................................................................................. GC-4:1 4-1.02 PRODUCT AND REFERENCE STANDARDS .......................................... GC-4:2 4-1.03 SAMPLING AND TESTING OF MATERIALS ......................................... GC-4:2 4-1.04 CERTIFICATES OF COMPLIANCE ......................................................... GC-4:7 SECTION 5: LEGAL RELATIONS AND RESPONSIBILITY .................................... GC-5:1 5-1.01 LAWS TO BE OBSERVED .......................................................................... GC-5:1 5-1.02 HOURS OF LABOR ...................................................................................... GC-5:1 5-1.03 NONDISCRIMINATION ............................................................................. GC-5:2 5-1.04 PREVAILING WAGE ................................................................................... GC-5:3 5-1.05 REGISTRATION REQUIRED AS QUALIFICATION TO BID .............. GC-5:6 5-1.06 PAYROLL RECORDS .................................................................................. GC-5:7 5-1.07 SAFETY REQUIREMENTS ...................................................................... GC-5:10 5-1.08 SUBSURFACE EXCAVATIONS, NOTIFICATION ............................... GC-5:15 5-1.09 PUBLIC SAFETY ........................................................................................ GC-5:15 5-1.10 EMERGENCIES .......................................................................................... GC-5:17 5-1.11 APPRENTICES ........................................................................................... GC-5:18 5-1.12 FAIR LABOR STANDARDS ACT ............................................................ GC-5:18 5-1.13 WORKERS' COMPENSATION ................................................................ GC-5:19 5-1.14 AIR POLLUTION CONTROL AND ASBESTOS .................................... GC-5:19 5-1.15 USE OF PESTICIDES ................................................................................. GC-5:20 5-1.16 SOUND AND LIGHT CONTROL REQUIREMENTS ............................ GC-5:20 5-1.17 WEIGHT LIMITATIONS .......................................................................... GC-5:21 5-1.18 ENVIRONMENTAL CLEARANCES; MITIGATION MONITORING PROGRAMS; AND REGULATORY AGENCY PERMIT
For Council Approval
Not for Bidding
GC – iv
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] REQUIREMENTS ....................................................................................... GC-5:21 5-1.19 PERMITS AND LICENSES ....................................................................... GC-5:21 5-1.20 WATER POLLUTION ................................................................................ GC-5:22 5-1.21 PROTECTION AND USE OF PROPERTY .............................................. GC-5:23 5-1.22 RESPONSIBILITY FOR DAMAGE AND INDEMNIFICATION ......... GC-5:24 5-1.23 INSURANCE COVERAGE ........................................................................ GC-5:26 5-1.24 OTHER INSURANCE PROVISIONS ....................................................... GC-5:31 5-1.25 THIRD PARTY BENEFICIARY ............................................................... GC-5:33 5-1.26 COORDINATION AND ACCESS ............................................................. GC-5:33 5-1.27 OCCUPANCY BY THE DEPARTMENT PRIOR TO ACCEPTANCE .. GC-5:34 5-1.28 RIGHT TO OPERATE UNSATISFACTORY FACILITIES AND
EQUIPMENT ............................................................................................... GC-5:35 5-1.29 CONTRACTOR'S RESPONSIBILITY FOR THE WORK .................... GC-5:36 5-1.30 RESPONSIBILITY FOR UTILITIES ....................................................... GC-5:37 5-1.31 PROPERTY RIGHTS IN MATERIALS ................................................... GC-5:39 5-1.32 COURT ORDERED DELAY ...................................................................... GC-5:39 5-1.33 NO PERSONAL LIABILITY ..................................................................... GC-5:39 5-1.34 RIGHTS IN LAND AND IMPROVEMENTS ........................................... GC-5:40 5-1.35 ANTITRUST CLAIMS ................................................................................ GC-5:40 5-1.36 RIGHTS TO DRAWINGS, TECHNICAL DATA PATENTS ................. GC-5:40 5-1.37 PAYMENT OF TAXES ............................................................................... GC-5:41 5-1.38 GRATUITIES AND CONFLICT OF INTEREST .................................... GC-5:42 5-1.39 COOPERATION.......................................................................................... GC-5:43 5-1.40 DIGGING TRENCHES OR OTHER EXCAVATIONS .......................... GC-5:43 5-1.41 CONTRACTOR REGISTRATION ........................................................... GC-5:44 5-1.42 CITY OF ROSEVILLE ENCROACHMENT PERMITS AND
RIGHTS-OF-WAY ...................................................................................... GC-5:45 SECTION 6: PROSECUTION AND PROGRESS .......................................................... GC-6:1 6-1.01 SUBLETTING AND SUBCONTRACTING ............................................... GC-6:1 6-1.02 ASSIGNMENT ............................................................................................... GC-6:2 6-1.03 BEGINNING OF WORK .............................................................................. GC-6:2 6-1.04 PROGRESS SCHEDULE. ............................................................................ GC-6:3 6-1.05 SCHEDULE OF VALUES ............................................................................ GC-6:9 6-1.06 CITY’S RIGHT TO STOP WORK .............................................................. GC-6:9 6-1.07 TIME OF COMPLETION .......................................................................... GC-6:11 6-1.08 LIQUIDATED DAMAGES ......................................................................... GC-6:12 6-1.09 DELAYS AND EXTENSIONS TO THE WORK ...................................... GC-6:13 6-1.10 TERMINATION .......................................................................................... GC-6:18 6-1.10A TERMINATION OF AGREEMENT – CONVENIENCE OF CITY.. GC-6:18 6-1.10B TERMINATION OF AGREEMENT - FOR CAUSE .......................... GC-6:21 SECTION 7: ACCEPTANCE AND PAYMENT ............................................................ GC-7:1 7-1.01 ACCEPTANCE .............................................................................................. GC-7:1 7-1.02 SCOPE OF PAYMENT ................................................................................. GC-7:2 7-1.03 NOTICE OF POTENTIAL CLAIM ............................................................ GC-7:2 7-1.04 CLAIMS ......................................................................................................... GC-7:5 For Council Approval
Not for Bidding
GC – v
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] 7-1.05 DISPUTE RESOLUTION PROCEDURE ................................................... GC-7:6 7-1.06 STOP PAYMENT NOTICES ....................................................................... GC-7:7 7-1.07 PROGRESS PAYMENTS ............................................................................. GC-7:7 7-1.08 PAYMENT FOR MATERIALS AND EQUIPMENT ON HAND ............. GC-7:9 7-1.09 RETENTION ON PROGRESS PAYMENTS ........................................... GC-7:11 7-1.10 FINAL PAYMENT ..................................................................................... GC-7:12 7-1.11 CLERICAL ERRORS ................................................................................. GC-7:14 7-1.12 WARRANTY ................................................................................................ GC-7:14 7-1.13 WARRANTY OF TITLE ............................................................................ GC-7:16
For Council Approval
Not for Bidding
GC – 1:1
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 1
DEFINITIONS AND TERMS
1-1.01 GENERAL. When the following abbreviations and terms or pronouns in place of them appear in the Contract Documents, the intent and meaning shall be interpreted as provided in this Section 1.
