AGENDA
CITY OF EL CENTRO
CITY COUNCIL
TUESDAY, SEPTEMBER 12, 2023
City Hall Regular Meeting 11:30 AM
CITY HALL
COUNCIL CHAMBERS
1275 MAIN STREET
EL CENTRO, CA 92243
City of El Centro Page 1
The public may attend in person. Any member of the public attending in person and wishing to make a comment is asked to complete a speaker slip and follow the instructions below regarding “Notice to the Public”. Any member of the public is invited to submit public comments in advance of the meeting to be answered at the meeting. Please email your questions to [email protected] or call 760-337-4515 by September 12, 2023.
COUNCIL MEMBERS, STAFF AND THE PUBLIC MAY ATTEND VIA ZOOM.
To participate and make a public comment in person, via Zoom or telephone, please raise your hand, speak up and introduce yourself.
Join Zoom Meeting:
https://us06web.zoom.us/j/86406308485?pwd=YURQWFFSdVY0SDR2cExZbzFwMzR1dz09 Optional dial-in number: 1 (669) 900-6833
Meeting ID: 864 0630 8485 Passcode: 020272
Public comments via zoom are subject to the same time limits as those in person.
Mayor & Council Members may be reached at (760) 336-8989 Mayor: Martha Cardenas-Singh City Manager: Cedric Ceseña Mayor Pro-Tem: Sylvia Marroquin City Attorney: Elizabeth Martyn Evans Council Members: Edgard Garcia City Clerk: Norma Wyles
Tomás Oliva
Sonia Carter
11:30 A.M CLOSED SESSION - CONFERENCE ROOM "A"
ROLL CALL (Open Session)
CLOSED SESSION PUBLIC COMMENT:
Any member of the public wishing to address the City Council on any matter appearing on the closed session may do so at this time. Unless the Mayor extends the time limit, remarks shall be limited to three (3) minutes. Additional opportunities for Public Comments will be given during and at the end of the meeting.
Agenda City Council of the City of El Centro September 12, 2023 City of El Centro Page 2
CITY COUNCIL ADJOURNS INTO CLOSED SESSION
CITY COUNCIL CLOSED SESSION
ANTICIPATED LITIGATION
A point has been reached where, in the opinion of the City Council upon the advice of its legal counsel, and based upon existing facts and circumstances, there is a significant possibility of initiation of litigation by the City litigation pursuant to Govt. Code Section 54956.9(d)(4).
POSSIBLE LITIGATION
A point has been reached where, in the opinion of the City Council upon the advice of its legal counsel, and based upon existing facts and circumstances, there is a significant possibility that the City will initiate litigation under Govt Code Section 54956.9(d)(2).
EXISITNG LITIGATION
The City Council will recess to closed session to consider existing matters in City of El Centro v. LAFCO.
LABOR NEGOTIATIONS
The City Council will recess to closed session pursuant to Government Code Section 54957.6 for the following purposes of considering employee compensation in the form of fringe benefits, or, as applicable, other related matters within the scope of representation for the Police Commander position and regarding the POA longevity clause, and compensation for the Public Works Department Chief Mechanic position.
NOTICE TO THE PUBLIC
This is a public meeting. If there is an item on the agenda on which you wish to be heard, you are asked to complete a blue speaker slip and submit it to the City Clerk prior to the start of the meeting. Persons wishing to address the Council are not required to identify themselves (Gov’t Code § 54953.3); however, this information assists the Mayor by ensuring that all persons wishing to address the Council are recognized and also assists the City Clerk in preparing the City Council meeting minutes. When the item is announced and your name is called by the Mayor, please step to the podium and state your name for the record. Unless the Mayor extends the time, there is a three (3) minute time limit for each public presentation. If you wish to address the Council concerning any other matter not appearing on the agenda, you may do so during the public comment portion of the agenda. However, you may not show a visual presentation without review of that material. If you do so, you will be considered out of order. * Any information provided on the “Speaker Slip” is voluntary and will be public record.
Agenda City Council of the City of El Centro September 12, 2023 City of El Centro Page 3
RECONVENE FOR OPEN SESSION 6:00 P.M.
6:00 P.M. OPEN SESSION
ALL TIMES ARE APPROXIMATE AND MAY VARY
CALL TO ORDER:
ROLL CALL BY CITY CLERK
PLEDGE OF ALLEGIANCE:
INVOCATION:
6:05-6:10 - CITY ATTORNEY REPORT ON CLOSED SESSION
6:10-6:15 - (TIME MAY VARY) PUBLIC COMMENTS:
The City Council welcomes your input. At this time, members of the public may address the City Council on any matter not listed on the posted agenda. Pursuant to the Brown Act, no action will be taken on any issue brought forth under Public Comments. We ask that you please complete a “Speaker Slip” and submit it to the City Clerk prior to the start of the meeting. Although you are not required to identify yourself (Gov’t Code §54953.3); this information on the “Speaker Slip” assists the Mayor that all persons wishing to address the Council are recognized and also assists the City Clerk in preparing the City Council meeting minutes. Unless the Mayor extends the time, there is a three (3) minute time limit for each public presentation. * Any information provided on the “Speaker Slip” is voluntary and will be public record. 6:15-6:45 - PRESENTATIONS AND ANNOUNCEMENTS BY MAYOR:
1. Proclamation - Disability and Employment Awareness Month / October 2023
2. Proclamation: Childhood Cancer Awareness Month/September 2023 (Cancer Resource Center of the Desert)
3. 30th Anniversary for AmeriCorps September 2023
4. Explorer POST #1908 - Marine Corps Devil Pup Program
5. National Human Resources Professionals Day - September 26, 2023
6. National Information Technology Professionals Day - September 19, 2023 6:45-6:50 - CONSENT AGENDA: (ITEMS 7-13)
7. Approval of City Council Minutes of July 4, 2023, July 18, 2023, July 24, 2023 (Special Meeting), August 1, 2023, August 1, 2023 (Special Meeting).
8. Ratify and approve the contract with Joe A. Gonsalves & Son for governmental affairs and lobbying services in Sacramento.
Agenda City Council of the City of El Centro September 12, 2023 City of El Centro Page 4
9. Approve the Request for Proposals for Janitorial Maintenance for the Main Library and Library Branch.
10. Approve the plans and specifications for the LPPSB1L-5169 (056) Commercial Ave. Improvement Project and authorize staff to release for public bidding.
11. Approval of Bid Documents for the Buena Vista Park Project and Authorize the Community Services Department to Send Project out to Bid.
12. Adopt Resolution No. 23- , RESOLUTION OF THE CITY COUNCIL OF
THE CITY OF EL CENTRO, APPROVING AN AGREEMENT WITH THE EL
CENTRO ELEMENTARY SCHOOL DISTRICT FOR SCHOOL RESOURCE
OFFICER SERVICES.
13. Adopt Resolution No. 23- , RESOLUTION OF THE CITY COUNCIL OF
THE CITY OF EL CENTRO, APPROVING AN AGREEMENT WITH THE
CENTRAL UNION HIGH SCHOOL DISTRICT FOR SCHOOL RESOURCE
OFFICER SERVICES.
6:50-7:15 - PUBLIC HEARING:
14. Public Hearing to solicit public input on the 2022-2023 Consolidated Annual Performance Evaluation Report (CAPER), approval of the CAPER, and authorization for staff to submit the CAPER to the U.S. Department of Housing and Urban Development (HUD)
PRESENTATION: Adriana Nava, Community Services Director RECOMMENDATION:
1) Open the Public Hearing and solicit public input on the 2022-2023 Consolidated Annual Performance Evaluation Report (CAPER), approve the CAPER, and authorize staff to submit the CAPER to the U.S. Department of Housing and Urban Development (HUD).
2) Adopt Resolution No. 23- , RESOLUTION OF THE CITY COUNCIL OF THE
CITY OF EL CENTRO APPROVING THE CONSOLIDATED ANNUAL
PERFORMANCE AND EVALUATION REPORT 2022 AS PART OF THE END OF
THE YEAR REQUIREMENT REPORT PROVIDED TO THE DEPARTMENT OF
HOUSING AND URBAN DEVELOPMENT UNDER THE ENTITLEMENT
GRANTEE PROGRAM
7:15-7:50 - NEW BUSINESS:
15. Reclassification of Finance Manager
PRESENTATION: Dulce Bedolla, Human Resources Director
RECOMMENDATION:
Approve the reclassification of the Finance Manager position.
Agenda City Council of the City of El Centro September 12, 2023 City of El Centro Page 5
16. Resolution Approving the 2023-24 CDBG Entitlement Subrecipient Agreement PRESENTATION: Adriana Nava, Community Services Director RECOMMENDATION:
Adopt Resolution 23- RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
EL CENTRO APPROVING THE FORM OF SUB-RECIPIENT AGREEMENT WITH
PUBLIC SERVICE PROVIDER IDENTIFIED IN THE CITY'S COMMUNITY DEVELOPMENT BLOCK GRANT ONE-YEAR ACTION PLAN (2023-2024) FOR
FUNDING FROM THE DEPARTMENT OF HOUSING AND URBAN
DEVELOPMENT UNDER THE ENTITLEMENT GRANTEE PROGRAM
17. Request for Proposals (RFP) Results for Analysis of Impediments to Fair Housing Choice
PRESENTATION: Adriana Nava, Community Services Director RECOMMENDATION:
Adopt Resolution No. 23- , A RESOLUTION OF THE CITY COUNCIL OF THE
CITY OF EL CENTRO, CALIFORNIA APPROVING A CONSULTANT
AGREEMENT WITH MOSAIC COMMUNITY PLANNING TO CONDUCT AN
ANALYSIS OF IMPEDIMENTS TO FAIR HOUSING CHOICE
18. Discussion and Necessary Action Regarding the Gomez Park Award of Bid and Authorizing the Execution of a Contract for the Gomez Park Design-Build Project
PRESENTATION: Adriana Nava, Community Services Director RECOMMENDATION:
Adopt Resolution No. 23- , RESOLUTION OF THE CITY COUNCIL OF THE
CITY OF EL CENTRO AWARDING THE BID AND AUTHORIZING THE
EXECUTION OF A CONTRACT FOR THE GOMEZ PARK DESIGN-BUILD
PROJECT
19. Discussion and any necessary action regarding the appointment of City Council member to the Imperial Avenue Complete Streets Project Advisory Committee.
PRESENTATION: Angel Hernandez, Director of Community Development RECOMMENDATION:
1. Appoint a City Council Member to serve on the Project Advisory Committee.
Agenda City Council of the City of El Centro September 12, 2023 City of El Centro Page 6
20. Zip Book Grant Award Agreement
PRESENTATION: Carla Mason, Library Director
RECOMMENDATION:
Approve the California State Library Zip Book Grant Award LEGISLATIVE ACTION:
INFORMATIONAL ITEMS:
21. Imperial and Villa local emergency update
7:50-8:30 - TASK FORCE REPORTS AND MAYOR - COUNCIL
MEMBER REPORTS:
8:30-8:40 - CITY MANAGER REPORT:
ADJOURNMENT:
Materials related to an item on this Agenda submitted to the City Council after distribution of the agenda packet will be available for public inspection at the Office of the City Clerk, 1275 Main Street, El Centro, California 92243, Monday-Friday during normal business hours.
In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, you should contact the office of the City Clerk at (760)337-4515. Notification at least 48 hours prior to the meeting will enable the City to make reasonable arrangement to assure accessibility to this meeting.
City Council of the City of El Centro Meeting: 09/12/23 11:30 AM 1275 Main Street Department: City Council
El Centro, CA 92243 Category: Proclamation
Prepared By: Cynthia De Zilwa
SCHEDULED Department Head: Martha Cardenas-Singh
PRESENTATION (ID # 6103) DOC ID: 6103
Proclamation - Disability and Employment Awareness Month / October 2023
1 Packet Pg. 7
City Council of the City of El Centro Meeting: 09/12/23 11:30 AM 1275 Main Street Department: City Council
El Centro, CA 92243 Category: Proclamation
Prepared By: Marisol Abbott
SCHEDULED Department Head: Martha Cardenas-Singh
PRESENTATION (ID # 6131) DOC ID: 6131
Proclamation: Childhood Cancer Awareness
Month/September 2023 (Cancer Resource Center of the
Desert)
2 Packet Pg. 8
City Council of the City of El Centro Meeting: 09/12/23 11:30 AM 1275 Main Street Department: City Council
El Centro, CA 92243 Category: Recognition
Prepared By: Marisol Abbott
SCHEDULED Department Head: Martha Cardenas-Singh
PRESENTATION (ID # 6130) DOC ID: 6130
30th Anniversary for AmeriCorps September 2023
3 Packet Pg. 9
City Council of the City of El Centro Meeting: 09/12/23 11:30 AM 1275 Main Street Department: Police
El Centro, CA 92243 Category: Presentation
Prepared By: Amanda Curiel
SCHEDULED Department Head: Robert Sawyer
PRESENTATION (ID # 6095) DOC ID: 6095
Explorer POST #1908 - Marine Corps Devil Pup Program
The El Centro Police Department Explorer Post #1908 had (4) four cadets graduate the United States Marine Corps Devil Pup Program in San Diego, CA., July 22, 2023. 4 Packet Pg. 10
City Council of the City of El Centro Meeting: 09/12/23 11:30 AM 1275 Main Street Department: City Council
El Centro, CA 92243 Category: Recognition
Prepared By: Cynthia De Zilwa
SCHEDULED Department Head: Martha Cardenas-Singh
PRESENTATION (ID # 6110) DOC ID: 6110
National Human Resources Professionals Day - September
26, 2023
5 Packet Pg. 11
City Council of the City of El Centro Meeting: 09/12/23 11:30 AM 1275 Main Street Department: City Council
El Centro, CA 92243 Category: Recognition
Prepared By: Cynthia De Zilwa
SCHEDULED Department Head: Martha Cardenas-Singh
PRESENTATION (ID # 6111) DOC ID: 6111
National Information Technology Professionals Day -
September 19, 2023
6 Packet Pg. 12
City Council of the City of El Centro Meeting: 09/12/23 11:30 AM 1275 Main Street Department: City Clerk's Office
El Centro, CA 92243 Category: Minutes
Prepared By: Norma Wyles
SCHEDULED Department Head: Norma Wyles
ACTION ITEM (ID # 6133) DOC ID: 6133
Approval of City Council Minutes of July 4, 2023, July 18, 2023, July 24, 2023 (Special Meeting), August 1, 2023, August 1, 2023 (Special Meeting).
CITY MANAGER’S RECOMMENDATION:
Approval of City Council Minutes of July 4, 2023, July 18, 2023, July 24, 2023 (Special Meeting), August 1, 2023, August 1, 2023 (Special Meeting).
ATTACHMENTS:
• 7-04-2023 Cancelled CC Minutes (DOCX)
• 7-18-2023 Regular CC Minutes (DOCX)
• 7-24-2023 Special Meeting CC Minutes (DOCX)
• 8-01-2023 Cancelled CC Minutes (DOCX)
• 8-01-2023 Special Meeting CC Minutes (DOCX)
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Book 37
REGULAR MEETING
EL CENTRO CITY COUNCIL
CITY HALL, COUNCIL CHAMBERS
1275 MAIN STREET, EL CENTRO, CA
TUESDAY, JULY 4, 2023 11:30 A.M.
This being a regularly scheduled meeting date of the El Centro City Council, this date of July 4, 2023 at 11:30 a.m. and all Council Members were absent upon unanimous consent therefrom, and the undersigned City Clerk declared said meeting cancelled.
Next regular meeting to be held on Tuesday, July 18, 2023 at 11:30 a.m. __________________________________
Norma Wyles, City Clerk
APPROVED BY:
__________________________
Martha Cardenas-Singh, Mayor
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Attachment: 7-04-2023 Cancelled CC Minutes (6133 : Approval of City Council Minutes) Book 37
JOINT REGULAR MEETING
EL CENTRO CITY COUNCIL
CITY COUNCIL AS SUCCESSOR AGENCY
TO THE REDEVELOPMENT AGENCY/
SUCCESSOR HOUSING AGENCY
CITY HALL, COUNCIL CHAMBERS
1275 MAIN STREET, EL CENTRO, CA
TUESDAY, JULY 18, 2024 11:30 A.M.
The El Centro City Council met in a regular session on Tuesday, July 18, 2023 at 11:34 a.m. in Conference Room “A”, El Centro City Hall, 1275 Main Street, El Centro, California for the purpose of closed session.
PRESENT: Council: Oliva, Cardenas-Singh, Marroquin, Garcia City Clerk Wyles, Interim City Manager Ceseña, City Attorney Martyn Evans ABSENT: Council: Carter (arrived at 11:36 p.m.)
CLOSED SESSION PUBLIC COMMENT
None
CITY COUNCIL CLOSED SESSION
Moved by Marroquin, second by Garcia, to adjourn into closed session for:
ANTICIPATED LITIGATION
A point has been reached where, in the opinion of the City Council upon the advice of its legal counsel, and based upon existing facts and circumstances, there is a significant possibility of initiation of litigation against the City under Govt. Code Section 54956.9(d)(2) – claim from Imperial Aggregates.
POSSIBLE LITITGATION BY THE CITY
A point has been reached where, in the opinion of the City Council upon the advice of its legal counsel, and based upon existing facts and circumstances, there is a significant possibility that the City will initiate litigation against LAFCO pursuant to Govt. Code Section 54956.9(d)(4).
CONFERENCE WITH LABOR NEGOTIATOR
Agency Designation Negotiator: Mayor and Mayor Pro-Tem
Negotiating with: Unrepresented employee
MOTION TO ADD ITEMS TO CLOSED SESSION:
Moved by Garcia, second by Cardenas-Singh, to add items to closed session:
REAL PROPERTY NEGOTIATION:
Possible purchase of property located at 317 W. Brighton; Negotiating for the City: Abraham Campos; negotiating with Norma Villicana and realtor; under negotiation – price and terms.
EXISTING LITIGATION
Avendano v. City of El Centro, Seaman v. City of El Centro, Temores v. City of El Centro, Cruz v. City of El Centro, City of El Centro v. LAFCO
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Attachment: 7-18-2023 Regular CC Minutes (6133 : Approval of City Council Minutes) Book 37
EXISTING CLAIMS:
Imperial Aggregates v. City of El Centro
Motion unanimously carried. (Council Member Carter arrived at 11:36 a.m.) Closed Session concluded at 1:20 p.m.
City Council recessed to 6:00 p.m.
OPEN SESSION
The El Centro City Council met in a joint regular session on Tuesday, July 18, 2023 at 6:00 p.m. in Council Chambers, El Centro City Hall, 1275 Main Street, El Centro, California.
PRESENT: Council: Carter, Oliva, Cardenas-Singh, Marroquin, Garcia City Clerk Wyles, City Manager Ceseña, City Attorney Martyn Evans Pledge of Allegiance to the flag of the United States of America was led by El Centro Little League, and Invocation was given by Council Member Carter.
CITY ATTORNEY REPORT ON CLOSED SESSION
No reportable action from closed session.
PUBLIC COMMENTS
Public comments were made by Joselito N. Villero, Joy Villero Lindo, Alejandro Lopez, and Al Allal.
PRESENTATIONS AND ANNOUNCEMENTS BY MAYOR:
1. Recognition of El Centro Little League – Section 7 Juniors Division All Stars Champions.
2. Recognition of City of El Centro Board Members for Building Board of Appeals, Imperial Valley Housing Authority, and Personnel Appeals Board.
3. Proclamation for Parks and Recreation Month received by Adriana Nava, Community Services Director.
4. Proclamation for International Lifeguard Day – July 31, 2023 received by Rebecca Corfman.
NEW BUSINESS
* (Item #14 was moved up by Mayor Cardenas-Singh)
14. Moved by Marroquin, second by Oliva, adoption of Resolution No. 23-76, RESOLUTION OF THE
CITY COUNCIL OF THE CITY OF EL CENTRO ESTABLISHING THE COMPENSATION AND EMPLOYMENT TERMS FOR THE POSITION OF CITY MANAGER FOR JULY 01, 2023 THROUGH JUNE 30, 2026.
AYES: Carter, Oliva, Cardenas-Singh, Marroquin, Garcia
NOES: None
ABSENT: None
ASTAINED: None
*City Council recessed at 7:30 pm and reconvened at 7:47 pm with all Council Members present.
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Attachment: 7-18-2023 Regular CC Minutes (6133 : Approval of City Council Minutes) Book 37
CONSENT AGENDA
Moved by Garcia, second by Carter, approving consent items #5 – 12.
5. Approved Warrant Registers for the Month of June 2023.
6. Approval of Payroll Registers for the Month of June 2023.
7. Approval of Treasurer’s Report for the Month of June 2023.
8. Approval of City Council minutes of May 2, 2023, May 9, 2023, May 16, 2023, May 25, 2023, June 6, 2023, June 20, 2023, June 23, 2023 and June 26, 2023.
9. Adoption of Ordinance No. 23-02, ORDINANCE OF THE CITY COUNCIL OF THE CITY OF EL CENTRO REPEALING CHAPTER 7, ARTICLES I THROUGH XIV OF THE CITY CODE IN THEIR ENTIRETY AND READOPTING CHAPTER 7, ARTICLES I THROUGH XIV BY REFERENCE TO THE 2022 CALIFORNIA ADMINISTRATIVE CODE, THE 2022 BUILDING CODE, THE 2022 CALIFORNIA RESIDENTIAL CODE, THE 2022 CALIFORNIA ELECTRICAL CODE, THE 2022 CALIFORNIA GREEN BUILDING STANDARDS, THE 2022 MECHANICAL CODE, THE 2022 PLUMBING CODE, THE 2022 INTERNATIONAL PROPERTY MAINTENANCE CODE, THE 2022 HISTORICAL BUILDING CODE, THE EXISTING BUILDING CODE, THE 2022 GREEN BUILDING CODE AND MAKING FINDINGS RELATIVE
TO LOCAL CLIMATIC , GEOGRAPHIC, OR TOPOGRAPHIC CONDITIONS TO SUPPORT LOCAL AMENDMENTS TO SUCH CODES, AND ADOPTING BY REFERENCE THE 1997 UNIFORM ADMINISTRATIVE CODE, AND 1997 UNIFORM HOUSING CODE, waive reading and adopt by title only.
10. Adoption of Ordinance No. 23-03, AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF EL CENTRO REPEALING AND READOPTING CHAPTER 10, ARTICLE III, SECTION 10-48 TO ADOPT THE 2022 CALIFORNIA FIRE CODE WITH AMENDMENTS AND AMENDING ARTICLE IV, SECTION 10-62 PROVIDING FOR ELECTRONIC FILING AND NOTIFICATIONS FOR SELF-INPECTIONS, waive reading and adopt by title only.
11. Approval of Bid Documents for the Swarthout Park Field Lighting Project and Authorize the Community Services Department to send out to bid.
12. Adoption of Resolution No. 23-75, RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EL
CENTRO APPROVING AND AUTHORING THE PURCHASE OF AN AURORA SPLIT CASE PUMP FOR THE WATER TREATMENT PLANT.
AYES: Carter, Oliva, Cardenas-Singh, Marroquin, Garcia
NOES: None
ABSENT: None
ASTAINED: None
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Attachment: 7-18-2023 Regular CC Minutes (6133 : Approval of City Council Minutes) Book 37
PUBLIC HEARINGS
13. This was the date and time set for a public hearing for the purpose of considering an ordinance regarding temporary non-commercial signage, murals and display window signs. Presentation by Angel Hernandez, Director of Community Development.
Moved by Oliva, second by Carter, approval of Ordinance No. 23-04, AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF EL CENTRO, CALIFORNIA AMENDING CHAPTER 22.1 OF
THE CODE OF THE CITY OF EL CENTRO REGARDING TEMPORARY NON-COMMERCIAL SIGNAGE, MURALS, AND DISPLAY WINDOW SIGNS, waive reading, approve as first reading and authorize City Clerk to place on the next agenda for second reading and adoption.
AYES: Carter, Oliva, Cardenas-Singh, Marroquin, Garcia
NOES: None
ABSENT: None
ASTAINED: None
NEW BUSINESS
*14. Item was moved before consent agenda by Mayor Cardenas-Singh.
15. Moved by Marroquin, second by Oliva, adopting the Library Material Selection Policy and Materials Challenge Form.
AYES: Carter, Oliva, Cardenas-Singh, Marroquin, Garcia
NOES: None
ABSENT: None
ASTAINED: None
16. Moved by Oliva, second by Carter, adopting the of City of El Centro Mural Art Grant – Program Guidelines & Application.
AYES: Carter, Oliva, Cardenas-Singh, Marroquin, Garcia
NOES: None
ABSENT: None
ASTAINED: None
17. Presentation by Abraham Campos, PE, Public Works Director/City Engineer, necessary action regarding the award of the 2023 Streets Overlay Project.
Moved by Garcia, second by Oliva, adopting Resolution No. 23-77, RESOLUTION OF THE CITY
COUNCIL OF THE CITY OF EL CENTRO AWARDING THE BID AND AUTHORIZING THE EXECUTION OF A CONTRACT FOR THE 2023 STREETS OVERLAY PROJECT.
AYES: Carter, Oliva, Cardenas-Singh, Marroquin, Garcia
NOES: None
ABSENT: None
ASTAINED: None
City Council recessed and convened as the Successor Agency to the Redevelopment Agency at 8:14 p.m.
SUCCESSOR AGENCY TO THE REDEVELOPMENT AGENCY
PRESENT: Agency Members: Carter, Oliva, Cardenas-Singh, Marroquin, Garcia Agency Secretary Wyles, Executive Officer Manager Ceseña, Agency Counsel Martyn Evans
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Attachment: 7-18-2023 Regular CC Minutes (6133 : Approval of City Council Minutes) Book 37
18. Presentation by Adriana Nava, Community Services Director, discussion and related action regarding the sale of surplus land along Holt and Heil Avenues and further identified by Assessor’s Parcel Numbers: 053-752-075, 053-752,076, 053-7525, 077, 053-7582-078, 053-752-079, 053-752-080.
Council member Oliva asked if the revenues have to go to the state or if the City can keep them. Ms.
Nava commented that she has reached out to the state and was waiting for an answer.
Motion by Garcia, second by Cardenas-Singh, adopting Resolution No. SA 23-02, RESOLUTION OF
THE SUCCESSOR AGENCY OF THE CITY OF EL CENTRO APPROVING AN AGREEMENT FOR THE SALE OF REAL PROPERTY TO DESERT SUN INVESTMENTS, INC.
AYES: Carter, Oliva, Cardenas-Singh, Marroquin, Garcia
NOES: None
ABSENT: None
ASTAINED: None
19. Presentation by Adriana Nava, Community Services Director, discussion and related action regarding the declaration of certain surplus properties owned by the Successor Agency of the Redevelopment Agency of the City of El Centro.
Moved by Oliva, second by Marroquin, adopting Resolution No. SA 23-03, RESOLUTION OF THE
SUCCESSOR AGENCY TO THE REDEVELOPMENT AGENCY OF THE CITY OF EL CENTRO DECLARING PURSUANT TO GOVERNMENT CODE SECTION 54221 THAT CERTAIN
PROPERTIES OWNED BY THE SUCCESSOR AGENCY TO THE REDEVELOPMENT AGENCY OF THE CITY OF EL CENTRO ARE SURPLUS AND NOT NECESSARY FOR THE AGENCY’S USE.
AYES: Carter, Oliva, Cardenas-Singh, Marroquin, Garcia
NOES: None
ABSENT: None
ABSTAINED: None
Successor Agency to the Redevelopment Agency was adjourned at 8:32 p.m. and reconvened as City Council.
LEGISLATIVE ACTION
None
INFORMATIONAL ITEMS:
20. Received and referred to Community Development Department, Application for Alcoholic Beverage License – Petromart Retail Group, Inc. TBD 2115 S. 4th Str., El Centro, CA 92243-4514.
21. Received and referred to Community Development Department, Application for Alcoholic Beverage License – Kendal Companies LLC Ricochet R/C 955 N. Imperial Avenue, El Centro, CA 92253-1735.
22. Received and referred to Community Development Department, Application for Alcoholic Beverage License – Oscar Li, Chef Lee’s Chinese Food and Noodles, 1049 N. Imperial Ave., El Centro, CA 92243-1737.
TASK FORCE AND MAYOR & COUNCIL MEMBERS REPORTS
Mayor and Council Members reported on their activities since last City Council meeting and upcoming events.
CITY MANAGER REPORT
Reported on activities.
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Attachment: 7-18-2023 Regular CC Minutes (6133 : Approval of City Council Minutes) Book 37
ADJOURNMENT
With no further business the meeting was adjourned at 8:59 p.m. __________________________
Norma Wyles, City Clerk
APPROVED BY:
________________________________
Martha Cardenas-Singh, Mayor
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Attachment: 7-18-2023 Regular CC Minutes (6133 : Approval of City Council Minutes) Book 37
SPECIAL MEETING
EL CENTRO CITY COUNCIL
CITY HALL, CONFERENCE ROOM A
1275 MAIN STREET, EL CENTRO, CA
MONDAY, JULY 24, 2023, 5:00 P.M.
The El Centro City Council met in special session on Friday, July 24, 2023 at 5:00 p.m. in Conference Room A, 1275 Main Street, El Centro, California.
PRESENT: Council: Carter, Oliva, Cardenas-Singh, Marroquin, Garcia City Clerk Wyles, Interim City Manager Ceseña, City Attorney Martyn Evans CLOSED SESSION PUBLIC COMMENT:
No comments were received.
CITY COUNCIL CLOSED SESSION
Moved by Marroquin, second by Carter, to adjourn into closed session at 5:00 p.m. for:
ANTICIPATED LITIGATION
A point has been reached where, in the opinion of the City Council upon the advice of its legal counsel, and based upon existing facts and circumstances, there is a significant possibility of initiation of litigation against the City under Govt. Code Section 54956.9(d)(2) – claim from Imperial Aggregates.
POSSIBLE LITIGATION BY THE CITY
A point has been reached where, in the opinion of the City Council upon the advice of its legal counsel, and based upon existing facts and circumstances, there is a significant possibility that the City will initiate litigation against LAFCO pursuant to Govt. Code Section 54956.9(d)(4).
ADJOURNMENT
With no further business to be discussed, the meeting was adjourned at 5:45 p.m. ____________________________
Norma Wyles, City Clerk
APPROVED BY:
_________________________
Martha Cardenas-Singh, Mayor
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Attachment: 7-24-2023 Special Meeting CC Minutes (6133 : Approval of City Council Minutes) Book 37
REGULAR MEETING
EL CENTRO CITY COUNCIL
CITY HALL, COUNCIL CHAMBERS
1275 MAIN STREET, EL CENTRO, CA
TUESDAY, AUGUST 1, 2023 11:30 A.M.
This being a regularly scheduled meeting date of the El Centro City Council, this date of August 1, 2023 at 11:30 a.m. and all Council Members were absent upon unanimous consent therefrom, and the undersigned City Clerk declared said meeting cancelled.
Next regular meeting to be held on Tuesday, August 15, 2023 at 11:30 a.m. __________________________________
Norma Wyles, City Clerk
APPROVED BY:
__________________________
Martha Cardenas-Singh, Mayor
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Attachment: 8-01-2023 Cancelled CC Minutes (6133 : Approval of City Council Minutes) Book 37
SPECIAL MEETING
EL CENTRO CITY COUNCIL
CITY HALL, CONFERENCE ROOM A
1275 MAIN STREET, EL CENTRO, CA
MONDAY, AUGUST 1, 2023, 12:00 P.M.
The El Centro City Council met in special session on Monday, August 1, 2023 at 12:00 p.m. in Conference Room A, 1275 Main Street, El Centro, California.
PRESENT: Council: Carter, Cardenas-Singh, Marroquin, Garcia City Clerk Wyles, Interim City Manager Ceseña, City Attorney Martyn Evans ABSENT: Council: Oliva (arrived at 12:04 p.m.)
CLOSED SESSION PUBLIC COMMENT:
No comments were received.
CITY COUNCIL CLOSED SESSION
Moved by Garcia, second by Marroquin, to adjourn into closed session at 12:02 p.m. for:
ANTICIPATED LITIGATION
A point has been reached where, in the opinion of the City Council upon the advice of its legal counsel, and based upon existing facts and circumstances, there is a significant possibility of initiation of litigation against the City pursuant to Govt. Code Section 54956.9(d)(2) or that the City will initiate litigation pursuant to Govt.
Code Section 54956.9(d)(4).
EXISTING LITIGATION
City of El Centro v. LAFCO
CITY ATTORNEY REPORT ON CLOSED SESSION:
Pursuant to Govt. Code 54957.1 which is part of the Brown Act addresses public records of decisions made during closed sessions. I have reviewed the requirements of that section, and no reportable action was taken on the two items considered. Therefore, this is a written report that has no reportable action was taken, as allowed by Section 54957.1(b).
ADJOURNMENT
With no further business to be discussed, the meeting was adjourned at 1:30 p.m. ____________________________
Norma Wyles, City Clerk
APPROVED BY:
_________________________
Martha Cardenas-Singh, Mayor
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Attachment: 8-01-2023 Special Meeting CC Minutes (6133 : Approval of City Council Minutes) City Council of the City of El Centro Meeting: 09/12/23 11:30 AM 1275 Main Street Department: City Manager's Office
El Centro, CA 92243 Category: Lobbyist
Prepared By: Cynthia De Zilwa
SCHEDULED Department Head: Cedric Cesena
ACTION ITEM (ID # 6127) DOC ID: 6127
Agreement with Lobbying Firm - Joe A. Gonsalves & Son
CITY MANAGER’S RECOMMENDATION:
Ratify and approve the contract with Joe A. Gonsalves & Son for governmental affairs and lobbying services in Sacramento.
FISCAL IMPACT:
Measure P - Cost per month is $5,500 less the amount of $125,000/year that was budgeted for these services.
STRATEGIC PLANNING PROGRAM 2022-2027 RELATION:
N/A
DUE DILIGENCE CHECK FOR CONTRACTORS/CONSULTANTS: DID THE
DEPARTMENT VERIFY CURRENT EL CENTRO BUSINESS LICENSE,
CONTRACTORS LICENSE, REFERENCE CHECKS, INSURANCE, ETC:
N/A
BACKGROUND:
As discussed by the City Council, the City needs a third-party representative in Sacramento to provide information on bills and support and oppose bills that impact the City. Councilmembers Oliva and Garcia have done an amazing job providing such information, but each has a full-time job. Informal proposals were presented to the Mayor and Mayor Pro-Tem, who selected Joe A. Gonsalves & Son, a well-established firm used by over 75 cities and has more than 50 years of experience. Jason, one of the sons, is well-known to the City's state representatives and is recommended by its City clients.
Joe A. Gonsalves & Son, located at 925 L Street, Suite 250, Sacramento, CA. 95814, www.gonsalvi.com <http://www.gonsalvi.com> was founded in 1975, Joe A. Gonsalves & Son represent more cities than any other California Contract Lobbying Firm and have more than 50 years of legislative experience successfully representing their clients.
Joe Gonsalves served as a member of the California State Assembly from 1962 through 1974. Before that, he served as a Dairy Valley Council Member, including two years as Mayor of the City of Dairy Valley, which is now the City of Cerritos.
Anthony D. Gonsalves joined Joe A. Gonsalves & Son in January of 1977. Anthony was previously employed for a year and one-half by the California State Senate.
In December 1998, Jason A. Gonsalves joined Joe A. Gonsalves & Son. That provided Joe A. Gonsalves & Son the proud distinction of being the first California lobbying firm to have three generations of legislature advocates working for their clients, which continued until Joe passed away in July 2000. Jason has successfully represented clients before the Legislature and various state agencies in local government finance, utilities and commerce, public employee retirement, worker's compensation, 8 Packet Pg. 24
Action Item (ID # 6127) Meeting of September 12, 2023
telecommunications, and conflict of interest issues. In October of 2014, Paul A.
Gonsalves joined the team after most recently serving as Legislative Aide to Assemblymember Rudy Bermudez. Before working in the Assembly, Paul received his B.A. in Political Science and a minor in Public Administration from San Diego State University.
DISCUSSION:
At the suggestion of the UCSD lobbyist, and the explicit agreement of Assemblymember Eduardo Garcia, Mr. Gonsalves is working on completing the AB 918 process.
CONCLUSION:
Approve and ratify the agreement with Joe A. Gonsalves & Son, and confirm execution of the required Form 602, report of lobbyist.
ATTACHMENTS:
• El Centro signed agreement 9-5-23 Joe Gonsalves & Son Lobbyist (PDF) 8 Packet Pg. 25
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Attachment: El Centro signed agreement 9-5-23 Joe Gonsalves & Son Lobbyist (6127 : Agreement with Lobbying Firm)
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Attachment: El Centro signed agreement 9-5-23 Joe Gonsalves & Son Lobbyist (6127 : Agreement with Lobbying Firm)
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Attachment: El Centro signed agreement 9-5-23 Joe Gonsalves & Son Lobbyist (6127 : Agreement with Lobbying Firm)
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Attachment: El Centro signed agreement 9-5-23 Joe Gonsalves & Son Lobbyist (6127 : Agreement with Lobbying Firm)
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Attachment: El Centro signed agreement 9-5-23 Joe Gonsalves & Son Lobbyist (6127 : Agreement with Lobbying Firm)
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Attachment: El Centro signed agreement 9-5-23 Joe Gonsalves & Son Lobbyist (6127 : Agreement with Lobbying Firm) City Council of the City of El Centro Meeting: 09/12/23 11:30 AM 1275 Main Street Department: Library
El Centro, CA 92243 Category: Request for Proposal
Prepared By: Carla Mason
SCHEDULED Department Head: Carla Mason
ACTION ITEM (ID # 6108) DOC ID: 6108
Janitorial Service Request for Proposal
CITY MANAGER’S RECOMMENDATION:
Approve the Request for Proposals for Janitorial Maintenance for the Main Library and Library Branch.
FISCAL IMPACT:
None
STRATEGIC PLANNING PROGRAM 2022-2027 RELATION:
None
DUE DILIGENCE CHECK FOR CONTRACTORS/CONSULTANTS: DID THE
DEPARTMENT VERIFY CURRENT EL CENTRO BUSINESS LICENSE,
CONTRACTORS LICENSE, REFERENCE CHECKS, INSURANCE, ETC:
N/A
BACKGROUND:
The Library is asking for a Request for Proposals from janitorial firms for the maintenance of the Main Library and Library Branch. In the past, the library was under community services. However, since the current contract has expired and the library is now separate from community services, it is asking for a separate contract moving forward.
DISCUSSION:
The request includes the addition of the two community rooms, two patios and clean-up of debris in the outside landscape and parking lot.
CONCLUSION:
The Library would like the City Council to approve the Request for Proposals for Janitorial Maintenance for the Main Library and Library Branch.
ATTACHMENTS:
• A23-0131 - Reviewed and Revised RFP (DOC)
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08/2023/cdz/A23-0161/RFP/JanitorialServicesLibraries
REQUEST FOR PROPOSALS
Routine Janitorial Maintenance
for Main Library and Library Branch
RELEASE DATE:
Contact Information:
City of El
Centro Library
1198 N. Imperial
Avenue, El Centro,
CA 92243
Phone Number:(760) 337-4565
Carla Mason, LibraryDirector
DUE DATE:
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Attachment: A23-0131 - Reviewed and Revised RFP (6108 : Janitorial Service Request for Proposal) 08/2023/cdz/A23-0161/RFP/JanitorialServicesLibraries
CITY OF EL CENTRO
REQUEST FOR PROPOSALS FOR ROUTINE JANITORIAL AND MAINTENANCE FOR
MAIN LIBRARY AND LIBRARY BRANCH
REQUEST FOR PROPOSAL
The City of El Centro (hereinafter called “City”) is seeking qualified janitorial and maintenance firms (hereinafter called “Contractor”) to submit a proposal to provide janitorial and maintenance for Main Library and Library Branch on a scheduled basis. The scope of the work, the content of the proposal, and the selection process are described in this ‘Request for Proposal’ (hereinafter called ‘”RFP”). The scope of work is described in detail in Exhibit ‘A’.
BACKGROUND
The City of El Centro is located in Imperial County, approximately 10 miles north of the border with Mexico and 117 miles east of San Diego. The City of El Centro has a current population of 43,811 per the 2022 census. The City is a Charter City and operates under the council-manager form of government. The City is intersected by State Route 86, which is maintained by Caltrans, including its signal lights.
SCOPE OF SERVICES
The scope of the work includes the routine, custodial scheduled maintenance of the Main Library and Library Branch as set out in Exhibit “A,” attached and incorporated. The scope of work is limited to routine janitorial maintenance (such as vacuuming, washing, cleaning, dusting, and trash pickup) and does not include the repair, installation, construction or demolition of public facilities. Exhibit A also should contain the cost for each item of the scope of work/overall daily/weekly/monthly cost. The work would be for a term of five (5) years, with two additional (2) one (1) year term extensions. The City wishes to enter into an agreement with the successful Contractor as soon as an agreement is approved by the City.
Contractor represents it is skilled to perform the services and duties requested hereunder, and City relies upon the skills and knowledge of Contractor. Contractor shall perform such services and duties consistent with the standards generally recognized as being employed by professionals performing similar service in the State of California.
INSURANCE
A. The successful Contractor must be able to meet, at a minimum, the insurance requirements set out as below for the term of the Agreement and any extension thereof. These insurance requirements also are attached to the sample agreement as Exhibit “B”.
B. Insurance Requirements. Contractor shall provide and maintain insurance acceptable to the City Attorney in full force and effect throughout the term of this Agreement, against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by Contractor, its agents, representatives or employees. Insurance is to be placed with insurers with a Best rating of no less than A: VII. Contractor shall provide the following scope and limits of insurance:
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Attachment: A23-0131 - Reviewed and Revised RFP (6108 : Janitorial Service Request for Proposal) 08/2023/cdz/A23-0161/RFP/JanitorialServicesLibraries
(i) Minimum Scope of Insurance. Coverage shall be at least as broad as:
(a) Commercial General Liability: Commercial General Liability Insurance which affords coverage at least as broad as Insurance Services Office "occurrence" form CG 0001.
(b) Insurance Services Office form number CA 0001 (Ed. 1/87) covering Automobile Liability, including Code 1 "any auto" and endorsement CA0025, or equivalent forms subject to the written approval of the City.
(c) Workers’ Compensation insurance as required by the Labor Code of State of California and Employer's Liability insurance and covering all employees providing services on behalf of the Contractor and all risks to such persons under this Agreement.
(ii) Minimum Limits of Insurance. Contractor shall maintain limits of insurance no less than:
(a) Commercial General Liability: Commercial General Liability Insurance, with minimum limits of at least $1,000,000 per occurrence, and if written with an aggregate, the aggregate shall be double the per occurrence limit. Defense costs shall be paid in addition to the limits.
(b) Automobile Liability: $1,000,000 combined single limit per accident for bodily injury and property damage.
(c) Workers' Compensation and Employer's Liability: Workers' Compensation as required by the Labor Code of the State of California and Employers Liability limits of $1,000,000 per accident.
C. Other Provisions. Insurance policies shall contain the following provisions:
(i) All Policies. No insurance policy shall be suspended, or canceled by either party, or reduced in coverage or in limits except after thirty (30) days prior written notice has been given to the City Clerk, City of El Centro, 1275 W. Main Street, El Centro CA 92243. Contractor agrees to provide City with thirty (30) days prior written notice of any reduction in coverage or limits, and/or the suspension or voiding of any coverage required herein. Notice shall be sent pursuant to subsection (1) above. (ii) General Liability and Automobile Liability Coverages. (a) City, its officers, officials, and employees are to be covered as additional insured as respects: premises owned, occupied or used by Contractor, or automobiles owned, leased or hired or borrowed by Contractor. The coverage shall contain no special limitations on the scope of protection afforded to City, its officers, officials, or employees.
(b) Contractor's insurance coverage shall be primary insurance as respect to City, its officers, officials, and employees. Any insurance maintained by City, its officers,
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Attachment: A23-0131 - Reviewed and Revised RFP (6108 : Janitorial Service Request for Proposal) 08/2023/cdz/A23-0161/RFP/JanitorialServicesLibraries
officials, or employees shall apply in excess of, and not in contribution with, Contractor's insurance.
(c) Contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. (iii) Workers' Compensation and Employer's Liability Coverage. The insurer shall agree to waive all rights of subrogation against City, its officers, officials, and employees for losses arising from work performed by Contractor for City which waiver shall be shown on the endorsement.