1-1.02 ACCEPTANCE. Formal Acceptance by resolution by the Roseville City Council of the Contract when completed in all respects in accordance with the Contract Documents and any modifications previously approved.
1-1.03 ADDENDUM. Written interpretation or revision to any of the Contract Documents issued by the City before the bid opening.
1-1.04 AS-BUILT DOCUMENTS, AS-BUILT DRAWINGS AND RECORD DOCUMENTS. As-Built Documents, As-Built Drawings and Record Documents are all contract documents modified to reflect changes during the construction phase. Specifically, As- Built Documents/Drawings are a revised set of drawings submitted by the Contractor upon Final Completion of a project. They reflect changes made in the Specifications and Working Drawings during the construction process, and show the exact dimensions, geometry, and location of all elements of the work completed under the Contract. Record Documents, on the other hand, are compiled by the Engineer or Architect based on the As-Built Documents/Drawings submitted by the Contractor. They reflect the Engineer or Architect’s concurring review of what changes were denoted, why they were made and where they occurred and create a record set of drawings.
1-1.05 ASSESSMENT. A cost imposed on the Contractor for non-compliance For Council Approval
Not for Bidding
GC – 1:2
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] with certain contractual requirements.
1-1.06 BENEFICIAL OCCUPANCY. The taking possession of a portion of the Work by the City for its use and/or occupancy on other than a temporary or emergency basis. 1-1.07 BID GUARANTY. The cashier’s, certified check, irrevocable standby letter of credit, deposit of securities, or Bidder’s Bond, accompanying the bid submitted by the Bidder, as a guaranty that the Bidder will enter into an agreement with the City for the performance of the Work, if the Agreement is awarded to Bidder, and the Bidder will submit the required Contract Bonds and Certificate of Insurance. Also referred to as the Bidder’s Security. 1-1.08 BIDDER. Individual, firm, partnership, limited liability company, corporation, joint venture, or any combination thereof, submitting a Proposal for the Work, acting directly, or through a duly authorized representative. 1-1.09 BIDDING DOCUMENTS. Includes the Notice to Bidders, Bidding Requirements, Contract Conditions, Drawings, and Addenda. 1-1.10 CHANGE ORDER. Any written order to the Contractor directing an addition, deletion, or modification of the Work, or an adjustment in the Contract Price or Contract Time provided in the Contract Documents and issued after the Agreement has been signed.
1-1.11 CITY. The City of Roseville.
1-1.12 CITY ATTORNEY. The City Attorney of the City.
1-1.13 CITY CLERK. The City Clerk of the City.
1-1.14 CLAIM. A separate demand by Contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following: (a) a time extension, including, without limitation, for relief for damages or penalties for delay assessed by For Council Approval
Not for Bidding
GC – 1:3
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] the City; (b) payment by the City of money or damages arising from work done by, or on behalf of, Contractor pursuant to the Contract Documents and payment for which is not otherwise expressly provided or to which Contractor is not otherwise entitled; and (c) payment of an amount that is disputed by the City.
1-1.15 CONSTRUCTION SCHEDULE. A list or graphic display of construction activities required for completing the Work, in a format required by the Contract Documents. The duration, start and finish date, and sequence of significant activities, critical path, float and milestones must be indicated in the Construction Schedule. 1-1.16 CONTRACT OR AGREEMENT. The written agreement relating to the Work to be performed, the labor, materials, and equipment to be furnished, and the payment to be made therefor. The Agreement/Contract is part of and incorporates all of the Contract Documents.
1-1.17 CONTRACT CONDITIONS. Includes the General Conditions, Supplemental Conditions, and Specifications.
1-1.18 CONTRACT DOCUMENTS. Includes those documents that form the basis of the Contract, including but not limited to, Bidding Documents, the Bid or Proposal, Contract Bonds, the Contract, all required insurance certificates or endorsements, all bonds, all required certifications or statements, Change Orders, any Contract Amendment, any City Standard which is incorporated by reference and these City of Roseville General Conditions for Buildings and Grounds.
1-1.19 CONTRACT DRAWINGS. The official drawings including plans, elevations, sections, detail drawings, diagrams, plated, General Notes, information and schedules thereon, or exact reproductions thereof, showing the location, character, dimension, and details For Council Approval
Not for Bidding
GC – 1:4
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] of the Work. The Contract Drawings include any drawings or plates bound within the Supplemental Conditions.
1-1.20 CONTRACT PRICE. The total compensation to be paid to the Contractor in accordance with the terms of the Agreement. 1-1.21 CONTRACT TIME. The number of Days, or portion thereof, allowed for completion of the Work, including all authorized time extensions. The effective date for commencement of the Work specified in the Notice to Proceed shall define the beginning of the Contract Time.
1-1.22 CONTRACTOR. Individual, firm, partnership, limited liability company, corporation, joint venture, or any combination thereof, who has entered into the Agreement with City.
1-1.23 DAY OR DAYS. Unless otherwise designated, Day or Days as used in the Contract Documents will be understood to mean calendar Day or Days. 1-1.24 DEPARTMENT. The Department for Contract Administration, as identified in the Supplemental Conditions.
1-1.25 DIRECT COSTS. Those cost items (including labor, materials, equipment and any subcontractor’s work) that are used in the actual performance of, and are specifically and uniquely attributable to the Work or changed Work. Direct Costs do not include Overhead. Direct Costs only include the following:
A. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include salaries and For Council Approval
Not for Bidding
GC – 1:5
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] wages plus the cost of fringe benefits which shall include social security contributions, unemployment, excise and payroll taxes, workers' compensation, health and retirement benefits, sick leave, vacation and holiday pay applicable thereto. Such employees may include superintendents and foremen at the site. The expenses of performing work after regular working hours, on Saturday, Sunday or legal holidays shall be included in the above only to the extent authorized by City in writing.
B. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and suppliers' field services required in connection therewith. All trade discounts, rebates and refunds and all returns from sale of surplus materials and equipment shall accrue to City, and Contractor shall make provisions so that they may be obtained.
C. Payments made by Contractor to the subcontractors for work performed by subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to Contractor and shall deliver such bids to City who will then determine which bids will be accepted. If a subcontract provides that the subcontractor is to be paid on the basis of cost of the work plus a fee, the subcontractor's cost of the work shall be determined in the same manner as Contractor's cost of the work. All subcontracts shall be subject to the other provisions of the Contract Documents insofar as applicable.
D. Costs of special consultants (including engineers, architects, testing laboratories, surveyors, and accountants) employed for services specifically, and only, related to the Work.
E. Supplemental costs including the following:
1. The proportion of necessary transportation, travel and subsistence For Council Approval
Not for Bidding
GC – 1:6
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] expenses of Contractor's employees incurred in discharge of duties connected with the Work.
2. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office and temporary facilities at the site and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value of such items used but not consumed which remain the property of Contractor.
3. Rentals of all construction equipment and machinery and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, installation, dismantling and removal thereof, all in accordance with terms of said rental agreements. The rental of any such equipment, machinery or parts shall cease when the use thereof is no longer necessary for the Work.
4. Sales, consumer, use or similar taxes related to the Work, and for which Contractor is liable, imposed by laws and regulations.
5. The cost of utilities (including the meter and all associated installation costs), fuel and sanitary facilities at the site.
6. Cost of premiums for additional bonds and insurance required because of changes in the Work.
1-1-26 DIRECTOR. Director of the Department for Contract Administration or his or her designee.
1-1.27 EMERGENCY. Any sudden generally unforeseen occurrence (such as a fire, flood, storm, earthquake, civil disorder, or other natural and/or man-made disaster) that has the potential to adversely affect the safety of life, the Work, and/or adjacent property; to interrupt contracts essential to the performance of the Work; and/or to cause catastrophic failure of City For Council Approval
Not for Bidding
GC – 1:7
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] equipment and/or facilities.
1-1.28 ENGINEER OR ARCHITECT. Professional Engineer or Architect designated for a particular project responsible for signing and sealing the permit drawings, interpretation of the drawings where ambiguities exist, review of requests for information, design Change requests and Shop Drawings, resolution of errors and omissions, and finalization of Record Documents.
1-1.29 FINAL COMPLETION. When the project has been completed according to the terms and conditions set forth in the Contract Documents. Final Completion is not the same as Acceptance.
1-1.30 FORCE ACCOUNT. Payment by force account shall mean payment on the basis of the Contractor’s time and materials.
1-1.31 GENERAL NOTES. The written instructions, provisions, conditions or other requirements appearing on the Contract Drawings and so identified thereon, which pertain to the performance of the Work.
1-1.32 INSTALLATION, INSTALL. Completely assembling, erecting, and/or connecting materials, parts, components, supplies, and related equipment specified or required for the completion of the Work.
1-1.33 LABORATORY. Established professional laboratories authorized by the City to test materials and Work involved in the Contract. 1-1.34 LEGAL HOLIDAYS. Those days designated as Federal holidays or declared by the City, or otherwise specified in the Contract Documents. 1-1.35 LIQUIDATED DAMAGES. The amount prescribed in the Contract Documents to be paid to the City or to be deducted from any payments due or to become due the For Council Approval
Not for Bidding
GC – 1:8
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Contractor for each day's delay in completing the whole or any specified portion of the Work beyond the time allowed in the Supplemental Conditions. 1-1.36 NOTICE OF COMPLETION. A legal notice filed by the City with the Placer County Recorder’s Office stating that construction has been completed and accepted by the City.
1-1.37 NOTICE TO PROCEED. A written notice given by the City to the Contractor fixing the date on which the Contract Time will commence to run. 1-1.38 NOTICE OF TERMINATION. Written notice from the City to the Contractor and/or its Surety terminating the Agreement, or a portion thereof, either for convenience of the City or for default due to the Contractor’s failure to perform its contractual obligations.
1-1.39 OVERHEAD. Business or administrative expenses (including but not limited to office expenses, administrative staff, rent, insurance, utilities) not chargeable to a particular part of the Work. The term “Overhead” shall include all of the following:
A. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor whether at the Work Site or in Contractor's principal or a branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications, all of which are to be considered administrative costs covered by the Contractor's fee.