D. Other Requirements. The Contractor selected shall deposit with City, at or before the effective date of the Agreement, endorsed certificates of insurance necessary to satisfy City that the insurance provisions of this contract have been complied with. T h e C i t y, i t s o f f i c e r s, a g e n t s, e m p l o ye e s a n d a u t h o r i z e d v o lu n t e e r s s h a l l b e n a m e d a s a d d i t i o n al n a m e d i n s u r e d s o n a l l p o l i c i e s . The certificates and endorsements are to be signed by a person authorized by that insurer to bind coverage on its behalf. City reserves the right to inspect complete, certified copies of all required insurance policies, at any time. (i) Contractor shall furnish certificates and endorsements from each sub-Contractor identical to those Contractor provides.
(ii) Any deductibles or self-insured retentions must be declared to and approved by City. (iii) City shall retain the right at any time to review the coverage, form, and amount of the insurance required hereby. If, in the opinion of City, the insurance provisions in this contract, form, and amount are insufficient, an increase may be required to provide adequate protection. City's requirements shall be reasonable and based on available insurance coverage, but shall be designated to assure protection from and against the kind and extent of the risks which exist at the time a change in insurance is required. (iv) The procurement of such required policy or policies of insurance shall not be construed to limit Contractor's liability hereunder or other requirements of the Agreement.
E. Indemnification.
Notwithstanding the limits of any insurance, Contractor shall indemnify, protect, defend and hold harmless the City and its officers, employees, agents, and authorized volunteers against any and all claims, liabilities, demands, judgments, costs (including but not limited to attorney fees) arising out of Contractor's alleged negligent acts, errors or omissions or any willful misconduct, except those arising from the sole gross negligence or willful misconduct of City.
TENTATIVE RFP DATES:
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Attachment: A23-0131 - Reviewed and Revised RFP (6108 : Janitorial Service Request for Proposal) 08/2023/cdz/A23-0161/RFP/JanitorialServicesLibraries
Below is the anticipated schedule for this project:
Schedule Date
Request for Proposal Posting/Mailing
Mandatory field visit
Written Question Deadline
Submittal Deadline
Tentative Interview (if necessary)
Tentative Final Selection/Negotiation
Tentative City Council Award
Tentative Contract Effective Date
SUBMITTAL GUIDELINES AND REQUESTED INFORMATION
Four (4) hard copies of the proposal shall be submitted in a sealed envelope with the caption Request For Proposals For Routine Janitorial Maintenance and addressed to:
Carla Mason, Library Director
City of El Centro
1198 N. Imperial Avenue
El Centro, CA 92243
RE: Routine Janitorial Cleaning for Main Library and Library Branch On a separate envelope, submit a hardcopy Fee Schedule to the same address and by the same date in a sealed envelope marked:
Fee Proposal for Routine Janitorial Cleaning for Main Library and Library Branch Attn: Carla Mason, Library Director
All proposals shall be received by 5:00 p.m., ___________2023. Responses must be sent by mail or hand delivered. Emails and facsimiles will not be accepted. Inquiries regarding this Request for Proposals should be directed to Carla Mason, Library Director at [email protected] prior to _________________________.
The proposal will be used to evaluate the firm’s capability. Therefore, it should be complete and accurate. The proposal should include, at a minimum, the following information:
• A letter of introduction that summarizes the key points of the proposal and includes the name, address, and phone number of the person who is authorized to represent the firm. • Company and Organization. General company information including number of employees, location of company headquarters and branch offices, number of years in business and organization, disciplines and staffing. Identify the branch office for this project and related experience in the area.
• Overall approach to providing maintenance services including understanding of work, work plan, company capabilities.
• Equipment and Resources. Provide a listing of equipment and related resources that will be available in delivering the maintenance services being requested.
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Attachment: A23-0131 - Reviewed and Revised RFP (6108 : Janitorial Service Request for Proposal) 08/2023/cdz/A23-0161/RFP/JanitorialServicesLibraries
• List of the municipalities the firm has provided similar services including date of service, scope, and contact information (name, position, and telephone number). • Resumes of key personnel who will be assigned to this project. • List of references.
The Contractor’s proposed fee schedule for the work shall be submitted in a separate sealed envelope accompanying the proposal marked “Proposed Fee Schedule.” Fees quoted will apply to the term of the Agreement and any extension thereof.
CONTRACTOR SELECTION
The City’s Library staff will evaluate the proposals. The City may interview the top Contractors whose qualifications most closely match the requirements of this Request for Proposal and the needs of the City. Staff will rank the Contractors and submit its recommendation to the City Council. The City Council will make the final decision and enter into an Agreement prepared by the City for the desired work. That Agreement will include a detailed scope of work and a payment for services schedule based upon the proposal. The Contractor will be required to execute the Agreement in the form attached to this RFP as Exhibit “B”.
All costs for preparing the proposals are the sole responsibility of the Contractor. The City reserves the right to reject any or all proposals, to request additional information for clarification, to accept or negotiate modifications to any proposal following the deadline for receipt of the proposal and to waive any irregularity if such serves the best interest of the City.
SELECTION CRITERIA
The City may use the following c r i t e r i a in the selection of the Contractor.
1. Understanding of Work
2. Work Plan
3. References from municipal contracts
4. Capabilities of company and proposed staff
5. Cost
The City may require Contractors to participate in additional rounds of refining submittals prior to the ultimate selection. These rounds could encompass revisions to the submittal criteria. Fees will be reviewed and negotiated following the selection of the qualified firm.
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Attachment: A23-0131 - Reviewed and Revised RFP (6108 : Janitorial Service Request for Proposal) 08/2023/cdz/A23-0161/RFP/JanitorialServicesLibraries
EXHIBIT “A” - SCOPE OF WORK
MAINTENANCE SERVICES AND COSTS
Facility Restroom Patio
Areas
Scope Description
Price
Main
Library
1198 N.
Imperial
Avenue
4 2 • Report any and all suspicious or illegal activities in City facilities immediately to Library
Operations Supervisor or his/her designee.
• Service the areas six (6) days a week, unless
otherwise noted.
• Daily cleaning of sinks, toilets, urinals, floors
and walls of restrooms and surrounding area
including, mirrors, daily wet mopping and floor
squeegee to assure non-slip surface to include all
4 restroom areas including wellness room &
water fountains.
• Daily dumping of trash cans to include patio
areas North and South sides, Community Rooms
A & B as well as outside trash bins.
• Trash pick-up a minimum of six (6) times per
week in all areas.
• Daily cleaning of Innovation Room to include,
windows, tables, chairs, wet mopping and floor
squeegee to assure non-slip surface, wiping of
all cabinet areas.
• Daily cleaning of Teen Room to include,
windows, tables, sitting areas, chairs, vacuum,
wiping of all shelf areas.
• Daily cleaning of Adult Lounge area to include,
windows, tables, sitting areas, chairs, vacuum,
wiping of all shelf areas.
• Daily cleaning of Children’s Area to include,
wiping of stadium surfaces, tables, sitting areas,
chairs, vacuum, wiping of all shelfs and
windows as well as stationary jeep.
• Daily dusting of all shelving including all tables,
chairs and public computers.
• Daily cleaning of Study Rooms 1 & 2 to include
windows, tables, chairs, trash pickup, dust and
vacuum.
• Daily cleaning of Community Rooms A & B to
include windows including sliding doors, tables,
chairs, trash pickup, dust, vacuum and clean
walls as needed.
• Daily cleaning of all staff areas, including
circulation desk, storage room & lounge to
include wiping of all surface areas and chairs,
vacuum, dust, trash pickup, wet mopping and
floor squeegee to assure non-slip surface, wiping
of all cabinet areas and doors.
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Attachment: A23-0131 - Reviewed and Revised RFP (6108 : Janitorial Service Request for Proposal) 08/2023/cdz/A23-0161/RFP/JanitorialServicesLibraries
• Daily cleaning of all study capsules to include
wiping of all surface areas and chairs.
• Initial power washing of sidewalks and patio
floor, patio furniture to remove stains and gum
stays. Subsequently a weekly washing of
sidewalks, and patios with water can be
maintained.
• Sweep and/or cleaning of sidewalks and all
entrance areas, power washing a minimum of
three (3) times per week to outside of library,
including all parking lot.
• Pickup of trash debris to surrounding outside
facility to include parking lot and landscaping all
around Library.
• All windows to include Community Room A &
B sliding doors.
• Cleaning, dust, mop, wipe, trash pickup to
serving room located inside Community Rooms
as needed.
• Restocking of paper items and air freshener to
entire facility as needed.
• Monthly cleaning of pavers with pressure
washer to include inside of all trash cans inside
and outside of the facility.
• Quarterly cleaning and shampooing of carpet to
entire facility to include Community Rooms A
& B.
*(Note) City will provide paper items and other
necessary items to company
Library
Branch
375 N. 1st
Street
0 0 • Report any and all suspicious or illegal activities in City facilities immediately to Library
Operations Supervisor or his/her designee.
• Service the area three (3) days a week, unless
otherwise noted.
• Daily cleaning of floors, dust tables, clean
windows, daily wet mopping and floor squeegee
to assure non-slip surface.
• Daily dumping of trash cans.
• Trash pick-up three (3) times per week in all
areas.
• Initial power washing of sidewalks and door to
remove stains and gum stays. Subsequently a
weekly washing of sidewalks with water can be
maintained.
• As needed, restocking of paper items.
*(Note) City will provide paper items and other
necessary items to company
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Attachment: A23-0131 - Reviewed and Revised RFP (6108 : Janitorial Service Request for Proposal) 08/2023/cdz/A23-0161/RFP/JanitorialServicesLibraries
SCOPE OF WORK
GENERAL: The Contractor shall be experienced in cleaning of building facilities and restrooms, trash removal and graffiti maintenance practices and techniques, and shall provide the skilled, uniformed, and sufficient number of workers, with adequate equipment, to perform the scope of services throughout the year.
The work to be performed shall include all items listed in this scope of work, including:
• Report any and all suspicious or illegal activities in City facilities immediately to Library Operations Supervisor or his designee.
• Service the areas six (6) days a week, unless otherwise noted. • Daily cleaning of sinks, toilets, urinals, floors and walls of restrooms and surrounding area including, daily wet mopping and floor squeegee to assure non-slip surface. • Daily dumping of trash cans.
• Trash pick-up a minimum of six (6) times per week in all areas. • Initial power washing of sidewalks and patio areas to remove stains and gum stays. Subsequently a weekly washing of sidewalks and parking lot with water can be maintained. • Sweep and/or cleaning of Library facilities and patio areas. • As needed, removing graffiti markings.
• As needed restocking of paper products.
The Contractor shall provide regular inspection of area for graffiti or vandalism. If found, the on-site supervisor will contact a designated Library Operations Supervisor or representative to report such findings.
The Contractor must also dispose on days of scheduled maintenance, by whatever means appropriate, all debris and trash in dumpsters on site provided by the City for City jobs only.
The City reserves the right to reject any and all bids, to negotiate with one or more bidders and to take any other actions in the best interests. Each bidder shall bear all of the costs of its submission. -END OF SCOPE OF WORK9.a
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EXHIBIT “B”
SAMPLE AGREEEMNT
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Attachment: A23-0131 - Reviewed and Revised RFP (6108 : Janitorial Service Request for Proposal) City Council of the City of El Centro Meeting: 09/12/23 11:30 AM 1275 Main Street Department: Engineering Division
El Centro, CA 92243 Category: Authorization
Prepared By: Felix De Leon
SCHEDULED Department Head: Abraham Campos
ACTION ITEM (ID # 6126) DOC ID: 6126
Approve Plans & Specifications for the LPPSB1L-5169 (056) Commercial Ave. Improvement Project
CITY MANAGER’S RECOMMENDATION:
Approve the plans and specifications for the LPPSB1L-5169 (056) Commercial Ave.
Improvement Project and authorize staff to release for public bidding.
FISCAL IMPACT:
No Impact to the General Fund.
Estimated costs are as follows
Purpose State SB1LPP Match Local Match Total funding
FY24 Construction $520,000 $520,000 $1,040,000
STRATEGIC PLANNING PROGRAM 2022-2027 RELATION:
Goal #2 Environmental Sustainability & Infrastructure, Ensure the City's infrastructure is enhanced and maintained to support existing and future development through innovative and sustainable principles. Action 2.13 Implement 2015/2016 Pavement Management System Plan which consists of recommended street repair costs to the City's streets network
DUE DILIGENCE CHECK FOR CONTRACTORS/CONSULTANTS: DID THE
DEPARTMENT VERIFY CURRENT EL CENTRO BUSINESS LICENSE,
CONTRACTORS LICENSE, REFERENCE CHECKS, INSURANCE, ETC:
N/A
BACKGROUND:
Engineering staff applied for SB1 Local Partnership Program (LPP) State Funding and the City was granted $520,000 in SB1LPP funding towards road improvements on Commercial Ave. from 3rd St. to Dogwood Ave. Program supplemental agreement NO. 00000A200 to administer the project was approved by council on August 15, 2023.
DISCUSSION:
Engineering Staff has designed in-house the Commercial Ave. Improvements Project, resulting in design cost savings as compared to contracting out. Commercial Avenue was identified as a need for rehabilitation of roadway. Due to the estimated cost of the project, engineering applied for SB1 Local Partnership Program funding to offset the project expense.
Rehabilitation will involve cold mill of existing asphalt followed by an overlay of new asphalt. Some sections will be repaired prior to the overlay with staff direction and oversight.
Below is a tentative Schedule for this project:
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Action Item (ID # 6126) Meeting of September 12, 2023
Schedule:
Approval of Plans and Specs September 12, 2023
Advertise Project September 22, 2023
Pre-Bid Meeting October 03, 2023
Bid Opening October 26, 2023
Construction Award November 7, 2023
Construction Commence December 5, 2023
Construction Completed January 19, 2024
CONCLUSION:
Approve the plans and specifications for the LPPSB1L-5169 (056) Commercial Ave.
Improvement Project and authorize staff to release for public bidding.
ATTACHMENTS:
• Plans Commercial Ave. Improvements SB1LPP 11x17 (PDF) • Specifications Commercial Ave. Improvements SB1LPP(PDF) 10 Packet Pg. 44
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
COMMERCIAL AVE. IMPROVEMENTS PROJECT
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COMMERCIAL AVE. IMPROVEMENTS PROJECT
TABLE OF CONTENTS
PAGE
NOTICE INVITING SEALED PROPOSALS (BIDS) NIB 1 - 6
BIDDING DOCUMENTS BD 1 - 20
CONTRACT DOCUMENTS CD 1 - 17
Agreement CD 1 - 13
Performance Bond CD 14-15
Payment Bond CD 16-17
GENERAL CONDITIONS GC 1-68
SUPPLEMENTAL GENERAL CONDITIONS SGC 1 - 3
SPECICATIONS S 1 – 1
SPECIAL PROVISIONS SP 1 – 20
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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NOTICE INVITING BIDS
RECEIPT OF BIDS: Sealed Bids will be received at the office of the City Clerk, City of El Centro, OWNER of the WORK, located at 1275 Main Street, El Centro, CA 92243, until October 26, 2023, at 2:00 p.m. for the construction of the “COMMERCIAL AVE. IMPROVEMENTS PROJECT”
DESCRIPTION OF WORK: The WORK includes but is not limited to:
The work shall include grinding of existing asphalt concrete pavement, installation of conventional-asphalt concrete, minor aggregate base, monument preservation, utility cover adjustments and traffic control as described in Chapter 5 of the Caltrans Traffic Manual and the latest edition of Manual of Uniform Traffic Control Devices (“California MUTCD”).
The scope of work is more specifically described on the construction plans and in these Specifications.
SITE OF WORK: The site of the WORK is located on Commercial Ave. from 3rd St. to Dogwood Ave. within City right of way.
COMPLETION OF WORK: The WORK must be completed within (45) consecutive Calendar Days after the commencement date stated in the Notice to Proceed.
OPENING OF BIDS: The Bids will be publicly opened and read at 2:00 PM on October 26, 2023 at the above-mentioned office of the City Clerk’s.
OBTAINING CONTRACT DOCUMENTS: The Contract Documents are entitled “COMMERCIAL AVE. IMPROVEMENTS PROJECT”
The Contract Documents may be obtained by download free at Planetbids by visiting City of El Centro website and selecting “Public Works (Planetbids) from the “DOING BUSINESS” drop down, Bids and Proposal tab, or at the following link https://www.planetbids.com/portal/portal.cfm?companyID=41180 PRE-BID CONFERENCE: A mandatory Prebid Conference for prospective Bidders will be held at the City of El Centro at 10:00 AM (prevailing local time), on October 3rd, 2023. The meeting will be held at RDA Conference Rm. A 1249 W. Main St. El Centro, CA . The object of the meeting is to acquaint Bidders with the site conditions and mandatory bidding requirements and subcontractors with subcontracting and material supply opportunities. At that meeting, the City of El Centro’s Equal Opportunity Program (DBE) goals and reporting procedures also will be discussed.
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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QUESTIONS: Technical questions must be submitted through Planetbids. Should Planetbids be unavailable questions should then be directed to the OWNER at [email protected] Questions must arrive at least (10) calendar days prior to the bid opening to allow time for distributing answers and/or clarifications to plan holders. Responses to questions that may be asked will be provided by Addendum. No oral comments shall be of any force or effect with respect to this solicitation.
CITY’S RESPONSES: Responses to questions asked may be provided via Addenda.
ALL SUBMISSIONS MUST BE BY PERSONAL DELIVERY OR BY MAIL. No electronic submissions will be accepted.
REQUIRED DOCUMENTS AS PART OF THE BID:
The bid shall be considered incomplete and be disqualified if any of the required BIDDING DOCUMENTS in pages BD 1to BD 20 of this solicitation are not provided as instructed.
BID SECURITY: Each Bid shall be accompanied by a certified or cashier’s check or bid bond in the amount of ten (10) percent of the total Bid price payable to the City of El Centro as a guarantee that the Bidder, if its bid is accepted, will promptly execute the Agreement. A bid shall not be considered unless one of the forms of bid security is enclosed with it.
BIDS TO REMAIN OPEN: The Bidder shall guarantee the total Bid price for a period of one hundred twenty (120) calendar Days from the date of Bid opening.
CONTRACTOR’S LICENSE CLASSIFICATION: In accordance with the provisions of California Law, OWNER has determined that CONTRACTOR shall possess a valid Class A California contractor’s license at the time that the Bid is submitted. Failure to possess the specified license shall render the Bid non-responsive and shall act as a bar to award of the Agreement to any Bidder not possessing said license at the time of Bid.
CALIFORNIA WAGE RATE REQUIREMENTS: In accordance with the provisions of California Labor Code sections 1770 et seq. as amended, the Director of the Department of Industrial Relations has determined the general prevailing rate of per diem wages in accordance with the standards set forth in such sections for the locality in which the WORK is to be performed.
A copy of said wage rates is on file at the office of OWNER. It shall be mandatory for CONTRACTOR to whom the WORK is awarded, and upon any Subcontractor under CONTRACTOR, to pay not less than said specified rates to all workers employed by them in the execution of the WORK.
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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CONTRACTOR AND SUBCONTRACTOR REGISTRATION WITH DEPARTMENT OF INDUSTRIAL RELATIONS:
Labor Code section 1771.1 provides that a contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Public Contract Code section 4104, or engage in the performance of any contract for public work, as that term is defined in Chapter 1, Part 7, Division 2 of the Labor Code, unless currently registered and qualified to perform public work pursuant to Labor Code section 1725.5. Labor Code section 1771.1 also provides that it is not a violation of that section for an unregistered contractor to submit a bid that is authorized by Business and Professions Code section 7029.1 or by Public Contract Code section 10164, provided the contractor is registered to perform public work pursuant to Labor Code section 1725.5 at the time the contract is awarded.
This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
RETAINAGE FROM PAYMENTS: CONTRACTOR may elect to receive one hundred (100%) percent of payments due under the Contract Documents from time to time, without retention of any portion of the payment by OWNER, by depositing securities of equivalent value with OWNER in accordance with the provisions of section 22300 of the Public Contract Code. Such securities, if deposited by CONTRACTOR, shall be valued by OWNER, whose decision on valuation of the securities shall be final. Securities eligible for investment under this provision shall be limited to those listed in section 16430 of the Government Code, bank or savings and loan certificates of deposit, interest-bearing demand deposit accounts, standby letters of credit or any other security mutually agreed to by CONTRACTOR and OWNER.
FILING OF BID PROTESTS:
By submitting a Bid, each Bidder hereby agrees and understands that the Bidder must comply with these protest procedures and exhaust all administrative remedies set forth herein prior to the initiation of any type of related legal action. Subject to the requirements of applicable law, this protest procedure can also be used to resolve issues surrounding the City’s determination of a Bidder as not responsible. The following terms as used in this Section shall have the following meanings:
“Protest” shall mean a written objection by an interested party or affected party to (i) the requirements or specifications contained in the Notice to Bidders or any portion of documents accompanying that notice; or (ii) a proposed award recommendation.
A. Solicitation Phase Protest.
The purpose of the solicitation is to obtain competitive Bids from Bidders. Any Bidder who has submitted a bid and who believes that a particular specification or requirement is impractical, unduly restrictive, or ambiguous may advise the AGENCY of its concerns by submitting a detailed
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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solicitation protest statement in accordance with the requirements set forth below in this Section A. The Protest does not replace the requirement to report irregularities in the bid documents. (1) Contents and Requirements
A solicitation protest must be submitted to the contact named in the bid documents by personal delivery or email by close of business at least fifteen (15) calendar days prior to the Bid due date, and must contain all of the following to be considered:
a. The name, address, and telephone number of the protester; and b. The Project Name and Project Number; and
c. A detailed statement setting forth the grounds for protest, which shall include all the factual and legal documentation in support of the protest in sufficient detail to establish merits of the protest; and
d. The desired resolution of the protest.
If the submitted protest does not comply with the requirements set forth herein, then it will not be considered for evaluation and will be returned to the protestor. Any grounds for protest not raised are waived. The protest may not be amended after filing. The protest is a public document.
(2) Evaluation and Determination
No hearing will be held on the protest. City’s Public Works Director, or designee, will review the protest and any supporting material and conduct an investigation of the facts.
That City representative may, but need not, require other Bidders to submit statements or arguments regarding the protest and may discuss the protest with the protestor. The Public Works Director or designee shall issue a final written decision regarding any solicitation protest to each Bidder prior to opening of bids. The written decision will cite any actions that will or will not be taken in response to the protest. That decision shall be final, and there shall be no further administrative recourse, including no protest of an award.
B. Protest of Award
(1) Contents and Requirements
Following the opening of the Bids, but before formal award of the bid, any Bidder may protest City’s proposed award of the Contract by submitting a written protest to Office of the City Clerk, 1275 W. Main Street, El Centro CA, 92243, attention Public Works Director or designee, no later than close of business on the fifth business day after the opening of the bids. That protest must be submitted in a timely manner, signed by the protesting Bidder, and must contain all of the following to be considered:
a. The name, address, and telephone number of the protestor; and
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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b. The Project Name and Project Number; and
c. The City action or recommendation that is being protested; d. A detailed statement setting forth every ground, reason, legal authority and facts in support of the protest, including all documents and evidence including specific references to parts of the bid documents; and
e. A clear statement of the relief requested.
The party filing the protest must concurrently transmit a copy of the initial protest document and any attached documentation to all other bidding parties.
A protest that does not comply with the requirements set forth herein will be returned to the protestor. The protest shall not be amended after filing. Any grounds for protest not raised are waived. The protest is a public document.
(2) Evaluation and Determination
The protested bidder may file responsive statements to the protest within three (3) business days after the receipt of the protest. Any other responding Bidder shall transmit its response to the protesting Bidder concurrent with delivery to the City. The Public Works Director, or designee, shall review the facts and all submittals relative to the protest and shall issue a written decision setting forth the basis for such decision. The written decision will be issued to the protestor and to all affected parties. Unless otherwise required by law, no hearing shall be provided. In the event a hearing is conducted, the Public Works Director or designee, shall issue written notice to the protestor and affected parties identifying the date and time for the hearing, along with rules concerning the hearing.
C. Delay in Award
Award of any proposed contract maybe delayed pending the resolution of the protest unless one or more of the following conditions is present:
1. The items or services being procured are urgently required;
2. Delivery or performance will be unduly delayed by failure to make award promptly; or
3. Failure to make prompt award will otherwise cause undue harm to the City.
D. No Limitations on Remedies
Nothing contained herein shall be construed to act as a limitation of the City’s choice of remedies or confer any right upon any interested party or affected party to a remedy.
E. Basis for Choice Remedy
In determining the appropriate remedy, the City shall consider all of the circumstances surrounding the notice of bids and/or award, including, but not limited to:
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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1. The seriousness of any deficiency found to exist in the contracting process;
2. The effect of the action on the competitive process;
3. Any urgency surrounding the requirement to enter into a contract; and
4. The effect that implementing the remedy will have on the City.
F. Remedies
If the City determines that the proposed award was not made in accordance with applicable statues, regulations, policies and/or procedures, the City, in its sole discretion, may grant any of the following remedies or any other remedy it deems appropriate:
1. Prior to award, City may do the following
(a) reject all bids and determine not to proceed with the project at that time; (b) reject all bids and issue a new solicitation;
(c) make a new selection/award recommendation to the next lowest qualified bidder; or
(d) award the contract consistent with applicable statutes, regulations, policies and procedures;
2. In its sole discretion, take no further action; or
3. Take any other action that is permitted by law to promote compliance.
OWNER’S RIGHTS RESERVED: OWNER reserves the right to reject any or all Bids, to waive any informality in a Bid, and to make awards to the lowest responsive Bidder as it may best serve the interest of OWNER.
LIQUIDATED DAMAGES: The project carries liquidated damages provisions of $5,000 per day per the Contract Documents.
OWNER’S RIGHTS RESERVED: OWNER reserves the right to reject any or all Bids, to waive any and all bid proposals and to waive any technical irregularities, to accept any bid or portion thereof, and to take all bids under advisement for a period of 120 days, and to make awards to the lowest responsive Bidder as it may best serve the interest of OWNER. All bids are provided at the sole expense of the Bidder.
Date:____________________ OWNER: City of El Centro
_________________________
Norma Wyles, City Clerk
- END OF NOTICE INVITING BIDS -
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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BD 1
BIDDING DOCUMENTS
INSTRUCTIONS TO BIDDERS
1. DEFINED TERMS. Terms used in these Instructions to Bidders and the Notice Inviting Bids which are defined in the General Conditions have the meanings assigned to them in the General Conditions. The term “Bidder” means one who submits a Bid directly to OWNER, as distinct from a sub-bidder, who submits a Bid to a Bidder.
2. INTERPRETATIONS AND ADDENDA
2.1 All questions about the meaning or intent of the Contract Documents are to be directed to OWNER. Interpretations or clarifications considered necessary by OWNER in response to such questions will be issued by Addenda. Questions received less than Ten (10) Days prior to the date for opening of Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect.
2.2 Addenda may also be issued to modify the Contract Documents as deemed advisable by OWNER.
3. COMPETENCY OF BIDDERS. In selecting the lowest responsive Bidder, consideration will be given not only to the financial standing but also to the general competency of the Bidder for the performance of the WORK covered by the Bid. Bidders must possess a valid California contractor’s license applicable to the type of work bid upon at the time of opening Bids.
4. EL CENTRO BUSINESS LICENSE. All Bidders and their Subcontractors not already having a business license from the City of El Centro for the WORK will be required to secure the appropriate license from the City of El Centro before the Agreement can be executed.
5. DISQUALIFICATION OF BIDDERS. More than one (1) Bid from an individual, firm, partnership, corporation or association under the same or different names will not be considered. If OWNER believes that any Bidder is interested in more than one (1) Bid for the WORK contemplated, all Bids in which such Bidder is interested will be rejected. If OWNER believes that collusion exists among the Bidders, all Bids will be rejected. A party who has quoted prices to a Bidder is not hereby disqualified from quoting prices to other Bidders, or from submitting a Bid directly for the WORK.
6. BIDDER’S EXAMINATION OF CONTRACT DOCUMENTS AND SITE
6.1 It is the responsibility of each Bidder before submitting a Bid:
(a) To examine thoroughly the Contract Documents and other related data identified in the Bidding Documents (including “technical data” referred to below);
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(b) To visit the site to become familiar with and satisfy Bidder as to the general and local conditions that may affect cost, progress or performance of the WORK; (c) To consider Federal, State and local Laws and Regulations that may affect cost, progress or performance of the WORK;
(d) To study and carefully correlate the Bidder’s knowledge and observations with the Contract Documents and other related data; and
(e) To notify OWNER of all conflicts, errors, ambiguities or discrepancies in or between the Contract Documents and such other related data.
6.2 Reference is made to the Supplementary General Conditions for identification of:
(a) Those reports of explorations and tests of subsurface conditions at or contiguous to the site which have been utilized by OWNER in the preparation of the Contract Documents.
The Bidder may rely upon the accuracy of the technical data contained in such reports; however, the interpretation of such technical data, including any interpolation or extrapolation thereof, together with non-technical data, interpretations and opinions contained therein or the completeness thereof is the responsibility of the Bidder. (b) Those drawings of physical conditions in or relating to existing surface and subsurface conditions (except Underground Utilities) which are at or contiguous to the site that have been utilized by OWNER in the preparation of the Contract Documents. The Bidder may rely upon the accuracy of the technical data contained in such drawings; however, the interpretation of such technical data, including any interpolation or extrapolation thereof, together with nontechnical data, interpretations and opinions contained in such drawings or the completeness thereof is the responsibility of the Bidder.
Subsurface conditions, including but not limited to groundwater, may have changed significantly between the completion of the soils investigation by the geotechnical engineer and start of construction. Subsurface conditions, including but not limited to groundwater, may change significantly during construction.
6.3 Copies of such reports and drawings will be made available by OWNER to any Bidder on request if said reports and drawings are not bound herein. Those reports and drawings are not part of the Contract Documents, but the technical data contained therein upon which the Bidder is entitled to rely, in Paragraph SGC-4.2 of the Supplementary General Conditions has been identified and established.
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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6.4 Information and data reflected in the Contract Documents with respect to Underground Utilities at or contiguous to the site is based upon information and data furnished to OWNER by the owners of such Underground Utilities or others, and OWNER does not assume responsibility for the accuracy or completeness thereof unless it is expressly provided otherwise in the Supplementary General Conditions or the section entitled “Protection and Restoration of Existing Facilities” of the General Requirements.
6.5 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders on subsurface conditions, Underground Utilities and other physical conditions, and possible changes in the Contract Documents due to differing conditions appear in Paragraphs 4.2, 4.3, and 4.4 of the General Conditions.
6.6 Before submitting a Bid, each Bidder will, at Bidder’s own expense, make or obtain any additional examinations, investigations, explorations, tests and studies and obtain any additional information and data which pertain to the physical conditions (surface, subsurface and Underground Utilities) at or contiguous to the site or otherwise which may affect cost, progress or performance of the WORK or which relate to any aspect of the means, methods, techniques, sequences or procedures of construction to be employed by Bidder and Safety precautions and programs incident thereto which the Bidder deems necessary to determine its Bid for performing the WORK in accordance with the time, price and other terms and conditions of the Contract Documents. Interference with existing facility operations will not be permitted.
6.7 On request in advance, OWNER will provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder shall fill all holes and shall clean up and restore the site to its former condition upon completion of such examinations, investigations, explorations, tests and studies.
6.8 The lands upon which the WORK is to be performed, rights-of-way and easements for access thereto and other lands designated for use by CONTRACTOR in performing the WORK are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by CONTRACTOR. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by OWNER unless otherwise provided in the Contract Documents.
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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6.9 The submission of a Bid will constitute an incontrovertible representation by the Bidder that the Bidder has complied with every requirement of this Paragraph 6, “Bidder’s Examination of Contract Documents and Site” herein, that without exception the Bid is premised upon performing the WORK required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction (if any) as may be indicated in or required by the Contract Documents, that Bidder has given OWNER written notice of all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolution thereof by OWNER is acceptable to Bidder and the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance of the WORK.
7. BID FORM.
7.1 The Bid shall be made on the Bid schedule bound herein and the pages may be removed from the bound volume. The envelope enclosing the sealed Bids shall be plainly marked in the upper left-hand corner with the name and address of the Bidder and shall bear the words “BID FOR” followed by “COMMERCIAL AVE. IMPROVEMENTS PROJECT,” El Centro, CA, 92243, and the date and hour of opening of Bids. The Bid security shall be enclosed in the same envelope with the Bid.
7.2 All blanks on the Bid form must be completed in ink.
7.3 Bids by corporations must be executed in the corporate name by the president and a vice-president. Bids signed by other corporate officer or the project manager shall be accompanied by the enclosed certificate of authority to sign, attested by the secretary or assistant secretary, and with the corporate seal affixed. The corporate address and state of incorporation must appear below the signature.
7.4 Bids by partnerships must be executed in the partnership name and be signed by a managing partner, accompanied by evidence of authority to sign and his/her title must appear under the signature and the official address of the partnership must appear below the signature.
7.5 All names must be printed below the signature.
7.6 The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid form. Failure to acknowledge Addenda shall render the Bid non-responsive and shall be cause for its rejection.
7.7 The address to which communications regarding the Bid are to be directed must be shown.
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7.8 All Bidders must provide evidence of authority to conduct business in California to the extent required by law.
8. QUANTITIES OF WORK. The quantities of work or material stated in unit price items of the Schedule of Values are supplied only to give an indication of the general scope of the WORK; OWNER does not expressly or by implication agree that the actual amount of work or material will correspond therewith, and reserves the right after award to increase or decrease the amount of any unit price item of the WORK in accordance with Article 10 of the General Conditions, to delete any Bid item in its entirety, or to add additional Bid items up to and including an aggregate total amount not to exceed twenty-five (25) percent of the Contract Price.
9. SUBSTITUTE OR “OR EQUAL” ITEMS. Whenever materials or equipment are specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular supplier and the name is followed by the words “or equal,” the Bidder may write the name of a substitute supplier (which the Bidder considers as an “or equal”) in the Proposed Substitute Equipment/Material Supplier List in the Bid form.
These substitute suppliers will only be considered after award of the Agreement. The procedure for the submittal of substitute or “or equal” products is specified in section 6.7 of the General Conditions.
10. SUBMISSION OF BIDS. The Bid shall be delivered by the time and to the place set forth in the Notice Inviting Bids. It is the Bidder’s sole responsibility to see that its Bid is received in proper time.
11. BID SECURITY, BONDS AND INSURANCE. Each Bid shall be accompanied by a certified or cashiers’ check or approved Bid bond in the amount stated in the Notice Inviting Bids. Said check or bond shall be made payable to the City of El Centro and shall be given as a guarantee that the Bidder, if awarded the Agreement, will enter into an Agreement with OWNER, and will furnish the necessary insurance certificates, payment bond and performance bond; each of said Bonds to be in the amount stated in the Supplementary General Conditions. In case of refusal or failure to enter into said Agreement, the check or Bid bond, as the case may be, shall be forfeited to OWNER. If the Bidder elects to furnish a Bid bond as its Bid security, the Bidder shall use the Bid bond form bound herein, or one conforming substantially to it in form.
12. DISCREPANCIES IN BIDS. In the event of a discrepancy between words and numbers in the Bid, the words shall govern. In the event there are unit price Bid items in the Schedule of Values and the amount indicated for a unit price Bid item does not equal the product of the unit price and quantity, the unit price shall govern and the amount will be corrected accordingly, and the Bidder shall be bound by said correction. In the event there is more than one (1) Bid item in the Schedule of Values and the total indicated for the schedule does not agree with the sum of the prices bid on the individual items, the prices bid on the individual items shall govern and the total for the schedule will be corrected accordingly, and the Bidder shall be bound by said correction.
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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13. MODIFICATIONS AND UNAUTHORIZED ALTERNATIVE BIDS. Unauthorized conditions, limitations or provisos attached to the Bid will render it informal and may cause its rejection as being non-responsive. The completed Bid forms shall be without interlineations, alterations or erasures in the printed text. Alternative Bids will not be considered unless called for. Oral, telegraphic or telephonic Bids or modifications will not be considered.
14. WITHDRAWAL OF BID. The Bid may be withdrawn by the Bidder by means of a written request, signed by the Bidder or its properly authorized representative. Such written request must be delivered to the place stipulated in the Notice Inviting Bids for receipt of Bids prior to the scheduled closing time for receipt of Bids.
15. BID RESULTS. To obtain bid results, provide a self-addressed, stamped envelope, referencing “COMMERCIAL AVE. IMPROVEMENTS PROJECT.” Bid tabulation will be mailed to you after verification of extensions. Bid results will not be given out over the telephone. Bid results may be posted on City’s website.
16. AWARD OF CONTRACT. Award of a contract, if it be awarded, will be on the basis of the Bid proposal estimated quantities and will be made to the lowest responsive Bidder whose Bid complies with all the requirements prescribed. Unless otherwise specified, any such award will be made within the period stated in the Notice Inviting Bids that the Bids are to remain open. Unless otherwise indicated, a single award will be made for all the Bid items in an individual Bid schedule. The lowest Bid shall be the lowest price on the Total BID.
17. RETURN OF BID SECURITY. Within fourteen (14) Days after award of the Agreement, OWNER will return the Bid securities accompanying such of the Bids as are not considered in making the award. All other Bid securities will be held until the Agreement has been finally executed. They will then be returned to the respective Bidders whose Bids they accompany.
18. EXECUTION OF AGREEMENT. The apparent low Bidder will be required to execute a written Agreement with OWNER on the form of agreement provided, shall secure all insurance and shall furnish all certificates and Bonds required by the Contract Documents within fourteen (14) calendar Days after receipt of notification that the Bidder is the apparent low Bidder. Failure or refusal to enter into an Agreement as herein provided or to conform to any of the stipulated requirements in connection therewith shall be considered non-responsive and result in the forfeiture of the Bid security. If the lowest responsive Bidder refuses or fails to execute the Agreement, OWNER may proceed to the second lowest responsive Bidder. If the second lowest responsive Bidder refuses or fails to execute the Agreement, OWNER may proceed to the third lowest responsive Bidder. On the failure or refusal of such second or third lowest Bidder to execute the Agreement, each such Bidder’s Bid securities shall be likewise forfeited to OWNER.
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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BD 7
19. LIQUIDATED DAMAGES. Provisions for liquidated damages in the amount of $1,000 per day are set forth in the Agreement Section XVIII.
20. WORKERS’ COMPENSATION REQUIREMENT. The Bidder should be aware that in accordance with section 3700 of the California Labor Code it will, if awarded the Agreement, be required to secure the payment of compensation to its employees and execute the Workers’ Compensation Certification in the form contained in these Contract Documents.
- END OF INSTRUCTIONS TO BIDDERS -
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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BD 8
SECTION 00300A
BID FORMS
BID TO: CITY OF EL CENTRO
1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with OWNER in the form included in the Contract Documents (as defined in Article 6 of the Agreement) to perform the WORK as specified or indicated in said Contract Documents entitled “COMMERCIAL AVE. IMPROVEMENTS PROJECT
2. Bidder accepts all of the terms and conditions of the Contract Documents, including without limitation those in the Notice Inviting Bids and Instructions to Bidders, dealing with the disposition of the Bid security.
3. This Bid will remain open for the period stated in the Notice Inviting Bids unless otherwise required by law. Bidder will enter into an Agreement within the time and in the manner required in the “Notice Inviting Bids” and the “Instructions to Bidders,” and will furnish the insurance certificates, Payment Bond and Performance Bond required by the Contract Documents.
4. Bidder has examined copies of all the Contract Documents including the following Addenda (receipt of all of which is hereby acknowledged):
Number ______ ______ ______ ______ ______ ______
Date ______ ______ ______ ______ ______ ______
5. Bidder has familiarized itself with the nature and extent of the Contract Documents, WORK, site, locality where WORK is to be performed, the legal requirements (Federal, State and local laws, ordinances, rules and regulations) and the conditions affecting cost, progress or performance of the WORK and has made such independent investigations as Bidder deems necessary.
To all the foregoing, and including all Bid schedule(s) and information required of Bidder contained in this Bid form, said Bidder further agrees to complete the WORK required under the Contract Documents within the Contract Time set forth in said Contract Documents, and to accept in full payment therefore the Contract Price based on the total Bid price(s) named in the aforementioned Bid schedule(s).
Dated: Bidder:
By:
(Signature)
Title:
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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BD 9
BID SCHEDULE - PRICES
Pursuant to and in compliance with the Invitation for Bids and other Contract Documents relating to the proposal for the construction of COMMERCIAL AVE. IMPROVEMENTS PROJECT
all in accordance with the Drawings and Project Specifications the undersigned Bidder, having familiarized himself with the terms of the Agreement, the local conditions affecting the performance of the Agreement and the cost of the WORK at the place the WORK is to be done; and with the Drawings, Project Specifications and other Contract Documents, hereby stipulated; CONTRACTOR agrees to complete the Agreement, including all of its component parts and everything required to be performed, and to provide and furnish any and all labor, materials, equipment, tools, expendable supplies, and all utility and transportation services necessary to perform the Agreement, and complete in a workmanlike manner all of the WORK required in connection with the Agreement, all in strict conformance with the Drawings and Specifications for the following prices and sum.
The following Bid Schedule of estimated quantities is included for convenience of bidding and a basis for comparison of Bids only, and CITY does not, expressly, or by implication, agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any class or portion of the WORK, or to delete portions of the WORK, as may be deemed necessary or advisable by CITY.
All Bidders are REQUIRED to use unit prices where indicated and to complete this schedule.
All items shall be complete and in place per Plans and these Bid and Contract Documents.
Note: Payment for all work (labor, material, equipment, etc.) required for the construction and installation of the improvement as shown on the plans which is not specifically identified below in the Bid Schedule shall be considered as included in the CONTRACTOR’s price, as itemized below, for the various items of work for which the work is required, and no additional compensation shall be made therefor.
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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BD 10
PROPOSAL BID FORM
TO THE DIRECTOR OF PUBLIC WORKS OF THE CITY OF EL CENTRO:
The undersigned hereby declares that he has carefully examined the location of the proposed work, that he has examined the plans and specifications and read the accompanying instructions to bidders and hereby proposes to furnish all material except owner furnished materials, and do all work required to complete the said work in accordance with said plans and specifications and special provisions for the unit prices set forth in the following schedule. The bidder shall furnish prices for all items shown in the proposal.
BASE BID SCHEDULE
Item Description
Unit Amount Unit
Price Total Price
1 MOBILIZATION / DEMOBILIZATION /
REQUIRED PERMITS
LS 1
2 TRAFFIC CONTROL LS 1
3 2.5” COLD MILL SY 24,560
4 INSTALL 2.5” OF CONVENTIONAL 3/4”
HMA TYPE-A PG 70-10
TON 3400
5 DOUBLE ADJUST WATER VALVE EA 18
6 DOUBLE ADJUST MANHOLE EA 19
7 SINGLE ADJUST WATER VALVE EA 1
8 DIGOUTS: INCLUDING ASPHALT
REMOVAL, SUB-BASE COMPACTION &
INSTALLATION OF ¾”TYPE A HMA PG70-
10 SF 10,020
9 MONUMENT PRESERVATION
CERTIFICATE, RE-ESTABLISHMENT OF
MONUMENTS NOT FOUND IN THE WORK
AREA & PROTECTION OF THOSE THAT
ARE.
LS 1
10 EROSION CONTROL LS 1
11 MATERIAL TESTING LS 1
12 GEOTECHNICAL TESTING LS 1
13 STREET STRIPING AND PAVEMENT
MARKINGS
LS 1
Total: $__________________________
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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Total Bid is:
$_____________________ (Amount of Total Base Bid written numerically as dollars and cents, in US dollars)
$ ___________________________________________________________________________ (Amount of Total Base Bid written in words as dollars and cents, in US dollars)
END OF PROPOSAL BID FORM
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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BD 12
LIST OF SUBCONTRACTORS
The Bidder shall list below the name and the location of the place of business of each Subcontractor who will perform work or labor or render service to CONTRACTOR in or about the construction of the WORK, or a Subcontractor licensed by the State who, under subcontract to CONTRACTOR, specially fabricates and installs a portion of the WORK according to detailed Drawings contained in the plans and specifications, in an amount in excess of one-half (0.5) of one (1.0) percent of CONTRACTOR’s total Bid. The Bidder shall also list below the portion of the WORK which will be done by each Subcontractor under this contract.
CONTRACTOR shall list only one (1) Subcontractor for each portion of the WORK. If Bidder does NOT intend to use ANY subcontractors, state “NONE” in the first block.
Substitutions of subcontractors listed will not be permitted unless approved by the City of El Centro.
The Bidder’s attention is directed to Paragraph 6.5.3 entitled “Subcontract Limitations” of the General Conditions which sets forth the percent of the WORK to be performed with the Bidders’ own forces. Failure to comply with this requirement will render the Bid nonresponsive and may cause its rejection.
PORTION OF WORK NAME OF
SUBCONTRACTOR
DIR REGISTRATION
NUMBER
PLACE OF BUSINESS
ADDRESS/TELEPHONE
No.
USE ADDITIONAL FORMS AS NECESSARY
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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BD 13
GENERAL INFORMATION
BIDDER’S GENERAL INFORMATION:
The Bidder shall furnish the information requested below. Additional sheets shall be attached as required. Failure to complete Item Nos. 1 through 3 will cause the Bid to be non-responsive and shall cause its rejection. In any event, no award will be made until all of the Bidder’s general information (i.e., items 1 through 3, inclusive) is delivered to OWNER.
INFORMATION TO BE PROVIDED BY ALL BIDDERS WITH BID SUBMITTAL:
PROVIDE A COMPLETE COPY OF THE MOST CURRENT LICENSE
(1) CONTRACTOR’s name and address:
(2) CONTRACTOR’s telephone number: FAX number:
(3) CONTRACTOR’s license: Primary classification
California State License No. and Expiration Date
Supplemental classifications held, if any:
Name of Licensee, if different from (1) above:
To be considered for award, CONTRACTOR shall have met all requirements established by OWNER of the Project.
- END GENERAL INFORMATION –
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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BD 14
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]. - END NONCOLLUSION DECLARATION –
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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BD 15
BID BOND
KNOW ALL MEN BY THESE PRESENTS,
That _____________________________ as Principal, and ____________________as Surety, are held and firmly bound unto the City of El Centro, hereinafter called “OWNER,” in the sum of __________________________ dollars, (_______________) (not less than ten (10) percent of the total amount of the Bid) for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.
WHEREAS, said Principal has submitted a Bid to said OWNER to perform the WORK required under the Bid schedule(s) of OWNER’s Contract Documents entitled:
NOW THEREFORE, if said Principal is awarded a contract by said OWNER and, within the time and in the manner required in the Notice Inviting Bids and the Instructions to Bidders enters into a written Agreement on the form of agreement bound with said Contract Documents, furnishes the required certificates of insurance and furnishes the required Performance Bond and Payment Bond, then this obligation shall be null and void, otherwise it shall remain in full force and effect. In the event suit is brought upon this Bond by said OWNER and OWNER prevails, said Surety shall pay all costs incurred by said OWNER in such suit, including reasonable attorneys’ fee to be fixed by the court and actual costs.
SIGNED AND SEALED, this day of , 20
(SEAL) (SEAL)
(Principal) (Surety)
By: By:
(Signature) (Signature)
(SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY)
- END BID BOND –
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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BD 16
CORPORATE CERTIFICATION
OR
PARTNERSHIP INFORMATION
Name of Corporation or Partnership________________________________________________ State of Incorporation___________________________________________________________ List names and addresses of each partner, or titles, names and business addresses of President, Secretary and Treasurer.
______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ Date_____________________________ Contractor__________________________ Signature_________________________ Title________________________________ ATTEST:
__________________________________
Signature by
__________________________________
Title
END OF CORPORATE CERTIFICATION OR PARTNERSHIP INFORMATION
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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BD 17
DRUG/ALCOHOL TESTING REQUIREMENTS
CONTRACTOR shall execute the following form as required by the Federal Drug and Alcohol, Section 49 CFR Part 382.
I agree to comply with the provisions of Federal Omnibus Transportation Employee Testing Act of 1991, and that I will administer a program of alcohol and drug testing of all commercial vehicle operators, as required by Federal Regulations.
CONTRACTOR certifies compliance with the City of El Centro’s Drug and Alcohol Free Workplace Policy as a condition of the State Drug-Free Workplace Act of 1990 (Government Code sections 8350 et seq.) and the Federal Drug Free Workplace Act of 1988 (41 U.S.C.A. Sections 701 et seq.) In addition, CONTRACTOR agrees to submit a copy of its own drug free workplace policy.
Dated_____________________________
________________________________________
CONTRACTOR’s Name
_________________________________________
CONTRACTOR’s Signature
_________________________________________
Title
- END DRUG/ALCOHOL TESTING REQUIREMENTS –
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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BD 18
WORKERS’ COMPENSATION CERTIFICATE
(AS REQUIRED BY SECTION 1861
OF THE CALIFORNIA LABOR CODE)
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 Agreement.
CONTRACTOR:
By:
Title:
- END OF WORKERS’ COMPENSATION CERTIFICATE –
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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BD 19
SITE VISIT CERTIFICATE
THIS IS TO CERTIFY that:
I, ___________________________________________________(name of bidder or his representative) of the _____________________________________________________ (name of construction firm) visited the site in connection with the Bid for the ______________________________________________________________ (name of the Project.)
Having examined the bid documents, I certify that I have acquainted with the nature, geographical and exact location of the works; the general conditions of execution; the neighboring buildings and other constraints that might affect the construction methods; the obligation not to obstruct the traffic where requested, or the flow of any water; the physical conditions specific to the construction sites; the climatic conditions; local conditions; means of communication and transport; the possibility of supplying water, electricity and fuel; the availability of labor sufficient in number and quantity; all constraints and obligations resulting from social, tax and customs legislation; and all conditions and circumstances which might influence the execution or price of the works.
I further certify that I am satisfied with the description of the works and the Project Engineer’s explanations and that I understand perfectly the works to be undertaken as specified and implied in the execution of the Contract.
______________________________________________
(Name and Signature of Bidder or his Representative)
Date : ______________________
Note 1: This form shall be completed at the time of the visit to the site where the works are to be carried out.
- END OF SITE VISIT CERTIFICATE –
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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BD 20
CONTRACTOR’S CERTIFICATION OF QUALIFICATION
FOR LICENSE CLASSIFICATION
After award of the contract, the Contractor, whether an individual, co-partnership, limited partnership, corporation, or any other combination or organization, shall execute the following form:
1. If an individual, I hereby certify that I am, or my responsible managing employee ________________________ (insert name) is, qualified for the license classification called for in these contract documents.
2. If a co-partnership or limited partnership, the general partner hereby certifies that the general partner _______________________________ (insert name), or responsible managing employee __________________________________ (insert name), is qualified for the license classification called for in these contract documents.
3. If a corporation, or any other combination or organization, the responsible managing officer _______________________________ (insert name), or a responsible managing employee ________________________________ (insert name), is qualified for the license classification called for in these contract documents.
If the individual who qualifies the Contractor for the license classification called for in these contract documents changes during the progress of the work, then Contractor shall, within seven (7) days of any such change, notify the Director of Public Works in writing of such change, including the name, license number and status of the individual.
For the purpose of this Certification, a responsible managing employee shall mean an individual who is a bona fide employee of the Contractor and is actively engaged in the classification of work for which that individual is the qualifying person on behalf of the Contractor under California law.
DATED:____________________ CONTRACTOR:___________________________________ SIGNATURE:_____________________________ TITLE:______________________________ ATTEST:
SIGNATURE BY:___________________________________________ TITLE:__________________________________________________
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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BD 21
- END OF BIDDING DOCUMENTS –
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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CONTRACT DOCUMENTS
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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CITY OF EL CENTRO
COMMERCIAL AVE. IMPROVEMENTS PROJECT
CONSTRUCTION SERVICES AGREEMENT
This CONSTRUCTION SERVICES AGREEMENT (“Agreement”), is made and effective , by and between the City of El Centro, a municipal corporation ("CITY"), and , a ("CONTRACTOR"). In consideration of the mutual covenants and conditions set forth herein, the parties agree as follows:
I. SCOPE OF WORK
The CONTRACTOR shall perform within the time set forth in Article 2 of this Agreement and shall furnish all labor, materials, equipment, tools, utility services, and transportation and perform and complete all work required in connection with the following:
The work shall include grinding of existing asphalt concrete pavement, installation of conventional-asphalt concrete, minor aggregate base, monument preservation, utility cover adjustments and traffic control as described in Chapter 5 of the Caltrans Traffic Manual and the latest edition of Manual of Uniform Traffic Control Devices (“California MUTCD”).The scope of work is more specifically described on the construction plans and in these Specifications.
By entering into this Agreement, CONTRACTOR acknowledges that there may be other contractors on the site whose work will be coordinated with that of its own.
CONTRACTOR expressly warrants and agrees that it will cooperate with other contractors and will do nothing to delay, hinder, or interfere with the work of other separate contractors, the CITY, the OWNER, the Architect, or utilities. CONTRACTOR also expressly agrees that, in the event its work is hindered, delayed, interfered with, or otherwise affected by a separate contractor, its sole remedy will be a direct action against the separate contractor.
To the extent allowed by law, the CONTRACTOR will have no remedy, and hereby expressly waives any remedy against the CITY, the OWNER, or the Architect on account of delay, hindrance, interference or other events caused by a separate contractor.
II. TIME FOR PROJECT COMPLETION
All of CONTRACTOR’s work on the Project shall be completed within durations established for the individual activities as set forth in the Project Construction Schedule.
All work shall commence ten (10) calendar days after receiving a written Notice to Proceed from the CITY or OWNER, if an OWNER is employed by CITY on the Project.
CONTRACTOR shall refer to the invitations for bids, and Project Plans and Specifications, all of which, as set forth below, are incorporated herein by reference, for contractual obligations regarding individual activity durations. The aggregate sum total work of all individual Prime Contractors to the CITY comprises the entire “Project” and shall be commenced and completed in conformance with the Project Construction Schedule. The entire Project shall be completed within 45 “Calendar” days as defined by Article 1 – Definitions of the General Conditions.
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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III. THE CONTRACT SUM
The CITY shall pay to the CONTRACTOR for the performance of this Agreement, subject to any additions and deductions provided in the Project documents, the sum of dollars ($ ).
IV. PROGRESS PAYMENTS
Based upon Applications for Payment submitted to the Architect by the CONTRACTOR and Certificates for Payment issued by the Architect, the CITY shall make progress payments on account of the Contract Sum to the CONTRACTOR as provided in the General Conditions.
This Agreement is subject to the provisions of Article 1.7 (commencing at Section 20104.50) of Division 2, Part 3 of the Public Contract Code regarding prompt payment of contractors by local governments. Article 1.7 mandates certain procedures for the payment of undisputed and properly submitted payment requests within 30 days after receipt, for the review of payment requests, for notice to Contractor of improper payment requests, and provides for the payment of interest on progress payment requests that are not timely made in accordance with that Article. This AGREEMENT hereby incorporates the provisions of Article 1.7 as though fully set forth herein.
V. RETENTION OF SECURITIES
Public Contract Code Section 22300 permits the substitution of securities for any monies withheld by a public agency to ensure performance under a contract, at the request and expense of the CONTRACTOR.
VI. INDEMNITY, DEFENSE AND HOLD HARMLESS AGREEMENT
CONTRACTOR shall indemnify, defend with legal counsel approved by CITY, and hold harmless CITY, its officers, officials, employees and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with CONTRACTOR's negligence, recklessness or willful misconduct in the performance of work hereunder or its failure to comply with any of its obligations contained in this Agreement, except such loss or damage which is caused by the sole or active negligence or willful misconduct of the CITY. Should conflict of interest principles preclude a single legal counsel from representing both CITY and CONTRACTOR, or should CITY otherwise find CONTRACTOR’s legal counsel unacceptable, then CONTRACTOR shall reimburse the CITY its costs of defense, including without limitation reasonable legal counsels fees, expert fees and all other costs and fees of litigation. The CONTRACTOR shall promptly pay any final judgment rendered against the CITY (and its officers, officials, employees and volunteers) with respect to claims determined by a trier of fact to have been the result of the CONTRACTOR’s negligent,
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Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
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reckless or wrongful performance. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Agreement.
CONTRACTOR obligations under this section apply regardless of whether or not such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee. However, without affecting the rights of CITY under any provision of this agreement, CONTRACTOR shall not be required to indemnify and hold harmless CITY for liability attributable to the active negligence of CITY, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In instances where CITY is shown to have been actively negligent and where CITY active negligence accounts for only a percentage of the liability involved, the obligation of CONTRACTOR will be for that entire portion or percentage of liability not attributable to the active negligence of CITY.
VII. PREVAILING WAGES
A. Wage rates for this Project shall be in accordance with the “General Wage Determination Made by the Director of Industrial Relations Pursuant To California Labor Code, Part 7, Chapter 1, Article 2, Sections 1770, 1771, 1773, 1773.1, 1774 and 1815", for Imperial County. Wage rates shall conform to those posted at www.cityofelcentro.org under the RFP and Bids City website section for this project and the Project site.
B. The following Labor Code sections are hereby referenced and made a part of this Agreement:
1. Section 1775 - Penalty for Failure to Comply with Prevailing Wage Rates.
2. Section 1777.4 - Apprenticeship Requirements.
3. Section 1777.5 - Apprenticeship Requirements.
4. Section 1813 - Penalty for Failure to Pay Overtime.
5. Sections 1810 and 1811 - Working Hour Restrictions.
6. Section 1775 - Payroll Records.
7. Section 1773.8 - Travel and Subsistence Pay.
8. Section 1776 – Payroll Records
VIII. RECORD AUDIT
In accordance with Government Code Section 8546.7, records of both the CITY and the CONTRACTOR shall be subject to examination and audit by the Auditor General for a period of three (3) years after final payment.
IX. CERTIFICATIONS
A. Contractor shall have a Class A License.
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X. FINAL PAYMENT
Final payment, constituting the entire unpaid balance of the Agreement Sum, shall be paid by the CITY to the CONTRACTOR no sooner than thirty-five (35) days after a Notice of Completion has been recorded, unless otherwise stipulated in the Notice of Completion, provided the work has then been completed, the Agreement fully performed, and a final Certificate for Payment has been issued by the Architect.
XI. CONTRACTOR'S FAILURE TO PROCURE COMPLETION OF PROJECT In the event CONTRACTOR fails to furnish tools, equipment, or labor in the necessary quantity or quality, or fails to prosecute the work or any part thereof contemplated by this Agreement in a diligent and workmanlike manner, and if the CONTRACTOR for a period of three (3) calendar days after receipt of written demand from CITY or its designated representative to do so, fails to furnish tools, equipment, or labor in the necessary quantity or quality, and to prosecute its work and all parts thereof in a diligent and workmanlike manner, or after commencing to do so within said three (3) calendar days, fails to continue to do so; then the CITY may exclude the CONTRACTOR from the premises, or any portion thereof, and take possession of said premises or any portion thereof, together with all material and equipment thereon, and may complete the work contemplated by this Agreement or any portion of said work, either by furnishing the tools, equipment, labor or material necessary, or by letting the unfinished portion of said work, or the portion taken over by the CITY to another contractor or by a combination of such methods. In any event, the procuring of the completion of said work, or the portion thereof taken over by the CITY, shall be a charge against the CONTRACTOR, and may be deducted from any money due or becoming due to CONTRACTOR from the CITY, or the CONTRACTOR shall pay the CITY the amount of said charge, or the portion thereof unsatisfied. The sureties provided for under this Agreement shall become liable for payment should CONTRACTOR fail to pay in full any said cost incurred by the CITY.
XII. INSURANCE
Prior to the beginning of and throughout the duration of the Work, CONTRACTOR and its subcontractors shall maintain insurance in conformance with the requirements set forth below. CONTRACTOR will use existing coverage to comply with these requirements. If that existing coverage does not meet the requirements set forth herein, CONTRACTOR agrees to amend, supplement or endorse the existing coverage to do so.
CONTRACTOR acknowledges that the insurance coverage and policy limits set forth in this section constitute the minimum amount of coverage required. Any insurance proceeds available to CONTRACTOR or its subcontractors in excess of the limits and coverage identified in this Agreement and which is applicable to a given loss, claim or demand, will be equally available to CITY.
A. CONTRACTOR shall provide the following types and amounts of insurance:
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Without limiting CONTRACTOR’s indemnification of CITY, and prior to commencement of Work, CONTRACTOR shall obtain, provide and maintain at its own expense during the term of this Agreement, policies of insurance of the type and amounts described below and in a form satisfactory to CITY.
General liability insurance. CONTRACTOR shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form CG 00 01, in an amount not less than $2,000,000 per occurrence, $4,000,000 general aggregate, for bodily injury, personal injury, and property damage, and a $2,000,000 completed operations aggregate. The policy must include contractual liability that has not been amended. Any endorsement restricting standard ISO “insured contract” language will not be accepted.
Automobile liability insurance. CONTRACTOR shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of the CONTRACTOR arising out of or in connection with Work to be performed under this Agreement, including coverage for any owned, hired, non-owned or rented vehicles, in an amount not less than $1,000,000 combined single limit for each accident.
Umbrella or excess liability insurance. CONTRACTOR shall obtain and maintain an umbrella or excess liability insurance that will provide bodily injury, personal injury and property damage liability coverage at least as broad as the primary coverages set forth above, including commercial general liability and employer’s liability. Such policy or policies shall include the following terms and conditions:
A drop down feature requiring the policy to respond in the event that any primary insurance that would otherwise have applied proves to be uncollectable in whole or in part for any reason;
Pay on behalf of wording as opposed to reimbursement; Concurrency of effective dates with primary policies; Policies shall “follow form” to the underlying primary policies; and Insureds under primary policies shall also be insureds under the umbrella or excess policies.
Workers’ compensation insurance. CONTRACTOR shall maintain Workers’ Compensation Insurance (Statutory Limits) and Employer’s Liability Insurance (with limits of at least $1,000,000) for CONTRACTOR’s employees in accordance with the laws of the State of California, Section 3700 of the Labor Code. In addition, CONTRACTOR shall require each subcontractor to similarly maintain Workers’ Compensation Insurance and Employer’s Liability Insurance in accordance with the laws of the State of California, Section 3700 for all of the subcontractor’s employees.
CONTRACTOR shall submit to CITY, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of CITY, its officers, agents, employees and volunteers.
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Pollution liability insurance. Environmental Impairment Liability Insurance shall be written on a CONTRACTOR’s Pollution Liability form or other form acceptable to CITY providing coverage for liability arising out of sudden, accidental and gradual pollution and remediation. The policy limit shall be no less than $1,000,000 dollars per claim and in the aggregate. All activities contemplated in this Agreement shall be specifically scheduled on the policy as “covered operations.” The policy shall provide coverage for the hauling of waste from the project site to the final disposal location, including non-owned disposal sites.
Products/completed operations coverage shall extend a minimum of three (3) years after project completion. Coverage shall be included on behalf of the insured for covered claims arising out of the actions of independent contractors. If the insured is using subcontractors, the Policy must include work performed “by or on behalf” of the insured. Policy shall contain no language that would invalidate or remove the insurer’s duty to defend or indemnify for claims or suits expressly excluded from coverage. Policy shall specifically provide for a duty to defend on the part of the insurer. The CITY, its officials, officers, agents, and employees, shall be included as insureds under the policy.
Other provisions or requirements
Proof of insurance. CONTRACTOR shall provide certificates of insurance to CITY as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers’ compensation. Insurance certificates and endorsements must be approved by CITY’s risk manager prior to commencement of performance. Current certification of insurance shall be kept on file with CITY at all times during the term of this contract. CITY reserves the right to require complete, certified copies of all required insurance policies, at any time.
Duration of coverage. CONTRACTOR shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the Work hereunder by CONTRACTOR, his agents, representatives, employees or subcontractors.
CONTRACTOR must maintain general liability and umbrella or excess liability insurance for as long as there is a statutory exposure to completed operations claims. CITY and its officers, officials, employees, and agents shall continue as additional insureds under such policies.
Primary/noncontributing. Coverage provided by CONTRACTOR shall be primary and any insurance or self-insurance procured or maintained by CITY shall not be required to contribute with it. The limits of insurance required herein may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and non-contributory basis for the benefit of CITY before the CITY’s own insurance or self-insurance shall be called upon to protect it as a named insured.
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City’s rights of enforcement. In the event any policy of insurance required under this Agreement does not comply with these requirements or is canceled and not replaced, CITY has the right but not the duty to obtain the insurance it deems necessary and any premium paid by CITY will be promptly reimbursed by CONTRACTOR or CITY will withhold amounts sufficient to pay premium from CONTRACTOR payments. In the alternative, CITY may cancel this Agreement.
Acceptable insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance or is on the List of Approved Surplus Line Insurers in the State of California, with an assigned policyholders’ Rating of A- (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best’s Key Rating Guide, unless otherwise approved by the CITY’s risk manager.
Waiver of subrogation. All insurance coverage maintained or procured pursuant to this agreement shall be endorsed to waive subrogation against CITY, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow CONTRACTOR or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. CONTRACTOR hereby waives its own right of recovery against CITY, and shall require similar written express waivers and insurance clauses from each of its sub consultants.
Enforcement of contract provisions (non estoppel). CONTRACTOR acknowledges and agrees that any actual or alleged failure on the part of the CITY to inform CONTRACTOR of non-compliance with any requirement imposes no additional obligations on the CITY nor does it waive any rights hereunder.
Requirements not limiting. Requirements of specific coverage features or limits contained in this Section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the CONTRACTOR maintains higher limits than the minimums shown above, the CITY requires and shall be entitled to coverage for the higher limits maintained by the CONTRACTOR. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the CITY.
Notice of cancellation. CONTRACTOR agrees to oblige its insurance agent or broker and insurers to provide to CITY with a thirty (30) day notice of cancellation (except for nonpayment for which a ten (10) day notice is required) or nonrenewal of coverage for each required coverage.
Additional insured status. General liability policies shall provide or be endorsed to provide that CITY and its officers, officials, employees, agents, and volunteers shall be
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additional insureds under such policies. This provision shall also apply to any excess/umbrella liability policies.
Prohibition of undisclosed coverage limitations. None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to CITY and approved of in writing.
Separation of insureds. A severability of interests provision must apply for all additional insureds ensuring that CONTRACTOR’s insurance shall apply separately to each insured against who claim is made or suit is brought, except with respect to the insurer’s limits of liability. The policy(ies) shall not contain any cross-liability exclusions.
Pass through clause. CONTRACTOR agrees to ensure that its sub-consultants, subcontractors, and any other party involved with the project that is brought onto or involved in the project by CONTRACTOR, provide the same minimum insurance coverage and endorsements required of CONTRACTOR. CONTRACTOR agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. CONTRACTOR agrees that upon request, all agreements with consultants, subcontractors, and others engaged in the project will be submitted to CITY for review.
City’s right to revise requirements. The CITY reserves the right at any time during the term of the contract to change the amounts and types of insurance required by giving the CONTRACTOR a ninety (90) day advance written notice of such change. If such change results in substantial additional cost to the CONTRACTOR, the CITY and CONTRACTOR may renegotiate CONTRACTOR’s compensation.
Self-insured retentions. Any self-insured retentions must be declared to and approved by CITY. CITY reserves the right to require that self-insured retentions be eliminated, lowered, or replaced by a deductible. Self-insurance will not be considered to comply with these specifications unless approved by CITY.
Timely notice of claims. CONTRACTOR shall give CITY prompt and timely notice of claims made or suits instituted that arise out of or result from CONTRACTOR’s performance under this Agreement, and that involve or may involve coverage under any of the required liability policies.
Additional insurance. CONTRACTOR shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgment may be necessary for its proper protection and prosecution of the Work.
XIII. CONTRACTOR'S LICENSE
CONTRACTOR must possess at the time of commencing work and throughout the Project duration, a Contractor's License, issued by the State of California, which is current and in good standing. CONTRACTOR shall ensure that any subcontractor working on the Project
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possesses at the time of commencing work and throughout the Project duration, a Contractor's License, issued by the State of California, which is current and in good standing.
XIV. REGISTRATION REQUIREMENTS
Pursuant to Section 1771.1(a) of the Labor Code:
“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 this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section 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 public work pursuant to Section 1725.5 at the time the contract is awarded.” CONTRACTOR must be registered with the Department of Industrial Relations (DIR) of the State of California in order to be eligible to work on public works projects.
CONTRACTOR must ensure registration with the DIR that is active and in good standing.
No contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)].
No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5.
This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
The CONTRACTOR is not subject to public works requirements (including registration with the DIR) if the public works project is under $1,000, unless the CITY knows that the same CONTRACTOR will be awarded total project costs in excess of $1,000 for a given year.
XV. CORPORATION IN GOOD STANDING
If CONTRACTOR is a corporation, the undersigned hereby represents and warrants that the corporation is duly incorporated and in good standing in the State of California, and that , whose title is , is authorized to act for and bind the corporation.
XVI. PROVISIONS REQUIRED BY LAW
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Each and every provision of law and clause required by law to be inserted in this Agreement shall be deemed to be inserted herein and the Agreement shall be read and enforced as though it were included herein, and if through mistake or otherwise any such provision is not inserted, or is not currently inserted, then upon application of either party the Agreement shall forthwith be physically amended to make such insertion or correction.
XVII. SUBSURFACE HAZARDOUS MATERIALS
A. In the event trenches or other excavations extend deeper than four (4) feet below the surface, the CONTRACTOR shall promptly, and before the following conditions are disturbed, notify the CITY in writing of any:
1. Material that the CONTRACTOR believes may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code that is required to be removed to a Class I, Class II or Class III disposal site in accordance with the provisions of existing law.
2. Subsurface or latent physical conditions at the site differing from those indicated.
3. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in the Work or the character provided for in the CONTRACT.
B. Upon receipt of said notification the CITY will investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in the CONTRACTOR's cost of or the time required for performance of any part of the work, the CITY will issue a change order under the procedures described in the General Conditions.
C. In the event that a dispute arises between the CITY and the CONTRACTOR whether the conditions materially differ, or involve hazardous waste or cause a decrease or increase in the CONTRACTOR's cost of or time required for performance of any part of the work, the CONTRACTOR shall not be excused from any scheduled completion date provided for by the Agreement, but shall proceed with all work to be performed under the Agreement. The CONTRACTOR shall retain any and all rights provided either by Agreement or by law which pertain to the resolution of disputes and protests between the contracting parties.
XVIII. LIQUIDATED DAMAGES
Pursuant to Government Code Section 53069.85, if work is not completed within the contract time or in strict accordance with the Project Schedule, it is understood, acknowledged and agreed that the CITY will suffer damage. It is therefore agreed that the CONTRACTOR shall pay to the CITY the sum of one thousand dollars ($1,000) for each and every calendar day of delay beyond the Contract Time, or beyond any completion schedule, construction schedule or Project milestones established in or pursuant to the
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Project Schedule, or beyond the time indicated in the Project Schedule for any individual Contract activity.
CONTRACTOR expressly understands, acknowledges and agrees that such liquidated damages can and shall be imposed if the CONTRACTOR does not meet each and every aspect of any activity schedule, completion schedule, construction schedule or Project milestones established in or pursuant to the Project Schedule. If the CITY accepts work or makes any payment under this Agreement after a default by reason of delays, the acceptance of such work and/or payment(s) shall in no respect constitute a waiver or modification of any provisions regarding Contract Time, a completion schedule, the Project Schedule or the accrual of liquidated damages. In the event the same is not paid, the CONTRACTOR further agrees that the CITY may deduct the amount thereof from any money due or that may become due the CONTRACTOR under the Agreement. This Article does not exclude recovery of damages under provisions of the Contract Documents, and is expressly in addition to the CITY’s ability to seek other damages.
CONTRACTOR is to refer to Section Project Construction Schedule for duration of individual activities. Liquidated damages may be assessed if any individual activity duration exceeds the time indicated for that activity on the Project Construction Schedule.
XIX. COMPONENT PARTS OF THE CONTRACT
This Agreement entered into consists of the following CONTRACT DOCUMENTS, all of which are component parts of the Agreement as if herein set out in full or attached hereto:
Notice Inviting Bids Proposed Subcontractors
Scope of Summary Bid Bond
Information for Bidders Information Required of Bidder
Bid Form Contract
Non-Collusion Affidavit Certificate Re. Worker’s Compensation Site Visit Certification Drug-free Workplace Certification Faithful Performance Bond Plans and Specifications
Labor and Materials Payment Bond Addenda
General Conditions Drawings
Supplementary General Conditions Change Orders
Special Conditions Shop Drawings Transmittals
All of the above named CONTRACT DOCUMENTS are intended to be complementary.
Work required by one of the above named CONTRACT DOCUMENTS and not by others shall be done as if required by all.
XX. ENTIRE CONTRACT
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This Agreement constitutes the entire contract of the parties. No other agreements or contracts, whether oral or written, pertaining to the work to be performed, exist between the parties. This Agreement can be modified only by an amendment in writing, signed by both parties.
CONTRACTOR CITY
City of El Centro
By: ____________________________ By: ____________________________ Title: __________________________ Title: __________________________ Date: __________________________ Date: __________________________ ATTACHMENTS:
Non-collusion Affidavit
Faithful Performance Bond
Labor and Materials Bond
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PERFORMANCE BOND
Whereas, The City Council of the City of El Centro, State of California, and _________________________________ (hereinafter designated as “principal”) have entered into an agreement whereby principal agrees to install and complete certain designated public improvements, which said agreement, dated __________, 20__, and identified as project _______________________________________________, is hereby referred to and made a part hereof; and
Whereas, Said principal is required under the terms of said agreement to furnish a bond for the faithful performance of said agreement.
Now, therefore, we, the principal and _____________________________________, as surety, are held and firmly bound unto the City of El Centro (hereinafter designated as “El Centro”) in the penal sum of ____________________ dollars ($__________) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors and administrators, jointly and severally, firmly by these presents.
The condition of this obligation is such that if the above-bounded principal, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and provisions in the said agreement and any alteration thereof made as therein provided, on his or their 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 El Centro, its officers, agents and employees, as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.
As a part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney’s fees, incurred by El Centro in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered.
The surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the work to be performed thereunder or the specifications accompanying the same shall in anywise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the work or to the specifications.
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In Witness Whereof, this instrument has been duly executed by the principal and surety above named, on ______________________, 20__.
(SEAL) (SEAL)
(CONTRACTOR) (Surety)
By: By:
(Signature) (Signature)
- END OF PERFORMANCE BOND –
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PAYMENT BOND
PAYMENT BOND
Whereas, the City Council of the City of El Centro, State of California, and ________________________ (hereinafter designated as ''the Principal") have entered into an Agreement dated _________________ and described as
________________________________________________________________ _______________________________________________________________ whereby the Principal agrees to install and complete certain designated public improvements identified as _________________________which are part of City project ________________________________________________, and which Agreement is hereby referred to and made a part hereof; and
Whereas, under the terms of the Agreement, the Principal is required before entering upon the performance of the work to file a good and sufficient payment bond with the City of El Centro to secure the claims referenced in Civil Code Sections 9550 et seq.; and Now, therefore, the Principal and the undersigned as corporate surety, are held firmly bound unto the City of El Centro and all contractors, subcontractors, laborers, materialmen, and other persons employed in the performance of the Agreement and referenced in Sections 9550 et seq of the Civil Code in the sum of
_________________________________________dollars ($________________), for materials furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to this work or labor, that the surety will pay the same in an amount not exceeding the amount hereinabove set forth, and also in case suit is brought upon this bond, will pay, in addition to the face amount thereof, costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the City of El Centro in successfully enforcing this obligation, to be awarded and fixed by the court, and to be taxed as costs and to be included in the judgment therein rendered.
It is hereby expressly stipulated and agreed that this bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Section 9550 et seq of the Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond.
Should the condition of this bond be fully performed, then this obligation shall become null and void, otherwise it shall be and remain in full force and effect.
The surety hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the Agreement or the specifications accompanying the same shall in any manner affect its obligations on this bond, and it does hereby waive notice of any such change, extension, alteration, or addition.
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In witness whereof, this instrument has been duly executed by the principal and surety above named, on___________, 20 _______________________________ _________________________ (CONTRACTOR) (Surety)
By:___________________________ By:_______________________________ (Signature) (Signature)
-END OF PAYMENT BOND-
- END OF CONTRACT DOCUMENTS -
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GENERAL CONDITIONS
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GENERAL CONDITIONS
ARTICLE 1 -- DEFINITIONS
Wherever used in these General Conditions or in the other Contract Documents the following terms have the meanings indicated which are applicable to both the singular and plural thereof.
Where an entire word is capitalized in the definitions and is found un-capitalized in the Contract Documents it has the ordinary dictionary definition.
Addenda - Written or graphic instruments issued prior to the opening of Bids which make additions, deletions or revisions to the Contract Documents.
Agent - OWNER is the Agent of OWNER.
Agreement - The written contract between OWNER and CONTRACTOR covering the WORK to be performed; other documents are attached to the Agreement and made a part thereof as provided therein.
Allowance - A Bid item that adds a specified quantity of WORK to the Agreement work scope which OWNER may unilaterally direct CONTRACTOR to perform, or elect not to have performed.
Application for Payment - The form furnished by OWNER which is to be used by CONTRACTOR to request progress or Final Payment and which is to be accompanied by such supporting documentation as is required by the Contract Documents.
Asbestos - Any material that contains more than one (1) percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration (“OSHA”).
Beneficial Occupancy - Use by OWNER of the WORK prior to final acceptance.
Bidder - Any individual, firm, partnership, corporation or combination thereof, submitting a Bid for the WORK, acting directly or through a duly authorized representative.
Bid - The offer or proposal of the Bidder submitted on the prescribed form setting forth the price or prices for the WORK.
Bidding Documents - The advertisement or Invitation to Bid, Instructions to Bidders, the Bid form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids).
Bonds - Bid, Performance and Payment Bonds and other instruments which protect against loss due to inability or refusal of CONTRACTOR to perform its contract.
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Change Order - A document recommended by OWNER which is signed by CONTRACTOR and OWNER and authorizes an addition, deletion or revision in the WORK, or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement.
CITY - OWNER (See OWNER’s in this section).
City of El Centro - OWNER (See OWNER’s definition in this section).
Claim - A dispute becomes a Claim only after CONTRACTOR receives and refuses to accept OWNER’s initial determination, and is certified as required by Article 16.3.
Codes - The terms Government Code, Labor Code, etc. refer to codes of the State of California.
OWNER - The individual, partnership, corporation, joint venture or other legal entity named as such by written notice from OWNER.
OWNER Order - A written order issued by OWNER which clarifies or interprets the Procurement Documents or orders minor changes or alterations in the scope of WORK to be furnished but which does not involve a change in the Contract Price or the Contract Time.
Contract Documents - The Notice Inviting Bids, Instructions to Bidders, Bid forms (including the Bid, Bid schedule(s), information required of Bidder, Bid bond, and all required certificates and affidavits), Agreement, Performance Bond, Payment Bond, General Conditions, Supplementary General Conditions, SPECIAL PROVISIONS, Drawings and all Addenda, and Change Orders executed pursuant to the provisions of the Contract Documents.
Contract Milestone - A principal event specified in the Contract Documents relating to an intermediate completion date of a portion of the WORK, or a period of time within which the portion of the WORK should be performed prior to Substantial Completion of all the WORK.
Contract Price - The total monies payable by OWNER to CONTRACTOR under the terms and conditions of the Contract Documents.
Contract Time - The number of successive calendar Days stated in the Contract Documents for the completion of the WORK.
CONTRACTOR - The individual, partnership, corporation, joint venture or other legal entity with whom OWNER has executed the Agreement.
Day - A calendar day of twenty-four (24) hours measured from midnight to the next midnight.
Defective Work - Work that is unsatisfactory, faulty or deficient; or that does not conform to the Contract Documents; or that does not meet the requirements of any inspection, reference standard, test or approval referred to in the Contract Documents; or work that has been damaged by anyone other than OWNER prior to OWNER’s recommendation of final payment.
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Packet Pg. 100 Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
COMMERCIAL AVE. IMPROVEMENTS PROJECT GC 4
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OWNER - The individual, partnership, corporation, joint venture or other legal entity named as such in the Contract Documents or succeeding entity. In the lack thereof, OWNER shall have the same meaning as OWNER.
Demobilization - The complete dismantling and removal by CONTRACTOR of all of CONTRACTOR’s temporary facilities, equipment and personnel at the site.
Drawings - The drawings, plans, maps, profiles, diagrams and other graphic representations which indicate the character, location, nature, extent and scope of the WORK and which have been prepared by OWNER and are referred to in the Contract Documents. Shop Drawings are not Drawings as so defined.
Disputed Work - A dispute exists from the time CONTRACTOR disagrees with a decision or determination made by OWNER until OWNER renders an initial determination. If the issue is unresolved it becomes a Claim.
Effective Date of the Agreement - The date indicated in the Agreement on which it becomes effective, but if no such date is indicated it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver.
Engineer - Wherever the word Engineer is found in these Contract Documents or in any referenced document, it shall mean OWNER.
Field Order - A written order issued by OWNER which changes the Agreement WORK scope and involves a change in the Contract Price or Contract Time or the intent of the Agreement.
Final Payment - is defined as the last progress payment made to CONTRACTOR for earned funds, less retainage as applicable, less deductions listed in Article 14. CONTRACTOR is entitled to this payment when the Notice of Completion is issued.
General Conditions - Section General Conditions of the Contract Specification.
Hazardous Waste - The term Hazardous Waste shall have the meaning provided in Section 104 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time or, as defined in section 25117 of the Health and Safety Code, that is required to be removed to a class I, class II or class III disposal site in accordance with provisions of existing law, whichever is more restrictive.
Holidays - Legal Holidays observed by OWNER occur on:
New Year’s Day - January 1
Martin Luther King’s Birthday - Third (3rd) Monday in January President’s Day - Third (3rd) Monday in February
Good Friday – The afternoon of the Friday before Easter Memorial Day - Last Monday in May
Juneteenth – June 19
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Packet Pg. 101 Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
COMMERCIAL AVE. IMPROVEMENTS PROJECT GC 5
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Independence Day - July 4
Labor Day - First (1st) Monday in September
Veteran’s Day - November 11
Thanksgiving Day - Fourth (4th) Thursday in November
The Day after Thanksgiving – The Friday after the fourth (4th) Thursday in November Christmas Eve – The afternoon of December 24
Christmas Day - December 25
New Year’s Eve – The afternoon of December 31
If any Holiday listed above falls on a Saturday, Saturday and the preceding Friday are both legal Holidays. If the Holiday should fall on a Sunday, Sunday and the following Monday are both legal Holidays.
Interfacing Work - Work which connects to, abuts or meets with work of another contractor.
Laws and Regulations - Any and all applicable laws, rules, regulations, ordinances, codes and/or orders of any and all governmental bodies, agencies, authorities and courts having jurisdiction.
Lump Sum Work - Work to be paid on the basis of lump sum prices.
Mechanic’s Lien - A form of security, an interest in real property, which is held to secure the payment of an obligation. When referred to in these Contract Documents, Mechanic’s Lien or lien means Stop Notice.
Milestone - See Contract Milestone.
Mobilization - The establishment by CONTRACTOR of the temporary facilities, equipment and personnel at the site thereby enabling the WORK to commence.
Notice of Award - The written notice by OWNER to the apparent low Bidder stating that upon compliance by the apparent low Bidder with the conditions precedent enumerated therein within the time specified, OWNER will enter into an Agreement.
Notice of Completion - A form signed by OWNER, OWNER and CONTRACTOR recommending to OWNER that the WORK is complete and fixing the date of completion. After acceptance of the WORK by OWNER’s governing body, the form is signed by OWNER and filed with the County Recorder. This filing starts the thirty (30) Day lien filing period on the WORK.
Notice to Proceed - The written notice issued by OWNER to CONTRACTOR authorizing CONTRACTOR to proceed with the WORK and establishing the date of commencement of the Contract Time.
OWNER’s Agent - OWNER is OWNER’s Agent.
OWNER - The City of El Centro, acting through its legally designated officials, officers or employees.
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Packet Pg. 102 Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
COMMERCIAL AVE. IMPROVEMENTS PROJECT GC 6
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Partial Utilization - Use by OWNER of a substantially completed part of the WORK for the purpose for which it is intended prior to Substantial Completion of all the WORK. (See Beneficial Occupancy)
PCBs - Polychlorinated biphenyls.
Petroleum - Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (sixty (60) degrees Fahrenheit and fourteen and seventenths (14.7) pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene and oil mixed with other non-Hazardous Wastes and crude oils.
Project - The total construction of which the WORK to be provided under the Contract Documents may be the whole, or a part as indicated elsewhere in the Contract Documents.
Radioactive Material - Source, special nuclear or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Sections 2011 et seq.) as amended from time to time.
Request for Information - The standardized form furnished by OWNER for CONTRACTOR’s use when making written requests for information to OWNER, and upon which the response will be answered and returned.
Request for Proposal - The standardized form used by OWNER to request a proposal from CONTRACTOR for proposed changes in the WORK.
Samples - Physical examples of materials, equipment or workmanship that are representative of some portion of the WORK and which establish the standards by which such portion of the WORK will be judged.
Safety - Safety includes health and security.
Shop Drawings - All drawings, diagrams, illustrations, schedules and other data which are specifically prepared by or for CONTRACTOR and submitted by CONTRACTOR to illustrate some portion of WORK and all illustrations, brochures, standard schedules, performance charts, instructions and diagrams to illustrate material or equipment for some portion of the WORK.
Specifications – The directions, provisions and requirements contained in the Bidding Documents, contract forms, conditions of the Agreement and the SPECIAL PROVISIONS, as listed in the Table of Contents.
Stop Notice - A legal remedy for Subcontractors and Suppliers who contribute to public works, but who are not paid for their work, which secures payment from construction funds possessed by OWNER. For public property, the Stop Notice remedy is designed to substitute for Mechanic’s Lien rights.
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Packet Pg. 103 Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
COMMERCIAL AVE. IMPROVEMENTS PROJECT GC 7
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Submittals - The information which is specified for submission to OWNER in accordance with Article 6.20 of the General Conditions.
Sub-Consultant - The individual, partnership, corporation, joint venture or other legal entity having a direct contract with OWNER, OWNER or with any of their consultants to furnish services with respect to the Project and who is identified as such in the Supplementary General Conditions.
Subcontractor - An individual, partnership, corporation, joint venture or other legal entity having a direct contract with CONTRACTOR or with any other Subcontractor for the performance of a part of the WORK at the site.
Substantial Completion - Refers to when the WORK has progressed to the point where, in the opinion of OWNER as evidenced by Notice of Completion as applicable, it is sufficiently complete, in accordance with the Contract Documents, so that the WORK can be utilized for the purposes for which it is intended, and after the operation demonstration is complete, where applicable.
SPECIAL PROVISIONS – That section of the Contract Documents consisting of written technical descriptions of products and execution of the WORK.
Supplementary General Conditions - The part of the Contract Documents which make additions, deletions or revisions to these General Conditions.
Supplier - A manufacturer, fabricator, supplier, distributor, material worker or vendor.
Underground Utilities - All pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels or other such facilities or attachments, and any encasement containing such facilities which have been installed underground to furnish any of the following services or materials: electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, sewage and drainage removal, traffic or other control systems or water.
Unit Price Work - Specific WORK scope included in the Agreement WORK scope to be paid for on the basis of unit prices. OWNER may unilaterally direct CONTRACTOR to perform the WORK, or elect not to have the WORK performed.
WORK - The entire completed construction or the various separately identifiable parts thereof required to be furnished under the Contract Documents. WORK is the result of performing or furnishing labor and furnishing and incorporating materials and equipment into the construction, and performing or furnishing services and furnishing documents, all as required by the Contract Documents.
Work Change Directive - A written directive to CONTRACTOR, issued on or after the Effective Date of the Agreement and recommended by OWNER, and signed by OWNER ordering an addition, deletion or revision in the WORK, or responding to differing or unforeseen physical conditions under which the WORK is to be performed or to emergencies. A Work Change
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Packet Pg. 104 Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
COMMERCIAL AVE. IMPROVEMENTS PROJECT GC 8
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Directive will not change the Contract Price or the Contract Time, but is evidence that the parties expect that the change directed or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Time.