B. Expenses of Contractor's principal and branch offices other than Contractor's office at the site.
For Council Approval
Not for Bidding
GC – 1:9
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] C. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments.
D. Cost of premiums for all bonds and for all insurance whether or not Contractor is required by the Contract Documents to purchase and maintain the same, except as provided in section 1-1.25.
E. Other overhead or general expense costs of any kind. 1-1.40 PREMISES. Shall mean the area within construction easements, easements, rights of entry and City owned property which surrounds the Work Site, limited by the property lines thereof. In some cases Premises may coincide with the Work Site. 1-1.41 PROFESSIONAL ENGINEER. An engineer licensed by the Board of Registration for Professional Engineers, State of California. 1-1.42 PROJECT MANUAL. A book containing all Contract Documents. 1-1.43 PROPOSAL FORMS. The approved forms upon which the City requires that each Bidder submit its bid with regard to the Agreement. 1-1.44 REQUEST FOR INFORMATION (RFI). A document issued by the Contractor requesting information concerning the Contract Documents. 1-1.45 SAFETY. Includes the practice of identifying potential hazards, assessing their risk, taking corrective action where possible, including and providing control measures such as engineering design, written procedures, and the personal protective equipment for workers in order to eliminate or reduce the risk for exposure in the workplace. 1-1.46 SCHEDULE OF VALUES. The breakdown of the Contract Price that will serve as the basis for Contractor’s Applications of Payment. Any lump sum bid item For Council Approval
Not for Bidding
GC – 1:10
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] included within the Contract Price will be apportioned among values relating to specific components of the Work covered by said lump sum.
1-1.47 SHOP DRAWINGS. Drawings, plans, diagrams, schedules, and other data specifically prepared and submitted to the City by the Contractor, showing in detail: (a) the proposed fabrication and assembly of a special component of the Work; and (b) the Installation (form, fit and attachment details) of a special component of the Work. Shop Drawings shall be deemed to include Working Drawings, Product Data, literature, and applicable performance and test data.
1-1.48 SPECIFICATIONS. The technical Specifications for the Work prepared by the Director or an Engineer or Architect describing in detail the nature of the Work, its components, any performance standards, and how the Work is to be constructed. 1-1.49 SUBCONTRACTOR. Any individual, firm, partnership, limited liability company, corporation, joint venture, or combination thereof, other than employees of the Contractor, engaged by the Contractor to furnish services, labor, equipment and materials for a portion of the Work.
1-1.50 SUBMITTALS. Those documents required to be submitted by the Contractor for review by the City in accordance with the Contract Documents. 1-1.51 SUPPLEMENTAL CONDITIONS. The Supplemental Conditions are specific clauses modifying or supplementing these General Conditions. 1-1.52 SUPPLIER. Any individual, firm, partnership, limited liability company, corporation, joint venture, or combination thereof, other than employees of the Contractor, that supplies a tangible product as a portion of the Work, with services usually limited to delivery and/or required testing, and with manufacturing, fabrication, or production facilities located off For Council Approval
Not for Bidding
GC – 1:11
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] the Work Site.
1-1.53 WORK. The furnishing of all labor, and the furnishing and Installing of all materials, articles, supplies and equipment as specified, designated, or required by the Contract Documents.
1-1.54 WORK SITE. All or portion of the Premises that the Work is limited to as shown on the Contract Drawings or designated by the Director. Public streets are not included unless Work is being done within the street right-of-way. 1-1.55 WORKING DRAWINGS. Original drawings prepared by the Contractor and/or its Subcontractors or Suppliers, of any tier, illustrating Work required for construction that will not become an integral part of the completed Work. This includes, but is not limited to, drawings for temporary structures such as decking, bulkheads, excavation supports, utility support, groundwater control, forming, falsework, access roads, staging areas, staging plans, and diversion plans. A Working Drawing is one type of a Shop Drawing.
For Council Approval
Not for Bidding
GC – 2:1
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] SECTION 2
CONTROL AND SCOPE OF THE WORK
2-1.01 AUTHORITY OF DIRECTOR. The Contract shall be performed in a manner satisfactory to the Director who shall decide all questions which may arise as to the quality or acceptability of materials furnished and Work performed and as to the manner of performance and rate of progress of the Work; all questions which may arise as to the interpretation of the Contract Documents; all questions as to the acceptable fulfillment of the Contract on the part of the Contractor; and all questions as to compensation. The Director shall have authority to enforce and make effective such decisions and orders in the event the Contractor fails to promptly carry out the same.
2-1.02 INTENT OF CONTRACT DOCUMENTS. The Contract Documents are complementary, and what is called for by one shall be as binding as if called for by all. The intent of the Contract Documents is to describe the details for the construction and completion of the Work. Where the Contract Documents describe portions of the Work in general terms, but not in complete detail, it is understood that only the best general practice shall be followed and that only materials and workmanship of the best quality are to be used. Any Work, materials, or equipment that are customarily provided, or that are reasonably inferable from the Contract Documents as being required to produce the intended result, shall be supplied, whether or not specifically called for. When words, which have a well-known technical or trade meaning are used to describe work, materials, or equipment, such words shall be interpreted in accordance with that meaning. Unless otherwise specified, the Contractor shall furnish all labor, materials, tools, equipment, and incidentals, and do all the Work involved in executing the Contract in a For Council Approval
Not for Bidding
GC – 2:2
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] satisfactory and workmanlike manner.
Reference to standard specifications, manuals or codes of any technical society, organization or association, or to the laws or regulations of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard specification, manual, code, laws, or regulations in effect on the first published date of the Notice to Contractors, except as may be otherwise specifically stated. However, no provision of any referenced standard specification, manual or code (whether or not specifically incorporated by reference in the Contract Documents) shall be effective to change the duties and responsibilities of City or Contractor, or any of their consultants, agents, or employees from those set forth in the Contract Documents, nor shall it be effective to assign to City, or City’s designated representative, any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to other provisions of the Contract Documents.