ARTICLE 2 -- PRELIMINARY MATTERS
2.1 DELIVERY OF BONDS/INSURANCE CERTIFICATES - When CONTRACTOR delivers the signed Agreements to OWNER, CONTRACTOR shall also deliver to OWNER such Bonds and Insurance Policies and Certificates as CONTRACTOR may be required to furnish in accordance with the Contract Documents.
2.2 COPIES OF DOCUMENTS - OWNER shall furnish to CONTRACTOR ten (10) copies of the Contract Documents as specified in the Agreement and ten (10) sets of full-scale Drawings.
Additional quantities of the Contract Documents will be furnished at reproduction cost.
2.3 COMMENCEMENT OF CONTRACT TIME; NOTICE TO PROCEED - The Contract Time will start to run on the commencement date stated in the Notice to Proceed.
2.4 STARTING THE WORK - CONTRACTOR shall begin to perform the WORK within ten (10) Days after the commencement date stated in the Notice to Proceed, but no work shall be done at the site prior to said commencement date. In addition, any requirements in the Supplemental General Conditions must be satisfied.
2.5 CONTRACTOR MUST STUDY CONTRACT DOCUMENTS - Before undertaking each part of the WORK, CONTRACTOR shall carefully study and compare the Contract Documents and check and verify pertinent figures shown thereon and all applicable field measurements.
CONTRACTOR shall promptly report in writing to OWNER any conflict, error or discrepancy which CONTRACTOR may discover and shall obtain a written interpretation or clarification from OWNER before proceeding with any work affected thereby.
2.6 PRELIMINARY SUBMITTALS - Preliminary submittals shall be provided to OWNER in accordance with Division 1 requirements.
2.7 PRECONSTRUCTION CONFERENCE - CONTRACTOR is required to attend a preconstruction conference. This conference will be attended by OWNER and others as appropriate in order to discuss the WORK in accordance with the applicable procedures specified in the General Requirements.
CONTRACTOR is required to schedule and attend a preconstruction conference with the Imperial Irrigation District (“IID”) prior to the construction or demolition of any electrical improvements.
2.8 SUBCONTRACTOR MOBILIZATION MEETING - Prior to the start of each major Subcontractor’s site work, CONTRACTOR, the involved Subcontractor and OWNER shall attend a pre-start meeting to discuss the schedule, coordination, procedures and other administrative issues.
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Packet Pg. 105 Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
COMMERCIAL AVE. IMPROVEMENTS PROJECT GC 9
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2.9 CONTRACTOR DUTY TO ADVISE OWNER OF KNOWN OR DISCOVERED PROBLEMS - CONTRACTOR is reminded of his obligation to advise OWNER of any errors and/or omissions in the Contract Documents, or changes to thereof, which CONTRACTOR may be aware through special knowledge or discovered during the Bid process.
ARTICLE 3 -- CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE
3.1 INTENT - The Contract Documents comprise the entire agreement between OWNER and CONTRACTOR concerning the WORK. The Contract Documents are complementary; what is called for by one is as binding as if called for by all. The Contract Documents will be construed in accordance with the law of the place of the WORK.
3.2 INTENT OF WORK TO BE FUNCTIONALLY COMPLETE
3.2.1 Work to be Complete - It is the intent of the Contract Documents to describe the WORK to be constructed in accordance with the Contract Documents. Any work, materials or equipment that may reasonably be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result shall be supplied whether or not specifically called for or identified in the Contract Documents. When words or phrases which have a wellknown technical or construction industry or trade meaning are used to describe work, materials or equipment, such words or phrases shall be interpreted in accordance with that meaning unless a definition has been provided in Article 1 of the General Conditions.
3.2.2 Necessary Utilities - If utilities to equipment/fixtures are not shown but are necessary to operate the equipment/fixtures, the utilities service installation is considered to be part of the WORK. The implied WORK will conform to the appropriate sections of the technical Specifications.
3.3 CLARIFICATIONS AND INTERPRETATIONS OF THE CONTRACT DOCUMENTS
3.3.1 Referenced Standards - 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 or laws or regulations in effect at the time of opening of Bids, except as may be otherwise specifically stated. However, no provision of any referenced standard specification, manual or code shall be effective to change the duties and responsibilities of OWNER, CONTRACTOR or OWNER or any of their consultants, agents or employees from those set forth in the Contract Documents.
3.3.2 Discovery of Problem Notice - If, during the performance of the WORK, CONTRACTOR discovers any conflict, error, ambiguity or discrepancy with the WORK within the Contract Documents or between the Contract Documents and any provision of any such Laws and Regulations applicable to the performance of the WORK or of any such standard, specification, manual or code or of any instruction of any Supplier, CONTRACTOR shall report it to OWNER in writing within seven (7) calendar Days of discovery. CONTRACTOR shall not proceed with
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Packet Pg. 106 Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
COMMERCIAL AVE. IMPROVEMENTS PROJECT GC 10
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the WORK affected thereby, except in an emergency, unless directed by OWNER. Any WORK performed by CONTRACTOR that is not directed by OWNER shall be at its own risk.
3.3.3 Order of Precedence of Contract Documents - In resolving conflicts resulting from errors or discrepancies in any of the Contract Documents, the order of precedence shall be as follows:
3.3.3.1 Permits from other agencies as may be required by law.
3.3.3.2 Change Orders
3.3.3.3 Agreement
3.3.3.4 Addenda
3.3.3.5 CONTRACTOR’s Bid (Bid Form)
3.3.3.6 Notice Inviting Bids
3.3.3.7 Instructions to Bidders
3.3.3.8 Supplementary General Conditions
3.3.3.9 General Conditions
3.3.3.10 SPECIAL PROVISIONS
3.3.3.11 Drawings
3.3.3.12 Referenced Standard Specifications
3.3.4 Order of Precedence of the Drawings - With reference to the Drawings the order of precedence is as follows:
3.3.4.1 Figures govern over scaled dimensions
3.3.4.2 Detail drawings govern over general drawings
3.3.4.3 Addenda/Change Order drawings govern over Contract Drawings
3.3.4.4 Contract Drawings govern over standard drawings
3.4 AMENDING AND SUPPLEMENTING CONTRACT DOCUMENTS
3.4.1 Amending Contract Documents - The Contract Documents may be amended to provide for additions, deletions and revisions in the WORK or to modify the terms and conditions thereof by a Change Order pursuant to Article 10.
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Packet Pg. 107 Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
COMMERCIAL AVE. IMPROVEMENTS PROJECT GC 11
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3.4.2 Supplementing Contract Documents - The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the WORK may be authorized, by:
3.4.2.1 - A OWNER Order issued by OWNER.
3.4.2.2 - OWNER’s approval of a Shop Drawing or Sample pursuant to Article 6
3.4.2.3 - OWNER’s written interpretation or clarification
3.5 REUSE OF DOCUMENTS - Neither CONTRACTOR, nor any Subcontractor or Supplier, nor any other person or organization performing any of the WORK under a contract with OWNER shall have or acquire any title to or ownership rights in any of the Drawings, technical Specifications or other documents used on the WORK, and they shall not reuse any of them on the extensions of the Project or any other project without written consent of OWNER.
ARTICLE 4 -- AVAILABILITY OF LANDS; PHYSICAL CONDITIONS; REFERENCE POINTS
4.1 AVAILABILITY OF LANDS - OWNER shall furnish, as indicated in the Contract Documents, the lands upon which the WORK is to be performed, rights-of-way and easements for access thereto, and such other lands which are designated for the use of CONTRACTOR.
Easements for permanent structures or permanent changes in existing facilities will be obtained and paid for by OWNER, unless otherwise provided in the Contract Documents. Nothing contained in the Contract Documents shall be interpreted as giving CONTRACTOR exclusive occupancy of the lands or rights-of-way provided. CONTRACTOR shall provide, at no additional cost, for all additional lands and access thereto that may be required for temporary construction facilities, borrow areas, waste disposal areas or storage of materials and equipment; provided that CONTRACTOR shall not enter upon nor use any property not under the control of OWNER until a written temporary construction easement agreement has been executed by CONTRACTOR and the property owner, and a copy of said easement furnished to OWNER prior to said use; and, neither OWNER nor OWNER shall be liable for any claims or damages resulting from CONTRACTOR’s unauthorized trespass or authorized use of any such properties.
4.2 PHYSICAL SITE CONDITIONS
4.2.1 Reports and Drawings - Reference is made to the Supplementary General Conditions for identification of:
4.2.1.1 Subsurface Condition Reports - Those reports of explorations and tests of subsurface conditions at or contiguous to the site that have been utilized by OWNER in preparing the Contract Documents; and
4.2.1.2 Drawings of Existing Structures - Reference is made to the Supplementary General Conditions for identification of those drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Utilities referred to in section 4.4 of Article
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Packet Pg. 108 Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
COMMERCIAL AVE. IMPROVEMENTS PROJECT GC 12
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4 herein) which are at or contiguous to the site that have been utilized in the preparation of the Contract Documents.
4.2.2 Limited Reliance By CONTRACTOR On The Technical Data - CONTRACTOR may rely upon the accuracy of the technical data contained in such drawings or reports, however, nontechnical data, interpretations and opinions contained in such drawings or reports are not to be relied on by CONTRACTOR. CONTRACTOR may not rely upon or make any claims against OWNER, OWNER or OWNER with respect to:
4.2.2.1 the completeness of such reports and drawings for CONTRACTOR’s purposes, including, but not limited to, any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by CONTRACTOR and Safety precautions and programs incident thereto, or
4.2.2.2 other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings, or
4.2.2.3 any CONTRACTOR interpretation of or conclusion drawn from any technical data or any such data, interpretations, opinions or information.
4.3 DIFFERING SITE CONDITIONS - If CONTRACTOR believes that any subsurface or physical condition at or contiguous to the site that is uncovered or revealed either:
4.3.1 is of such a nature as to establish that any technical data on which CONTRACTOR is entitled to rely as provided in paragraphs 4.2.1 is materially inaccurate, or
4.3.2 is of such a nature as to require a change in the Contract Documents, or
4.3.3 differs materially from that shown or indicated in the Contract Documents, or
4.3.4 is of an unusual nature and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents, CONTRACTOR shall immediately report it to OWNER then CONTRACTOR shall, promptly after becoming aware thereof and before further disturbing conditions thereby or performing any work in connection therewith (except in an emergency as permitted by paragraph 6.23), notify OWNER and OWNER in writing about such condition. CONTRACTOR shall not further disturb such conditions or perform any work in connection therewith (except as aforesaid) until receipt of written order to do so.
4.3.5 OWNER Responsibility - OWNER shall promptly investigate the conditions, and if it finds that the conditions do materially so differ and cause a decrease or increase in CONTRACTOR’s cost of, or the time required for, performance of any part of the WORK, OWNER shall issue a Change Order under the procedures described in Article 10. If OWNER determines that there is no bona fide work scope change or is a minor change which does not impact time or cost, OWNER shall notify CONTRACTOR of this finding within thirty (30) Days.
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Packet Pg. 109 Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
COMMERCIAL AVE. IMPROVEMENTS PROJECT GC 13
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4.3.6 Disputed Work – If CONTRACTOR and OWNER are unable to reach agreement on Disputed Work, OWNER may direct CONTRACTOR to proceed with the WORK. Payment shall be as later directed by mediation or arbitration, if OWNER and CONTRACTOR agree thereto, or as fixed in a court of law.
Although not to be construed as proceeding under extra work provisions, CONTRACTOR shall keep and furnish records of Disputed Work in accordance with 11.3.
4.3.7 Disallowance of Entitlement - CONTRACTOR shall not be entitled to any adjustment in the Contract Price or Contract Time or will be deemed to have waived his right to such a claim if:
4.3.7.1 CONTRACTOR knew of the existence of such conditions at the time CONTRACTOR made a final commitment to OWNER in respect of Contract Price and Contract Time by the submission of a Bid or becoming bound under the Agreement; or
4.3.7.2 the existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation of the site and contiguous areas suggested or required by the Bidding Documents: or
4.3.7.3 CONTRACTOR failed to give the written notice within the time and as required by Article
3.3.2. 4.4 UNDERGROUND UTILITIES
4.4.1 Utilities Indicated - The information and data indicated in the Contract Documents with respect to existing Underground Utilities at or contiguous to the site are based on information and data furnished to OWNER or OWNER by the owners of such Underground Utilities or by others.
Unless it is expressly provided in the Supplementary General Conditions and/or the General Conditions, OWNER and OWNER shall not be responsible for the accuracy or completeness of any such information or data, and CONTRACTOR shall have full responsibility for reviewing and checking all such information and data, for locating all Underground Utilities indicated in the Contract Documents, for coordination of the WORK with the owners of such Underground Utilities during construction, for the Safety and protection thereof and repairing any damage thereto resulting from the WORK, the cost of which will be considered as having been included in the Contract Price.
4.4.2 Utilities Not Indicated - If Underground Utilities are uncovered or revealed at or contiguous to the site which was not indicated in the Contract Documents and which CONTRACTOR could not reasonably have been expected to be aware of, CONTRACTOR shall identify the owner of such Underground Utilities and give written notice thereof to that owner and shall notify OWNER in accordance with the requirements of the General Conditions and General Requirements.
4.4.3 Action Prior To Starting Work - As provided in section 4216 of the California Government Code, at least two (2) working Days prior to commencing any excavation, CONTRACTOR shall contact the regional notification center (Underground Service Alert of Southern California) and obtain an inquiry identification number.
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Packet Pg. 110 Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
COMMERCIAL AVE. IMPROVEMENTS PROJECT GC 14
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4.4.4 Locate Utilities - CONTRACTOR shall determine the location and depth of all utilities, including service connections, which have been marked by the respective owners and which may affect or be affected by its operations. Full compensation for such work shall be considered as included in CONTRACTOR’s Bid price.
4.4.5 Protection Of Utilities - CONTRACTOR shall not interrupt the service function or disturb the support of any utility, without authority from OWNER or order from the utility owner. All valves, switches, vaults and meters shall be maintained readily accessible for emergency shutoff.
Where protection is required to ensure support of utilities located as shown on the Plans, CONTRACTOR shall, unless otherwise provided, furnish and place the necessary protection at its expense.
4.4.6 Notification Requirements If Utility Disturbed - CONTRACTOR shall immediately notify OWNER and utility owner if any utility is disturbed or damaged. CONTRACTOR shall bear the costs of repair or replacement of any utility damaged by CONTRACTOR.
4.4.7 Removal Of Abandoned Utilities - Unless otherwise specified, CONTRACTOR shall remove all interfering portions of utilities shown on the Plans or indicated in the Bidding Documents as abandoned. Before starting removal operations, CONTRACTOR shall ascertain from the Utility Owner whether the abandonment is complete. The costs involved in the removal and disposal shall be included in the price for the item of work necessitating such removals.
4.4.8 Relocation Of Utilities
4.4.8.1 When the Plans or Specifications provide for CONTRACTOR to alter, relocate or reconstruct a utility, all costs for such work shall be included in the Bid.
4.4.8.2 Temporary or permanent relocation or alteration of indicated utilities requested by CONTRACTOR for its convenience shall be its responsibility, and CONTRACTOR shall make all arrangements and bear all costs.
4.4.8.3 After award of the Agreement, portions of utilities not indicated in the Contract Documents which are found to interfere with the WORK may be relocated, altered or reconstructed by the utility owner, or OWNER may order changes in the WORK to avoid interference. Such changes will be paid for in accordance with Article 10.
4.4.9 Delays
4.4.9.1 CONTRACTOR shall immediately notify in writing the utility owner and OWNER of its construction schedule and any subsequent changes in the construction schedule which will affect the time available for protection, removal or relocation of utilities.
4.4.9.2 CONTRACTOR will not be entitled to damages or additional payment for delays attributable to utility relocations or alterations if correctly located, as noted in the Contract Documents.
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Packet Pg. 111 Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City of El Centro
COMMERCIAL AVE. IMPROVEMENTS PROJECT GC 15
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4.4.9.3 CONTRACTOR may be given a no cost extension of time for unforeseen delays attributable to unreasonably protracted interferences by others in the relocation of utilities.
4.4.10 Access to the WORK - When necessary, CONTRACTOR shall so conduct its operations as to permit access to the WORK site and provide time for utility work to be accomplished during normal work hours during the progress of the WORK.
4.5 REFERENCE POINTS
4.5.1 Bench Mark - The CONSTRUCTION MANAGER will provide one (1) benchmark, near or on the site of the WORK, and will provide two (2) points near or on the site to establish a base line for use by CONTRACTOR for alignment control. Unless otherwise specified in the General Requirements, CONTRACTOR shall furnish all other lines, grades and benchmarks required for proper execution of the WORK.
4.5.2 Protection of Bench Marks - CONTRACTOR shall preserve all bench marks, stakes and other survey marks, and in case of their removal or destruction by any party, CONTRACTOR shall be responsible for the accurate replacement of such reference points by personnel qualified under Division 3, Chapter 15 of the California Business and Professions Code. CONTRACTOR shall report to OWNER whenever a reference point is lost, destroyed or requires relocation.
4.6 ASBESTOS, PCBS, PETROLEUM, HAZARDOUS WASTE OR RADIOACTIVE
MATERIAL
4.6.1 OWNER Responsibility - OWNER shall be responsible for any hazardous material which includes hazardous substances and hazardous waste as defined by sections 25316 and 25117 of the Health and Safety Code, uncovered or revealed at the site which was not identified in the Contract Documents to be within the scope of the WORK. OWNER shall not be responsible for any such materials brought to the site by CONTRACTOR, Subcontractors, Suppliers or anyone else for whom CONTRACTOR is responsible.
4.6.2 CONTRACTOR’s Responsibility - When such hazardous material is encountered, CONTRACTOR shall immediately stop all work in connection with such hazardous condition in any area affected thereby (except in an emergency as required by Article 6) and notify OWNER and OWNER in writing. OWNER shall promptly evaluate such hazardous condition and take corrective action. CONTRACTOR shall not be required to resume work in any such affected area until after OWNER has delivered to CONTRACTOR written notice specifying that such condition and any affected area has been rendered safe for the re-assumption of work, or specifying any special conditions under which such work may be resumed safely.
4.6.3 Dispute - If, after receipt of such special written notice, CONTRACTOR does not agree to resume work based on a reasonable belief it is unsafe, or does not agree to resume work under such special conditions, then OWNER may order such portion of the work that is in connection with such hazardous condition or in such affected area to be deleted from the WORK. OWNER may have such deleted portion of the work performed by OWNER’s own forces or others in
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accordance with Article 7. If OWNER and CONTRACTOR cannot agree as to entitlement to or the amount or extent of an adjustment, if any, in Contract Price or Contract Time as a result of work stoppage or of deleting such portion of the WORK, then either party may make a Claim as provided in Article 16.
4.6.4 NOT USED
ARTICLE 5 -- BONDS AND INSURANCE
5.1 PERFORMANCE, PAYMENT AND OTHER BONDS
5.1.1 Bond Requirement - CONTRACTOR shall furnish Performance and Payment Bonds, each in the amount set forth in the Supplementary General Conditions as security for the faithful performance and payment of all CONTRACTOR’s obligations under the Contract Documents.
These Bonds shall remain in effect at least until one (1) year after the filing date of Notice of Completion, except as otherwise provided by law or regulation or by the Contract Documents.
CONTRACTOR shall also furnish such other Bonds as are required by the Supplementary General Conditions.
5.1.2 Licensed Surety - All Bonds shall be in the form prescribed by the Contract Documents and by such sureties which are admitted insurers in the State of California and are subject to regulation by the Department of Insurance, and which also satisfy the requirements stated in section 995.660 of the Code of Civil Procedure, except as provided otherwise by Laws or Regulations. All Bonds signed by an agent must be accompanied by a certified copy of such agent’s authority to act. Surety companies must be duly licensed or authorized in the jurisdiction in which the Project is located to issue Bonds for the limits so required. Such surety companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary General Conditions.
5.1.3 Bankrupt or Insolvent Surety - If the surety on any Bond furnished by CONTRACTOR is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the WORK is located, CONTRACTOR shall within seven (7) Days thereafter substitute another Bond and Surety, which must be acceptable to OWNER per paragraph 5.1.1 and
5.1.2 above.
5.2 NOT USED
ARTICLE 6 -- CONTRACTOR’S RESPONSIBILITIES
6.1. Responsibility Of CONTRACTOR To Perform - Unless otherwise specified in the Contract Documents, CONTRACTOR shall furnish and assume full responsibility for all materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities and all other facilities and incidentals necessary for the furnishing, performance, testing, start-up and completion of the
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WORK. Such support that may need to be provided after normal working hours will be provided by CONTRACTOR at its expense.
6.2 Labor, Materials and Equipment All materials and equipment to be incorporated into the WORK shall be of good quality and new, except as otherwise provided in the Contract Documents.
All warranties and guarantees specifically called for by the Specifications shall expressly run to the benefit of OWNER. If required by OWNER, CONTRACTOR shall furnish satisfactory evidence (including reports of required tests) as to the kind and quality of materials and equipment.
All materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with the instructions of the applicable Supplier except as otherwise provided in the Contract Documents; but no provisions of any such instructions will be effective to assign to OWNER, any duty or authority to supervise or direct the furnishing or performance of the WORK.
6.2.1 The completed work shall include all necessary permanent Safety devices, such as machinery guards, emergency stops and similar Safety items required by OSHA, Cal-OSHA and other Federal, State and local health and Safety regulations. In addition, all equipment, products, components and/or package systems shall be designed, fabricated and installed in compliance with Seismic Zone 4 structural criteria. Further, any features of the work (including OWNER-selected equipment) subject to such Safety regulations and structural criteria shall be fabricated, furnished and installed in compliance with Seismic Zone 4 structural criteria. CONTRACTOR shall include provisions of this Article in his agreements with Subcontractors, Suppliers and manufacturers of equipment and/or products.
In selecting and/or accepting equipment and/or products for installation in the WORK, OWNER, OWNER and OWNER assume no responsibility for the injury, property damage or any other damages or claims resulting from failure of the equipment, products, components and/or package systems to comply with applicable Safety Codes or requirements, or the Safety requirements of a recognized agency, or failure due to manufacturer’s faulty design concepts, or Defective Work and materials. CONTRACTOR shall defend, indemnify and hold OWNER, OWNER and OWNER harmless against any and all liability, claims, suits, damages, costs or expenses caused or claimed to be caused in whole or in part by the negligence or willful misconduct of the construction CONTRACTOR connected with the WORK. However, this indemnity will not extend to any loss, damage or expense caused by the established sole gross negligence or willful misconduct of OWNER or OWNER’s Agents, servants or independent contractors.
6.3 SUPERVISION, SUPERINTENDENCE AND QUALITY - CONTRACTOR shall supervise, inspect and direct the WORK competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the WORK in accordance with the Contract Documents. CONTRACTOR shall be solely responsible for the means, methods, techniques, sequences and procedures of construction and Safety precautions and programs incidental thereto. CONTRACTOR shall be responsible to see that the completed WORK complies accurately with the Contract Documents. CONTRACTOR is solely responsible for the quality of the WORK.
6.4 SUPERINTENDENT
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6.4.1 Written Designation of Superintendent - CONTRACTOR shall designate in writing and keep on the work site at all times during its progress a technically qualified, English-speaking superintendent and an alternate who are employees of CONTRACTOR and who shall not be replaced without written notice to OWNER and OWNER. The superintendent will be CONTRACTOR’s representative at the site and shall have authority to act on behalf of CONTRACTOR. All communications given to the superintendent shall be as binding as if given to CONTRACTOR. CONTRACTOR shall issue all its communications to OWNER and OWNER through OWNER.
6.4.2 Superintendent’s Presence at Site - CONTRACTOR’s superintendent or alternate shall be present at the site of the WORK at all times while work is in progress, and shall be available by phone for emergencies twenty-four (24) hours per Day, seven (7) Days per week. Failure to observe this requirement shall be considered suspension of the WORK by CONTRACTOR until such time as such the superintendent is again present at the site.
6.4.3 Removal of Superintendent - Upon written notice, OWNER may require replacement and removal from the WORK of CONTRACTOR’s superintendent with cause, in which case CONTRACTOR shall submit a replacement superintendent subject to approval by OWNER, at no increase in Contract Price or Contract Time. Repeated Safety violation on the job site will be sufficient grounds for directing such replacement.
6.5 LABOR - CONTRACTOR shall provide competent, suitably-qualified personnel to survey and lay out the WORK and perform construction as required by the Contract Documents. Any person employed who is found to be incompetent, intemperate, troublesome, disorderly or otherwise objectionable, or who fails or refuses to perform work properly, acceptably and safely, shall be immediately removed from the WORK by CONTRACTOR and not be reemployed on the WORK. CONTRACTOR shall furnish, erect, maintain and remove the construction plant and any temporary works as may be required. CONTRACTOR shall at all times maintain good discipline and order at the site and will not permit the use or consumption of drugs (illegal substances) or alcoholic beverages at the site.
6.5.1 No Additional Compensation for Overtime - Except as otherwise provided in this Article, CONTRACTOR shall receive no additional compensation for overtime work, (i.e., work in excess of eight (8) hours in any one (1) calendar Day or forty (40) hours in any one (1) calendar week) even though such overtime work may be required under emergency conditions and may be ordered by OWNER in writing. Additional compensation will be paid CONTRACTOR for overtime work only in the event extra work is ordered by OWNER, and the Change Order specifically authorizes the use of overtime work and then only to such extent as overtime wages are regularly being paid by CONTRACTOR for overtime work of a similar nature in the same locality.
6.5.2 Approval Required to Work Outside Normal Work Hours - Except in connection with the Safety or protection of persons or the WORK or property at the site or adjacent thereto, and except as otherwise indicated in the Contract Documents, all work at the site shall be performed during normal working hours, and CONTRACTOR will not permit overtime work or the performance of work on Saturday, Sunday or any holiday observed by OWNER without
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OWNER’s written consent. CONTRACTOR shall apply for this consent through OWNER.
OWNER has to approve CONTRACTOR working Holidays, weekends or overtime.
CONTRACTOR will be responsible for reimbursing OWNER for all cost to provide inspection services required to monitor WORK outside of normal working hours. CONTRACTOR will be charged for this actually incurred direct hourly cost plus OWNER-approved overhead cost plus OWNER-approved profit, and a deductive Change Order will be issued to cover this expense.
6.5.3 SUBCONTRACT LIMITATIONS - CONTRACTOR shall perform not less than twenty (20) percent of the WORK with its own forces without subcontracting. This requirement refers to the WORK whose value will not be less than twenty (20) percent of the Contract Price.
6.6 PROGRESS SCHEDULE - CONTRACTOR shall adhere to the progress schedule established in accordance with the General Requirements as it may be adjusted from time to time as provided below:
6.6.1 Non Impacting Adjustments - CONTRACTOR shall submit to OWNER for acceptance proposed adjustments in the progress schedule that will not change the Contract Time (or Milestones). Such adjustments will conform generally to the progress schedule then in effect and additionally will comply with any provisions of the General Requirements applicable thereto.
6.6.2 Revisions To Milestones - Proposed revisions in the progress schedule that will change the Contract Times (or Milestones) shall be submitted in accordance with the requirements of Article
12. Such adjustments may only be made by a Change Order in accordance with Article 12 of the General Conditions.
6.7 SUBSTITUTES OR “OR-EQUAL” ITEMS - Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent or “or-equal” item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be submitted to OWNER for review under the circumstances described below.
6.7.1 “Or-Equal” Items: If in OWNER’s sole discretion an item of material or equipment proposed by CONTRACTOR is functionally equal to that named and sufficiently similar so that no change in the WORK will be required, it may be considered by OWNER as an “or-equal” item, in which case review and approval of the proposed item may, in OWNER’s sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. A proposed item of material or equipment will be considered functionally equal to an item so named if:
a. in the exercise of reasonable judgment OWNER determines that:
i. it is at least equal in materials of construction, quality, durability, appearance, strength and design characteristics;
ii. it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the WORK as a functioning whole;
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iii. it has a proven record of performance and availability of responsive service; and
b. CONTRACTOR certifies that, if approved and incorporated into the WORK:
i. there will be no increase in cost to OWNER or increase in Contract Time, and
ii. it will conform substantially to the detailed requirements of the item named in the Contract Documents.
6.7.2 Substitute Items
a. If in CONTRACT MANAGER’s sole discretion an item of material or equipment proposed by CONTRACTOR does not qualify as an “or-equal,” it will be considered a proposed substitute item.
b. CONTRACTOR shall submit sufficient information as provided below to allow CONTRACT MANAGER to determine that the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefore. Requests for review of proposed substitute items of material or equipment will not be accepted by CONTRACT MANAGER from anyone other than CONTRACTOR.
c. The procedure requirements for review by CONTRACT MANAGER will be as set forth in Paragraph 6.7.2.d, and as CONTRACT MANAGER may decide is appropriate under the circumstances.
d. CONTRACTOR shall make written application to CONTRACT MANAGER for review of a proposed substitute item of material or equipment that CONTRACTOR seeks to furnish or use. The application:
i. shall certify that the proposed substitute item will:
1. perform adequately the functions and achieve the results called for by the general design,
2. be similar in substance to that specified, and
3. be suited to the same use as that specified;
ii. will state:
1. the extent, if any, to which the use of the proposed substitute item will prejudice CONTRACTOR’s achievement of Substantial
Completion on time;
2. whether or not use of the proposed substitute item in the WORK will require a change in any of the Contract Documents (or in the provisions of any other direct contract with OWNER for other work on the Project) to adapt the design to the proposed substitute item; and
3. whether or not incorporation or use of the proposed substitute item in connection with the WORK is subject to payment of any license fee or royalty;
iii. will identify:
1. all variations of the proposed substitute item from that specified, and
2. available engineering, sales, maintenance, repair and replacement services;
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iv. and shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and claims of other contractors affected by any resulting change.
6.7.3 Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence or procedure of construction is expressly required by the Contract Documents, CONTRACTOR may furnish or utilize a substitute means, method, technique, sequence or procedure of construction approved by CONTRACT MANAGER. CONTRACTOR shall submit sufficient information to allow CONTRACT MANAGER, in CONTRACT MANAGER’s sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. The requirements for review by CONTRACT MANAGER will be similar to those provided in Paragraph 6.7.2.d.
6.7.4 Contract Manager’s Evaluation: CONTRACT MANAGER will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs
6.7.2.d and 6.7.3. CONTRACT MANAGER may require CONTRACTOR to furnish additional data about the proposed substitute item. CONTRACT MANAGER will be the sole judge of acceptability. No “or equal” or substitute will be ordered, installed or utilized until CONTRACT MANAGER’s review is complete, which will be evidenced by either a Change Order for a substitute or an approved Shop Drawing for an “or equal.” CONTRACT MANAGER will advise CONTRACTOR in writing of any negative determination.
6.7.5 Special Guarantee: OWNER may require CONTRACTOR to furnish at CONTRACTOR’s expense a special performance guarantee or other surety with respect to any substitute.
6.7.6 Contract Manager’s Cost Reimbursement: CONTRACT MANAGER will record CONTRACT MANAGER’s costs in evaluating a substitute proposed or submitted by CONTRACTOR pursuant to Paragraphs 6.7.2.d and 6.7.3. Whether or not CONTRACT MANAGER approves a substitute item so proposed or submitted by CONTRACTOR, CONTRACTOR shall reimburse OWNER for the charges of CONTRACT MANAGER for evaluating each such proposed substitute. CONTRACTOR shall also reimburse OWNER for the charges of CONTRACT MANAGER for making changes in the Contract Documents (or in the provisions of any other direct contract with OWNER) resulting from the acceptance of each proposed substitute.
6.7.7 CONTRACTOR’s Expense: CONTRACTOR shall provide all data in support of any proposed substitute or “or-equal” at CONTRACTOR’s expense
6.8 PROJECT SITE COORDINATION
6.8.1 Work By Others - CONTRACTOR shall be responsible for ascertaining the nature and extent of any simultaneous, collateral and essential work by others as described in the General Requirements.
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CONTRACTOR shall provide staging areas and include work windows for work by others into the overall construction schedule. No additional working days will be allowed for CONTRACTOR’s failure to coordinate work by others.
6.8.2 Coordination Of Work - OWNER, CONTRACTOR and each of such workers, contractors and others shall cooperate to minimize interference.
6.8.3 Cost Of Coordination - CONTRACTOR shall include in its Bid all costs involved as a result of coordinating its WORK with others. CONTRACTOR will not be entitled to additional compensation from OWNER for damages resulting from such simultaneous, collateral and essential work. CONTRACTOR’s sole and exclusive remedy as a third party beneficiary to other prime contracts for damages caused by another contractor will be a direct action against the separate contractor. If necessary to avoid or minimize such damage or delay, CONTRACTOR shall redeploy its work force to other parts of the WORK.
6.8.4 Obligation to Provide Access - CONTRACTOR shall afford each other contractor who is a party to such a direct contract and each utility owner (or OWNER, if OWNER is performing the additional work with OWNER’s employees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such work, and shall properly connect and coordinate work performed by others with their WORK as described in these Contract Documents.
6.8.5 CONTRACTOR shall do all cutting, fitting and patching of the WORK that may be required to make its several parts come together properly and integrate with such other work.
6.8.6 CONTRACTOR shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of OWNER and the others whose work will be affected.
6.9 COORDINATION WITH SUBCONTRACTORS AND SUPPLIERS
6.9.1 CONTRACTOR shall be solely responsible for scheduling and coordinating the WORK of Subcontractors, Suppliers and other persons and organizations performing or furnishing any of the WORK under a direct or indirect contract with CONTRACTOR. CONTRACTOR shall require all Subcontractors, Suppliers and such other persons and organizations performing or furnishing any of the WORK to communicate with OWNER through CONTRACTOR. All WPRL performed by a Subcontractor or Supplier will be pursuant to an appropriate agreement between CONTRACTOR and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents.
6.9.2 Subcontractor has no contractual relationship with OWNER. Nothing contained in this Article shall create any contractual relationship between any Subcontractor and OWNER or OWNER, nor relieve CONTRACTOR of any liability or obligation under the Agreement.
CONTRACTOR shall include these General Conditions and the Supplementary General Conditions as a part of all its subcontract agreements.
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6.9.3 DIVISION OF WORK - The divisions and sections of the Specifications and the identifications of any Drawings shall not control CONTRACTOR in dividing the WORK among Subcontractors or Suppliers or delineating the WORK to be performed by any specific trade.
6.10 PATENT FEES AND ROYALTIES - CONTRACTOR shall pay all license fees and royalties and assume all costs incident to the use in the performance of the WORK or the incorporation in the WORK of any invention, design, process, product or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product or device is specified in the Contract Documents for use in the performance of the WORK and if to the actual knowledge of OWNER, or OWNER, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by OWNER in the Contract Documents.
6.11 PERMITS - Unless otherwise provided in the Supplementary General Conditions, CONTRACTOR shall obtain and pay for all construction permits and licenses from the agencies having jurisdiction, including the furnishing of insurance and Bonds if required by such agencies.
The enforcement of such requirements under this Agreement shall not be made the basis for claims for additional compensation. OWNER shall assist CONTRACTOR, only when necessary, in obtaining such permits and licenses. CONTRACTOR shall pay all governmental charges and inspection fees necessary for the prosecution of the WORK, which are applicable at the time of opening of Bids. CONTRACTOR shall pay all charges of utility owners for connections to the WORK.
6.12 LAWS AND REGULATIONS - CONTRACTOR shall observe and comply with all Federal, State and local laws, ordinances, Codes, orders and regulations which in any manner affect those engaged or employed on the WORK, the materials used in the WORK or the conduct of the WORK. If any discrepancy or inconsistency should be discovered in this Agreement in relation to any such law, ordinance, code, order or regulation, CONTRACTOR shall immediately report the same in writing to OWNER.
6.13 TAXES - CONTRACTOR shall pay all sales, consumer, use and other similar taxes required to be paid in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the WORK. OWNER is not exempt from sales tax.
6.14 Intentionally Omitted.
6.15 USE OF PREMISES
6.15.1 General - CONTRACTOR shall confine construction equipment, the storage of materials and equipment and the operations of workers to the Project site, the land and areas identified in and permitted by the Contract Documents and the other land and areas permitted by Laws and Regulations, rights-of-way, permits and easements as approved by OWNER. CONTRACTOR shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof or of any land or areas contiguous thereto, resulting from the performance of the WORK. Should any claim be made against OWNER or OWNER by any such owner or occupant
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because of the performance of the WORK, CONTRACTOR shall promptly attempt to settle with such other party by agreement or otherwise resolve the claim through litigation.
6.16 PROJECT SITE MAINTENANCE AND INTERFERENCE WITH ADJACENT
PROPERTY
6.16.1 Cost of General Requirements in Contract Price - CONTRACTOR is obligated to comply with the General Requirements. All costs associated with this compliance are to be included in the basic Contract Price.
6.16.2 Vehicle Load Limits - When materials are transported in prosecuting the WORK, vehicles shall not be loaded beyond the loading capacity recommended by the manufacturer of the vehicle or prescribed by law or regulation. When it is necessary to cross curbs, sidewalks or drainage facilities CONTRACTOR shall protect them from damage.
6.16.3 Work Outside The Agreement Limits - Despite the designation of Contract Documents or the indication of temporary fences or barricades, the provisions of the Contract Documents governing certain portions of the WORK may require that certain operations be carried out beyond such limits. In those cases, trenching, utility work, site development and landscaping shall be scheduled so as to occasion a minimum of inconvenience or disturbance to or interference with the normal operation of the owner, abutters and the public. CONTRACTOR shall obtain OWNER’s prior approval and all necessary approvals from other agencies, public entities or the government for such operations, and prosecute such operations expeditiously and restore the premises affected to their original condition immediately upon completion of such operations, unless otherwise specified in the Contract Documents. All existing walks, roadways, paved or landscaped areas on which temporary driveways or walks are rerouted shall be restored to their original condition, immediately upon completion of those phases of the WORK, unless otherwise specified in the Contract Documents. Pumping, draining and control of surface and ground water shall be carried out so as to avoid endangering the WORK or any adjacent facility or property, or interrupting, restricting or otherwise infringing or interfering with its use.
6.16.4 Responsibilities For Damage - All damage, injury or loss to any persons or property caused, directly or indirectly, in whole or in part, by CONTRACTOR, any Subcontractor, Supplier or any other person or organization directly or indirectly employed by any of them to perform or furnish any of the WORK or anyone for whose acts any of them may be liable, shall be remedied by CONTRACTOR (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of OWNER or OWNER or OWNER). CONTRACTOR’s duties and responsibilities for Safety and for protection of the WORK shall continue until such time as all the WORK is completed and OWNER has issued a notice to OWNER and CONTRACTOR in accordance with Article 14 that the WORK is complete.
6.17 CONTRACTOR’S DAILY REPORTS - CONTRACTOR shall complete a daily report indicating his total manpower for each construction trade, major equipment on site, each Subcontractor’s manpower, weather conditions and any other items required by OWNER. The daily report shall be completed on forms provided by OWNER and shall be submitted to OWNER by 9:00 a.m. the following work Day. The report should comment on the daily progress and status
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of the work within each major component of the WORK. These components will be determined by OWNER. Submitting acceptable daily reports as required is a precondition to approval of the monthly progress payment. However, these reports are not to be used to meet the notice requirements contained elsewhere in the General Conditions.
6.18 SAFETY
6.18.1 Safety Plan - CONTRACTOR will be required to comply with General Requirements provided by OWNER. CONTRACTOR shall submit a written Safety plan to OWNER prior to commencement of any work on site. CONTRACTOR shall be responsible for initiating, maintaining and supervising all Safety precautions and programs in connection with the WORK.
6.18.2 Safety Laws and Regulations - CONTRACTOR shall comply with all applicable Laws and Regulations of any public body having jurisdiction for the Safety of persons or property or to protect them from damage, injury or loss and shall erect and maintain all necessary safeguards for such Safety and protection. CONTRACTOR shall notify owners of adjacent property and of Underground Utilities when prosecution of the WORK may affect them and shall cooperate with them in the protection, removal, relocation and replacement of their property.
6.18.3 Safety Representative - CONTRACTOR shall designate a qualified and experienced Safety representative at the site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of Safety precautions and program. The Safety representative must meet the requirements stated in Supplemental General Conditions 6.18 “Safety.”
6.18.4 Safety Orders - CONTRACTOR shall have at the WORK site as applicable, copies or suitable extracts of: Construction Safety Orders, Tunnel Safety Orders and General Industry Safety Orders issued by the State Division of Industrial Safety. CONTRACTOR shall comply with provisions of these and all other applicable laws, ordinances and regulations.
6.18.5 Trench Shoring Plan - Before excavating any trench five (5) feet or more in depth, CONTRACTOR shall submit to OWNER a detailed plan showing the design of shoring, bracing, sloping or other provisions to be made for the workers’ protection from the hazard of caving ground during the excavation of such trench. If the plan varies from the shoring system standards, the plan shall be prepared by a California registered civil OWNER. No excavation shall start until OWNER has accepted the plan and CONTRACTOR has obtained a permit from the State Division of Industrial Safety. A copy of the permit shall be submitted to OWNER and posted at the site.
6.18.6 Use of Explosives - Explosives may be used only when authorized in writing by OWNER, or as otherwise stated in the Specifications. Explosives shall be handled, used and stored in accordance with all applicable regulations. OWNER’s approval of the use of explosives shall not relieve CONTRACTOR from liability for claims caused by blasting operations.
6.18.7 Hazardous Communication Program
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6.18.7.1 Notification to employees is required when materials that contain hazardous substances or mixtures are required on the WORK. A material safety data sheet as described in section 5194 of the California Code of Regulations shall be requested by CONTRACTOR from the manufacturer of any hazardous product used.
6.18.7.2 Material usage shall be accomplished with strict adherence to California Division of Industrial Safety requirements and all manufacturer’s warnings and application instructions listed on the material safety data sheet and on the product container label.
6.18.7.3 CONTRACTOR shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the site in accordance with laws or regulations, with copies to OWNER.
6.18.7.4 Unsafe Products - CONTRACTOR shall notify OWNER if it considers a specified or required product or its intended usage to be unsafe. This notification must be given to OWNER prior to the product being ordered, or if provided by some other party, prior to the product being used or incorporated in the WORK.
6.18.8 Safety Measures In Bid - Payment for performing all work necessary to provide Safety measures shall be included in the prices bid for other items of work except where separate bid items for excavation Safety are provided.
6.18.9 Safety Reporting
6.18.9.1 Weekly First Aid Logs - This log should be delivered to OWNER three (3) Days after the weekly reporting period.
6.18.9.2 Accident and Injury Reports - This report should be delivered within twenty-four (24) hours of the injury or accident.
6.18.10 OWNER Safety Deficiency Report - CONTRACTOR is required to respond to this report within two (2) working Days explaining his corrective action and proposed schedule for this action.
6.19 EMERGENCY - In emergencies affecting the Safety or protection of persons or the WORK or property at or adjacent to the site, CONTRACTOR, without special instruction or authorization from OWNER, is obligated to act to prevent threatened damage, injury or loss. CONTRACTOR shall give OWNER prompt written notice if CONTRACTOR believes that any significant changes in the WORK have resulted because of the action taken in response to an emergency. If it is determined by OWNER that a change is required, a change shall be authorized by Change Order.
6.20 SHOP DRAWINGS AND SAMPLES
6.20.1 After checking and verifying all field measurements and after complying with applicable procedures specified in the General Requirements, CONTRACTOR shall submit to OWNER for
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OWNER’s review all Shop Drawings in accordance with the accepted schedule of Shop Drawings Submittals specified in Bidding Documents section Bid Forms.
6.20.2 CONTRACTOR shall also submit to OWNER for review all Samples in accordance with the accepted schedule of sample Submittals specified in the General Requirements.
6.20.3 Before submittal of each Shop Drawing or Sample, CONTRACTOR shall have determined and verified all quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers and similar data with respect thereto and reviewed or coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the WORK and the Contract Documents.
6.20.4 CONTRACTOR shall, at his own expense, furnish for review, and obtain approval by the OWNER, three (3) copies each of detailed submittals for materials, installation drawings, and construction procedures for the following:
Any material which differ from that specified with a brand name on the Plans and in this Special Provisions
Public notification flyers
Traffic control plans
Portland cement concrete design mix
Conventional Asphalt mixes
Class II Base
Tack Coat Oil
Manhole Lid and/or material pertaining to the adjustment Valve Can, Lid and/or material pertaining to the adjustment Monument Well Can, Lid and/or material pertaining to the adjustment Monument Preservation Certificate (prior to any construction/demolition activities) Striping plans / Contractor notes
Striping Paint, Thermoplastic, reflective beads, pavement markers and other material pertaining to installation of new traffic striping
In addition, OWNER’s representative may, at his discretion, require shop drawings on other equipment or construction activities not included in the above list. OWNER’s representative shall have ten (10) working days to review and return the shop drawings to CONTRACTOR after receipt of said drawings.