The Contract Documents are divided into parts, divisions, sections and articles for convenience, organization and reference. Generally, there has been no attempt to divide the Specifications sections into work performed by the various building trades, work by separate Subcontractors, or work required for separate facilities in the project. 2-1.03 EXAMINATION AND VERIFICATION OF CONTRACT
DOCUMENTS. The Contractor shall thoroughly examine and become familiar with all of the various parts of the Contract Documents and shall determine the nature and location of the Work, the general and local conditions (including applicable laws) and all other matters which can in any way affect the cost, progress or performance of the Work under this Agreement. Failure to make an examination necessary for this determination shall not release the Contractor from the obligations of the Agreement. No oral agreement or conversation with any officer, or employee For Council Approval
Not for Bidding
GC – 2:3
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] of the City, or with the City’s designated representative either before or after the execution of the Agreement, shall affect or modify any of the terms or obligations contained in the Contract Documents.
2-1.04 CONTRACT DRAWINGS. The Contract Drawings consist of general drawings and show such plans, elevations, sections, details and schedules as are necessary to give a graphic and pictorial description of the contemplated construction. All authorized alterations affecting the requirements and information given on the Contract Drawings shall be in writing.
2-1.05 COORDINATION AND INTERPRETATION OF CONTRACT
DOCUMENTS. All Contract Documents are essential parts of the Contract, and a requirement occurring in one is as binding as though occurring in all. They are intended to be complementary, and to describe and provide for a complete Work.
In the event of inconsistencies between requirements contained in different components of the Contract Documents, the precedence of the Contract Documents shall be as follows to resolve conflicts:
1. Change Orders
2. The Contract (including Addenda)
3. The Supplemental Conditions
4. Specifications
5. Contract Drawings
6. The General Conditions
Should it appear that the Work to be done or any of the matters relative thereto are not sufficiently detailed or explained in the Contract Documents, the Contractor shall submit a For Council Approval
Not for Bidding
GC – 2:4
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Request for Information (“RFI”) to the Director for such further explanations as may be necessary and shall conform to the written explanation given as if part of the Contract Documents. The decisions of the Director shall be final.
Contractor shall anticipate that it will be necessary to prepare and submit RFIs regarding the Contract Documents. The City will respond to each RFI by no later than fourteen (14) Days after receipt of the RFI, unless the RFI is of significant complexity. Furthermore, in the event that there are numerous RFIs pending, Contractor shall cooperate with the City in establishing a priority for responding to the RFIs, and potentially some RFIs may be responded to beyond the fourteen (14) Day period.
Each RFI prepared by Contractor shall be full and complete. Contractor shall prepare RFIs so as to not cause any delay to the progress of the Work and to not cause any impact to Contractor’s labor productivity in the field. Contractor shall not assert any Claims for delay or interference against the City if Contractor fails to timely submit any RFI to the City, after consideration of the response period allowed for by the City.
The response to an RFI shall not, by itself, constitute a writing that authorizes Contractor to perform any Work that causes an adjustment to either the Contract Price or the Contract Time.
If Contractor believes that any response to any RFI should constitute a compensable change, Contractor shall provide a Notice of Potential Claim as provided in Section 7-1.03, below.
Contractor’s failure to provide the required written notice shall constitute a waiver of the Contractor’s right to seek a compensable change based on the RFI response.
The Contractor shall examine all Contract Documents; shall verify all figures in the Contract Documents before laying out the Work; shall promptly notify the City of all errors, inconsistencies, and/or omissions that it discovers; and, in instances where such non- For Council Approval
Not for Bidding
GC – 2:5
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] conformities are discovered, shall obtain specific instructions in writing from the City before proceeding with the Work. Contractor’s performance of any Work affected by such non- conformities prior to the City’s decision shall be at the Contractor's risk. Any Work that is customarily provided or that is reasonably inferable shall not relieve the Contractor from performing such work at no additional expense and/or delay, and such Work shall be performed as if fully set forth in the Contract Documents.
2-1.06 INDEPENDENT CONTRACTOR STATUS. The Contractor shall independently perform all Work required by the Contract Documents and shall not be considered as an agent or employee of the City, nor shall the Contractor’s Subcontractors or employees be considered as subagents of the City.
The Contractor and Contractor’s Subcontractors shall be licensed in accordance with the laws of the State of California and as more particularly described in the bidding documents or elsewhere in the Contract Documents.
2-1.07 ORDER OF WORK. When required by the Contract Documents, the Contractor shall follow the sequence of operations set forth therein. Full compensation for conforming to such requirements will be considered as included in the prices paid for the various Contract items of work, and no additional compensation will be allowed therefor. 2-1.08 SUBMITTALS. It shall be the Contractor's responsibility to timely submit, so as to cause no delay in the Work, all Shop Drawings, descriptive data, manuals, instructions, affidavits, samples for the various trades as required by the Supplemental Conditions and Specifications, and offers of alternatives, if any. Such Submittals shall be checked and coordinated by the Contractor with the Work of other trades involved before they are submitted to the Director for examination.
For Council Approval
Not for Bidding
GC – 2:6
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] The Contractor shall deliver at least one (1) electronic copy of the Submittals to the Director, and one (1) hard copy if requested. Work requiring the submittal of working drawings, descriptive data or samples shall not begin prior to approval of said Submittal by the Director.
The time allowed for review of each Submittal will be as indicated in the Supplemental Conditions. Review time will start upon receipt of the Submittal by the Director and will end upon the Director's mailing of the Submittals to the Contractor. Defective, incomplete or partial Submittals will be returned to the Contractor unreviewed.
Submittals shall be made by a letter of transmittal that shall contain a list of all matter submitted and identification of all variations from the Contract Documents contained in the Submittal. The letter and all items accompanying the same shall be fully identified as to project name and location, Contractor's name, district, county, and Contract number, with ample cross- references to the Contract Documents, to facilitate identification of items and their location in the Work.
All Shop Drawings and supporting data, catalogs, schedules, shall be submitted as the instruments of the Contractor, who shall be responsible for their accuracy and completeness.
These Submittals may be prepared by the Contractor, Subcontractors, or Suppliers, but the Contractor shall ascertain that Submittals meet all of the requirements of the Contract Documents, while conforming to structural, space, and access conditions at the point of Installation. The Contractor shall check all Submittals before submitting them to the Director. 2-1.08A SHOP DRAWINGS. The Contractor shall submit an electronic copy (searchable PDF) of all Shop Drawings required by the Supplemental Conditions or Specifications, and one (1) hard copy, if requested by the Director. Shop Drawings shall also be provided separately in AutoCAD format using the latest version of AutoCAD. An electronic For Council Approval
Not for Bidding
GC – 2:7
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] copy will be returned to the Contractor either approved for use, as demonstrated by a stamp, or returned for correction and resubmittal. Materials, colors and/or samples will not be returned to the Contractor. Shop Drawings include any drawing, which requires execution by a draftsman as distinguished from printed matter. The size of Shop Drawings shall not exceed twenty-four inches (24”) by thirty-six inches (36”).
2-1.08B DESCRIPTIVE DATA. The Contractor shall submit an electronic copy (searchable PDF) of each set of manufacturer's brochures or other data required by the Supplemental Conditions or Specifications, and one (1) hard copy, if requested by the Director. The City will examine such Submittals and return either an electronic copy or a hard copy approved for use or returned for correction and resubmittal. 2-1.08C SAMPLES. The Contractor shall submit samples of articles, materials or equipment as required by the Supplemental Conditions or Specifications. The Work shall be in accordance with the approved samples. Samples shall be removed from City property when directed or may be incorporated in the Work if approved by the Director. Samples not removed by the Contractor will become the property of the City or, at the City's option, will be removed or disposed of by the City at the Contractor's expense. 2-1.08D MANUALS, INSTRUCTIONS AND AFFIDAVIT.
A. Manuals and Instructions. Where operation and maintenance manuals are required by the Supplemental Conditions, the Contractor shall submit two (2) sets of manuals, suitably bound, along with two (2) electronic copies in an approved format, to the Director within forty-five (45) Days after favorable review of the equipment or facilities. If operation and maintenance manuals are approved to be provided in PDF format, text shall be provided in searchable PDF format, making proper use of PDF for headings and heading levels, For Council Approval
Not for Bidding
GC – 2:8
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] paragraphs, tables, and lists. Submitted operation and maintenance manuals shall be a collected, organized, and indexed set of bookmarked PDF documents comprising each operation and maintenance manual that corresponds to a hardcopy binder. All manuals shall be marked to indicate the specific equipment furnished for this project and shall include at a minimum:
1. Equipment summa ry form
2. Cover/Title page
3. Table of contents
4. Operating procedures including start-up, shutdown, normal operation, all operating modes, emergency shutdown, and safety precautions
5. Lubrication instructions (if required)
6. Preventative maintenance procedures
7. Troubleshooting and corrective maintenance procedures
8. R einstallation instructions
9. Overhaul instructions (if applicable)
10. Parts identification list with exploded view and associated cross references
11. R ecommended spare parts list
12. Operator safety requirements
13. Electrical and control system wiring drawings, including panel wiring control (ladder) diagrams, logic diagrams, loop diagrams, and interconnection diagrams
14. Panel layout and assembly drawings
For Council Approval
Not for Bidding
GC – 2:9
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024]
15. Mechanical drawings
16. Printouts of all software programs and configuration files
17. Factory and field test procedures and results
Operation and maintenance manuals for complex equipment shall also include:
18. Alternate specified operating modes
19. Emergency shutdown instructions
20. Normal shutdown instructions
21. Long term shutdown instructions
Operation and maintenance manuals for systems comprised of separate pieces of equipment shall include a system explanation of items 4, 7, 18, 19, 20, and 21 as well as the instructions for the separate pieces of equipment.
B. Affidavits. Where required in the Supplemental Conditions or Specifications, manufacturers of equipment shall provide field service as a part of this project.
Equipment shall not be considered ready for full time operation until after the authorized factory- trained and qualified manufacturer's representative for the specific equipment has checked and adjusted the equipment and certified by written affidavit that the equipment has been properly Installed, tested, adjusted, lubricated, and calibrated, and is ready for full time operation.
Acceptable affidavits shall be submitted prior to completion of the Work. Affidavits shall contain the following specific wording:
“ The (Name of Equipment) has been properly installed, tested, adjusted, lubricated, and calibrated, and is ready for full time operation. The installation has been inspected and has been found to be in conformance with our (the manufacturer's) standards and requirements.”
For Council Approval
Not for Bidding
GC – 2:10
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] No amplification, dilution, or modification of this specific wording will be permitted. 2-1.08E ALTERNATIVES. For convenience in designation in the Contract Documents, certain materials, articles, or equipment may be designated by a brand or a trade name or the name of the manufacturer together with catalog designation or other identifying information, hereinafter referred to generically as “designated by brand name.” Except in those instances where the product is designated to match others in use in a particular improvement, either completed or in the course of completion, an alternative material, article, or equipment which is of equal quality and of the required characteristics for the purpose intended may be proposed for use provided the Contractor complies with the following requirements:
A. The Contractor shall submit its proposal for an alternative in writing. Such request shall be made in ample time to permit review and approval without delaying the Work. The Contractor shall not be entitled to an adjustment of the Contract Time or an increase in the Contract Price based on any Contractor-proposed substitution.