6.21 SUBMITTAL ACCEPTANCE
6.21.1 OWNER Review Scope and Limitation - OWNER will review and approve Shop Drawings and Samples. OWNER’s review and approval will be only to determine if the items covered by the Submittals will, after installation or incorporation in the WORK, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. OWNER’s review and approval will not extend to means, methods, techniques, sequences or procedures of
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construction except where a particular means, method, technique, sequence or procedure of construction is specifically and expressly called for by the Contract Documents or to Safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. CONTRACTOR shall make corrections required by OWNER, and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval. CONTRACTOR shall direct specific attention in writing to revisions other than the corrections called for by OWNER on previous Submittals.
6.21.2 CONTRACTOR’s Responsibility Not Relieved By Approval - OWNER’s and OWNER’s review and approval of Shop Drawings or Samples shall not relieve CONTRACTOR from responsibility for any variation from the requirements of the Contract Documents unless CONTRACTOR has in writing called OWNER’s attention to each such variation at the time of submission and OWNER has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval by OWNER relieve CONTRACTOR from responsibility for complying with the requirements of Article 6.
6.22 COMPLIANCE WITH OWNER ADMINISTRATIVE PROCEDURES -
CONTRACTOR is required to comply with all OWNER administrative procedures including but not limited to daily reports, Requests for Proposal, Safety reporting, notice requirements, payment procedures, submittal processing, attendance at weekly and special meetings and others designated by OWNER.
6.23 ASSIGNMENT OF CONTRACT - CONTRACTOR shall not assign, sublet, sell, transfer or otherwise dispose of the Contract Documents or any portion thereof, or its right, title or interest therein, or obligations thereunder, without the written consent of OWNER except as imposed by law. If CONTRACTOR violates this provision, the Agreement may be terminated at the option of OWNER. In such event, OWNER shall be relieved of all liability and obligations to CONTRACTOR and to its assignee or transferee growing out of such termination.
6.24 CONTINUING THE WORK DURING DISPUTES
6.24.1 CONTRACTOR shall carry on the WORK and adhere to the progress schedule during all disputes or disagreements with OWNER over any WORK scope, price or time dispute. No work shall be delayed or postponed pending resolution of any disputes or disagreements, except as CONTRACTOR and OWNER may otherwise agree in writing.
6.24.2 If CONTRACTOR and OWNER are unable to reach agreement on Disputed Work, OWNER may direct CONTRACTOR to proceed with the WORK. Payment shall be as later determined by Article 16.
6.25 GENERAL WARRANTY AND GUARANTEE CONTRACTOR is responsible for providing warranty and guarantee in accordance with Article 13.
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6.26.11 Survival of Obligations - All representations, indemnifications, warranties and guarantees made in, required by or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive Final Payment, completion and acceptance of the WORK and termination or completion of the Agreement.
ARTICLE 7 -- WORK BY OTHERS AT THE SITE
7.1 OWNER’S RIGHT TO WORK AT SITE - OWNER may perform other work related to the Project at the site by OWNER’s own forces, have other work performed by utility owners, or let other direct contracts which may contain General Conditions similar to these. If the fact that such other work is to be performed was not noted in the Contract Documents, written notice thereof will be given to CONTRACTOR prior to starting any such other work.
7.2 CONTRACTOR REPORT ON DELAYS CAUSED BY OTHERS - If the proper execution or results of any part of CONTRACTOR’s work depends upon the work of any such other contractor or utility owner (or OWNER), CONTRACTOR shall promptly inspect and report to OWNER in writing any apparent delays, defects or deficiencies in such other work that render it unavailable or unsuitable for such proper execution and results. CONTRACTOR’s failure to report such delays, defects or deficiencies in writing before commencement of the affected WORK will constitute an acceptance of the other work as fit and proper for integration with CONTRACTOR’s work except for latent defects and deficiencies in the other work.
7.3 DAMAGE TO OTHERS CAUSED BY CONTRACTOR - If CONTRACTOR causes damage to the work, property or person of any other contractor employed by OWNER, or if any claim arising out of CONTRACTOR’s performance of the WORK by any other contractor is made against CONTRACTOR, by OWNER, OWNER, OWNER, any other contractor or any other person, CONTRACTOR shall be responsible to settle and shall promptly attempt to settle and resolve the dispute.
7.4 COORDINATION
7.4.1 Coordination Responsibilities - CONTRACTOR’s coordination responsibilities are in accordance with those found in Article 6 and in the described Supplementary General Conditions if applicable.
7.4.2 Coordination Delays - Should CONTRACTOR be delayed by OWNER, and such delay could not reasonably have been foreseen and prevented by CONTRACTOR, OWNER will determine the extent of the delay, the effect of the delay on the work as a whole, and any commensurate extension of time. OWNER shall arrange meetings with other contractors performing work on behalf of OWNER to plan coordination of construction activities. Any difference or conflict arising between CONTRACTOR and any other contractor employed by OWNER shall be submitted to OWNER for a decision in the matter. CONTRACTOR shall comply with reasonable direction from OWNER whose decision on coordination matters will be final.
7.5 Remedy For Delays By Others - By entering into this Agreement, CONTRACTOR acknowledges that there may be other contractors on the site whose WORK will be coordinated
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with that of his own. CONTRACTOR expressly warrants and agrees that he will cooperate with other contractors and will do nothing to delay, hinder or interfere with the WORK of other separate contractors, OWNER, OWNER or OWNER. CONTRACTOR also expressly agrees that, in the event his work is hindered, delayed, interfered with or otherwise affected by a separate contractor, his sole remedy will be a direct action against the separate contractor. CONTRACTOR will have no remedy, and hereby expressly waives any remedy, against OWNER and/or OWNER or OWNER on account of delay, hindrance, interference or other event caused by a separate contractor.
7.6 Out Of Sequence Or Accelerated Work - When WORK is performed out of sequence and ahead of Interfacing Work, CONTRACTOR shall be responsible for taking reasonable steps to minimize damage or loss to the WORK which may be caused by others during the performance of their work, including but not limited to furnishing prompt written notice to OWNER and to the other contractors that WORK has been performed out of sequence and ahead of Interfacing Work.
7.7 NATIONAL LABOR RELATIONS BOARD REQUIREMENTS - CONTRACTOR’s Price shall include all costs associated with complying with National Labor Relations Board requirements for accessing the Project site.
ARTICLE 8 -- OWNER’S RESPONSIBILITIES
8.1 GENERAL - OWNER has the final authority in all matters affecting the WORK.
8.2 COMMUNICATIONS - In general, OWNER and OWNER shall issue all written communications to CONTRACTOR through OWNER.
8.3 PAYMENTS - OWNER shall make payments to CONTRACTOR as provided in Article 14.
8.4 LANDS, EASEMENTS AND SURVEYS - OWNER’s duties in respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Article 4. OWNER shall identify and make available to CONTRACTOR copies of reports of explorations and tests of subsurface conditions at the site and in existing structures which have been utilized in preparing the Contract Documents as set forth in Article 4.
8.5 CHANGE ORDERS - OWNER shall execute Change Orders as indicated in Article 10.
8.6 INSPECTIONS AND TESTS - OWNER’s responsibility with respect to inspections, tests and approvals is set forth in Article 13.
8.7 SUSPENSION OF WORK - In connection with OWNER’s right to stop work or suspend work, see Articles 13 and 15.
8.8 TERMINATION OF AGREEMENT - Article 15 deals with OWNER’s right to terminate services of CONTRACTOR.
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8.9 OWNER’S RESPONSIBILITY FOR UNDISCLOSED HAZARDOUS MATERIALS - OWNER’S responsibility with respect to undisclosed Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Materials uncovered or revealed at the site is set forth in Article 4.
8.10 NO OWNER SUPERVISION INTENDED - Neither OWNER nor OWNER shall supervise, direct or have control or authority over, nor be responsible for, CONTRACTOR’s means, methods, techniques, sequences or procedures of construction or the Safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the WORK. OWNER and OWNER will not be responsible for CONTRACTOR’s failure to perform or furnish the WORK in accordance with the Contract Documents.
ARTICLE 9 -- OWNER’S STATUS DURING CONSTRUCTION
9.1 GENERAL
9.1.1 OWNER’S REPRESENTATIVE - OWNER will be OWNER’s representative during the construction period. The duties and responsibilities and the authority of OWNER as OWNER during construction are set forth in the Contract Documents.
9.1.2 Contract Documents Terms - Whenever in the Contract Documents the terms “as ordered,” “as directed,” “as required,” “as allowed,” “as reviewed,” “as approved,” or terms of like effect or import are used, or the adjectives “reasonable,” “suitable,” “acceptable,” “proper,” or “satisfactory” or adjectives of like effect or import are used to describe a requirement, direction, review or judgment of OWNER as to the WORK, it is intended that such requirement, direction, review or judgment will be solely to evaluate the WORK for compliance with the requirements of the Contract Documents, and conformance with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents, unless there is a specific statement indicating otherwise. The use of any such term or adjective shall not be effective to assign to OWNER any duty or authority to supervise or direct the performance of the WORK or any duty or authority to undertake responsibility contrary to the Article 9.
9.2 PRESENCE ON SITE - OWNER will be on site during construction to observe the progress, quantity and quality of the WORK and to determine, in general, if the WORK is proceeding in accordance with the Contract Documents. OWNER will not supervise, direct or have control over CONTRACTOR’s work.
9.3 CONTRACT DOCUMENT CLARIFICATIONS AND INTERPRETATIONS - OWNER will issue with reasonable promptness such written clarifications or interpretations of the requirements of the Contract Documents (in the form of Drawings or otherwise) as OWNER may determine necessary, which shall be consistent with or reasonably inferable from the overall intent of the Contract Documents. Such written clarifications and interpretations will be binding on OWNER and CONTRACTOR. If CONTRACTOR believes that a written clarification or interpretation justifies an adjustment in the Contract Price or the Contract Time and the parties are unable to agree to the amount or extent CONTRACTOR may request an adjustment in the Contract Price or an extension of the Contract Time therefore as provided in Articles 11 or 12.
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9.4 AUTHORIZED VARIATIONS IN WORK - OWNER may authorize minor variations in the WORK, (not resulting in changes to the Contract Price or Contract Time), which are consistent with the intent of the Contract Documents. These may be accomplished by an OWNER Order. If CONTRACTOR believes that an OWNER Order justifies an increase in the Contract Price or an extension of the Contract Time, CONTRACTOR may request an adjustment in the Contract Price or an extension of the Contract Time therefore as provided in Articles 11 or 12. If CONTRACTOR proceeds with the directed work without making such a request or providing notice he will be presumed to be in agreement with OWNER’s determination that no change in price or time are involved, and will be considered to have waived his right to request an adjustment in Contract Time or Price.
9.5 ACCEPTANCE OF WORK - OWNER has the final authority in all matters affecting the WORK. Within the scope of the Agreement, OWNER has the authority to enforce compliance with the Plans and Specifications. CONTRACTOR shall promptly comply with instructions from OWNER or any authorized representative on all matters relating to quantities, the acceptability of material, equipment or work, the execution, progress or sequence of work and the interpretation of Specifications or Drawings. The decision of OWNER shall be precedent to any payment under the Agreement, unless otherwise ordered by OWNER. OWNER will recommend final acceptance to OWNER.
9.6 REJECTING DEFECTIVE WORK - OWNER will have authority to reject work which OWNER determines to be defective, or not in compliance with the Contract Documents or that OWNER or OWNER believes will not produce a completed Project or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. OWNER will also have authority to require special inspection or testing of the WORK as provided in Article 13, whether or not the WORK is fabricated, installed or completed.
9.7 CONTRACTOR SUBMITTALS - CONTRACTOR shall provide submittals in accordance with the SPECIAL PROVISIONS.
9.8 CHANGE ORDER - In connection with OWNER’s responsibilities as to Change Orders, see Articles 10, 11, and 12.
9.9 PAYMENTS In connection with OWNER’s responsibility as to Applications for Payment, see Article 14.
9.10 FINAL APPLICATION FOR PAYMENT - OWNER’s review of the Final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, Bonds and certificates of inspection, tests and approvals and other documentation required to be delivered by Article 14 will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests and approvals that the results certified indicate compliance with the Contract Documents.
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9.11 DECISIONS ON DISPUTES
9.11.1 Interpreter Of Contract Documents - OWNER will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the WORK thereunder.
Claims, disputes and other matters relating to the acceptability of the WORK, the interpretation of the requirements of the Contract Documents pertaining to the performance of the WORK and those claims with respect to changes in the Contract Price or Contract Time will be referred initially to OWNER. The process to be followed is described in Article 16.
9.12 OWNER LIABILITY FOR INTERPRETATION - When functioning as interpreter under Article 9, OWNER will not show partiality to OWNER, OWNER or CONTRACTOR and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity.
The rendering of a decision by OWNER pursuant to Article 9 will be a condition precedent to any exercise by CONTRACTOR of such rights or remedies as he may otherwise have under the Contract Documents or by laws or regulations in respect of any such Claim, dispute or other matter pursuant to Article 16.
9.13 LIMITATION ON OWNER’S RESPONSIBILITIES
9.13.1 No Duty Arising Out Of Act Or Decision - Neither OWNER’s authority to act under this Article 9 or other provisions of the Contract Documents, nor any decision made by OWNER in good faith either to exercise or not exercise such authority shall give rise to any duty or responsibility of OWNER to CONTRACTOR, any Subcontractor, any Supplier, any surety for any of them or any other person or organization performing any of the WORK.
9.13.2 No Supervision Role - OWNER will not supervise, direct, control or have authority over or be responsible for CONTRACTOR’s means, methods, techniques, sequences or procedures of construction, or the Safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations, applicable to the performance of the WORK. OWNER will not be responsible for CONTRACTOR’s failure to perform the WORK in accordance with the Contract Documents.
9.13.3 CONTRACTOR Acts Or Omissions - OWNER will not be responsible for the acts or omissions of CONTRACTOR nor of any Subcontractor, Supplier or any other person or organization performing any of the WORK.
ARTICLE 10 -- CHANGES IN THE WORK
10.1 CHANGES REQUESTED BY CONTRACTOR
10.1.1 OWNER Approval - Changes in the Plans and Specifications, requested in writing by CONTRACTOR, which do not materially affect the WORK and which are not detrimental to the WORK or to the interests of OWNER, may be granted to facilitate the WORK, when approved in writing by OWNER. If the method will result in a cost saving, an appropriate deductive change will be required.
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10.1.2 Specified Methods - Changes in specified methods of construction may be made at CONTRACTOR’s request when approved in writing by OWNER. If the method will result in a cost saving, an appropriate deductive change will be required.
10.1.3 No Right To Change - Nothing herein shall be construed as granting a right to CONTRACTOR to demand acceptance of such changes.
10.1.4 Request for Change Made in Good Faith - The request For change shall be made in good faith, and the amount requested accurately reflects the adjustments in Contract Price or Contract Time for which CONTRACTOR believes OWNER is liable, and covers all direct, supplemental, indirect, consequential, serial and cumulative costs and delays to which CONTRACTOR is entitled as a result of the change.
10.2 OWNER’S RIGHT TO MODIFY WORK
10.2.1 Requirement To Implement Directed Change - Without invalidating the Agreement and without notice to any surety, OWNER may at any time or from time to time, order additions, deletions or revisions in the WORK; these will be authorized by a written Change Order prepared by OWNER and issued by OWNER. Upon receipt of any such document, CONTRACTOR shall promptly proceed with the work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided).
10.2.2 Request For Proposal - When OWNER desires a change in the WORK, OWNER will issue a Request for Proposal to CONTRACTOR. CONTRACTOR will be required to respond within the time indicated by OWNER or fifteen (15) Days, whichever is less. If CONTRACTOR fails to meet the submittal time required by this provision, CONTRACTOR will be solely liable for any delays or impacts caused by the delayed submittal of the proposal.
10.3 REQUIREMENT TO PROCEED WITH WORK - If OWNER and CONTRACTOR agree on the value of any work, and the amount of Contract Time that should be allowed as a result of CONTRACTOR’s response to a Request for Proposal, CONTRACTOR shall proceed as directed by OWNER so as to minimize the impact on and delays to the work pending the issuance of a Change Order. If however, OWNER and CONTRACTOR are unable to agree as to the extent of an increase or decrease in the Contract Price or an extension or shortening of the Contract Time that should be allowed as a result of CONTRACTOR’s response to a Request for Proposal, OWNER can direct CONTRACTOR to proceed on the basis of a price for the WORK as estimated by OWNER or time and materials so as to minimize the impact on and delays to the work, in accordance with Article 11.
10.4 WORK NOT IN CONTRACT - CONTRACTOR shall not be entitled to an increase in the Contract Price nor an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, supplemented by Change Order or Field Order, except in the case of an emergency and except in the case of uncovering work as provided in Article 13.
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10.5 CHANGE ORDER PROCESS - OWNER and CONTRACTOR shall execute appropriate Change Orders covering:
10.5.1 OWNER Ordered Changes - Changes in the WORK which are ordered by OWNER pursuant to Article 10;
10.5.2 Changes Due To Defective Work - changes required because of acceptance of Defective Work under Article 13;
10.5.3 Mutually Agreed Price/Time Changes - changes in the Contract Price or Contract Time which are agreed to by the parties.
10.6 NOTICE TO SURETY - If notice of any change is required by the provisions of any Bond to be given to a surety, the giving of any such notice will be CONTRACTOR’s responsibility, and the amount of each applicable Bond shall be adjusted accordingly.
10.7 ALLOWABLE QUANTITY VARIATIONS - In the event of an increase or decrease in bid item quantity of a unit priced item in the Contract Documents, the total amount of WORK actually done or materials or equipment furnished shall be paid for according to the unit price established for such work under the Contract Documents, wherever such unit price has been established; provided, that an adjustment in the unit price may be made for changes which result in an increase or decrease in excess of the allowable percentage variations as set forth by the Contract Documents.
ARTICLE 11 -- CHANGE OF CONTRACT PRICE (Change Orders, Field Orders and Work Orders)
11.1 CONTRACT PRICE CHANGE - The Contract Price may only be changed by a written Change Order.
11.2 METHODS FOR DETERMINING ADJUSTMENTS IN CONTRACT PRICE
11.2.1 Methods - The methods to be used to determine an adjustment in Contract Price necessitated by changes ordered or negotiated pursuant to these General Conditions or work covered by a Request for Proposal are limited to the following:
11.2.1.1 Where the work involved is covered by lump sum prices in the Contract Documents: on the basis of a lump sum negotiation;
11.2.1.2 Where the work involved is covered or is of the same character as Unit Price Work: by application of those unit prices to the quantities of the items involved (subject to the provisions covering Unit Price Work);
11.2.1.3 Where the work involved is not covered by either of the preceding methods: by mutual acceptance of a lump sum price negotiated on the basis of CONTRACTOR’s itemized estimate of
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the anticipated Cost of the WORK involved, determined as specified in this Article, and a contractor’s fee as provided in this Article;
11.2.1.4 Where the work involved is not covered by either of the first two (2) methods, and OWNER and CONTRACTOR cannot achieve agreement on the anticipated cost of the work involved and OWNER directs CONTRACTOR to proceed with the work with payments to be made on the basis of OWNER’s determination of the cost of the work involved: on a CONTRACTOR’s profit of eighty (80) percent of the amount allowed by this Article;
11.2.1.5 Where the work involved is not covered by either of the first two (2) methods, and OWNER directs CONTRACTOR to proceed with the work involved with payments to be made on the basis of actual costs: on the basis of the actual cost of the work involved, determined as specified in this Article, and a CONTRACTOR’s profit determined as fifty (50) percent of the amount allowed under this Article.
11.2.1.6 Where the work involved is not covered by any of the preceding methods, and when payment is to be determined by a court of competent jurisdiction, it is agreed that the actual cost method used for actual cost basis work shall be an appropriate method for determining the cost of the work involved.
11.2.2 CONTRACTOR’S Overhead and Profit Limitation - For all negotiated Change Orders the allowance for overhead and profit shall include full compensation for superintendence, insurance premiums, taxes, field office expense, extended overhead, home office overhead and all other items of expense or cost not included in the cost of labor, materials or equipment provided for in this Article. The allowance for overhead and profit will not exceed the following schedule:
Overhead Profit
Labor = Ten (10) percent Ten (10) percent
Materials = Ten (10) percent Five (5) percent
Equipment = Ten (10) percent Five (5) percent
To the sum of the costs and markups provided for in this Article, one (1) percent shall be added as compensation for bonding.
11.2.3 Subcontractor Mark Up - It is understood that labor, materials and equipment may be furnished by CONTRACTOR or by the Subcontractor on behalf of CONTRACTOR. When all or any part of the extra work is performed by a Subcontractor, the allowance specified herein shall be applied to the labor, materials and equipment costs of the Subcontractor, to which CONTRACTOR may add five (5) percent of the Subcontractor’s total cost for the extra work.
Regardless of the number of hierarchical tiers of Subcontractors, the five (5) percent increase above the performing Subcontractor’s total cost which includes the allowances for overhead and profit may be applied one (1) time only.
11.2.4 Equipment Rental Rates
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11.2.4.1 All equipment rental rates shall be in accordance with the rental rate source identified in the Supplementary General Conditions based on a monthly rate for the equipment, and based on an equipment utilization of one hundred seventy-three (173) hours per month. CONTRACTOR will be permitted to charge only for the hours the equipment is actually used in the changed work.
11.2.4.2 Equipment Required Specifically for the Additional Work - Whenever possible, changed work will be accomplished using equipment available on-site or owned by CONTRACTOR. If no on-site equipment can be used, and a specific piece of equipment must be rented to be used exclusively for the changed work, the rental rate will be the invoiced rate.
11.3 COST OF WORK (BASED ON TIME AND MATERIALS)
11.3.1 General - The term “cost of work” means the sum of all costs necessarily incurred and paid by CONTRACTOR for labor, materials and equipment in the proper performance of extra work. Except as otherwise may be agreed to in writing by OWNER, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall include only the following items and shall not include any of the excluded costs itemized in this Article.
11.3.2 Labor - The costs of labor will be the actual cost substantiated by certified payroll for wages prevailing for each craft or type of workers performing the extra work at the time the extra work is done, plus employer payments of payroll taxes, Workers’ Compensation insurance, liability insurance, health and welfare, pension, vacation, apprenticeship funds and other direct costs resulting from Federal, State or local laws, as well as assessments or benefits required by lawful collective bargaining agreements. Labor costs for equipment operators and helpers shall be paid only when such costs are not included in the invoice for equipment rental. The labor costs for foremen shall be proportioned to all of their assigned work and only that applicable to extra work shall be paid. Nondirect labor costs including the superintendent, Project manager and other labor identified in 11.3.7.1 shall be considered part of the overhead markup identified in this Article.
11.3.3 Materials - The cost of materials reported shall be itemized at invoice or lowest current price at which materials are locally available and delivered to the job in the quantities involved, plus the cost of sales tax, freight, delivery and storage.
11.3.3.1 Trade discounts available to the purchaser shall be credited to OWNER notwithstanding the fact that such discounts may not have been taken by CONTRACTOR.
11.3.3.2 For materials secured by other than a direct purchase and direct billing to the purchaser, the cost shall be deemed to be the price paid to the actual supplier as determined by OWNER.
11.3.3.3 Payment for materials from sources owned wholly or in part by the purchaser shall not exceed the price paid by the purchaser for similar materials from said sources on extra work items or the current wholesale price for such materials delivered to the work site, whichever price is lower.
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11.3.3.4 If in the opinion of OWNER the cost of material is excessive, or CONTRACTOR does not furnish satisfactory evidence of the cost of such material, then the cost shall be deemed to be the lowest current wholesale price for the total quantity concerned delivered to the work site less trade discount.
11.3.3.5 OWNER reserves the right to furnish materials for the extra work and no claim shall be allowed by CONTRACTOR for costs and profit on such materials.
11.3.4 Equipment - CONTRACTOR will be paid for the use of equipment at the rental rate listed for such equipment specified in the Supplementary General Conditions. Such rental rate will be used to compute payments for equipment whether the equipment is under CONTRACTOR’s control through direct ownership, leasing, renting or another method of acquisition. The rental rate to be applied for use of each item of equipment shall be the rate resulting in the least total cost to OWNER for the total period of use. If it is deemed necessary by CONTRACTOR to use equipment not listed in the publication specified in the Supplementary General Conditions, an equitable rental rate for the equipment will be established by OWNER. CONTRACTOR may furnish cost data which might assist OWNER in the establishment of the rental rate.
11.3.4.1 All equipment shall, in the opinion of OWNER, be in good working condition and suitable for the purpose for which the equipment is to be used.
11.3.4.2 Before construction equipment is used on the extra work, CONTRACTOR shall plainly stencil or stamp an identifying number thereon at a conspicuous location, and shall furnish to OWNER, in duplicate, a description of the equipment and its identifying number and the scheduled work activities planned.
11.3.4.3 Unless otherwise specified, manufacturer’s ratings and manufacturer-approved modifications shall be used to classify equipment for the determination of applicable rental rates.
Equipment which has no direct power unit shall be powered by a unit of at least the minimum rating recommended by the manufacturer.
11.3.5 Rental Equipment
11.3.5.1 The rental time to be paid for equipment on the work site shall be the time the equipment is in productive operation on the extra work being performed and, in addition, shall include the time required to move the equipment to the location of the extra work and return it to the original location or to another location requiring no more time than that required to return it to its original location; except, that moving time will not be paid if the equipment is used on other than the extra work, even though located at the site of the extra work.
11.3.5.2 Rental time will not be allowed while equipment is inoperative due to breakdowns.
11.3.5.3 Computation Method - The following shall be used in computing the rental time of equipment on the work site.
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11.3.5.3.1 When hourly rates are listed, any part of an hour less than thirty (30) minutes of operation shall be considered to be one-half (.5) hour of operation, and any part of an hour in excess of thirty (30) minutes will be considered one (1) hour of operation.
11.3.5.3.2 When daily rates are listed, any part of a Day less than four (4) hours operation shall be considered to be one-half (.5) Day of operation.
11.3.6 CONTRACTOR-Owned Equipment - For CONTRACTOR-owned equipment, the allowed equipment rental rate will be limited to the monthly equipment rental rate using a utilization rate of one hundred seventy-three (173) hours per month which is found in the Equipment Rental Rate Tables authorized by the Supplementary General Conditions for rental equipment.
11.3.7 Special Services Special work or services are defined as that work characterized by extraordinary complexity, sophistication or innovation or a combination of the foregoing attributes which are unique to the construction industry.
11.3.7.1 When OWNER and CONTRACTOR determine that a special service is required which cannot be performed by the forces of CONTRACTOR or those of any of its Subcontractors, the special service may be performed by an entity especially skilled in the work. Invoices for special services based upon the current fair market value thereof may be accepted without complete itemization of labor, material and equipment rental costs, after validation of market values by OWNER.
11.3.7.2 All invoices for special services will be adjusted by deducting all trade discounts offered or available, whether the discounts were taken or not. In lieu of the allowances for overhead and profit specified in this Article, herein, an allowance of fifteen (15) percent will be added to invoices for special services.
11.3.8 Excluded Costs - The term “cost of the work” shall not include any of the following costs:
11.3.8.1 Overhead Cost - Payroll costs and other compensation of CONTRACTOR’s officers, executives, principals (of partnership and sole proprietorships) general managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, timekeepers, clerks and other personnel employed by CONTRACTOR whether at the site or in CONTRACTOR’s principal office, a branch office or material yard and shop for general administration of the Work or not specifically covered by this Article all of which are to be considered administrative costs covered by CONTRACTOR’s allowance for overhead and profit.
11.3.8.2 Office Expense - Expenses of CONTRACTOR’s principal and branch offices.
11.3.8.3 Capital Expenses - Any part of CONTRACTOR’s capital expenses, including interest on CONTRACTOR’s capital employed for the WORK and charges against CONTRACTOR for delinquent payments.
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11.3.8.4 Premiums - 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.
11.3.8.5 Negligence - Costs due to the negligence of CONTRACTOR, any Subcontractor or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of Defective Work, disposal of materials or equipment wrongly supplied and making good any damage to property.
11.3.8.6 Other - Other overhead or general expense costs of any kind and the cost of any item not specifically and expressly included in this Article.
11.3.8.7 Small Tools - Cost of small tools valued at less than five hundred dollars ($500) and that remain the property of CONTRACTOR.
11.3.8.8 Administrative Costs - Costs associated with the preparation of Change Orders (whether or not ultimately authorized), cost estimates or the preparation or filing of claims.
11.3.8.9 Anticipated Lost Profits - Expenses of CONTRACTOR associated with anticipated lost profits or lost revenues, lost income or earnings, lost interest on earnings or unpaid retainage.
11.3.8.10 Home Office Overhead - Costs derived from the computation of a home office overhead rate by application of the Eichleay, Allegheny, Burden Fluctuation or other similar methods.
11.3.8.11 Special Consultants and Attorneys - Costs of special consultants or attorneys, whether or not in the direct employ of CONTRACTOR, employed for services specifically related to the resolution of a claim, dispute or other matter relating to the acceptability of the Work.
11.3.9 CONTRACTOR’s Extra Work Report - In order to be paid for extra work based on time and materials, CONTRACTOR must submit a daily Extra Work Report on a form provided by OWNER. The form must be completely filled out based on the provisions of this Article and signed by CONTRACTOR and OWNER at the end of each work Day. Failure to complete the form and obtain appropriate signatures by the next working Day after the work was completed will result in CONTRACTOR’s costs for extra work being disallowed until such form is completed and agreed to by OWNER. Delay in submitting the form beyond seven (7) Days will result in OWNER’s records becoming the official record for payment purposes.
11.4 COSTS RELATING TO WEATHER DAMAGE
CONTRACTOR shall have no cost claims against OWNER for damages for any injury to work, materials or equipment, resulting from the action of the elements or weather. Weather-related adjustment to Contract Time will be made in accordance with Article 12.
11.5 WRITTEN JUSTIFICATION SUBSTANTIATING ADJUSTMENT
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11.5.1 CONTRACTOR Initiated Change - Any request by CONTRACTOR for a change in the Contract Price shall be based on written notice delivered by CONTRACTOR to OWNER promptly (but in no event later than seven (7) Days) after the start of the occurrence or the event giving rise to the request for adjustment and stating the general nature of the request.
11.5.2 Cost and Time Notice Requirements - Notice of the amount of the request for adjustment in cost and/or time with supporting data shall be delivered within fourteen (14) Days after such start of occurrence, unless OWNER allows an additional period of time to ascertain more accurate data in support of the request.
11.5.3 Proposal Form - CONTRACTOR’s proposal shall be on forms acceptable to OWNER.
CONTRACTOR proposal request shall certify in writing that the amounts included cover all direct, supplemental, indirect, consequential and cumulative costs and delays, as applicable, and that those costs and delays would be or were necessarily incurred, despite CONTRACTOR’s reasonable and diligent efforts to mitigate them. Mitigation efforts undertaken by CONTRACTOR should be described.
11.5.4 Proposal Content - Where the change in Contract Price is to be determined on the basis of the cost of the work involved, CONTRACTOR’s itemized estimates shall detail all applicable elements of cost, including, but not limited to, labor hours and payroll costs, quantities, crew mixes, production rates, material costs, Subcontractor and Supplier costs, equipment costs and supplemental costs. Where the change in Contract Price arises from changes in the schedule of all or part of the WORK, or where a change in Contract Time is sought, the submittal shall include analysis required by Article 12. With respect to work during other than normal hours, the labor charges associated with such work shall consist of straight time wages and burden plus the appropriate overtime or shift premium with no additional burden (i.e., fringe benefits) on the premium portion.
11.5.5 Additions and Deletions - The submittal shall cover all aspects of the work involved, whether relating to deleted, added, revised or impacted items of Work. Amounts for Subcontractors or Suppliers at any tier shall be similarly supported.
11.5.6 Requirements for Valid Proposal - No submittal for an adjustment in Contract Price or Contract Time shall be valid unless submitted in accordance with this Article.
11.5.7 Obligation of Surety - All work performed hereunder shall be subject to all of the provisions of the Contract Documents and CONTRACTOR’s sureties shall be bound with reference thereto as under the Agreement. Copies of all amendments to surety Bonds or supplemental surety Bonds shall be submitted to OWNER when requested.
11.5.8 Documentation - CONTRACTOR is required to comply with OWNER’s documentation requirements regarding format and level of detail for the Change Order process.
11.6 OWNER RIGHT TO DIRECT USE OF COMPETITIVE BID - OWNER reserves the right to direct CONTRACTOR to solicit competitive bids for additional work. If required by
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OWNER, CONTRACTOR shall obtain competitive bids from Subcontractors acceptable to CONTRACTOR and shall deliver such bids to OWNER who will then determine, with the advice of OWNER, which bids will be accepted.
ARTICLE 12 -- CHANGE OF CONTRACT TIME
12.1 GENERAL
12.1.1 CONTRACTOR Request For Time Extension - The Contract Time may only be changed by a Change Order or Field Order. Any request by CONTRACTOR for an extension of the Contract Time (or Milestones) shall be based on written notice delivered by CONTRACTOR to OWNER promptly (but in no event later than seven (7) Days) after the occurrence of the event giving rise to the request and stating the general nature of the request, unless otherwise noted.
Notice of the extent of the request with supporting data shall be delivered within fourteen (14) Days after such occurrence (unless OWNER allows an additional period of time to ascertain more accurate data in support of the request) and shall be accompanied by CONTRACTOR’S written statement that the adjustment requested is the entire time adjustment to which CONTRACTOR has reason to believe it is entitled as a result of the occurrence of said event. An increase in Contract Time does not mean that CONTRACTOR is due an increase in Contract Price.
12.1.2 CONTRACTOR Required Analysis - An extension in Contract Time will not be granted unless CONTRACTOR can demonstrate through an analysis of the Critical Path Method Progress Schedule critical path that the increases in the time to perform or complete the WORK, or specified part of the WORK, beyond the corresponding Contract Time arise from unforeseeable causes beyond the control and without the fault or negligence of both CONTRACTOR and his Subcontractors, Suppliers or other persons or organizations, and that such causes in fact lead to performance or completion of the WORK, or specified part in question, beyond the corresponding Contract Time, despite CONTRACTOR’s reasonable and diligent actions to guard against those effects.
12.1.3 OWNER’s Right To Grant Time Extension - OWNER may elect, at its sole discretion, to grant an extension in Contract Time, without CONTRACTOR’s request, because of delays or other factors.
12.2 TIME IS OF THE ESSENCE - With regard to all Milestones and all time limits stated in the Contract Documents, time is of the essence.
12.3 CRITERIA FOR DETERMINING ADJUSTMENTS IN CONTRACT TIME
12.3.1 Use Of Float and Critical Path - Use of float is in accordance with the SPECIAL PROVISIONS.
12.3.2 Types Of Delays Beyond CONTRACTOR’s and OWNER’S Control - Delays beyond the control of CONTRACTOR shall include, but not be limited to, acts or neglect by OWNER, acts or neglect of utility owners, fires, floods, epidemics, abnormal weather conditions, labor
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slowdowns and strikes or acts of God. CONTRACTOR must provide OWNER written notice of the potential delay within twenty-four (24) hours of the occurrence.
12.3.3 Subcontractor Delays Within CONTRACTOR Control - Delays attributable to and within the control of Subcontractor or Supplier shall be deemed to be delays within the control of CONTRACTOR. No time extension will be allowed for such delays.
12.4 TIME ONLY ENTITLEMENT
12.4.1 - Where CONTRACTOR is prevented from completing any part of the WORK within the Contract Time (or Milestones) due to delay to a critical path activity beyond the control of both OWNER and CONTRACTOR, an extension of the Contract Time (or Milestones) in an amount equal to the time lost on the critical path of the Project due to such delay shall be CONTRACTOR’s sole and exclusive remedy for such delay.
12.4.2 - In no event shall OWNER be liable to CONTRACTOR, any Subcontractor, any Supplier or any other person or organization, or to any surety for or employee or agent of any of them, for damages arising out or resulting from (i) delays caused by or within the control of CONTRACTOR, or (ii) delays beyond the control of both parties including but not limited to fires, floods, epidemics, abnormal weather conditions, acts of God or acts or neglect by utility owners or other contractors performing other work as contemplated by Article 7. CONTRACTOR must provide OWNER written notice of the potential delay within twenty-four (24) hours of the occurrence.
12.5 EXTENSIONS OF TIME FOR DELAY DUE TO WEATHER - An inclement weather delay is defined as a delay caused by inclement weather which prevents CONTRACTOR from working on the controlling item in CONTRACTOR’s construction schedule. Should CONTRACTOR experience inclement weather delays over the course of contract duration in excess of the number of Days outlined in the Supplementary General Conditions, CONTRACTOR shall be granted a time extension in accordance with the provisions outlined in this Article. The time extension shall be based on the number of inclement weather Days in excess of the number of Days outlined in the Supplementary General Conditions.
12.5.1 Extension of Time For Delays due to Weather Damage - If, however, in the opinion of OWNER, CONTRACTOR has made all reasonable efforts to protect the materials, equipment and work, CONTRACTOR may be granted a reasonable extension of Contract Time to make proper repairs, renewals and replacements of the work, materials or equipment in accordance with Article
12. ARTICLE 13 -- TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK; WARRANTY AND GUARANTEE
13.1 TESTS AND INSPECTIONS
13.1.1 ACCESS TO WORK FOR TESTING AND INSPECTION - OWNER, OWNER, their consultants, Sub-Consultants other representatives and personnel of OWNER, independent testing
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laboratories and governmental agencies with jurisdictional interests will have access to the WORK at reasonable times for their observation, inspecting and testing. CONTRACTOR shall provide them proper and safe conditions for such access and advise them of CONTRACTOR’s Safety procedures and programs so that they may comply.
13.1.2 Cost of Inspection/Notice - OWNER will make, or have made, such inspections and tests as OWNER deems necessary to see that the WORK is being accomplished in accordance with the requirements of the Contract Documents. Unless otherwise specified, the cost of such inspection and testing will be borne by OWNER. In the event such inspections or tests reveal non-compliance with the requirements of the Contract Documents, CONTRACTOR shall bear the cost of corrective measures deemed necessary by OWNER, as well as the cost of subsequent re-inspection and re-testing.
Neither observations by OWNER nor inspections, tests or approvals by others shall relieve CONTRACTOR from CONTRACTOR’s obligation to perform the WORK in accordance with the Contract Documents.
CONTRACTOR shall give OWNER timely notice as specified in the technical specification or five (5) Days if not identified of readiness of the WORK for all required on and off site inspections, tests or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections or tests.
OWNER shall provide for the services of an independent testing laboratory to perform inspections, tests or approvals required by the Contract Documents except as otherwise specifically provided.
CONTRACTOR shall be responsible for arranging any inspection required by a public entity.
CONTRACTOR shall provide adequate notice to the public entity and to OWNER for any required inspection.
13.1.3 Right to Stop Work - OWNER has the right to stop or suspend work activities which will cover CONTRACTOR work product which is to be inspected or tested, or which will interfere with the inspection or testing activities, for a reasonable time and CONTRACTOR will have no right to additional cost or time he may incur as a result of the work stoppage.
13.2 CONTRACTOR INSPECTION AND TESTING RESPONSIBILITY
13.2.1 - CONTRACTOR shall be responsible for performance of tests and inspections in accordance with the SPECIAL PROVISIONS.
13.2.2 If laws or regulations of any public body having jurisdiction other than OWNER require any work to specifically be inspected, tested or approved, CONTRACTOR shall pay all costs.
13.2.3 CONTRACTOR shall be responsible for and shall pay all costs in connection with any inspection or testing required in connection with OWNER’s or OWNER’s acceptance of a Supplier of materials or equipment proposed as a substitution or “or-equal” to be incorporated in the
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WORK, or of materials or equipment submitted for review prior to CONTRACTOR’s purchase thereof for incorporation in the WORK.
13.2.4 CONTRACTOR shall pay all related costs, schedule related activities at appropriate times and secure and furnish for OWNER the required certificates of inspection, testing or approval.
Any associated cost and time required by CONTRACTOR for inspections required under Article
13.2 shall be considered as having been included in the Contract Price and in CONTRACTOR’s schedule for the performance of the WORK within the Contract Time.
13.2.5 All inspections, tests or approvals other than those required by laws or regulations of any public body having jurisdiction shall be performed by organizations acceptable to OWNER.
13.2.6 CONTRACTOR shall anticipate at a minimum the following testing and inspection requirements over and above those required by the Contract Documents:
Civil Engineering Inspections/Reviews
1. All form work
2. Concrete placement
3. Asphalt compaction
4. Class II Base compaction
5. Remove and Replace areas
6. Street cat-tracking prior to final paint striping
13.3 COVERING WORK TO BE INSPECTED
13.3.1 Covered Work Prior To Inspection Or Testing - If any WORK (including the work of others) that is to be inspected, tested or approved is covered without written concurrence of OWNER, it must, when requested by OWNER, be uncovered for inspection. CONTRACTOR shall bear all direct, indirect, and consequential costs and damages of such uncovering, unless CONTRACTOR has given OWNER and/or agencies timely notice of CONTRACTOR’s intention to cover the same, and OWNER has not acted with reasonable promptness in response to such notice.
13.3.2 Covered Work Contrary To Written Request - If any WORK is covered contrary to the written request of OWNER, it must, when requested by the OWNER, be uncovered for OWNER’s observation and recovered. CONTRACTOR shall bear all direct, indirect and consequential costs and damages of such uncovering.
13.3.3 OWNER Right to Direct That Work Be Uncovered For Inspection Or Testing
13.3.3.1 If OWNER considers it necessary or advisable that covered work be observed by OWNER or inspected or tested by others, CONTRACTOR, at OWNER’s request, shall uncover, expose or otherwise make available for observation, inspection or testing as OWNER may require, that portion of the WORK in question, furnishing all necessary labor, material and equipment.
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13.3.3.2 If it is found that such WORK is defective, CONTRACTOR shall bear all direct, indirect and consequential costs and damages of such uncovering, exposure, observation, inspection and testing and of satisfactory reconstruction, including but not limited to fees and charges of engineers, architects, attorneys and other professionals. However, if such work is not found to be defective, CONTRACTOR shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing and reconstruction based on the time and materials provisions as outlined in Article 11.
13.4 OWNER MAY STOP THE WORK - If the WORK is determined to be defective by OWNER, and CONTRACTOR fails to immediately correct the defect or CONTRACTOR fails to perform WORK in such a way that the completed WORK will conform to the Contract Documents, OWNER may order CONTRACTOR to stop the WORK, or any portion thereof, until the cause for such order has been eliminated; however, this right of OWNER to stop the WORK shall not give rise to any duty on the part of OWNER or OWNER to exercise this right for the benefit of CONTRACTOR or any other party. CONTRACTOR shall bear all direct, indirect and consequential costs and damages that result from this stop work notice.
13.5 CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK
13.5.1 CONTRACTOR’s Responsibility - If required by OWNER, CONTRACTOR shall promptly, either correct all Defective Work, whether or not fabricated, installed or completed, or, if the WORK has been rejected by OWNER, remove it from the site and replace it with nonDefective Work. CONTRACTOR shall bear all direct, indirect and consequential costs and damages of such correction or removal.
13.5.2 OWNER Acceptance of Defective Work - If, instead of requiring correction or removal and replacement of Defective Work, OWNER prefers to accept the WORK, OWNER may do so.
CONTRACTOR shall bear all direct, indirect and consequential costs attributable to OWNER’s evaluation of and determination to accept such Defective Work. If any such acceptance occurs prior to Final Payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the WORK, and OWNER shall be entitled to an appropriate decrease in the Contract Price, determined by OWNER and charged to CONTRACTOR through a deductive Change Order.
13.5.3 OWNER May Correct Defective Work
13.5.3.1 If CONTRACTOR after receiving written notice, from OWNER or from OWNER, or both, fails within a reasonable time as specified in the notice, to correct Defective Work or to remove and replace rejected WORK, OWNER may correct and remedy any such deficiency. If CONTRACTOR after receiving written notice from OWNER or OWNER, or both, fails within reasonable time as specified in the notice, to perform the WORK in accordance with the Contract Documents, or fails to comply with any other provision of the Contract Documents, OWNER may correct and remedy any such deficiency.
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13.5.3.2 In exercising the rights and remedies under this paragraph OWNER shall proceed expeditiously.
13.5.3.3 In connection with such corrective and remedial action, OWNER may exclude CONTRACTOR from all or part of the site, take possession of all or part of the WORK, and suspend CONTRACTOR’s services related thereto, take possession of CONTRACTOR’s tools, appliances, construction equipment and machinery at the site and incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid CONTRACTOR but which are stored elsewhere.
13.5.3.4 CONTRACTOR shall allow OWNER, Engineers, Agents and employees, OWNER’s other contractors, OWNER and OWNER access to the site to enable OWNER to exercise the rights and remedies under this paragraph.
13.5.3.5 All claims, costs, losses and damages incurred or sustained by OWNER in exercising such rights and remedies will be charged against CONTRACTOR and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the WORK, and OWNER shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, OWNER may unilaterally issue the Change Order through OWNER.
13.5.3.6 Such claims, costs, losses and damages will include but not be limited to all costs of repair or replacement of work of others destroyed or damaged by correction, removal or replacement of CONTRACTOR’s Defective Work.
13.5.3.7 CONTRACTOR shall not be allowed an extension of the Contract Time (or Milestones) because of any delay in the performance of the WORK attributable to the exercise by OWNER of OWNER’s rights and remedies hereunder.
13.6 WARRANTY AND GUARANTEE
13.6.1 General - CONTRACTOR warrants and guarantees to OWNER that all work will be in accordance with the Contract Documents and will not be defective. Prompt notice of defects known to OWNER or OWNER shall be given to CONTRACTOR. All Defective Work, whether or not in place, may be rejected, corrected or accepted as provided in this Article 13. Defective Work may be rejected even if approved by prior inspection.
13.6.2 One (1) Year Warranty Period - The warranty period shall commence when the Notice of Completion is issued, at notice of Beneficial Occupancy or at notice of Partial Utilization of the work to be warranted has been issued, or a later date if so specified in the Agreement, or mutually agreed to, and extend until one (1) year after that date or whatever longer period may be prescribed by laws or regulations or by the terms of any applicable special guarantee or specific provision of the Contract Documents.
13.6.3 Correction of Defective Work - If within the designated warranty period, or such longer period as may be required by Laws or Regulations, the WORK, or any part of the WORK, is
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discovered to be defective, CONTRACTOR shall promptly, without an adjustment in Contract Price and in accordance with OWNER’s or OWNER’s written instructions, either correct that Defective Work, or if it has been rejected by OWNER or OWNER, remove it from the site and replace it with non-Defective Work. If circumstances warrant it, including but not limited to, in an emergency, OWNER or OWNER may have the Defective Work corrected or the rejected WORK removed and replaced. In that event, CONTRACTOR shall not be allowed to recover any associated costs, and he shall reimburse OWNER for all direct, indirect and consequential costs of OWNER, and OWNER shall be entitled to an appropriate decrease in Contract Price, to withhold a set-off against amount recommended for payment, or make a claim on CONTRACTOR’s bond if CONTRACTOR has been paid in full. Where Defective Work (and damage to other WORK resulting therefrom) has been corrected, removed or replaced during the warranty period, the one (1) year warranty period with respect to such WORK will be extended for an additional period of one (1) year after such correction or removal and replacement has been satisfactorily completed.
13.6.4 Early Completion - The one (1) year warranty period will not begin until the Notice of Completion is filed. If CONTRACTOR completes the WORK or portions thereof prior to this time, he shall preserve the equipment and/or facilities by developing and implementing a preventive maintenance program in compliance with manufacturer’s recommendations to maintain the equipment and/or facilities unless OWNER has issued a notice of Beneficial Occupancy or notice of Partial Utilization for the warranted WORK. At start up, CONTRACTOR will be required to get his equipment and/or facilities ready to put into service.
13.7 EXTENDED WARRANTIES AND GUARANTEES - OWNER may at its sole discretion extend the one (1) year warranty period up to twenty-four (24) months, in which case CONTRACTOR shall maintain the warranties and guarantees. If such extension of the one (1) year warranty period causes an increase in the cost of the warranties and guarantees provided by CONTRACTOR, an adjustment in Contract Price shall be made as provided by the Contract Documents.
13.7.1 Extended Warranties and Guarantees - OWNER may extend the one (1) year Warranty period for up to twenty-four (24) additional months.
ARTICLE 14 -- PAYMENTS TO CONTRACTOR AND COMPLETION
14.1 BASIS FOR PAYMENT
14.1.1 Lump Sum Items
14.1.1.1 General - Items for which quantities are indicated as Lump Sum shall be paid for at the price indicated in the Bid. Such payment shall be full compensation for the items of WORK and all work appurtenant thereto.
14.1.1.2 Critical Path Method (“CPM”) Schedule Used For Payment - Payment for all lump sum costs and services shall be based on the value of WORK accomplished. The allocation of cost to CPM schedule activities will be utilized for payment computation.
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14.1.1.3 Critical Path Method Schedule Required - CONTRACTOR shall submit to OWNER a detailed cost loaded and manpower loaded CPM schedule, to be used as a basis for determining progress payments in accordance with the General Requirements.
14.1.2 Unit Priced Items
14.1.2.1 General - Unit price items will be paid for based on equivalent quantities installed or performed. Unless otherwise specified, quantities of WORK shall be determined from measurements or dimensions in horizontal planes. However, linear quantities of pipe, piling, fencing and timber shall be considered as being the true length measured along the longitudinal axis. Unless otherwise provided in the Specifications, volumetric quantities shall be the product of the mean area of vertical or horizontal sections and the intervening horizontal or vertical dimension. CONTRACTOR and OWNER will agree on the unit quantity to be used for payment prior to its installation or removal when possible, or immediately after installation.
14.1.2.2 Methods of Measurement - Materials and items of WORK which are to be paid for on the basis of measurement shall be measured in accordance with the methods stipulated in the particular sections involved.
14.1.2.3 Certified Weight - When payment is to be made on the basis of weight, the weighing shall be done on certified platform scales or, when approved by OWNER, on a completely automated weighing and recording system. CONTRACTOR shall furnish OWNER with duplicate licensed weighmaster’s certificates showing the actual net weights.
14.1.2.4 Units of Measurement - Measurements shall be in accordance with U.S. standard measures. A pound is an avoirdupois pound. A ton is two thousand (2,000) pounds avoirdupois.
The unit of liquid measure is the U.S. gallon.
14.2 PAYMENT
14.2.1 Wasted Or Rejected Material - Payment will not be made for materials wasted or disposed of in a manner not called for in the Contract Documents. This includes rejected material not unloaded from vehicles, material rejected after it has been placed and material placed outside of the plan lines. No compensation will be allowed for disposing of rejected or excess materials.
14.2.2 CONTRACTOR Retains Ownership - Payment shall not relieve CONTRACTOR from its obligations under the Agreement, nor shall such payment be construed to be acceptance of any of the WORK. Payment shall not be construed as the transfer of ownership of any equipment or materials to OWNER. Responsibility of ownership shall remain with CONTRACTOR who shall be obligated to store, protect, repair, replace, rebuild or otherwise restore any fully or partially completed WORK or structure for which payment has been made, or replace any materials or equipment required to be provided under the Agreement which may be damaged, lost, stolen or otherwise degraded in any way prior to final acceptance of the WORK.
14.2.3 Payment Does Not Affect Warranty - Guarantee and warranty periods shall not be affected by any payment but shall commence as specified in Article 13.6.2.
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14.2.4 Stop Notice - If, within the time fixed by law, a properly executed notice to stop payment is filed with OWNER, due to CONTRACTOR’s failure to pay for labor or materials used in the WORK, all money due for such labor or materials will be withheld from payment to CONTRACTOR in accordance with applicable laws.
14.3 APPLICATION FOR PROGRESS PAYMENT
14.3.1 Payment Due Date - CONTRACTOR shall, on the payment application date designated by OWNER, submit to OWNER for review, an Application for Payment filled out and signed by CONTRACTOR covering the WORK completed as of the date of the application and accompanied by such supporting documentation as is required by the General Requirements.
14.3.2 Payment Application Content - The Application for Payment shall identify, as a subtotal, the amount of CONTRACTOR’s total earnings to date, plus the value of materials stored at the site which have not yet been incorporated in the WORK, and less a deductive adjustment for materials previously paid. Payment for such material shall not be construed as acceptance of the material.
14.3.3 Net Payment - The net payment due CONTRACTOR shall be the above-mentioned subtotal from which shall be deducted retainage and the total amount of all previous payments made to CONTRACTOR.
14.3.4 Retention - A retention of five (5) percent of each approved progress payment will be withheld until the work is fifty (50) percent complete; then OWNER may, at its option, refund that portion of retainage held by OWNER that is in excess of five (5) percent of the total of the WORK done to date and thereafter continue to retain five (5) percent of the value of all approved progress payment requests subsequently submitted. When the Notice of Completion is issued, OWNER at its option, may refund any portion of the remaining retention.
14.3.5 Retainage From Payments - CONTRACTOR may elect to receive one hundred (100) percent of payments due under the Contract Documents from time to time, without retention of any portion of the payment by OWNER, by depositing securities of equivalent value with OWNER in accordance with the provisions of section 22300 of the Public Contract Code. Such securities, if deposited by CONTRACTOR, shall be valued by OWNER, whose decision on valuation of the securities shall be final. Securities eligible for investment under this provision shall be limited to those listed in section 16430 of the Government Code, bank or savings and loan certificates of deposit, interest-bearing demand deposit accounts, standby letters of credit or any other security mutually agreed to by CONTRACTOR and OWNER.
14.3.6 Reinstating Retention - OWNER may reinstate up to five (5) percent retention of the total of the WORK done if OWNER determines, at its discretion, that CONTRACTOR is not performing the WORK satisfactorily or there is other specific cause for such withholding.
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14.3.7 Products Stored On and Off Site - Storage and payment for material supplies and/or equipment which will be incorporated into the WORK shall be in accordance with the provisions of the General Requirements.
14.4 CONTRACTOR’S WARRANTY OF TITLE - CONTRACTOR warrants and guarantees that title to all work, materials and equipment covered by an Application for Payment, whether incorporated in the WORK or not, will pass to OWNER at the time of Final Payment free and clear of all liens.
14.5 APPLICATIONS FOR PROGRESS PAYMENT - Thirty (30) Days after presentation of undisputed and properly submitted Application for Payment, the amount will become due and when due will be paid by OWNER to CONTRACTOR.
Any payment request that is disputed or determined to be improper shall be returned to CONTRACTOR not later than seven (7) Days after receipt accompanied by documentation describing the reason(s) why the payment request is not proper.
Any progress payment not made within thirty (30) Days of an undisputed and properly submitted payment request will require OWNER to pay interest as provided by Public Contract Code section 20104.50.
14.6 REJECT PAYMENT FOR DEFECTIVE WORK - OWNER may also refuse to recommend any such payment, or, because of subsequently discovered evidence or the results of subsequent inspections or tests, nullify any such payment previously recommended, to such extent as may be necessary in OWNER’s opinion to protect OWNER from loss because:
14.6.1 The WORK is defective, or completed WORK has been damaged requiring correction or replacement,
14.6.2 The Contract Price has been reduced by written amendment or Change Order,
14.6.3 OWNER has been required to correct Defective Work or complete WORK in accordance with Article 13.
14.6.4 OWNER has actual knowledge of the occurrence of any of the events enumerated in Article
15. 14.7 REJECTION OF PAYMENT BY OWNER - OWNER may refuse to make payment of the full amount recommended by OWNER because claims have been made against OWNER on account of CONTRACTOR’s performance of the WORK or liens have been filed in connection with the WORK or there are other items entitling OWNER to a credit against the amount recommended, but OWNER must give CONTRACTOR written notice within seven (7) Days (with a copy to OWNER) stating the reasons for such action.
14.8 SUBSTANTIAL COMPLETION
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14.8.1 When CONTRACTOR considers the WORK ready for its intended use CONTRACTOR shall notify OWNER in writing that the WORK is substantially complete. CONTRACTOR shall attach to this notice a list of all work items that remain to be completed.
14.8.2 Within a reasonable time thereafter, OWNER, CONTRACTOR and OWNER shall make an inspection of the WORK to determine the status of completion.
14.8.3 If OWNER does not consider the WORK substantially complete, or the list of remaining work items to be comprehensive, OWNER will notify CONTRACTOR in writing giving the reasons therefore.
14.8.4 If OWNER considers the WORK substantially complete, OWNER will prepare and deliver to OWNER a notice of Substantial Completion, which shall fix the date of Substantial Completion.
There shall be attached to the certificate a tentative list of items to be completed or corrected before Final Payment. At the time of delivery of the notice of Substantial Completion, OWNER will deliver to OWNER and CONTRACTOR a written recommendation as to division of responsibilities pending Final Payment between OWNER and CONTRACTOR with respect to security, operation, Safety, maintenance, heat, utilities, insurance and warranties and guarantees.
14.8.5 OWNER shall have the right to exclude CONTRACTOR from the WORK after the date of Substantial Completion, but OWNER shall allow CONTRACTOR reasonable access to complete or correct items on the list of remaining WORK items, or for warranty work.
14.9 PARTIAL UTILIZATION AND BENEFICIAL OCCUPANCY
14.9.1 Partial Utilization - OWNER shall have the right to utilize or place into service any item of equipment or other usable portion of the WORK which is substantially complete prior to completion of all of the WORK. Whenever OWNER plans to exercise said right, CONTRACTOR will be notified in writing with a notice of Partial Utilization signed by OWNER identifying the specific portion or portions of the WORK to be so utilized or otherwise placed into service.
Liquidated damages will not be affected.
14.9.2 Beneficial Occupancy - OWNER shall have the right to take control of the entire WORK if it is substantially completed. Whenever OWNER plans to exercise said right CONTRACTOR will be notified in writing with a notice of Beneficial Occupancy. Such use by OWNER will terminate liquidated damages.
14.9.3 Responsibility For Care and Maintenance - It shall be understood by CONTRACTOR that until Beneficial Occupancy or Partial Utilization notices are issued or start up begins, all responsibility for care and maintenance of all of the WORK shall be the responsibility of CONTRACTOR. Upon issuance of said written notice of Beneficial Occupancy or notice of Partial Utilization, OWNER will accept responsibility for the protection and maintenance of all such items or portions of the WORK described in the written notice.
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14.9.4 CONTRACTOR Responsible For Completion - CONTRACTOR shall retain full responsibility for satisfactory completion of the WORK, regardless of whether a portion thereof has been partially utilized by OWNER.
14.10 FINAL INSPECTION - Upon written notice from CONTRACTOR that the entire WORK or an agreed portion thereof is complete, OWNER will make a final inspection with OWNER and CONTRACTOR and will notify CONTRACTOR in writing of all particulars in which this inspection reveals that the WORK is incomplete or defective. CONTRACTOR shall immediately take such measures as are necessary to complete such WORK or remedy such deficiencies.
14.11 FINAL APPLICATION FOR PAYMENT - After CONTRACTOR has completed all of the remaining work items referred to in Article 14, removed all temporary structures and utilities, cleared the site, delivered all maintenance and operating instructions, schedules, guarantees, Bonds, certificates of inspection, marked-up record documents and other documents, all as required by the Contract Documents, and after OWNER has indicated that the WORK is acceptable, CONTRACTOR may make application for Final Payment following the procedure for progress payments. The final Application for Payment shall be accompanied by all documentation called for in the Contract Documents, together with complete and legally effective releases or waivers satisfactory to OWNER of all liens arising out of or filed in connection with the WORK.
If CONTRACTOR has specific claims outstanding he shall restate these claims by stating the nature of the claim, the basis for entitlement and the estimated value of the claim. CONTRACTOR shall specifically release OWNER from any other claims not renewed.
14.12 FINAL PAYMENT AND ACCEPTANCE
14.12.1 If, on the basis of OWNER’s observation of the WORK during construction and final inspection, and OWNER’s review of the final Application for Payment and accompanying documentation, all as required by the Contract Documents, OWNER is satisfied that the WORK has been completed and CONTRACTOR’s other obligations under the Contract Documents have been fulfilled, OWNER will, within fourteen (14) Days after receipt of the final Application for Payment, indicate in writing OWNER’s recommendation of payment and present the Application for Payment to OWNER for payment. OWNER will also prepare a Notice of Completion.
14.12.2 After acceptance of the WORK by OWNER, OWNER will make Final Payment to CONTRACTOR of the amount remaining after deducting all prior payments and all amounts to be kept or retained under the provisions of the Contract Documents. OWNER will sign the Notice of Completion and file the Notice of Completion with the County Recorder.
14.13 LIQUIDATED DAMAGES
14.13.1 - Failure of CONTRACTOR to complete the WORK within the time allowed will result in damages being sustained by OWNER. For each consecutive calendar Day in excess of the time specified for completion of the WORK, CONTRACTOR shall pay to OWNER, or have withheld from monies due it, the sum provided for in the Contract Documents.
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14.13.2 Execution of the Agreement shall constitute agreement by OWNER and CONTRACTOR that specified liquidated damages is the minimum value of the costs and actual damage caused by failure of CONTRACTOR to complete the WORK within the allotted time; that such sum is liquidated damages and shall not be construed as a penalty, and that such sum will be deducted from Final Payment due CONTRACTOR if such delay in completion occurs.
14.14 PARTIAL RELEASE OF RETENTION AT SUBSTANTIAL COMPLETION - If, through no fault of CONTRACTOR, final completion of the WORK is significantly delayed and if OWNER so confirms, OWNER shall, upon receipt of CONTRACTOR’s final Application for Payment and recommendation of OWNER, and without terminating the Agreement, make payment of the balance due for that portion of the WORK fully completed and accepted. If the remaining balance to be held by OWNER for WORK not fully completed or corrected is less than the retainage stipulated in the Agreement, and if Bonds have been furnished as required in Article 5, the written consent of the surety to the payment of the balance due for that portion of the WORK fully completed and accepted shall be submitted by CONTRACTOR to OWNER with the Application for such payment. Such payment shall be made under the terms and conditions governing Final Payment, except that it shall not constitute a waiver of claims.
14.15 WAIVER OF CLAIMS - The making and acceptance of Final Payment will constitute:
14.15.1 OWNER - A waiver of all claims by OWNER against CONTRACTOR, except claims arising from unsettled liens, from Defective Work appearing after final inspection pursuant to Article 14, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from CONTRACTOR’s continuing obligations under the Contract Documents; and
14.15.2 CONTRACTOR - A waiver of all claims by CONTRACTOR against OWNER other than those previously made in writing and still unsettled and specifically renewed in the Application for Payment.
14.16 RELEASE OF RETAINAGE AND OTHER DEDUCTIONS - After executing the necessary documents to initiate the lien period, and not more than thirty-five (35) Days thereafter (based on a thirty (30) Day lien filing period and five (5) Day processing time), OWNER will release to CONTRACTOR the retainage funds withheld pursuant to the Agreement, less any deductions to cover pending third-party claims and liquidated damages against CONTRACTOR.
14.17 CONTRACTOR’S CONTINUING OBLIGATION - CONTRACTOR’s obligation to perform and complete the WORK in accordance with the Contract Documents shall be absolute.
Neither recommendation of any progress or Final Payment by OWNER, nor the issuance of a Notice of Completion, nor any payment by OWNER to CONTRACTOR under the Contract Documents, nor any use or occupancy of the WORK or any part thereof by OWNER, nor any act of acceptance by OWNER nor any failure to do so, nor any review of a Shop Drawing or sample submittal, will constitute an acceptance of work not in accordance with the Contract Documents or a release of CONTRACTOR’s obligation to perform the WORK in accordance with the Contract Documents.
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14.18 TERMINATION OF LIABILITY OF OWNER - The acceptance by CONTRACTOR of final payment referred to in Article 14 herein, shall be a release of OWNER and OWNER from all claims of liability to CONTRACTOR for anything done or furnished for, or relating to, the WORK or for any act or neglect of OWNER or of any person relating to or affecting the WORK, except demands against OWNER for the remainder, if any, of the amounts kept or retained under the provisions of Article 14 herein; and excepting pending, unresolved claims renewed with the final Application for Payment.
ARTICLE 15 -- SUSPENSION OF WORK AND TERMINATION
15.1 SUSPENSION OF WORK BY OWNER - OWNER, acting through OWNER, may, at any time and without cause, suspend the WORK or any portion thereof for a period of not more than ninety (90) Days by notice in writing to CONTRACTOR. CONTRACTOR shall resume the WORK on receipt from OWNER of a notice of resumption of WORK. CONTRACTOR may submit a request for a change in the Contract Price or of the Contract Time, or both, directly attributable to the suspension as provided in Articles 11 and 12.
15.2 ARCHAEOLOGICAL AND PALEONTOLOGICAL DISCOVERIES
15.2.1 If a discovery is made of an archaeological or paleontological interest, CONTRACTOR shall immediately cease operations in the area of the discovery and shall not continue until ordered by OWNER. This suspension of work may exceed the ninety (90) Day limit without creating a CONTRACTOR right to terminate the Agreement. When resumed, operations within the area of the discovery shall be as directed by OWNER.
15.2.2 Discoveries which may be encountered may include, but not be limited to, dwelling sites, stone implements or other artifacts, animal bones, human bones, fossils or any item with culturally significance.
15.2.3 CONTRACTOR shall be entitled to an extension of time and compensation in accordance with the provisions of the Contract Documents.
15.3 TERMINATION OF AGREEMENT BY OWNER FOR CAUSE
15.3.1 In the event of default by CONTRACTOR, OWNER shall give fourteen (14) Days written notice to CONTRACTOR of OWNER’s intent to terminate the Agreement and provide CONTRACTOR opportunity to remedy the conditions constituting the default.
15.3.2 CONTRACTOR Default - It shall be considered a default by CONTRACTOR when CONTRACTOR:
15.3.2.1 Declares bankruptcy, becomes insolvent, assigns its assets for the benefit of its creditors, or is unable to pay debts as they become due;
15.3.2.2 Fails to provide materials or workmanship meeting the requirements of the Contract Documents, and fails to correct the Defective Work as required by Article 13;
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15.3.2.3 Disregards or violates provisions of the Contract Documents or OWNER’s instructions;
15.3.2.4 Fails to prosecute the WORK according to the approved progress schedule;
15.3.2.5 Fails to provide a qualified superintendent, competent workers or materials or equipment meeting the requirements of the Contract Documents;
15.3.2.6 Fails to maintain license or insurance.
15.3.3 If CONTRACTOR fails to remedy the conditions constituting default within the time allowed, OWNER may then issue the notice of termination.
15.3.4 In the event the Agreement is terminated in accordance with Article 15, OWNER may take possession of the WORK and may complete the WORK by whatever method or means OWNER may select. The cost of completing the WORK shall be deducted from the balance which would have been due CONTRACTOR had the Agreement not been terminated and the WORK completed in accordance with the Contract Documents. If such cost exceeds the balance which would have been due, CONTRACTOR shall pay the excess amount to OWNER. If such cost is less than the balance which would have been due, CONTRACTOR shall not have claim to the difference.
15.4 RIGHTS OF OWNER PRESERVED - Where CONTRACTOR’s services have been so terminated by OWNER, the termination will not affect any rights or remedies of OWNER against CONTRACTOR then existing or which may thereafter accrue. Any retention or payment of monies due CONTRACTOR by OWNER will not release CONTRACTOR from liability.
15.5 TERMINATION BY OWNER FOR JUST CAUSE - OWNER may terminate the Contract for just cause at its own discretion or when conditions encountered during the WORK make it impossible or impractical to proceed, or when OWNER is prevented from proceeding with the Agreement by act of God, by law or by official action of a public authority.
15.5.1 Termination for Convenience of OWNER
15.5.1.1 Termination of CONTRACTOR’s Performance of WORK - OWNER may terminate, subject to the express terms and conditions set forth below, CONTRACTOR’s performance of work under this Agreement, in whole or, from time to time, in part, if OWNER’s City Council does not appropriate sufficient monies to fund the Agreement. The City Manager shall terminate on behalf of OWNER by delivering to CONTRACTOR a notice of termination, in writing, specifying the extent of termination and the effective date
15.5.1.2 Notice of Termination - After receipt of the notice of termination, and except as otherwise directed by OWNER’s City Manager, CONTRACTOR shall immediately proceed as follows:
15.5.1.2.1 Stop WORK immediately or as specified in the notice;
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15.5.1.2.2 Immediately place no further subcontracts for materials, services or facilities, except as necessary to complete any authorized, continued portion of the Agreement;
15.5.1.2.3 Immediately terminate all subcontracts to the extent they relate to the WORK terminated;
15.5.1.2.4 With approval by OWNER’s City Manager, settle all outstanding obligations arising from the termination of subcontracts, the approval of which will be final for purposes of this clause;
15.5.1.2.5 As directed by OWNER’s City Manager, transfer the title and deliver to OWNER, completed or partially completed drawings, plans, calculations, Specifications and any other documents and records that, if the Agreement has been completed, would be required to be furnished to OWNER;
15.5.1.2.6 Complete performance of the WORK not terminated;
15.5.1.2.7 Take any action that may be necessary, or that OWNER’s City Manager may direct, for the protection and preservation of the property related to the Contract Documents that is in the possession of CONTRACTOR and in which OWNER has or may acquire an interest.
15.5.1.3 Removal of CITY Property - CONTRACTOR may request OWNER to remove OWNER’s property or enter into an agreement for its storage. Within sixty (60) Days, OWNER will accept title of property and remove it or enter into a storage agreement.
15.5.1.4 Termination Settlement - After termination, CONTRACTOR shall submit a final termination settlement proposal to OWNER’s City Manager in the form and with the certification prescribed by OWNER’s City Manager. CONTRACTOR shall submit the proposal promptly, but not later than six (6) months from the effective date of termination, unless extended in writing, by OWNER’s City Manager upon written request of CONTRACTOR within this six (6) month period. However, if OWNER’s City Manager determines that the facts justify it, a termination settlement proposal may be received and acted on after six (6) months or any extension. If CONTRACTOR fails to submit the proposal within the time allowed, OWNER may, in good faith, determine, on the basis of information available, the fair and reasonable amount, if any, due CONTRACTOR as a result of the termination and pay the amount determined. If CONTRACTOR does not agree that the amount determined by OWNER’s City Manager is fair and reasonable, and if CONTRACTOR gives notice of such disagreement to OWNER in accordance with this paragraph of the Agreement within thirty (30) Days of receipt of payment, then the amount due shall be as fixed in a court of law.
15.5.1.5 Payment for CONTRACTOR Due to Termination - Subject to the above paragraph, CONTRACTOR and OWNER’s City Manager may agree upon the whole or any part of the amount to be paid because of the termination. The amount may include a reasonable allowance for profit on work done. However, the agreed amount, exclusive of costs shown in Paragraph
15.5.1.6.3 below, may not exceed the total dollar amount authorized by OWNER as reduced by (1) the amount of payments previously made; and (2) the Contract Price of work not terminated.
The Contract Documents shall be amended, and CONTRACTOR paid the agreed amount. The
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paragraph below shall not limit, restrict or affect the amount that may be agreed upon to be paid under this paragraph.
15.5.1.6 Failure to Agree on Payment - If CONTRACTOR and OWNER fail to agree on the whole amount to be paid because of the termination of WORK, OWNER shall pay CONTRACTOR the fair and reasonable amounts determined in good faith by OWNER as follows, but without duplication of any amounts agreed above:
15.5.1.6.1 The Contract Price for completed services accepted by OWNER not previously paid for, adjusted for any saving of freight and other charges.
15.5.1.6.2 The total of:
15.5.1.6.2.1 The costs incurred in the performance of the WORK terminated, including initial costs and preparatory expense allocable thereto, but excluding any costs’ attributable to services paid or to be paid under Paragraph 15.5.1.6;
15.5.1.6.2.2 The fair and reasonable cost of settling and paying termination settlement proposals under terminated subcontracts that are properly chargeable to the terminated portion of the Agreement if not included in paragraph above; and
15.5.1.6.2.3 A sum, as profit on the above paragraph determined by OWNER’s City Manager to be fair and reasonable under the circumstances; however, if it appears that CONTRACTOR would have sustained a loss on the entire Agreement had it been completed, OWNER shall allow no profit under this paragraph and shall reduce the settlement to reflect the indicated rate of loss.
15.5.1.6.3 The reasonable costs of settlement of the WORK terminated, including:
15.5.1.6.3.1 Accounting, legal, clerical and other expenses reasonably necessary for the preparation of termination of settlement proposals and supporting data;
15.5.1.6.3.2 The termination and settlement of subcontracts (excluding the amounts of such settlements); and
15.5.1.6.3.3 Storage, transportation and other costs incurred, reasonable necessary for the preservation, protection or disposition of property in which OWNER has or may acquire an interest.
15.5.1.7 Dispute of Payment - If CONTRACTOR does not agree that the amount determined by OWNER’s City Manager under the paragraph above is fair and reasonable and if CONTRACTOR gives notice of such disagreement to OWNER in accordance with Paragraph 15.5.1.4 of this Contract within thirty (30) Days of receipt of payment, then the amount due shall be as determined in a court of law.
15.5.1.8 Payment for Property Destroyed, Lost Stolen or Damaged - Except to the extent that OWNER expressly assumed the risk of loss, OWNER’s City Manager shall exclude from the
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amounts payable to CONTRACTOR under Paragraph 15.5.1.6 above, the fair value, as determined by OWNER’s City Manager, of property that is destroyed, lost, stolen or damaged so as to become undeliverable to OWNER.
15.5.1.9 Determination of Amount Due CONTRACTOR - In arriving at the amount due CONTRACTOR under this clause, there shall be deducted:
15.5.1.9.1 All unliquidated advance or other payments to CONTRACTOR under the terminated portion of this Agreement;
15.5.1.9.2 Any claim which OWNER has against CONTRACTOR under this Agreement; and
15.5.1.9.3 The agreed price for, or the proceeds of sale of, materials, supplies or other things acquired by CONTRACTOR or sold under the provisions of this clause and not recovered by or credited to OWNER.
15.5.2 Partial Termination - If the termination is partial, CONTRACTOR may file a proposal with OWNER’s City Manager for an equitable adjustment of the price(s) of the continued portion of the Agreement. OWNER shall make any equitable adjustment agreed upon. Any proposal by CONTRACTOR for an equitable adjustment under this clause shall be requested within ninety (90) Days from the effective date of termination unless extended, in writing, by OWNER’s City Manager.
15.5.2.1 Partial Termination Payment - OWNER may, under the terms and conditions it prescribes, make partial payment and payments against costs incurred by CONTRACTOR for the terminated portion of the Agreement if OWNER’s City Manager believes the total of these payments will not exceed the amount to which CONTRACTOR will be entitled. If the total payments exceed amount finally determined to be due, CONTRACTOR shall repay the excess to OWNER upon demand, together with interest. Interest shall be at a rate of six (6) percent per annum compounded daily and shall be computed for the period from the date the excess payment is received by CONTRACTOR to the date the excess is repaid. Interest shall not be charged on any excess payment due to a reduction in CONTRACTOR’s termination settlement proposal because of retention or disposition, or a later date determined by OWNER’s City Manager because of the circumstances.
15.5.5.3 Records and Documents Relating to Termination - Unless otherwise provided in the Agreement or by statute, CONTRACTOR shall maintain all records and documents relating to the terminated portion of this Agreement for three (3) years after final settlement. This includes all books and other evidence bearing on CONTRACTOR’s costs and expenses under this Agreement.
CONTRACTOR shall make these records and documents available to OWNER, at CONTRACTOR’s office, at all reasonable times, without any direct charge. If approved by OWNER’s City Manager, photographs, microphotographs or other authentic reproductions may be maintained instead of original records and documents.
15.6 TERMINATION OF AGREEMENT BY CONTRACTOR - CONTRACTOR may terminate the Agreement upon ten (10) Days written notice to OWNER, whenever:
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15.6.1 the WORK has been suspended under the provisions of Article 15, for more than ninety (90) consecutive Days through no fault or negligence of CONTRACTOR, and notice to resume work or to terminate the Agreement has not been received from OWNER within this time period; or,
15.6.2 OWNER should fail to pay CONTRACTOR any monies due him in accordance with the terms of the Contract Documents and within ninety (90) Days after presentation to OWNER by CONTRACTOR of a request therefor, unless within said ten (10) Day period OWNER shall have remedied the condition upon which the payment delay was based.
15.6.3 In the event of such termination, CONTRACTOR shall have no claims against OWNER except for those claims specifically enumerated in Article 15, herein, and as determined in accordance with the requirements of said paragraph.
ARTICLE 16 - DISPUTES
16.1 GENERAL - All claims, counterclaims, disputes and other matters in question arising under, or relating to, the Contract Documents and/or the breach thereof shall be processed in accordance with the provisions of this Article and are subject to audit by OWNER’s internal audit staff in accordance with Article 17.
16.2 REQUESTS FOR CHANGE
16.2.1 CONTRACTOR’s Right To Request a Change - In accordance with Articles 11 and 12, CONTRACTOR may request a change in the Contract Price or an extension of the Contract Time.
Such a request shall be in writing, and shall be delivered to OWNER within the time periods outlined in Articles 11 and 12.
16.2.2 Initial Determination - OWNER shall make an initial determination on CONTRACTOR’s request in writing, within twenty (20) working Days of receipt of the requested supporting data.
16.2.3 CONTRACTOR Appeal and Claim - Should CONTRACTOR disagree with OWNER’s initial determination, CONTRACTOR may file a Claim requesting a final determination from OWNER. Such a request shall be in writing, and shall be delivered within twenty (20) working Days after receipt of OWNER’s initial determination, and after certifying his Claim in accordance with Paragraph 16.3.
16.2.4 Waiver Of Rights - Failure of CONTRACTOR to notify OWNER and deliver supporting data in accordance with the time periods outlined above or failure to respond to OWNER’s initial determination within the time period outlined in this paragraph, shall be deemed to be a waiver of objection or right to further Claim of this matter.
16.3 CLAIMS
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16.3.1 Definition of Claim - A Claim means a written demand by CONTRACTOR seeking an adjustment in Contract Price and payment of monies so due, an extension or shortening in Contract Time, or other relief arising under or relating to the Agreement following denial of CONTRACTOR’s request for an OWNER’s initial determination. A written demand by CONTRACTOR seeking the payment of money or an extension of time is not a Claim under this Article until certified as required below. A voucher, invoice or other routine Application for Payment that is not in dispute when submitted, is not a Claim under this Article.
16.3.2 Claim Arising Under The Agreement - A Claim arising under the Agreement, unlike a Claim relating to the Agreement, is a Claim that can be resolved under an Agreement provision that provides for or excludes the relief sought by the claimant. Such Claims shall be resolved under the applicable provisions of the Agreement.
16.3.3 Period Of Claim - For any Claim under this Article to be valid, it shall be based upon written notice delivered by CONTRACTOR to OWNER promptly, but in no event later than twenty (20) working Days, after receipt of OWNER’s initial determination as outlined in Paragraph 16.2. The responsibility to substantiate Claims shall rest with the party making the Claim.
16.3.4 Claim Certification Requirements - For all CONTRACTOR Claims seeking an increase in Contract Price or Contact Time, CONTRACTOR shall submit with the Claim an affidavit certifying that:
16.3.4.1 Claim Made In Good Faith - The Claim is made in good faith, and the amount claimed accurately reflects the adjustments in Contract Price or Contract Time for which CONTRACTOR believes OWNER is liable, and covers all direct, supplemental, indirect, consequential, serial and cumulative costs and delays to which CONTRACTOR is entitled as a result of the occurrence of the claimed event;
16.3.4.2 Cost And Pricing Data - Supporting cost and pricing data are current, accurate, complete and represent the best of CONTRACTOR’s knowledge and belief; and,
16.3.4.3 CONTRACTOR’s Agent - If CONTRACTOR is an individual, the affidavit shall be executed by that individual; if CONTRACTOR is not an individual, the affidavit shall be executed by a senior company official in charge at CONTRACTOR’s plant or location involved or a responsible officer or general partner of CONTRACTOR.
16.3.5 Progress Schedule Analysis - All Claims for time shall be supported by an analysis of the CPM Progress Schedule detailing the impact of the claimed work on specific impacted schedule activities.
16.4 CLAIM RESOLUTION PROCESS
explain his Claim to OWNER. If a settlement agreement cannot be reached, OWNER will proceed to make his written determination.
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Notwithstanding anything to the contrary, the following provisions shall apply regarding claims:
As set out in Public Contract Code Section 9204 this provision shall apply to any claim by a contractor in connection with a public works project.
(c) For purposes of this section:
(1) “Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project. (B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the public entity. (2) “Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project. (3) (A) “Public entity” means the City of El Centro.
(4) “Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. (5) “Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor. (d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply.
(2) (A) If the claimant disputes the public entity’s written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt
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requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute.
(B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section.
(C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation.
Any mediation utilized shall conform to the timeframes in this section. (D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. (E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. (4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so.
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(e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section. (f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section.
(h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.
16.5 VENUE
16.5.1 State of California - CONTRACTOR, and any Subcontractor, Supplier and any other person or organization performing any part of WORK, agree that each of them will waive jurisdiction and venue and shall submit to the jurisdiction of the courts of the State of California, regardless of residence or domicile, with respect to any actions or suits at law or in equity arising under or related to the bidding, award or performance of the WORK.
16.5.2 County Where OWNER’s Headquarters Located - CONTRACTOR, Subcontractor, Supplier or any other person or organization shall not commence any action, other than those in the State of California in the county where OWNER’s Headquarters are located, against OWNER and OWNER or any of their consultants, and/or any of their respective directors, officers, employees, representatives or agents, with regard to any matter whatsoever arising out of or relating to the validity, construction, interpretation or reinforcement of the Agreement.
ARTICLE 17 -- MISCELLANEOUS
17.1 GIVING NOTICE - Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice.
17.2 CUMULATIVE REMEDIES - The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto, and, in particular but without limitation, the warranties, guarantees and obligations imposed upon CONTRACTOR by the General Conditions and all of the rights and remedies available to OWNER and OWNER thereunder are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by laws or regulations, by special warranty or guarantee or by other provisions of the Contract Documents, and the provisions of this paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right and remedy to which they apply.
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17.3 PROFESSIONAL FEES AND COURT COSTS INCLUDED - Whenever reference is made to claims, costs, losses and damages, it shall include in each case, but not be limited to, all fees and charges of engineers, architects and other professionals and all court or arbitration or other dispute resolution costs. Attorneys’ fees are specifically excluded and shall be the responsibility of each party.
17.4 RIGHT TO AUDIT
17.4.1 Owner’s Right - If CONTRACTOR submits a Claim or a time and material Change Order to OWNER for additional compensation, OWNER shall have the right, as a condition to considering the Claim, and as a basis for evaluation of the Claim, and until the Claim has been settled, to audit CONTRACTOR’s books to the extent they are relevant.
17.4.2 Right Includes - This right shall include the right to examine books, records, documents and other evidence and accounting procedures and practices, sufficient to discover and verify all direct and indirect costs of whatever nature claimed to have been incurred or anticipated to be incurred and for which the claim has been submitted.
17.4.3 Right To Inspect Plans - The right to audit shall include the right to inspect CONTRACTOR’s plans, or such parts thereof, as may be or have been engaged in the performance of the WORK.
17.4.4 CONTRACTOR further agrees that the right to audit encompasses all subcontracts and is binding upon Subcontractors. The rights to examine and inspect herein provided for shall be exercisable through such representatives as OWNER deems desirable during CONTRACTOR’s normal business hours at the office of CONTRACTOR.
17.4.5 Accounting Records - CONTRACTOR shall make available to OWNER for auditing, all relevant accounting records and documents, and other financial data, and upon request, shall submit true copies of requested records to OWNER.
17.5 ALL LEGAL PROVISIONS INCLUDED - All provisions of law required to be inserted in the Agreement or Contract Documents shall be and are inserted herein. If through mistake, neglect, oversight or otherwise, any such provision is not herein inserted or inserted in improper form, upon the application of either party, the Agreement or Contract Documents shall be changed by OWNER, at no increase in Contract Price or extension in Contract Time, so as to strictly comply with the law and without prejudice to the rights of either party hereunder.
17.6 NO CONFLICT WITH LAWS OR REGULATIONS
17.6.1 The duties, obligations, criteria or procedure imposed by these General Conditions and the rights and remedies made available are in addition to, and are not to be construed in any way as a limitation of any rights and remedies available to any or all of them which are otherwise imposed or available by laws or regulations, except that in the event that a specific part or detailed requirement of a provision, criterion or procedure in these General Conditions and a specific part
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or detailed requirement of a provision, criterion or procedure imposed or available by laws or regulations are in conflict, the specific part or detailed requirement of such provision, criterion or procedure imposed or available by laws or regulations in conflict shall govern. All other specific parts or detailed requirements in the provisions, criteria or procedures of the applicable laws or regulations and these General Conditions not in conflict shall remain in full force and effect and be read with the controlling specific part or detailed requirement.
17.6.2 The provisions of paragraph 17.6 will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right and remedy to which they apply.
- END OF GENERAL CONDITIONS –
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SUPPLEMENTARY GENERAL CONDITIONS
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SUPPLEMENTARY GENERAL CONDITIONS
GENERAL
These Supplementary General Conditions make additions, deletions or revisions to the General Conditions as indicated herein. All provisions which are not so added, deleted or revised remain in full force and effect. Terms used in these Supplementary General Conditions which are defined in the General Conditions have the meanings assigned to them in the General Conditions.
SGC-1 DEFINITIONS
Apparent Low Bidder - The Bidder whose Bid, having been publicly opened and read aloud, meets all the material requirements of the Bidding Documents, OWNER deems responsible in accordance with the OWNER’s municipal code, and whose Bid price is the lowest received.
SGC-5.1 PERFORMANCE AND OTHER BOND AMOUNTS
CONTRACTOR shall furnish a satisfactory Performance Bond in the amount of one hundred (100) percent of the Contract Price and a satisfactory Payment Bond in the amount of one hundred (100) percent of the Contract Price.
SGC-5.2.2 CONTRACTOR shall provide the types and amounts of insurance as set out in the Agreement:
SGC-5.2.3 CONTRACTOR shall provide the indemnification set out in the Agreement.
SGC-6.18 SAFETY
SGC-6.18.3 CONTRACTOR shall provide a qualified on-site health and Safety representative, accepted by OWNER, with the authority to enforce all of the Safety requirements of CONTRACTOR’s health and Safety program, including implementation of CONTRACTOR’s injury and illness prevention program. OWNER will make a risk-based decision as to the qualification level of CONTRACTOR’s Safety representative. During periods of active construction (i.e., excluding weekends, weather delays or other periods of work inactivity), CONTRACTOR must have a designated representative on the construction worksite who is knowledgeable of the Project’s hazards and has full authority to act on behalf of CONTRACTOR. CONTRACTOR’s designated representative must make frequent and regular inspections of the construction worksite to identify and correct any instances of noncompliance with the Project health and Safety requirements.
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SGC-6.5 SUBCONTRACT LIMITATIONS
In addition to the provisions of Paragraph 6.5 of the General Conditions, CONTRACTOR shall perform not less than twenty (20) percent of the WORK with its own forces (i.e., without subcontracting). The twenty (20) percent requirement shall be understood to refer to the WORK, the value of which totals not less than twenty (20) percent of the Contract Price.
SGC-11.3.4 EQUIPMENT RENTAL RATES
CONTRACTOR will be paid for the use of equipment at the rental rate listed for such equipment specified in the current edition of the following reference publication:
A. “Rental Rate Blue Book” as published by Dataquest (a company of the Dunn and Bradstreet Corporation), 1290 Ridder Park Drive, San Jose, CA 95131, telephone number (408) 437-8000 or outside of California (800) 669-3282
SGC-12.5 INCLEMENT WEATHER DELAYS
CONTRACTOR’s construction schedule shall be based upon the inclusion of five (5) Days of inclement weather delays.