B. No such proposal will be considered unless accompanied by complete information and descriptive data, necessary to determine the equality of the offered materials. The Contractor shall satisfy the Director as to the comparative quality, suitability, or performance of the offered material, articles, or equipment. In the event that the Director rejects the use of such alternative materials, articles, or equipment, then one of the particular products designated by brand name shall be furnished.
C. The burden of proof as to the quality and suitability of alternatives shall be upon the Contractor and it shall furnish all information necessary as required by the Director. The Director shall be the sole judge as to the quality and suitability of alternative articles or materials and such decisions shall be final. Where use of an alternative material For Council Approval
Not for Bidding
GC – 2:11
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] involves redesign of, or changes to, other parts of the Work, the cost and time required to effect such redesign or changes will be considered in evaluating the suitability of the alternative material. Cost of redesign by the City will be borne by the Contractor.
D. Whenever classification, rating or other certification by a body such as Underwriters Laboratories (UL) or the National Electrical Manufacturers Association (NEMA) is a part of the specification for any material, Contractor’s request for use of alternative articles or materials shall be accompanied by reports from the listed or equivalent independent testing Laboratory indicating compliance with the Contract Documents. The cost of all testing required to prove equality of the material proposed shall be borne by the Contractor. Approval of an alternative shall be only for the characteristics or use named in such approval, and shall not be used to change or modify any requirement of the Contract Documents.
E. At its election, the City reserves the right to consider any Contractor proposed substitution as a Cost Reduction Proposal under Section 3-1.07 of these General Conditions in the event that there is a significant savings resulting from the substitution.
The Director will examine, with reasonable promptness, such Submittals, and return of Submittals to the Contractor shall not relieve the Contractor from responsibility for deviations and alternatives from the Contract Documents, nor shall it relieve the Contractor from responsibility for errors in the Submittals. A failure by the Contractor to identify in its letter of transmittal material deviations from the Contract Documents shall void the Submittal and any action taken thereon by the Director. When specifically requested by the Director, the Contractor shall resubmit such Shop Drawings, descriptive data and samples as may be required.
If any mechanical, electrical, structural, or other changes are required for the proper Installation and fit of alternative materials, articles, or equipment, or because of deviations from For Council Approval
Not for Bidding
GC – 2:12
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] the Contract, such changes shall not be made without the approval of the Director and shall be made without additional cost to the City.
2-1.09 DISPOSAL OF MATERIAL OUTSIDE THE WORK SITE. Unless otherwise stated elsewhere in the Contract Documents, the Contractor shall, at its own cost and expense, make its own arrangements for disposing of materials outside the Work Site.
Except when material is to be disposed of at a landfill or recycling center, when any material is to be disposed of outside the Work Site, the Contractor shall first obtain written permission from the City to dispose of the material at the intended location. The City’s approval will be contingent upon the Contractor obtaining a written permit from the property owner on whose property the disposal is to be made. Prior to the disposal of any material at the intended location, the Contractor shall submit such permit or a certified copy thereof to the City, together with a written release from the property owner absolving the City from any and all responsibility related to the disposal of material on said property.
Disposal of Hazardous Materials must be done in accordance with all laws and regulations. Copies of all required regulatory documentation including copies of final manifests shall be supplied to the City.
2-1.10 ACCESS TO THE WORK. The Contractor shall satisfy itself that the jurisdictions through which its operations and haul routes pass will permit such operations with respect to the type of vehicle, laden weights, frequency and dimensions of loads, hours of operation and required traffic control. All necessary permits, licenses or bonds shall be obtained and paid for by the Contractor.
2-1.11 TEMPORARY UTILITIES. The Contractor shall make its own arrangements with utility companies for any temporary services it may require in performance of For Council Approval
Not for Bidding
GC – 2:13
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] the Work and shall pay all costs of these services directly to these utility organizations. 2-1.12 UTILITY FACILITIES. The Contractor shall protect from damage those utility facilities that are to remain in place, be Installed, relocated or otherwise arranged.
The Contractor’s attention is directed to the possible existence of facilities not shown, and of facilities in a location different from that, which is indicated. The Contractor shall take steps to ascertain the exact location of all facilities prior to doing any Work, which may damage such facilities or interfere with their service. Where the location of a facility is indicated or inferred from the presence of visible facilities such as buildings, meters, and junction boxes, the Contractor shall make such excavations and explorations as are necessary to ascertain the correct location. Unless provided for elsewhere in the Contract Documents, the cost of such excavations and explorations will be considered as a part of the cost of other items of Work and no additional payment will be made. Such excavations and exploratory Work shall not entitle the Contractor to an extension of time.
If the Contractor discovers underground facilities not indicated or inferred from the Contract Documents, the Contractor shall immediately give the Director written notification of the existence of those facilities. The Contractor shall determine the exact location of the underground facilities and the cost of the work will be paid for in accordance with the Contract Documents. The underground facilities shall be protected from damage as directed by the Director and the cost of that work will be paid for as extra work. The Contractor shall, if directed by the Director, repair any damage, which may occur to the underground facilities. The cost of that repair work, not due to the failure of the Contractor to exercise reasonable care, will be paid for as extra work. Damage due to the Contractor’s failure to exercise reasonable care shall be repaired at the Contractor’s cost and expense.
For Council Approval
Not for Bidding
GC – 2:14
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Where it is determined by the City that the rearrangement of an underground facility, the existence of which is not shown on the Contract Drawings, is essential in order to accommodate the Work, the City will provide for the rearrangement of such facility by other forces or, when so ordered by Change Order, such rearrangement shall be performed by the Contractor and will be paid for as provided under a Change Order.
The Contractor shall be responsible for the maintenance of all utility facilities placed by the Contractor in temporary locations, and all utilities within the construction area not required to be relocated but which are required to be shored or supported during the construction period.
The cost of such maintenance shall be borne by the Contractor, and no other compensation shall be due the Contractor for this Work.
The cost of providing and maintaining all necessary or required temporary structures, of making any necessary repairs, replacements, or similar operations, or furnishing indemnity or other bonds, if required, and all costs required by this Section shall be paid by the Contractor and shall be included in the prices bid in the schedule for other items of work. 2-1.13 PRESERVATION AND CLEANING. The Contractor shall clean up the Work at frequent intervals and at other times when directed by the Director. While finish Work is being accomplished, floors, Work areas and finished areas shall be kept clean, free of dust, construction debris and trash. Upon completion of the Work, the Contractor shall remove from the Premises its construction equipment and any waste materials not previously disposed of, leaving the Premises thoroughly clean and ready for final inspection. 2-1.14 LIMITATIONS ON WORK SITE AND PREMISES. The Contractor shall limit its construction operations to the Work Site unless otherwise shown on the Contract Drawings or specified. The Contractor shall perform no operation of any nature over or on the For Council Approval
Not for Bidding
GC – 2:15
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] Premises except such operations as are authorized by the Contract Documents or as authorized by the Director.
2-1.15 DUST CONTROL. During the performance of all Work under this Contract, the Contractor shall assume all responsibility for dust control and shall furnish all labor, equipment, and means required to carry out proper and efficient measures wherever and whenever dust control is necessary to prevent the operations from producing dust damage and nuisance to persons and property. Any claims resulting from dust damage or nuisance shall be borne solely by the Contractor. The Contractor shall comply with all applicable Air Quality Act requirements.
2-1.16 SANITATION. The Contractor shall provide sanitary facilities for all persons working on the Work.
2-1.17 NIGHT WORK AND NORMAL WORKING HOURS. Normal
working hours at the construction site shall be between the hours of 7:00 a.m. and 7:00 p.m.
Monday through Friday. Legal holidays are excluded. Certain utility connections and street operations are anticipated to require night Work by the Contractor during low usage periods.
The Contractor may also be required to prosecute the Work at night if, at any time, the Director shall deem it necessary for the progress of the Work, or if emergencies arise. The Contractor shall promptly comply with any such requirements made in writing by the Director. The Contractor will also be permitted to Work at night if Contractor satisfies the Director of the need therefor, in order to maintain the required progress or protect the Work from the elements.
Certain activities are required to be performed at night for nominal progress of the Work and/or are specified to be performed at night by other portions of the Supplemental Conditions. When required, ordered, or permitted to Work at night, the Contractor shall provide sufficient and For Council Approval
Not for Bidding
GC – 2:16
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] satisfactory lighting and other facilities therefor. The Contractor shall receive no extra payment for night Work, if specified or if required to be performed during the normal progress of the Work, but compensation shall be considered as having been included in the price stipulated for the Work.
If Contractor performs work during weekends, holidays or any non-normal work hours, Contractor shall pay for required City Inspectors.
2-1.18 LINES AND GRADES. Unless otherwise provided in the Supplemental Conditions, the Contractor shall lay out all Work, including structures and pipelines, and shall be responsible for any errors resulting therefrom. In all questions arising as to proper location of lines and grades, the Director's decision will be final.
As part of the bid price for the construction of the improvements, the Contractor shall provide and be responsible for the layout of all Work on this project. The Contractor shall provide all necessary surveys, field staking, and positioning for the construction of all components at the proper alignment, elevations, grades, and positions, as indicated on the Contract Drawings and as required for the proper operation and function. The Contractor shall stake its Work area limits. Contractor shall perform all construction staking using a land surveyor licensed in the State of California. Contractor shall provide a staking plan prior to commencement of Work for the City’s review and maintain monuments, stakes, and marks, and shall update the plan as necessary. Director, or Director’s designated representative, may verify the field condition. Errors or inconsistencies in the Contract Documents discovered by the Contractor shall be reported to the Director within twenty-four (24) hours and prior to constructive forms or related improvements. Any work Installed with this requirement shall be subject to removal and replacement at the Contractor’s expense.
For Council Approval
Not for Bidding
GC – 2:17
[B:\City Attorney\agreement\form agreements\Project Manuals\buildings & grounds.docx; 1/4/2024] The Contractor's lay-out shall be based on existing structures, property lines, survey control, and bench marks established by the City. All structures and pipeline connections shall be Installed based on actual elevation of existing structures to which connections are made.
The Contractor shall supply such labor as required, at no extra charge, to aid and assist the Director in checking location and grades of the Work as set by the Contractor if the Director desires to perform this checking. This shall include moving materials and equipment located between monuments and the construction Work.
2-1.19 ARCHEOLOGICAL DISCOVERIES. Upon discovery of prehistoric or historic artifacts, or other indicators or examples of cultural resources discovered during the course of site preparation, grading, excavation, construction or other development activities, all operations within fifty feet (50’) of the find shall cease until such time as the City provides the services of a qualified archeologist to evaluate the finds and recommend appropriate action.
Prehistoric materials can include flaked stone tools (e.g., projectile points, knives and choppers) or tool making debris of obsidian, chert, quartzite and other materials, culturally darkened soil (i.e., midden, which often contains heat affected rock, ash and charcoal, shellfish remains, and cultural materials), and stone milling equipment such as mortars, pestles and hand stones. Historic material may include wood, stone, concrete or adobe footings, walls and other structural remains; debris filled wells or privies; and deposits of wood, metal, glass, ceramics and other refuse.
2-1.20 PRESERVATION OF MONUMENTS. Any monuments or bench marks disturbed by construction operations shall be repaired per the City’s standard and promptly re-established by a registered land surveyor or civil engineer. A plat for each monument shall be furnished to the Director after the plat has been recorded with the Placer For Council Approval
Not for Bidding