An inclement weather delay is defined as a delay caused by inclement weather which prevents CONTRACTOR from working on the controlling item in CONTRACTOR’s construction schedule. Should CONTRACTOR experience inclement weather delays over the course of contract duration in excess of the number of Days outlined above, CONTRACTOR shall be granted a time extension in accordance with the provisions outlined in Article 12 of the General Conditions. The time extension shall be based on the number of inclement weather Days in excess of the number of Days outlined above.
SGC-14.13 LIQUIDATED DAMAGES
SGC-14.13.3 OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the WORK is not completed within the time specified in Article 2 herein, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the WORK is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) CONTRACTOR shall pay one thousand dollars ($1,000) for every working Day that expires in excess of the time specified for final completion of the WORK.
END OF SUPPLEMENTARY GENERAL CONDITIONS
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SPECIFICATIONS
1.01 STANDARD SPECIFICATIONS
Unless indicated otherwise, the work embraced herein shall be done in accordance with the appropriate provisions of construction details as shown in the specifications entitled “GREEN BOOK Standard Specifications for Public Works Construction,” the 2021 edition, insofar as the same may apply, which specifications are hereinafter referred to as the Standard Specifications and in accordance with the following provisions:
Class II base and Conventional Asphalt shall comply with Caltrans Standard Specifications, latest edition.
In case of conflict between the Standard Specifications and these General Conditions and Specifications, the General Conditions and Specifications shall take precedence over and be used in lieu of such conflicting portions.
1.02 SCOPE OF WORK
The work shall include grinding of existing asphalt concrete pavement, installation of conventionalasphalt concrete, minor aggregate base, monument preservation, utility cover adjustments and traffic control as described in Chapter 5 of the Caltrans Traffic Manual and the latest edition of Manual of Uniform Traffic Control Devices (“California MUTCD”).
END OF SPECIFICATIONS
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Packet Pg. 167 Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- SP- 1
SPECIAL PROVISIONS
1. ORDER OF WORK
Prior to commencement of any work on the project, a preconstruction conference will be held for the purpose of review and discussion of progress schedule and construction procedures. At the discretion of the Director of Public Works, periodic meetings involving project personnel (the Contractor, utility and others) will be held for the purpose of coordinating project activities.
2. STARTING AND COMPLETION OF WORK
The work called for in these contract documents shall commence within (10) calendar days after that date set out in the Notice to Proceed issued by the City, and shall be diligently pursued to completion within Forty Five (45) Calendar days of said date.
3. FAILURE TO COMPLETE ON TIME AND LIQUIDATED DAMAGES
(See General Conditions 1-19) It is agreed by the parties to the Contract that in case of all work called for under the Contract is not completed before or upon the expiration of the time limits set forth in these Special Provisions, damages will be sustained by the City and that it will be impracticable to determine the actual damage by which the City will sustain in the event of and by reason of such delay and it is therefore agreed that the Contractor will pay to the City the sum of one thousand dollars ($1,000) per calendar day for each and every days delay beyond the time prescribed to complete the work.
4. MAINTAINING TRAFFIC
Personal vehicles of the Contractor’s employees shall not be parked on the traveled way at any time, including any section closed to public traffic.
The Contractor shall make every effort to keep driveways open during working hours. After working hours, all driveways shall be accessible and safe. The payment for item shall be included in the bid price for the applicable item of work for which traffic control is performed.
The Contractor shall investigate and determine the extent of traffic control for the various areas of work.
Site specific traffic control plans have been provided for area which involve Caltrans involvement. It shall be the Contractor's responsibility to provide traffic control plans and/or typical MUTCD applications which can be implemented for the various areas of work for City approval. As such, it shall be the Contractor's responsibility to implement the approved traffic control plans. The Contractor shall submit traffic warning signs, barricades, traffic control devices and all other items to the City Engineer or his representatives for approval during the submittal process prior to implementing traffic control at the project sites. Contractor shall purchase or rent and maintain traffic warning signs, barricades, flagmen, and other traffic control devices as required and to maintain traffic flow, as required by the City of El Centro, and State of California Transportation Department over the roadways in the work area. The cost
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for this work shall be included in the submitted bid. No additional compensation or time extension will be provided for traffic control.
5. NOTICE AND POSTING REQUIREMENTS
The Contractor shall post and remove temporary “No Parking” signs as needed. Signs shall be in place for at least two (2) business days in advance of commencing of work. Signs may be attached to existing poles, or any available support that may exist in the public right-of-way or the Contractor may furnish sign supports as may be necessary.
Multiple notices shall be delivered and hung on door handles of each residence and to each business affected by the construction. The format and content of the notices shall be submitted to the City for approval at least two (2) weeks prior to use. Notices will be required as follows:
1) A general notice in all cases will be required two (2) weeks in advance of work, describing the sequence of activities that will affect parking and access to properties, to be delivered two (2) weeks prior to construction. This notice will generally addressing parking and access for street resurfacing with further details to follow on subsequent notices, except detailed information will
6. CONSTRUCTION AREA SIGNS
The Contractor shall furnish, install, maintain and remove all construction area signs in conformance with the plans and Sections 12-3.06 of the Standard Specifications.
7. STREET GEOTECHNICAL TESTING REQUIREMENTS
Along with the testing required in the City’s QAP, the Contractor shall provide the services of an independent Geotechnical Consultant approved by the Construction Manager to perform the required testing specified within the contents of the plans and specifications. The cost for the Geotechnical Testing shall be borne by the Contractor. A copy of all tests shall be forwarded to the Construction Manager within four (4) days after the testing is complete.
A. A compaction test for the Class 2 Base shall be required for each residential, commercial or alley driveway entrance.
C. A compaction test for the Class 2 Base installed beyond each driveway, alley entrance and sidewalk shall be obtained.
D. A compaction test for the Class 2 Base subgrade material shall be required for every 1,000 square feet of Class 2 Base surface street area.
E. A compaction test for the Reclaimed Silty Sand Subbase material shall be required for every 1,000 square feet of silty sand surface area.
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E. An extraction/gradation test shall be completed from an A.C. pavement sample obtained by the geotechnical consultant representative each morning pavement operations occur.
F. A compaction test for the A.C. pavement shall be required for every 2,000 square feet of A.C. street surface area.
G. A.C. pavement density testing shall be conducted on a continuous basis by the geotechnical representative during the placement of A.C. pavement.
H. One (1) set of cylinders and one (1) slump test shall be required for every 50 cubic yards of concrete except that a minimum of one (1) set of cylinders and slump test shall be required each day twenty (20) or more yards of concrete are placed at a project site. The maximum allowable slump shall be 4 inches. A set of cylinders shall be composed of three (3) cylinders. The first cylinder of a set shall be tested after seven (7) days curing.
The second cylinder of a set shall be tested after 28 days curing. The third cylinder shall be held in reserve and tested if directed by the Construction Manager. The test results will be forwarded to the Construction Manager for review. The Construction Manager shall receive a concrete vendor slip for each truck load of concrete delivered to the project site.
I. An A.C. mix design and concrete mix design shall be submitted for the review and approval of the Construction Manager during the submittal process.
J. Geotechnical testing is required for the granular sand during the submittal process per the Technical Conditions contained within this document.
K. Geotechnical testing is required for the Class 2 Base during the submittal process per the Technical Conditions contained within this document.
The Contract lump sum (LS) price paid for GEOTECHNICAL TESTING shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in the required testing as specified in the Standard Specifications and these Special Provisions and as approved by the Engineer, and no additional compensation will be allowed therefore.
8. REPAIR EXISTING ROADBED
Where directed by the Director of Public Works, broken or failed or other unsatisfactory portions of the existing roadbed shall be removed and disposed of and the resulting excavation shall be filled with asphalt concrete pavement in conformance with specifications and to be compensated by applicable bid item.
9. REMOVE PAVEMENT MARKINGS
Existing pavement markers, when no longer required for traffic lane delineation as directed by the Director of Public Works, shall be removed and disposed of.
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Full compensation for removing and disposing of pavement markers shall be considered as included in the contract price for the applicable bid item for roadway surfacing and no separate payment will be made therefore.
10. ASPHALT CONCRETE REPAIRS
10.01 Remove and replace Asphalt Pavement
The work under this item shall include removal and replacement of existing asphalt concrete pavement.
Repair locations will be as marked by the Engineer on the existing pavement. Asphalt shall be removed in its entirety. Existing Sub-base shall be re-compacted to a minimum of 95 percent maximum dry density per ASTM D1557.
Contractor shall install a minimum of 6-inches of asphalt or match existing thickness (whichever is greater), in a maximum of 3 inch lifts, of Asphaltic Concrete compacted to a minimum of 95% of the HVEEM Density (CAL 304/308). Asphaltic concrete shall conform to Caltrans, ¾-inch HMA TYPE A – PG70-10 (5% voids) conforming to Caltrans Section 39 (with current CEM 3513). Final lift shall adhere to the “DIG-OUT” detail as shown on the plans.
Tack coat for vertical joints shall be uniformly applied as two coats SS-1h applied uniformly at .64 liter per square meter (.20 gal/SY) each coat.
The Contract Square Foot (SF) price paid for DIGOUTS shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals involved in the sawcut, excavation and removal of asphalt, Subbase preparation, excavation and compaction, tack coat, placement and compaction of asphalt concrete as specified in the Standard Specifications and these Special Provisions and as approved by the Engineer, and no additional compensation will be allowed therefore.
10.02 Cold Mill and Overlay
The work under this item shall consist of grinding or cold milling 2.5-inches of the existing road surface and overlay of 2.5-inches of asphalt concrete. Millings shall be considered property of the Contractor and shall be disposed of off the Work site by the contractor.
Cleaning (compressed air) and crack sealing should occur following cold milling. A pavement tack coat (CSS1 or CSS1H asphalt emulsion) should be applied to the existing pavement surface prior to placing new asphaltic concrete overlay.
Asphalt concrete shall be ¾-inch maximum HMA TYPE A – PG70-10 (5% voids) conforming to Caltrans Section 39 (with current CEM 3513).
The Contract Square Yard(SY) price paid for 2.5” COLD MILL shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals involved in the cold milling and disposal
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of existing asphalt, as specified in the Standard Specifications “Greenbook” Section 404-Cold Milling and these Special Provisions and as approved by the Engineer, and no additional compensation will be allowed therefore.
The Contract Tonnage (TON) price paid for INSTALL 2.5” OF CONVENTIONAL 3/4” HMA TYPEA PG 70-10 shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals involved in the placement and compaction of asphalt concrete as specified in the Caltrans Standard Specifications Section 39 Asphalt Concrete and these Special Provisions and as approved by the Engineer, and no additional compensation will be allowed therefore.
11. EARTHWORK
SECTION 300 of the Green Book– EARTHWORK IS AMENDED AS FOLLOWS:
300-1 Clearing and Grubbing
300-1.1 General
ADD THE FOLLOWING PARAGRAPHS:
Along with all items indicated on the Plans to be removed, clearing and grubbing shall also include, but not be limited to, the following items:
1. Clearing for and providing temporary graded driveways and continuing maintenance thereof to provide continuous access to all residences within the project area as directed by the Engineer.
2. Sawcutting of portland cement concrete and asphalt concrete to neat straight lines at joints and right of way limits.
3. Protection of existing and relocated utility lines and structures prior to and during construction of proposed improvements.
4. Removal and disposal of interfering portions of abandoned utility lines and structures.
5. Removal, relocation, adjusting or salvaging of all facilities so indicated on the Plans which are not designated as separate bid items or which are not included in other bid items.
6. Removal and disposal of any additional items not specifically mentioned which may be found within the work limits.
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7. Maintenance of project appearance.
8. Control of water and dewatering during construction.
9. Hauling and disposal of deleterious materials resulting from clearing and grubbing operations at a site obtained by the Contractor and approved by the Engineer.
10. Cleanup of project area upon completion of work.
11. Removal existing signs as noted on the plans and as directed by the Engineer
12. Self-propelled drop hammers will not be allowed for removals.
The Contractor shall protect all existing structures or facilities which are adjacent to, or fall within, the limits of work to be done under the Contract in accordance with Sections 7-9 and 300-1 of the Standard Specifications. This item shall also include those structures and facilities which the Plans show or these Specifications indicate to be protected. Any structure or facility to be protected which is damaged as a result of the Contractor shall be repaired or replaced at his cost, to the satisfaction of the Engineer. 300-1.3 Removal and Disposal of Materials
300-1.3.1 General
DELETE THIS SECTION AND SUBSTITUTE THE FOLLOWING:
All materials removed shall be disposed of outside of the right of way at a legal dump site approved by the Engineer. Burning shall not be permitted under any circumstance. No accumulation of flammable material shall remain on or adjacent to the right of way. The roadway and adjacent areas shall be left with a neat and finished appearance. 300-1.4 Payment
DELETE THE FIRST PARAGRAPH AND SUBSTITUTE THE FOLLOWING:
The lump sum set forth in the Contract Documents for clearing and grubbing shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in clearing and grubbing as shown in the Plans and as described in the Contract Documents, and as directed by the Engineer, including preservation of property, relocation of various facilities, removal and disposal of material, salvage of material, cleanup and repairs. Payment shall be computed in accordance with the percentage of completion of the major items of work.
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300-2 Unclassified Excavation
300-2.1 General
REVISE THE SUBSECTION TO READ:
Unclassified excavation shall consist of all excavation, including the removal of existing roadway asphalt pavement and base materials in areas shown on the Plans or as directed by the Engineer.
300-2.9 Payment
ADD THE FOLLOWING PARAGRAPH:
Quantities of unclassified excavation used for payment, other than unsuitable material and additional work ordered or deleted by the Engineer, shall be the quantity indicated in the awarded Contract and Plans and no further compensation will be awarded. 300-4 Unclassified Fill
300-4.1 General
ADD THE FOLLOWING PARAGRAPH:
All remaining excess materials not used on the project for fills, embankments and roadbed purposes shall be disposed of by the Contractor according to Subsection 300-2.6 of the Standard Specifications.
300-4.9 Measurement and Payment
ADD THE FOLLOWING PARAGRAPH:
Quantities of Unclassified Fill used for payment, other than additional work ordered or deleted by the Engineer, shall be the quantity indicated in the Contract.
12. CONCRETE AND MASONRY CONSTRUCTION
Concrete shall conform to Subsection 303 of the GREENBOOK, except as modified herein.
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SECTION 303 IS AMENDED AS FOLLOWS:
303-1 Concrete Structures
303-1.12 Payment
ADD THE FOLLOWING PARAGRAPH:
Payment for concrete structures shall include full compensation for excavation, structural excavation, disposal of excess dirt, backfill, concrete, forming, and reinforcing, complete and in place and no additional payment will be made therefor. 303-5 Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps, and Driveways.
303-5.1.1 General
ADD THE FOLLOWING:
When removals of curb and/or sidewalk are located at curb return, the Contractor shall install access ramps. The Contractor is to construct all access ramps in accordance with American Disability Act (“ADA”) Standards/California Code of Regulations Title 24 – Accessibility Regulations. If the ramps constructed by the Contractor are found to be in non-compliance with ADA Standards, the Contractor will be required to remove and replace the ramps to ADA Standards at the Contractor’s expense.
All removed curb and gutter, cross gutters, spandrels, driveway approaches, and sidewalks shall be replaced within three (3) calendar days, unless the Contractor provides reasonable documentation to exceed the three (3) day limit five (5) working days before removal and approved in writing by the Engineer. The Asphalt Concrete patch shall be placed within five (5) working days after the curb and gutters are replaced, and seven (7) days after the cross gutter and spandrels are replaced.
No PCC shall be ordered and/or placed until the forms and subgrade have been inspected and approved by the Engineer in the field.
13. All pull boxes, water meter boxes, and water valve covers shall be adjusted to proposed finish grade and approved by the Engineer in the field prior to placement of the PCC. 303-5.1.3 Driveway Entrances
REPLACE LAST PARAGRAPGH WITH THE FOLLOWING:
Driveway approaches shall be one hundred fifty (150) mm (six (6) in.) thick for
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single family residential areas and two hundred (200) mm (eight (8) in.) thick for all other areas.
303-5.3 Placing Concrete
ADD THE FOLLOWING:
14. All temporary storage of PCC liquid residues and mixer wash out on the project site shall be deposited within a self-containment area or bin. The Contractor may elect to allow the moisture to evaporate and dispose of the material as a solid or dispose of the material as a liquid. The Contractor shall notify the Engineer in writing, as a preconstruction meeting submittal, what method of disposal will be utilized.
15. If disposal of the material in liquid form is chosen, the Contractor must provide in writing, as part of the preconstruction meeting submittal, the name, location, telephone number, and a copy of the California Regional Water Quality Control Board permit for disposal of PCC liquid residue, or if the disposal site is located outside of the State of California, a copy of a permit issued by that state is required. The Engineer will verify the information before the Notice to Proceed is issued.
All PCC and related work, including grading and forming, shall be suspended if the Contractor does not have a PCC liquid residue or mixer wash out containment area or bin on site one (1) working day before the scheduled placement of PCC. The Contractor will not be allowed any additional compensation or extension of time for suspended operations due to not having a containment area or bin on site. The containment area or bin shall have sufficient room for two (2) days deposit of material.
The Contractor shall provide the Engineer with a copy of the landfill receipts or disposal site receipt and weight ticket showing disposal of PCC liquid residues and wash out within five (5) working days of disposal.
303-5.4.3 Weakened Plane Joints, (a) General
ADD THE FOLLOWING:
All weakened plane joints shall be spaced at a maximum of three (3) m (ten (10) ft.) for curbs, gutters, and sidewalks. Scoring lines shall conform to those prevailing in the area and be uniform in spacing.
303-5.5.2 Curb
ADD THE FOLLOWING:
The curb and gutter surface shall not vary more than three (3) mm (one-one hundredth (0.01) ft.) from three (3) m (ten (10) ft.) straightedge except at the grade changes. Prior
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to the removal of the forms, the surface shall be finished true to grade by means of a straightedge float of not less than three (3) m (ten (10) ft.) in length, and operated longitudinally over the surface of the concrete. Form clamps shall be so constructed as not to interfere with the operation of the float. In no event shall forms be removed while the concrete is sufficiently plastic to slump. The top and face of the finished curb shall be true and straight and top surface of curbs shall be of uniform width, free from humps, sags, blemishes or other irregularities.
303-5.5.3 Walk
ADD THE FOLLOWING:
The sidewalk surface shall not vary more than five (5) mm (two one-hundredths (0.02)’) from the three (3) m (ten (10)’) straightedge except at grade changes, and the finished surface shall be free from humps, sags, blemishes or other irregularities. All sidewalks shall be a minimum of one hundred (100) mm (four (4)”) thick, except at driveways where the sidewalks shall be a minimum of one hundred fifty (150) mm (six (6)”) thick for single family residential areas and two hundred (200) mm (eight (8)”) thick for all other areas. 303-5.6 Curing
ADD THE FOLLOWING:
Curing compound shall be translucent with red fugitive dye, Type 1, in accordance with Section 201-4, “Concrete Curing Compound,” of the Standard Specifications.
In order to minimize vandalism damage to the finished PCC surfaces, the Contractor shall plan his work so that no PCC is poured after one o’clock (1:00) p.m., unless otherwise authorized by the Engineer in the field.
The Contractor shall barricade and protect placed Portland Cement Concrete from all damages, marks, mars, and/or graffiti. Any Portland Cement Concrete damaged, defaced, discolored or defective shall be replaced to the satisfaction of the Engineer at the Contractor’s expense, and no additional time will be allowed.
Grading, patching or other remedies to correct the situation will not be accepted unless in the opinion of the Engineer the vandalized area is so small that it does not warrant replacement. Concrete replacement areas shall be from score mark or control joint to score mark or control joint, and full width of the sidewalk. All replacement areas shall be saw cut.
13. TRAFFIC STRIPING, PAVEMENT MARKINGS, AND PAVEMENT MARKERS Traffic striping, pavement markings and pavement markers shall be replaced with the same pattern as existing in conformance with these Special Provisions.
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All details and dimensions for traffic striping and marking shall conform to the 2022 CALTRANS Standard Specifications, and Latest MUTCD. All traffic striping within the vehicular path of travel shall be thermoplastic.
13.01 Layout, Alignment, and Spotting. The Contractor shall furnish the necessary control points for all striping, markers and markings, and shall be responsible for the completeness and accuracy thereof to the satisfaction of the Engineer.
The Contractor shall supply the Engineer with a copy of a complete inventory of striping, markers and marking prior to any cold milling or installation of any material. For each stripe, marker and marking, the inventory shall include sufficient definition about type of marker, stripe or marking and dimensions for control points to allow for accurate reestablishment.
In no case shall any section of street be left without the proper striping for more than forty-eight (48) hours or over weekends or holidays.
13.02 SECTION 314 – PAINTING – IN THE GREEN BOOK IS AMENDED AS FOLLOWS:
314-4.3 Painted Traffic Striping and Curb and Pavement Markings DELETE THE ENTIRE SUBSECTION AND SUBSTITUTE THE FOLLOWING:
Painted traffic stripes (lane lines and speed limit markings) and applying thermoplastic pavement markings (word and symbol markings, limit lines, crosswalk, etc.) shall conform to the provisions in Section 84, “Traffic Stripes and Pavement Markings,” of the State of California Standard Specifications and these Special Provisions.
The subparagraphs of the first paragraph in Section 84-3.02, “Materials,” of the State of California Standard Specifications are amended to read:
State Specification
No.
Rapid Dry Water Base, Traffic Line.—White, Yellow and Black PTWB-01 The second and third paragraphs in Section 84-3.02, “Materials,” of the State of California Standard Specifications are amended to read:
State Specifications for traffic paint and glass beads may be obtained from the Transportation Laboratory, 5900 Folsom Boulevard, Sacramento, CA 95819- 4612, telephone number (916) 227-7289.
Glass beads shall conform to 1-ACOT type beads or equal.
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The Contractor shall layout and “cat-track” the alignment of the proposed striping at four and one-half (4½) m (fifteen (15) ft.) intervals and “spot” the proposed pavement markings as called for on the Plans. Striping shall vary no more than twelve (12) mm (two (2) in) in fifteen and two-tenths (15.2) m (fifty (50) ft.) from the specified alignment. The Engineer may waive minor variations.
The Contractor shall not proceed with the painting of any striping or applying thermoplastic pavement markings until the Engineer has checked and approved the cattracking and spotting, and has authorized the Contractor to proceed.
Traffic striping shall be applied with airless equipment. All traffic striping shall be performed with a road liner type striping machine. Where the configuration or location of a traffic stripe is such that the use of a road liner type striping machine is unsuitable, traffic paint and glass beads may be applied by other methods and equipment approved by the Engineer. The Engineer shall determine if the road liner type striping machine is unsuitable for a particular use.
The first coat of paint shall be applied upon completion of the surfacing. The second coat of paint shall not be applied until seven (7) calendar days after the first coat. Each coat of paint shall be applied at the wet film thickness of ten (10) – twelve (12) mils for white and yellow paint and seven (7) mils for black paint. All paint shall be applied at a relative humidity below seventy-five percent (75%) and an ambient temperature above thirteen (13)° Celsius (fifty-five (55)° Fahrenheit), unless otherwise approved by the Engineer.
Except for black paint, No. 1 reflective glass beads shall be uniformly incorporated in all coats of paint concurrently with the application of the paint. The glass beads shall be embedded in the coat of traffic paint being applied to a depth of at least one-half (½) their diameters. The reflective glass beads shall be applied to the first coat of paint at the rate of seven-tenths (0.7) kg (one and one-half (1½) lb.) of beads per liter (twenty-six one hundredths (0.26) Gal) of paint, and to the second coat of paint at the rate of ninety-five one hundredths (0.95) kg (two (2) lb.) of beads per liter (twenty-six one hundredths (0.26) Gal) of paint.
Except as otherwise noted on the Plans or as directed by the Engineer, all angle points, as shown on the striping Plans shall be painted as a smooth, tangent curve with a radius and length as approved in the field.
Temporary tape or reflective markers utilized for the purposes of interim delineation for centerline, lane lines and crosswalk lines shall be placed to the side of the final striping pattern in such a way so that it will not interfere with the first coat of paint. All temporary tape and reflective markers applied for the purpose of interim delineation shall be removed by the Contractor at no additional cost to the City upon completion of the first coat of striping and prior to the final striping.
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Stencils used for pavement markings must conform to the latest Caltrans approved NonMetric Stenciling Standards.
Add to Subsection 84-1.04, “Protection from Damage,” of the State of California Standard Specifications the following:
Newly painted or existing striping or applied thermoplastic pavement markings which are damaged as a result of the construction, including wheel markings by public traffic and the construction equipment, shall be repainted or thermoplastic replaced, and any associated removals shall be performed as outlined in these Special Provisions at the sole expense of the Contractor and no separate compensation will be allowed therefore.
Existing traffic striping and pavement markings that do not conform to the approved Plans shall be removed by wet sandblasting. Other methods may be requested by the Contractor, but shall be submitted in writing to the Engineer for approval. Blackout of existing traffic striping or pavement markings, which do not conform to the approved Plan, shall not be allowed.
Painting traffic stripes and applying of thermoplastic pavement markings shall not be separately measured.
The Contract lump sum (LS) price paid for STREET STRIPING AND PAVEMENT MARKINGS shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in painting traffic stripes and applying thermoplastic pavement markings including establishing alignment for stripes, layout work and sandblasting markers, complete in place, as shown on the Plans, as specified in the Standard Specifications and these Special Provisions and as approved by the Engineer, and no additional compensation will be allowed therefore.
PAVEMENT MARKERS
Pavement markers shall conform to the provisions in Section 85, “Pavement Markers,” of the State of California Standard Specifications and these Special Provisions.
Certificates of compliance shall be furnished for pavement markers as specified in “Prequalified and Tested Signing and Delineation Materials,” elsewhere in these Special Provisions.
Reflective pavement markers shall comply with the specific intensity requirements for reflectance after abrading the lens surface in accordance with the “Steel Wool Abrasion Procedure,” specified for pavement markers placed in pavement recesses in Section 85-1.05, “Reflective Pavement Markers,” of the State of California Standard Specifications.
Non-reflective pavement markers shall conform to the requirements of the Section 85-1.04,
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“Non-Reflective Pavement Markers,” of the State of California Standard Specifications.
The bituminous adhesive used to install the markers shall be a hot melt bituminous adhesive asphaltic material with a homogeneously mixed mineral filler and shall conform with the requirements specified in Subsection 85-1.055, “Adhesives,” of the State of California Standard Specifications.
Reflective pavement markers shall be installed per the approved Plan unless otherwise approved by the Engineer. The composition of the material shall be such that its properties shall not deteriorate when heated to, and applied at temperatures up to two hundred eighteen (218)° Celsius (four hundred twenty-five (425)° Fahrenheit), using either air or oil jacketed melters.
Reflected pavement markers shall be placed at locations as established by the applicable Caltrans striping detail noted on the approved striping Plan which includes, but is not limited to temporary painted line(s), new striping or existing striping. There shall be one marker for each location. The Contractor shall perform all work necessary to establish satisfactory locations for markers.
The Contractor shall remove existing reflective pavement markers that do not conform to the approved Plan.
Reflective pavement markers shall be of the prismatic reflector type (3M model white RP290w and yellow RPM 2912y or equal) as outlined in Subsection 85-1.05, “Reflective Pavement Markers,” of the State of California Standard Specifications.
Existing pavement markers (blue) designating location of the fire hydrants shall be replaced “in kind” after the paving is completed.
The Contract unit price paid for pavement markers (blue) shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in installing pavement markers (blue) complete in place, as shown on the Plans, as specified in the Standard Specifications and these Special Provisions and as approved by the Engineer.
Full compensation for pavement markers (traffic delineation) shall be considered as included in the Contract lump sum (LS) price paid for STREET STRIPING AND PAVEMENT MARKINGS and no additional compensation will be allowed therefore.
14. UTILITY COVER ADJUSTMENTS TO GRADE
Manholes and watervalves shall be adjusted to grade in accordance with Section 403, “Manhole Adjustment and Reconstruction,” of the GREENBOOK and as supplemented herein.
14.01 Reference Setting.
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The Contractor shall note and reference the locations of the manholes and water valves and vaults prior to placing pavement in order to locate and raise them following the work. Manhole, water valve and of vault locations and distance from reference points to the center of each such facility shall be marked on either a curb face or other reference point indicators (stakes) by the Contractor prior to be getting any paving.
14.02 Adjustment to Grade
The Contractor shall lower manhole and water valves within areas designated for cold milling prior to cold milling operations. Each such manhole water valve or utility box shall be lowered to a depth below the required milling depth. Frames and covers and utility boxes shall be removed to the City yard facility and a one-half (½)” thick steel plate shall be provided to cover the hole where the utility facility exists.
Temporary AC shall be provided to fill any voids in the roadway surface which remain after the cover is in its final lowered position.
After completion of paving, the facility shall be raised to grade. The finish grade of raised facilities shall be one-quarter (¼) inch below the finish grade of the asphalt concrete pavement.
The Contractor shall exercise care such that rocks, dirt and debris do not enter sewer lines.
The water valves shall be raised as follows: the asphalt pavement immediately adjacent to the water valve shall be removed, the existing frame and cover removed, the existing sleeve extended or replaced with matching material to extend from the valve to the new valve frame elevation, the water valve frame and cover placed to match the respective water district’s standards, the water valve and cover and adjusted to proper grade, and the pavement replaced with a minimum of two inches of asphalt concrete.
The Contractor shall notify the respective utility owners at least five (5) working days in advance of the paving operations and again after completion of paving operations. Such notifications of utilities to be adjusted to grade by others shall be made in writing. The Contractor shall mark locations of utilities for those locations of facilities to be adjusted to grade by others.
The Contractor shall take care to insure no intrusion of gravel or pulverized material into the manholes or valve stem areas.
14.03 Payment.
Compensation for raising utility facilities to grade based on the applicable bid item for each type of facility and type of adjustment, and whether single or double. Single shall mean leaving the facility in place until paving is complete and raising the grade thereafter. Double shall mean removing the facility prior to paving and reestablishing the facility at finish grade per specifications after paving. The unit price bid shall be considered full compensation for removing the facility, and storing and replacing it as applicable, protecting the facility at all times during the procedure and as specified, and resetting the facility at finish grade, including all materials, equipment and labor and incidentals.
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15. SANITARY ARRANGEMENTS
The Contractor shall make provisions for and maintain in a sanitary manner at the work site all necessary and sanitary conveniences for the workmen, in accordance with the rules and regulations of the State Board of Health.
16. ACCESS
The Contractor’s attention is directed to the existing pedestrian and vehicular access ways crossing the lines of work. These access ways shall not be closed unless an alternate access way is provided. The Contractor shall assume full responsibility for providing alternate access. The compensation for the work in this item shall be considered as included in the cost of the various contract items of work and additional compensation will be made therefore.
17. INSURANCE
The Contractor’s attention is directed to the amount of insurance as shown in the Contract Documents Section XII INSURANCE.
18. CONSTRUCTION CONFERENCE
The Contractor’s attention is directed to the preconstruction conference as stated in General Conditions Article 2, Section 2.7 PRECONSTRUCTION CONFERENCE.
19. EXISTING IMPROVEMENTS
The Contractor shall make every effort to protect all existing improvements and facilities from damage during the progress of his work. No trees, planters, walks, shrubs, signs, fences or other such facilities shall be removed except as shown or called for on the plans or unless specifically authorized in writing by the Engineer. The Contractor shall be held responsible for the care and preservation of the present premises and of adjacent premises and coterminous property. Any parts of them which are injured, damaged or disturbed because of his work shall be repaired, replaced or cleaned by him at his expense.
The Contractor shall apply either water and/or dust palliative for the alleviation or prevention of dust nuisance and damage originating from the Contractor’s operation.
20. MAINTENANCE CALL-OUTS
Any expense for maintenance call-outs by the City’s traffic signal maintenance personnel resulting from the Contractor’s operations and construction of this project shall be borne by the Contractor.
21. WARRANTIES, GUARANTEES AND INSTRUCTION SHEETS:
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Warranties, guarantees and instruction sheets shall conform to the provisions in Section 86-1.04, “Warranties, Guarantees and Instruction Sheets” of the State Standard Specifications and these Special Provisions.
Completed work shall be guaranteed to the City by the Contractor for a period of not less than twelve (12) months following the date of acceptance thereof. Where Contractor-installed equipment and/or facilities are damaged prior to final acceptance by the City, the Contractor shall repair or replace such equipment and/or facilities at his/her own expense.
22. STORAGE OF MATERIAL.
The site of work shall be maintained clean at all times. Excavated material shall be loaded directly and hauled away from job site for disposal at the Contractor’s expense. The Contractor shall not store material on job site. He shall store material at a site convenient to the job, off public ways, arranged and paid as a part of his Contract work.
23. VERIFYING, MARKING, PROTECTING AND RE-ESTABLISHING SURVEY
MONUMENTATION
Prior to work, the Contractor shall locate all survey monuments and property corners within the areas of demolition, concrete and paving including obtaining records of survey monuments and property corners filed in the OFFICE OF THE COUNTY SURVEYOR OF IMPERIAL COUNTY for the extents of the project limits and all other areas that may be affected by the construction activities. Survey ties shall be performed to allow the Contractor to reset/reestablish survey monumentation and/or property markers.
All work shall be done by a licensed Surveyor or Civil Engineer authorized to practice Land Surveying in the State of California.
The contractor shall also provide a signed Certificate of Monument Preservation (ED-006) prior to work activities being conduct on site AND post construction corner record (if applicable) must be completed, accepted and filed in the OFFICE OF THE COUNTY SURVEYOR OF IMPERIAL COUNTY prior to the Notice of Completion.
The contractor shall also re-establish all survey monuments within the project vicinity as provided in the records filed in the OFFICE OF THE COUNTY SURVEYOR OF IMPERIAL COUNTY that were searched and not found to the satisfaction of the OFFICE OF THE COUNTY SURVEYOR OF IMPERIAL COUNTY prior to the Notice of Completion.
The Contract lump sum (LS) price paid for MONUMENT PRESERVATION CERTIFICATE, REESTABLISHMENT OF MONUMENTS NOT FOUND IN THE WORK AREA & PROTECTION OF THOSE THAT ARE shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals involved in verifying, marking, tying, re-establishment, research, filing and incidentals for survey monuments existing and previously destroyed, as specified in the Standard Specifications and these Special Provisions and as approved by the Engineer, and no additional compensation will be allowed therefore.
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24. CONSTRUCTION STAKING
The Contractor shall perform all construction staking necessary for the Contract. This includes providing surveying for pre and post paving operations. The Contractor shall maintain existing grade throughout and ensure cross slopes are at least two (2) percent unless otherwise directed by the Engineer or his representative.
25. CONSTRUCTION WATER SUPPLY
The Contractor may use City water through a water meter to be provided by the City contingent upon a non-refundable deposit of five hundred dollars ($500). Contractor shall be responsible for payment of water usage as billed by the City.
26. MAINTAINING EXISTING AND TEMPORARY ELECTRICAL SYSTEMS Traffic signal system shutdown, if required, shall be limited to periods between the hours of nine (9:00) AM and three thirty (3:30) PM.
The Contractor shall place “STOP AHEAD” and “STOP” signs shall be furnished by the Contractor and shall conform to the provisions in Section 12-3.06, “Construction Area Signs,” of the Standard Specifications, except that the base material for the signs shall not be plywood.
Two “STOP AHEAD” signs and two “STOP” signs shall be placed for each direction of traffic. Location of the signs shall be as directed by the City Traffic Engineer.
Full compensation for furnishing, installing, maintaining, and removing temporary “STOP AHEAD” and “STOP” signs, and for covering signs not in use, shall be considered as included in the contract lump sum price paid for the signal item involved and not additional compensation will be allowed therefore.
All existing signal indications, pedestrian push buttons, detectors, and control equipment shall be maintained in operation at all times, except during shutdown hours as specified above.
Costs for overhead temporary wiring, which may be required to keep the signals in operation during intersection re-wiring, shall be considered as a part of the lump sum bid price for each intersection.
27. CLEANUP OF SITE.
During the progress of the work, the Contractor shall keep the premises occupied by him in a neat, orderly and sanitary condition. He shall dispose of refuse as often as directed, or as may be necessary so that at no time shall there be any accumulation of rubbish, excavated material or equipment that will interfere with convenience or operation of materials so as to provide the minimum obstruction to traffic at all times.
10.b
Packet Pg. 185 Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- SP- 19
Dirt, dust, mud, native earth material, sand, gravel, asphalt debris, cement debris and all other construction-related material shall be swept from the street areas in the vicinity of the project sites on a daily basis. The material shall be removed and disposed of by the Contractor. The street sections to be cleaned are within the street areas opened to traffic. The clean-up work shall be incidental to the specific “schedule” or “additive” mobilization cost.
28. PROJECT FUNDING IDENTIFICATION SIGN.
Project Sign shall follow a modified C48(CA) approved for use on State Highways local streets and roadways funded by SB1 for all SB1 projects regardless of total contract cost, or number of work days.
The sign shall be sized for local roadways: 48” x 30”. Additional information and logos must be smaller than the SB1 Logo (not any taller than twice the maximum capital letter height displayed on the sign), and the SB1 logo must be the prominent, central graphic on the sign. Sign shall be installed 36” above existing grade from the bottom of the sign. Project Sign Shall include Project Name, City Logo, City address, City Telephone number, Contractor’s name, address, telephone number, State Contractor’s License number and an afterhours emergency telephone number for safety, police and fire emergencies.
The Project sign and location shall be submitted as a submittal document for review and approval. The Project sign is to be erected prior to commencement of any work activities.
29. MOBILIZATION AND DEMOBILIZATION
Mobilization and Demobilization, shall consist of: Submittals, Project Meetings, Administration, Performance Bond, Payment Bond, Bid Bond, Insurance, Freight, Taxes, Safety Requirements, Notification and Signage of work to community, El Centro Business License, , Project Identity Signs, County of Imperial Air Pollution Control District requirements, As-Built Drawings.
30. EROSION CONTROL
Full compensation for the installation, inspection and maintenance of best management practice erosion control devices as required by the California Stormwater Quality Association, plan set, and these special provisions to mitigate sediment and run-off control shall be considered as included in the Contract lump sum (LS) price paid for EROSION CONTROL and no additional compensation will be allowed therefore.
31. MATERIAL TESTING
The Contract lump sum (LS) price paid for MATERIAL TESTING shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals involved in material sampling and testing for fill material, Sub-base material, Asphalt and Concrete as specified in the State of California Standard Specifications and these Special Provisions, no additional compensation will be allowed therefore.
32. EL CENTRO BUSINESS LICENSE
10.b
Packet Pg. 186 Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- SP- 20
The Contractor and Subcontractors performing work on this project shall obtain a business license from the City of El Centro at 1275 W. Main Street, El Centro, California 92243, telephone number (760) 337-4508. The Contractor and Subcontractors shall contact the Building Department regarding the cost of the license and include the business license cost in the proposal.
33. AIR POLLUTION CONTROL DISTRICT REQUIREMENTS
The Contractor shall be required to comply with the County of Imperial Air Pollution Control District’s requirements. County of Imperial Air Pollution Control District forms, requirements and information are available via the internet at https://apcd.imperialcounty.org/ The Contractor shall be responsible for completing, submitting and implementing the Construction Notification Form and Dust Control Plan as required by the Imperial County Air Pollution Control District. The Construction Notification Form. The Contractor shall be responsible to apply water to the construction work area on a daily basis to mitigate dust creation and provide all personnel, equipment and material to minimize dust at the project in conformance with the County of Imperial Air Pollution Control District requirements.
34. MATERIAL DELIVERY TICKETS
The Contractor shall provide material delivery tickets to the City for Class 2 Base, P.C.C. concrete, asphalt concrete, and similar items delivered to the project site. The material tickets shall be presented to the City immediately upon the material item arriving at the project site.
END OF SPECIAL PROVISIONS
10.b
Packet Pg. 187 Attachment: Specifications Commercial Ave. Improvements SB1LPP (6126 : Approve Plans & Specs Commercial Ave. Improvement LPPSB1L- City Council of the City of El Centro Meeting: 09/12/23 11:30 AM 1275 Main Street Department: Community Services
El Centro, CA 92243 Category: Authorization
Prepared By: Adriana Nava
SCHEDULED Department Head: Adriana Nava
ACTION ITEM (ID # 6046) DOC ID: 6046
Buena Vista Authorization to Go Out to Bid
CITY MANAGER’S RECOMMENDATION:
Approval of Bid Documents for the Buena Vista Park Project and Authorize the Community Services Department to Send Project out to Bid.
FISCAL IMPACT:
The estimated fiscal impact for the Buena Vista Park Project is $1.8 Million Dollars. The City was awarded an Urban Greening Grant from the State in the amount of $1,143,831 and allocated $150,000 of Measure P Funds.
STRATEGIC PLANNING PROGRAM 2022-2027 RELATION:
Goal #4: Recreation and Life Long Learning - Offer opportunities for recreation and life long learning through innovative, inclusive programming, parks and facilities that serve all residents and visitors.
Action 4.5: Improve parks, recreational amenities, open space, and trail development, and fulfill critical lifecycle and facility maintenance needs.
DUE DILIGENCE CHECK FOR CONTRACTORS/CONSULTANTS: DID THE
DEPARTMENT VERIFY CURRENT EL CENTRO BUSINESS LICENSE,
CONTRACTORS LICENSE, REFERENCE CHECKS, INSURANCE, ETC:
The due diligence process will be completed after bid opening.
BACKGROUND:
The City of El Centro has numerous parks, however, there are no parks near the Buena Vista Subdivision where kids can play without having to go across Interstate Highway 8 to Bucklin Park. The proposed Buena Vista Park will be built within the existing retention basin located on South 8th Street and Fieldview Ave. The park will add just over 2 acres of park space within the 8-acre retention basin.
DISCUSSION:
A total of $1,293,831 of combined Measure P Funds and Urban Greening Grant Funds have been allocated for this project. The estimated project costs are $1.8 Million. The estimated remaining funding gap would be approximately $500,000. The proposed scope of work includes the installation of a lighted basketball court, large open turf area, walking path, landscaping, irrigation system and a children's playground.
CONCLUSION:
It is staff's recommendation that the City Council approve the Bid Documents and Authorize staff to send project out to bid.
ATTACHMENTS:
• 022-0025_Buena Vista Park_Full Set_2023-08-04 (PDF)
• 022-0025_Buena Vista Park_Specifications (PDF)
11 Packet Pg. 188
Action Item (ID # 6046) Meeting of September 12, 2023
• 00071128 Final Bid Documents (PDF)
11 Packet Pg. 189
N
Engi nee ri n g, I nc. icklaus
1851 West 24th Street Yuma, Arizona 85364
Phone: (928) 344-8374
www.neiaw.com
NO. C79509
11.a
Packet Pg. 190 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid) N
Engi nee ri n g, I nc. icklaus
1851 West 24th Street Yuma, Arizona 85364
Phone: (928) 344-8374
www.neiaw.com
NO. C79509
11.a
Packet Pg. 191 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid) N
Engi nee ri n g, I nc. icklaus
1851 West 24th Street Yuma, Arizona 85364
Phone: (928) 344-8374
www.neiaw.com
'A' DIMENSION
59.5" FOR 3-LINE COMPANY NAME
55" FOR 2-LINE COMPANY NAME
50.5" FOR 1-LINE COMPANY NAME
4"
3"
3"
4"
3"
2 3/4"
2 3/8"
1 1/2"
3"
1 1/2"
2 1/8"
2 1/8"
2"
1 1/2"
'A'
48" (MIN.)
ORANGE
BLACK LETTERING
BLACK LETTERING
3/4" BLACK LINE
3/4" BLACK LINE
BLACK LETTERING
C
D
D
D
D
D
C
3/8" ORANGE
BORDER
3/8" WHITE
5/8" BLACK
2 1/4" R (TYP.)
SIGN WZIS-1
BORDER
BACKGROUND
BORDER
3"
2"
D
3" D
2"
2"
2 1/8"
BLACK LETTERING
Project Name
Company Name
(AREA) PHONE
Expected End Of Work:
Month / Day / Year
DUST AND STORMWATER
COMPLAINTS - CALL
Company Address
Contact Name
ID#: CA
3"
3"
3/4" BLACK LINE
1 1/2"
_ _ _ _ _
2" D
F.H.W.A.
LETTER SERIES
WHITE
BACKGROUND
WHITE
BACKGROUND
WHITE
BACKGROUND
SEE NOTE NO. 1
ON SHEET 2.
NOTES
1. Use sign WZIS-1 for projects with a duration of ten (10) days or more.Display the NOI certificate number on sign WZIS-1.
2. Do not use leading zeros in month or day numbers.
3. Mount sign with bottom of sign being at least five feet (5') above the ground.
4. Text and borders shall be black in color and must conform to the indicated series in the FHWA publication "Standard Highway Signs".
5. Sign letters to use upper and lower case lettering as indicated.
6. Background shall be fully reflectorized.
7. Adjust spacing as necessary within the COMPANY NAME area for 1-line and 2-line company names.
8. Contractor's phone number on the sign shall be monitored 24 hours a day, seven days a week.
NO. C79509
11.a
Packet Pg. 192 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid) N
Engi nee ri n g, I nc. icklaus
1851 West 24th Street Yuma, Arizona 85364
Phone: (928) 344-8374
www.neiaw.com
PLAN
TYPE "BELOW GRADE"
SECTION "A - A"
PLAN
TYPE "ABOVE GRADE"
SECTION "B - B"
SANDBAG
LATH & FLAGGING
ON ALL SIDES
BERM
10 MIL PLASTIC
LINING
SANDBAG
10' MIN. 10' MIN.
3' 10' MIN
10' MIN.
2"x2" STAKES
(TYP.) 10 MIL
TWO-STAKED PLASTIC LINING
2x12 ROUGH
WOOD FRAME
WOOD FRAME SECURELY
FASTENED AROUND
ENTIRE PERIMETER WITH
TWO STAKES
10 MIL.
PLASTIC LINING
"A" "A"
"B" "B"
2"x2" STAKES
(TYP.)
NOTES
1. Actual layout determined in field.
2. The concrete washout sign shall be installed within 30 ft. of the temporary concrete washout facility.
3. Grade underneath liner shall be clear of debris and large rocks.
4. An approved portable concrete washout bin that meets the EPA's best management practice may be used as an alternative to detail shown above.
10 MIL PLASTIC
LINING
NO. C79509
11.a
Packet Pg. 193 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid) AA BB C C D D NEngi nee ri n g, I nc. icklaus
1851 West 24th Street Yuma, Arizona 85364
Phone: (928) 344-8374
www.neiaw.com
NO. C79509
11.a
Packet Pg. 194 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid) N
Engi nee ri n g, I nc. icklaus
1851 West 24th Street Yuma, Arizona 85364
Phone: (928) 344-8374
www.neiaw.com
NO. C79509
11.a
Packet Pg. 195 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid) N
Engi nee ri n g, I nc. icklaus
1851 West 24th Street Yuma, Arizona 85364
Phone: (928) 344-8374
www.neiaw.com
NO. C79509
11.a
Packet Pg. 196 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid) N
Engi nee ri n g, I nc. icklaus
1851 West 24th Street Yuma, Arizona 85364
Phone: (928) 344-8374
www.neiaw.com
NOTE
INSTALL STORM DRAIN SAFETY GRATE ON ALL
STORM DRAIN OPENINGS 12" OR LARGER.
SEE DETAIL B/D1.0 1/4 T 3/4"
1 2
3 4
5 6
1 2
4 5
6 3
HINGE DETAIL
FRONT VIEW
SIDE VIEW
TOP OF HEADWALL
SEE DETAIL BELOW
4" x 4" SPACING MAX.
OUTFALL CONDUIT
4" 4" 5" 5"
AS REQUIRED
NO. C79509
11.a
Packet Pg. 197 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid) NEngi nee ri n g, I nc. icklaus
1851 West 24th Street Yuma, Arizona 85364
Phone: (928) 344-8374
www.neiaw.com
6" 6" 1" 2"
NO. C79509
11.a
Packet Pg. 198 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid) THESE DRAWINGS ARE COPYWRITTEN BY Robert L. Campbell Structural Engineer, P.C.
ANY REPRODUCTION OR REUSE IN WHOLE OR IN PART (INCLUDING INDIVIDUAL DETAILS) WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. © RCSE JOB NUMBER:
Robert L. Campbell Structural Engineer, P.C.
200 E. 16TH STREET, STE. 100
YUMA, ARIZONA 85364
PH: (928) 726-2646 22022
GENERAL STRUCTURAL NOTES
Sealed 3/21/2023
11.a
Packet Pg. 199 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid) THESE DRAWINGS ARE COPYWRITTEN BY Robert L. Campbell Structural Engineer, P.C.
ANY REPRODUCTION OR REUSE IN WHOLE OR IN PART (INCLUDING INDIVIDUAL DETAILS) WITHOUT WRITTEN PERMISSION IS STRICTLY FORBIDDEN. © RCSE JOB NUMBER:
Robert L. Campbell Structural Engineer, P.C.
200 E. 16TH STREET, STE. 100
YUMA, ARIZONA 85364
PH: (928) 726-2646 22022
BASKETBALL COURT FOUNDATION PLAN
SCALE: 1/8" = 1'-0
KEYNOTES:
101 JOINTS IN CONCRETE SLAB ON GRADE
102
S-2.1
KEYNOTES:
102
SLAB EDGE
101
S-2.1
102
S-2.1
102
S-2.1
102
S-2.1
KEYNOTES:
103 BACKSTOP POST FOOTING
103
S-2.1
103
S-2.1
S2.1 PLAN KEYNOTES:
Sealed 3/21/2023
11.a
Packet Pg. 200 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid) N
Engi nee ri n g, I nc. icklaus
1851 West 24th Street Yuma, Arizona 85364
Phone: (928) 344-8374
www.neiaw.com
11.a
Packet Pg. 201 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid) STOP
STOP
FIELDVIEW AVE
MANUEL ORTIZ AVE
10TH ST
S CLARK RD
S CLARK RD
E C C C
C C C
C C
C C C
C C C
STOP
STOP
FIELDVIEW AVE
MANUEL ORTIZ AVE
10TH ST
S CLARK RD
S CLARK RD
E C C C
C C C
C C
C C C
C C C
F3
2 (E) IID SWITCH CABINET
APPROX. LOCATION
NEW IID UG PRIMARY 2
2 APPROX. LOCATION NEW IID PAD MOUNT XFMR
APPROX. LOCATION NEW IID UG SERVICE 2
SES 1
(E) STREET LIGHT (TYPICAL)
(E) STREET LIGHT (TYPICAL)
NEW MUSCO LED BASKETBALL COURT SPORTSLIGHTING, 40' STEEL POLE, PRECAST CONCRETE BASE, CONCRETE BACKFILL, & ACCESSORIES. SEE MUSCO SHOP DRAWINGS. PROVIDE SHIELDING TO PREVENT LIGHT TRESSPASS TOWARD THE RESIDENTIAL AREA. (TYPICAL @ 2)
S-1,3(VIA MUSCO
CONTROL PANEL)
1 (E) STREET
(E) IID XFMR LIGHTING PEDESTAL
(E) IID XFMR
(E) IID SWITCH CABINET
(E) IID XFMR
(E) IID SWITCH CABINET
(E) IID XFMR
(E) IID SWITCH CABINET
(E) TERMINAL CABINET
S-5 4
S-2,4 1
3 BASKETBALL COURT MUSCO LIGHTING CONTROL & MONITORING CABINET NEW PEDESTRIAN LIGHT & POLE, SEE DETAIL 1/E2.1 (TYPICAL) NEW PEDESTRIAN LIGHT & POLE, TYPE 'F1' AIMED TOWARD PARK, TYPE 'F2', OR TYPE F3 AIMED AWAY FROM RESIDENTIAL AREA AS DESIGNATED, SEE DETAIL 1/E2.1 (TYPICAL)
NEW PEDESTRIAN LIGHT & POLE, SEE DETAIL 1/E2.1 (TYPICAL) 5 6
6 1
RETENTION
BASIN
LOW MOW
TURF
1 S-6,8
F3
F3
F3
F3
F2
F2
F1
F2
F1
F2
F1
F2
F1
F1 F2
F2
F2
F2
40' 0 40' 80' 120'
E-1.1
- -
022-0025
STAFF
STAFF
JRA ELECTRICAL SITE PLAN JUNE
BUENA VISTA PARK
THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION, OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ENGINEER WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. 1"=40'-0"
DATE: , 2022
SURVEYED BY: JOB. No.:
DRAWN BY:
DES. BY:
SCALE:
JOL-SERVER1\00-Archives-JOL\Archives-2022\22012-ElCentroBuenaVista\22012-Electrical\22012-E1.1.dwg
SHEET OF
1851 West 24th Street Yuma, Arizona 85364 Phone: (928)344-8374 www.neiaw.com NOTES:
1. ALL ELECTRICAL & LIGHTING WORK SHOWN IS NEW UNLESS OTHERWISE NOTED.
2. SEE PANEL SCHEDULES FOR BRANCH CIRCUIT WIRE SIZING UNLESS INDICATED OTHERWISE.
3. EXISTING ELECTRICAL & UTILITIES NOT INDICATED TO BE REMOVED OR REPLACED SHALL BE PROTECTED DURING CONSTRUCTION & LEFT IN PLACE. CLEAN/REPAIR/RESTORE THIS EXISTING ELECTRICAL TO SERVICEABLE CONDITION PRIOR TO COMPLETION OF WORK.
4. THE ELECTRICAL CONTRACTOR SHALL COORDINATE, BID, AND PROVIDE ALL INCIDENTAL ELECTRICAL DEMOLITION WORK, TEMPORARY ELECTRICAL REMOVAL & REINSTALLATION WORK, & RESTORATION OF EXISTING ELECTRICAL WORK TO EXISTING CONDITION OR BETTER AT ANY CIVIL DEMOLITION OR RENOVATIONS IDENTIFIED ON THE CIVIL PLANS. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE CIVIL PLANS & COORDINATING WORK RESPONSIBILITY WITH THE GENERAL CONTRACTOR & INCLUDING ALL SUCH WORK IN THE CONTRACT BID.
THIS DRAWING IS A LEGAL DOCUMENT ONLY WHEN SEALED AND SIGNED BY ENGINEER OF RECORD. COPYRIGHT INFRINGEMENT LAWS DO APPLY. USE OF THESE PLANS, SPECIFICATIONS, OR ANY DETAILS CONTAINED HEREIN SHALL BE RESTRICTED TO THE ORIGINAL DESIGN FOR WHICH THEY WERE PREPARED.
JOB. No.:
JOL ENTERPRISES, INC.
720 E. 39th Place, Suite 6
Yuma Arizona, 85365
office: (928) 783-0922
fax : (928) 783-3854
www.jolenterprises.com
22-012
N
IID
F.G.
E
L
KEY NOTES:
SEE ELECTRICAL ONE-LINE DIAGRAM.
XFMR PAD, TRENCH, BACKFILL, & CONDUIT PER IID DRAWINGS & SPECIFICATIONS. SEE ELECTRICAL GENERAL NOTE 6.
BASKETBALL COURT MUSCO LIGHTING CONTROL & MONITORING PANEL PER MUSCO SHOP DRAWINGS. MOUNT ON APPROVED MOUNTING ASSEMBLY PER DETAIL 2/E2.1 LANDSCAPE IRRIGATION CONTROLLER, PROVIDE EQUIPMENT CONNECTION & 120V BRANCH CIRCUIT TO PANEL.
MUSCO LIGHTING SYSTEM SCOPE OF WORK INCLUDES MUSCO LED 46,500 LUMENS 5,700K 400W SPORTSLIGHTS (3 FIXTURES EACH PER POLE) DRAWING 240V 1PH 2W 6.0 FLA PER POLE, 40' GALVANIZED STEEL POLE, 9500PSI PRECAST CONCRETE FOUNDATION, INTEGRATED GROUNDING, LED DRIVERS, MOUNTING HARDWARE, WIRING HARNESSES, & ACCESORIES. COORDINATE WITH MUSCO TO INSTALL COMPLETE ASSEMBLY. SEE MUSCO SHOP DRAWINGS.
BASKETBALL COURT SPORTS LIGHTING UG BRANCH CIRCUIT, (4) #10 CU THWN-2, (1) #10 CU GRD, 1" CONDUIT. CIRCUIT VIA THE MUSCO CONTROL PANEL. 1 2
3 SES
(E)
MBJ
CWP COLD WATER PIPE.
EXISTING EQUIPMENT.
FINISHED GRADE.
GROUND FAULT CIRCUIT INTERRUPTER.
IMPERIAL IRRIGATION DISTRICT (ELECTRIC UTILITY).
MAIN BONDING JUMPER.
SERVICE ENTRANCE SECTION, SIZED AS SHOWN.
OUTDOOR WEATHERPROOF ENCLOSURE.
OUTDOOR WEATHERPROOF "IN-USE" ENCLOSURE.
DUPLEX RECEPTACLE, 120V/20A, MOUNT 15" A.F.F. UNLESS NOTED OTHERWISE.
JUNCTION BOX, MOUNT AS SHOWN.
NUMBER OF WIRES IN CONDUIT, LONG SLASH DENOTES GROUND WIRE, SHORT SLASH DENOTES NUMBER OF CURRENT CARRYING CONDUCTORS & NEUTRALS, HALF SLASH DENOTES SWITCHED LEG.
LIGHT CIRCUIT SWITCH, 120V/20A, MOUNT 46" A.F.F. UNLESS NOTED OTHERWISE.
LIGHT SWITCH, KEY OPERATED.
FUSED OR NONFUSED DISCONNECT SAFETY SWITCH, SIZE & TYPE AS SHOWN.
NEMA MOTOR STARTER, SIZE AS SHOWN.
PHOTO CELL, 120V/20A, MOUNT AS SHOWN, NEMA 3R.
UNDERGROUND (UG) CONDUIT.
ABOVE GROUND CONCEALED OR SURFACE MOUNT CONDUIT.
PATHWAY PEDESTRIAN LIGHT & POLE.
BASKETBALL COURT SPORTSLIGHTS & POLE.
ELECTRIC PULL OR JUNCTION BOX, TRAFFIC RATED COVER, SIZE PER NEC, LABEL "ELECTRIC".
LIGHTING PULL OR JUNCTION BOX, TRAFFIC RATED COVER, SIZE PER NEC, LABEL "LIGHTING".
WP-IU
WP
GFI
S
SK
ELECTRICAL SYMBOLS & ABBREVIATIONS:
J
PC
4 5
6 N
E n g i n e e r I i n g , n c .
icklaus
1 REVISIONS:
3/30/23, J.R.A., CLIENT SITE REVISIONS.
2 7/19/23, J.R.A., CITY FINAL COMMENTS.
11.a
Packet Pg. 202 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid)
RETENTION
BASIN
LOW MOW
TURF
STOP
STOP
FIELDVIEW AVE
MANUEL ORTIZ AVE
10TH ST
S CLARK RD
S CLARK RD
E
STOP
STOP
FIELDVIEW AVE
MANUEL ORTIZ AVE
10TH ST
S CLARK RD
S CLARK RD
E
DXF file created by LitePro 2.025 on 4/21/2023 1:40:01 PM
PHOTOMETRIC CALCULATION SUMMARY
AREA NAME GRID / TYPE # PTS SPAC AVE MAX MIN MAX/MIN AVE/MIN Pathway Pathway / H-H 258 10.00 1.96 7.78 0.10 80.44 20.26
SEE MUSCO SHOP DRAWINGS FOR MUSCO SPORTSLIGHTING SYSTEM LIGHTING PHOTOMETRIC CALCULATIONS
AT THE BASKETBALL COURT
PHOTOMETRIC CALCULATION
POINT (FOOTCANDLES) (TYPICAL)
+
4.01 +
4.49 +
4.53 +
4.50 +
4.42 +
4.28 +
4.38 +
3.34 +
3.00 +
2.86 +
1.77 +
0.95 +
0.49 +
0.30 +
0.22 +
0.22 +
0.29 +
0.47 +
0.89 +
1.67 +
2.61 +
2.09 +
2.54 +
2.38 +
1.41 +
0.73 +
0.38 +
0.22 +
0.17 +
0.18 +
0.25 +
0.45 +
0.87 +
1.65 +
2.57 +
2.54 +
2.76 +
2.23 +
1.29 +
0.66 +
0.35 +
0.21 +
0.16 +
0.18 +
0.26 +
0.47 +
0.92 +
1.74 +
2.65 +
2.29 +
2.76 +
2.19 +
1.26 +
0.64 +
0.34 +
0.21 +
0.17 +
0.19 +
0.29 +
0.51 +
0.97 +
1.75 +
3.95 +
2.79 +
4.88 +
2.79 +
3.01 +
1.79 +
2.68 +
1.00 +
2.81 +
0.55 +
3.03 +
0.36 +
3.11 +
0.33 +
2.82 +
0.44 +
3.03 +
0.77 +
3.13 +
1.42 +
2.94 +
2.33 +
2.70 +
2.80 +
2.88 +
2.81 +
3.59 +
2.52 +
3.89 +
6.34 +
7.21 +
7.78 +
1.56 +
3.56 +
5.45 +
6.10 +
7.05 +
6.77 +
0.82 +
3.44 +
3.86 +
4.20 +
4.45 +
5.22 +
6.27 +
5.80 +
0.46 +
2.83 +
3.36 +
3.40 +
3.63 +
4.35 +
5.34 +
5.61 +
0.32 +
2.40 +
2.77 +
2.90 +
3.13 +
3.79 +
4.64 +
4.97 +
0.34 +
2.61 +
3.04 +
3.08 +
3.11 +
3.72 +
4.40 +
4.36 +
0.52 +
3.14 +
3.48 +
3.50 +
3.29 +
3.56 +
4.04 +
2.56 +
0.97 +
3.13 +
2.18 +
3.58 +
3.20 +
3.08 +
3.39 +
1.76 +
3.05 +
2.64 +
2.57 +
2.75 +
1.64 +
2.77 +
0.90 +
2.00 +
0.53 +
1.14 +
0.39 +
0.61 +
0.42 +
0.37 +
0.62 +
0.32 +
1.13 +
0.41 +
1.99 +
0.72 +
2.80 +
1.35 +
2.32 +
2.30 +
2.79 +
2.72 +
1.99 +
2.36 +
1.11 +
2.60 +
0.60 +
1.67 +
0.37 +
0.90 +
0.32 +
0.49 +
0.40 +
0.34 +
0.67 +
0.34 +
1.22 +
0.49 +
1.99 +
0.87 +
2.60 +
1.58 +
1.88 +
2.76 +
2.49 +
2.76 +
1.17 +
0.74 +
0.42 +
0.24 +
0.15 +
0.11 +
0.10 +
0.11 +
0.16 +
0.28 +
0.53 +
1.05 +
1.90 +
2.72 +
2.75 +
2.67 +
1.81 +
0.98 +
0.50 +
0.26 +
0.15 +
0.11 +
0.10 +
0.13 +
0.20 +
0.36 +
0.72 +
1.41 +
2.38 +
2.49 +
2.05 +
2.58 +
1.63 +
0.85 +
0.42 +
0.23 +
0.14 +
0.10 +
0.10 +
0.14 +
0.23 +
0.42 +
0.84 +
1.61 +
2.53 +
2.59 +
2.75 +
2.24 +
1.31 +
0.67 +
0.34 +
0.19 +
0.13 +
0.11 +
0.12 +
0.18 +
0.30 +
0.56 +
1.10 +
1.96 40'0 40' 80' 120'
E-1.2 -
-
STAFF
STAFF
JRA
JUNE LIGHTING PHOTOMETRIC
CALCULATIONS
BUENA VISTA PARK
THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION, OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ENGINEER WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS. 1"=40'-0"
DATE: , 2022
SURVEYED BY: JOB. No.:
DRAWN BY:
DES. BY:
SCALE:
JOL-SERVER1\00-Archives-JOL\Archives-2022\22012-ElCentroBuenaVista\22012-Electrical\22012-E1.2.dwg
SHEET OF
THIS DRAWING IS A LEGAL DOCUMENT ONLY WHEN SEALED AND SIGNED BY ENGINEER OF RECORD. COPYRIGHT INFRINGEMENT LAWS DO APPLY. USE OF THESE PLANS, SPECIFICATIONS, OR ANY DETAILS CONTAINED HEREIN SHALL BE RESTRICTED TO THE ORIGINAL DESIGN FOR WHICH THEY WERE PREPARED.
JOB. No.:
JOL ENTERPRISES, INC.
720 E. 39th Place, Suite 6
Yuma Arizona, 85365
office: (928) 783-0922
fax : (928) 783-3854
www.jolenterprises.com
22-012
N
022-0025
1851 West 24th Street Yuma, Arizona 85364 Phone: (928)344-8374 www.neiaw.com NE n g i n e e r I i n g , n c . icklaus 1 REVISIONS:
3/30/23, J.R.A., CLIENT SITE REVISIONS.
11.a
Packet Pg. 203 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid) E-2.1 -
-
STAFF
STAFF
JRA ELECTRICAL LIGHTING DETAILS JUNE
BUENA VISTA PARK
THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION, OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ENGINEER WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.
NONE DATE: , 2022
SURVEYED BY: JOB. No.:
DRAWN BY:
DES. BY:
SCALE:
JOL-SERVER1\00-Archives-JOL\Archives-2022\22012-ElCentroBuenaVista\22012-Electrical\22012-E2.1.dwg
SHEET OF
THIS DRAWING IS A LEGAL DOCUMENT ONLY WHEN SEALED AND SIGNED BY ENGINEER OF RECORD. COPYRIGHT INFRINGEMENT LAWS DO APPLY. USE OF THESE PLANS, SPECIFICATIONS, OR ANY DETAILS CONTAINED HEREIN SHALL BE RESTRICTED TO THE ORIGINAL DESIGN FOR WHICH THEY WERE PREPARED.
JOB. No.:
JOL ENTERPRISES, INC.
720 E. 39th Place, Suite 6
Yuma Arizona, 85365
office: (928) 783-0922
fax : (928) 783-3854
www.jolenterprises.com
22-012
LIGHT FIXTURE: LED AREA LIGHT, 10,000 LUMENS, 3,000K, MULTI-TAP BALLAST, DIE-CAST ALUMINUM HOUSING, THICK ACRYLIC WAVEGUIDE, FULL CUTOFF, DARK BRONZE FINISH, TENON MOUNT, PHOTOCELL CONTROL.
TYPE F1: TYPE IV DISTRIBUTION (LITHONIA RADPT-LED-P4-30K-ASY-MVOLT-RADPTXX-PE-DDBXD OR EQUAL).
TYPE F2: TYPE V DISTRIBUTION (LITHONIA RADPT-LED-P4-30K-SYM-MVOLT-RADPTXX-PE-DDBXD OR EQUAL).
TYPE F3: TYPE IV DISTRIBUTION WITH HOUSE SIDE SHIELD (LITHONIA RADPT-LED-P4-30K-ASY-MVOLT-RADPTXX-PE-HS-DDBXD OR EQUAL).
CONDUIT WITH
BUSHED ENDS
ROUND EDGES
CONDUIT & WIRE -
SEE PLAN VIEW FOR SPECS
3500 PSI CONC.
18'-0"
24" MIN.
6'-0"
3" 3"
2"
24" DIA.
1 E2.1
PEDESTRIAN LIGHT & POLE DETAIL
SCALE: NONE
6"
(4) #5 VERT. REINF.
(4) #3 TIES @ 12 O.C. (#3 TIES REQUIRE 135° END HOOKS FOR SEISMIC INTEGRITY)
FINISHED
GRADE OR
PAVING
(4) #3 TIES @ 3" O.C. TOP 8"
(#3 TIES REQUIRE 135° END HOOKS FOR SEISMIC INTEGRITY)
HAND HOLE W/1/4" DIA. THREADED GROUND
STUD WELDED TO INSIDE BACK (BOND EGC)
(4) MANUF. A.B., BRG. PLATE, NON SHRINK
GROUT DBL. NUT FOR LEVELING, BASE/A.B. COVER BY ELEC. PER MANUF. SPECS. TIE A.B. TO VERT. REINF.
LIGHT POLE, MIN. 4" SQUARE, ALUMINUM OR STEEL W/ MANUFACTURER'S DURABLE PRIMER & FACTORY FINISH. DARK BRONZE FINISH. SUPPLIER MUST PROVIDE VERIFICATION OF WIND LOADING WITHSTAND CAPABILITY, 115 MPH ULTIMATE (89 MPH
NOMINAL) REQUIRED PER 2018 IBC. (CONTRACTOR SHALL SUBMIT SUPPLIER'S CERTIFICATION & CALCULATIONS FOR THE COMPLETE
ASSEMBLY (POLE, FIXTURE, ARM, BASE) WITH MANUFACTURER'S ENGINEERED DATA (WEIGHT, EPA) FOR EACH COMPONENT OF THE COMPLETE ASSEMBLY. ALTERNATELY, CONTRACTOR SHALL OBTAIN THE SERVICES OF A REGISTERED ENGINEER & SUBMIT ENGINEERED LIGHT POLE ASSEMBLY & BASE DESIGN WITH THE SUBMITTAL FOR REVIEW.) ELECTRICAL GENERAL NOTES:
1. ALL MATERIALS AND WORKMANSHIP TO BE NEW AND OF FIRST RATE QUALITY. MATERIALS TO BE UL LISTED AND APPROVED. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN COMPLIANCE WITH
THE CURRENT ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE AND ANY OTHER STATE AND LOCAL APPLICABLE CODES.
2. ALL CEILING, FLOOR, AND WALL PENETRATIONS AND BOXES SHALL BE CAULKED/SEALED TO PRESERVE FIRE RATINGS AND WATER PROOF INTEGRITY. FIRESTOPPING OF PENETRATIONS IN AND THROUGH FIRE RATED FLOORS, CEILINGS & WALLS SHALL BE IN ACCORDANCE WITH IBC & UL AND AS REQUIRED BY
THE FIRESTOPPING MANUFACTURER FOR THE CONSTRUCTION TYPE & FIRE RATING SPECIFIED (SEE ARCHITECTURAL DRAWINGS). THE FIRESTOPPING SYSTEM SHALL BE LISTED AND TESTED TO UL-1479 & ASTM E-814. INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER INSTRUCTIONS.
3. ALL ELECTRICAL CONDUCTORS SHALL BE COPPER, 90 DEGREE C TEMPERATURE RATING, MINIMUM SIZE IS NO. 12 AWG. ALL WIRING SHALL BE IN CONDUIT UNLESS OTHERWISE NOTED ON THE DRAWINGS. UNDERGROUND CONDUCTORS MUST BE RATED FOR 90 DEGREE C AS DEFINED FOR "WET LOCATION" BY THE NEC UNLESS NOTED OTHERWISE.
4. A. ALL CONDUIT SHALL BE METALLIC ELECTRICAL CONDUIT UNLESS NOTED OTHERWISE ON THE DRAWINGS. MINIMUM SIZE CONDUIT IS 1/2". ALL CONDUITS AND BOXES SHALL BE CONCEALED ABOVE CEILINGS, IN WALLS OR UNDER FLOORS AS REQUIRED OR AS NOTED OTHERWISE ON THE DRAWINGS.
B. UNDERGROUND CONDUIT SHALL BE MINIMUM OF SCHEDULE 40 PVC OR MEDIUM WALL (MW) FIBERGLASS RTRC, 90 DEGREE C. RATED WITH MINIMUM OF TRENCH COVER PER NEC TABLE 300-5. ALL UNDERGROUND JUNCTION/PULL BOXES SHALL BE RATED THE SAME AS THE ASSOCIATED CONDUIT, MINIMUM SIZE UNDERGROUND CONDUIT IS 3/4".
5. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF CONDUIT, WIRING, ELECTRICAL EQUIPMENT AND ASSOCIATED HARDWARE WITH THE INSTALLATION OF THE MECHANICAL EQUIPMENT AND OTHER TRADES. SEE THE CIVIL/LANDSCAPING PLANS FOR EXACT LOCATIONS.
6. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND INSTALLATION OF SERVING ELECTRICAL TELEPHONE/TV COMPANY CONDUIT SYSTEMS AND SERVICE EQUIPMENT. UNDERGROUND TRENCH LOCATIONS SHOWN ARE APPROXIMATE AND MUST BE VERIFIED BY THE SERVING UTILITY. CONTACT WITH THE SERVING UTILITIES IS REQUIRED PRIOR TO INSTALLATION. THE CONTRACTOR IS RESPONSIBLE FOR EXISTING FIELD CONDITIONS AND PROVIDING A FULL FUNCTIONING ELECTRICAL SYSTEM.
7. ALL LIGHT FIXTURES, RECEPTACLE AND JUNCTION BOXES, PANEL BOARDS AND ALL OTHER METALLIC ELECTRICAL APPLIANCES AND DEVICES MUST BE GROUNDED AS REQUIRED BY SECTION 250 OF THE NATIONAL ELECTRICAL CODE.
8. LIGHT FIXTURE SUBSTITUTIONS MUST BE OF EQUAL APPLICATION, SIZE, WEIGHT, AND APPEARANCE.
9. MATERIALS & INSTALLATION SHALL COMPLY WITH REQUIREMENTS FOR INSTALLATION IN SEISMIC ZONE 4/DESIGN CATEGORY D. 022-0025
MANUF. OPTIONAL MOUNTING PLATE
TYPICAL PANEL BOARD OR CONTROL PANEL
UNISTRUT P1000T, 1 5/8" x 1 5/8" SLOTTED, 12 GA, HOT DIPPED GALV, HORIZONTAL SUPPORT (MIN. 2 PER ASSEMBLY) (COORDINATE WITH
EQUIPMENT MOUNTING HOLES)
(TYPICAL)
6'-0" MAX.
WIDTH PER
PANEL MAUNFACTURER
(5' MAX.)
HEIGHT PER
PANEL MANUF.
3" (TYP)
FIELD
VERIFY
MINIMUM 1/2" x 5 1/2" DIA. GALVANIZED SIMPSON STRONG BOLT (EXP. ANCHOR) (4) PER POST BASE
UNITSTRUT P1354 GALV. ADJUSTABLE HINGE
(TYP @ 4)
1/2" DIA. GALV. BOLTS BY MANUFACTURER (TYP)
UNISTRUT P1001, 1 5/8" X 3 1/4" BACK-TO-BACK SOLID, 12 GA, HOT DIPPED GALV. (TYP) 2'-0" MIN. UNISTRUT P2072A 6" x 6" x 3.5"
POST BASE, GALV. (TYP)
TYPICAL PANEL BOARD OR CONTROL PANEL
MIN. 4" EMBED (TYP)
7" THICK CONC. EQUIPMENT PAD
1/2" DIA MOUNTING BOLT &
CHANNEL NUT WITH SPRING (TYP)
AA
MINIMUM 1/2" x 5 1/2" DIA. GALVANIZED SIMPSON STRONG
BOLT (EXP. ANCHOR)
(4) PER POST BASE
A-A
FIELD INSTALL ADDITIONAL PAD AS REQUIRED TO INSTALL SUPPORT KNEE BRACE 45°
UNITSTRUT P1000, 1 5/8" x 1 5/8" SOLID, 12 GA, HOT DIPPED GALV 2 E2.1
EQUIPMENT MOUNTING ASSEMBLY DETAIL
SCALE: NONE
NOTE: ALTERNATE MANUFACTURER DESIGNED
EQUIPMENT SUPPORT STRUCTURE MAY BE SUBMITTED FOR SUBSTITUTION. #4 BC, 5' COIL INSTALLED IN 6" COMPACTED
SAND FILL AT BASE OF FOUNDATION
1 REVISIONS:
7/19/23, J.R.A., CITY FINAL COMMENTS.
1 NE n g i n
e
e r I i n g ,
n
c
.
i
c
klaus
1851 West 24th Street Yuma, Arizona 85364
Phone: (928) 344-8374
www.neiaw.com
11.a
Packet Pg. 204 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid) E-3.1 -
-
STAFF
STAFF
JRA ELECTRICAL ONE-LINE DIAGRAM JUNE
BUENA VISTA PARK
THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION, OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAINS WITH THE ENGINEER WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.
NONE DATE: , 2022
SURVEYED BY: JOB. No.:
DRAWN BY:
DES. BY:
SCALE:
JOL-SERVER1\00-Archives-JOL\Archives-2022\22012-ElCentroBuenaVista\22012-Electrical\22012-E3.1.dwg
SHEET OF
1851 West 24th Street P.O. Box 6029
YUMA, ARIZONA 85364 (928)344-8374
Email: [email protected]
THIS DRAWING IS A LEGAL DOCUMENT ONLY WHEN SEALED AND SIGNED BY ENGINEER OF RECORD. COPYRIGHT INFRINGEMENT LAWS DO APPLY. USE OF THESE PLANS, SPECIFICATIONS, OR ANY DETAILS CONTAINED HEREIN SHALL BE RESTRICTED TO THE ORIGINAL DESIGN FOR WHICH THEY WERE PREPARED.
JOB. No.:
JOL ENTERPRISES, INC.
720 E. 39th Place, Suite 6
Yuma Arizona, 85365
office: (928) 783-0922
fax : (928) 783-3854
www.jolenterprises.com
22-012
SERVICE PEDESTAL 120/240V, 1∅, 3W, 200A MCB
30 CIRCUITS, 22,000 AIC, NEMA 3R, ALUM. ANODIZED FINISH (MYERS MEUG32-S-M200, MILBANK WEST CP3B1211EB22AL, OR EQUAL) IID UG SERVICE FROM IID PADMOUNT XFMR. TRENCH, BACKFILL, CONDUIT, &
XFMR PAD PER IID DRAWINGS & SPECS
(2) 3/4"x10' CU. GRD. (SEE ELECTRICAL GENERAL NOTE 6). RODS SPACES MIN. 6' APART AT OPPOSITE ENDS OF PEDESTAL 200A/2P MCB
M
14,318A MAX. A.F.C.
#4 CU MBJ, BONDS, & GRDS
S-2,4
S-6,8
20A/2P
20A/2P
FIN. GRADE
GN
24" DEEP CONCRETE SUPPORT & HOUSEKEEPING
EQUIPMENT PAD AND (4) 5/8"x18" MIN. GALV. ANCHOR
BOLTS PER MANUFACTURER, IID, AND CALTRANS REQUIREMENTS, EXTEND PAD 2" AROUND EACH SIDE OF PEDESTAL, ANCHOR BOLTS BY MANUFACTURER.
NOTES (ONE-LINE DIAGRAM):
1. PROVIDE RATED EQUIPMENT & DEVICES BY MANUFACTURER CAPABLE OF SAFELY INTERRUPTING THE AVAILABLE FAULT CURRENT.
2. PROVIDE WARNING LABELS & MARKING BY MANUFACTURER AT ALL SWITCHBOARDS, PANELBOARDS, & INDUSTRIAL CONTROL PANELS/MCC'S LIKELY TO CREATE ARC FLASH CONDITIONS AS REQUIRED BY NEC ART. 110.16.
3. LABEL & MARK MAIN SERVICE DISCONNECT(S) PER NEC. MAXIMUM OF 6 DISCONNECTS PERMITTED PER NEC.
4. TIE UFER GROUND TO BUILDING FOUNDATION PER NEC.
5. WHERE CONDUIT IS INDICATED AS OVERHEAD METAL CONDUIT, UNDERGROUND/UNDERSLAB PVC CONDUIT IS AN APPROVED ALTERNATE.
6. INSTALL INTERSYSTEM BONDING TERMINATION BAR (ERICO OR EQUAL) PER NEC ART. 250.94 EXTERIOR TO THE SERVICE EQUIPMENT.
7. CONFIRM FINAL AVAILABLE FAULT CURRENT AT SERVICE WITH I.I.D. PRIOR TO WORK.
KEY NOTES:
SEE LOAD SUMMARY FOR CIRCUIT SCHEDULE INCLUDING CIRCUIT IDENTIFICATION, WIRE & CONDUIT SIZING, & LOAD. 1 ELECTRICAL SPECIFICATIONS:
FURNISH AND INSTALL, INCLUDING LABOR, SUPERVISION, MATERIALS, TOOLS, SERVICES, TRANSPORTATION, OVERHEAD COSTS, FEES, PLAN CHECK FEES, INSPECTION CHARGES, ROYALTIES, PROFITS, ETC., A COMPLETE ELECTRICAL INSTALLATION AS SPECIFIED HEREIN AND INDICATED ON THE ELECTRICAL DRAWINGS. PERFORM WORK IN AN APPROVED, NEAT, FIRST CLASS, SAFE, WORKMANSHIP LIKE MANNER THAT COMPLIES WITH ALL APPLICABLE LOCAL, STATE, FEDERAL, AND SERVICING ELECTRICAL AND TELEPHONE UTILITIES, ETC., CODES, ORDINANCES, RULES, REGULATIONS, STANDARDS, ETC. THE ENTIRE ELECTRICAL INSTALLATION SHALL COMPLY WITH OR SURPASS THE CURRENT ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE AND OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA).
ALL MATERIALS AND EQUIPMENT FURNISHED BY THE ELECTRICAL CONTRACTOR SHALL BE NEW OF FIRST-CLASS QUALITY UNLESS NOTED OTHERWISE, FREE FROM DEFECTS, AND CONFORM WITH UNDERWRITER LABORATORIES INC. STANDARDS AND BE SO LABELED. MATERIALS, EQUIPMENT ETC. NOT INDICATED ON DRAWINGS OR SPECIFIED HEREIN BUT REQUIRED FOR A SUCCESSFUL AND EFFICIENT COMPLETION OF THE ELECTRICAL INSTALLATION SHALL BE HELD TO BE IMPLIED AND SHALL BE FURNISHED AND INSTALLED AT NO ADDITIONAL COST. ENCLOSURES FOR ALL EQUIPMENT SHALL BE SUITABLE FOR USE INTENDED e.g., WEATHER-PROOF FOR EXTERIOR AND WET LOCATIONS. ALL EQUIPMENT SHALL BE RATED FOR USE INTENDED, e.g., VOLTAGE, HORSE POWER, RATING OF DISCONNECT SWITCHES, ETC.
IMMEDIATELY UPON AWARD OF CONTRACT, COORDINATE BETWEEN UTILITIES AND OWNER TO QUANTIFY AND FINALIZE TOTAL UTILITY COMPANY CHARGES AND OWNER PAYMENT OF SERVICE CHARGES FOR SERVING ELECTRICAL AND TELEPHONE UTILITIES. INCLUDE IN BID AND PROVIDE ALL ADDITIONAL WORK, MATERIALS, ETC., REQUIRED BY THE UTILITIES SUCH AS TRENCHING, BACKFILL, CONDUIT, TRANSFORMER PADS, GROUNDING, ETC. REQUIRED TO PROVIDE COMPLETE ELECTRICAL AND TELEPHONE SERVICE TO THIS PROJECT.
MATERIALS, EQUIPMENT, ETC., INCLUDING THOSE FURNISHED BY OTHERS, THAT ARE TO BE INSTALLED BY THE ELECTRICAL CONTRACTOR SHALL BE RECEIVED AND PROPERLY PROTECTED BY THE CONTRACTOR UNTIL ENTIRE INSTALLATION IS COMPLETE.
MAKE NO INSTALLATION OF WORK WHICH WOULD LEAVE INADEQUATE OPERATION OR SERVICING SPACE FOR ANY ITEM FOR THE ENTIRE PROJECT. DRAWINGS ARE NOT INTENDED TO SHOW IN DETAIL ALL FEATURES OF WORK. CHECK LOCATION AT ELECTRICAL WORK TO DETERMINE IN ADVANCE THAT IT CLEARS ALL OPENINGS, STRUCTURAL MEMBERS, ETC. THE CONTRACTOR SHALL INSTALL ALL THE MINIMUM CODE REQUIRED MATERIALS AND EQUIPMENT AT NO ADDITIONAL COST.
ALL SWITCHES AND RECEPTACLES FOR THIS PROJECT SHALL BE COMMERCIAL GRADE 20 AMP. ALL DEVICE PLATES SHALL BE SMOOTH PLASTIC; IVORY COLORED ON LIGHT WALLS AND BROWN COLORED ON DARK WALLS. (U.N.O.) PROVIDE WEATHER-PROOF DIE CAST ALUMINUM BOXES & COVERS AT OUTDOOR LOCATIONS. INSTALL "IN-USE" TYPE WP COVERS AT RECEPTACLES AT OUTDOOR WET LOCATIONS.
ALL WIRING SHALL BE INSTALLED IN APPROVED RACEWAYS IF REQUIRED BY CODES. RACEWAYS SHALL BE APPROVED FOR USE INTENDED. ALL ELECTRICAL CONDUCTORS SHOWN ARE 600V COPPER, MINIMUM SIZE CONDUCTOR IS NO. 12 AWG, AND AS RECOMMENDED BY SUPPLIER OF EQUIPMENT AS APPLICABLE.
ALL CONDUIT SHALL BE INSTALLED CONCEALED UNLESS NOTED OTHERWISE. ALL CEILING, FLOOR, AND WALL PENETRATIONS & BOXES SHALL BE CAULKED/SEALED TO PRESERVE FIRE RATINGS AND WATER PROOF INTEGRITY. FIRESTOPPING OF PENETRATIONS IN & THROUGH FIRE RATED FLOORS, CEILINGS & WALLS SHALL BE IN ACCORDANCE WITH IBC & UL AND AS REQUIRED BY THE FIRESTOPPING MANUFACTURER FOR THE CONSTRUCTION TYPE & FIRE RATING SPECIFIED (SEE ARCHITECTURAL DRAWINGS). THE FIRESTOPPING SYSTEM SHALL BE LISTED AND TESTED TO UL-1479 & ASTM E-814. INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER INSTRUCTIONS.
FURNISH AND INSTALL FIXTURES COMPLETE WITH LAMPS AND ACCESSORIES. INSTALL SYMMETRICAL AND PLUMB. CLEAN LENSES AND/OR REFLECTORS AT COMPLETION.
PROVIDE SWITCHBOARDS, SERVICE EQUIPMENT, & PANELBOARDS WITH FULL SIZED BREAKERS AND COPPER BUSSING. LABEL EQUIPMENT AND WIRING PER NEC. PROVIDE TYPED PANEL DIRECTORIES AND IDENTIFY ALL CIRCUITS AND SPACES.
LABEL EQUIPMENT WITH MYCARTA TAGS, 1/4" ENGRAVED LETTERS.
PROVIDE WIRE COLOR CODING PER NEC AND ACCEPTED STANDARDS (A-BLACK/B-RED/N-WHITE/G-GREEN). PROVIDE UNDERGROUND WARNING TAPE & DETECTABLE TRACER WIRE AT ALL UNDERGROUND CONDUIT SYSTEMS.
THIS CONTRACT IS TO INCLUDE ALL CONTINGENCIES WHICH MAY ARISE AND WHICH MAY BE REQUIRED TO MAKE A COMPLETE ELECTRICAL SYSTEM.
THE ELECTRICAL CONTRACTOR SHALL VISIT SITE AND DETERMINE EXTENT OF THE WORK. AT COMPLETION OF ELECTRICAL INSTALLATION, PROVIDE OWNER WITH ACCURATE AS-BUILT DRAWINGS INDICATING ALL VARIATIONS FROM CONTRACT DRAWINGS, AND A LETTER TO THE OWNER'S REPRESENTATIVE STATING PROJECT FULLY COMPLIES WITH ALL CONTRACT DOCUMENTS AND IF NOT, HOW INSTALLATION WAS ACCOMPLISHED. ALL CHANGES SHALL BE SUBJECT TO OWNER'S REPRESENTATIVE'S APPROVAL.
PROVIDE NECESSARY LABOR, TOOLS, EQUIPMENT, e.g., VOLTMETER, AMMETER, MEGGER, ETC., AND CHECK ENTIRE ELECTRICAL SYSTEM IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE. ALL TESTING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION OF EQUIPMENT, MATERIALS, ETC., BEING TESTED.
MOUNT WP-IU GFI RECEPTACLE & BOX AT SES
S-1,3
022-0025
1 S-5
1 E3.1
ELECTRICAL ONE-LINE DIAGRAM
SCALE: NONE
METAL CWP
(IF AVAIL.)
20A/2P
20A/1P
20A/1P
S-7
BASKETBALL
COURTS MUSCO
LIGHTING
CONTROL CABINET, NEMA 3R W/HINGED
DOOR
(SEE SUPPLIER
SHOP DWGS)
120V CONTROL CKT
20A/1P
S-9
EQUIPMENT MOUNTING
ASSEMBLY, SEE DETAIL 2/E2.1, ASSEMBLY TO ACCOMODATE NEW EQUIPMENT. SIZE AS REQUIRED. (TYPICAL) 240V LIGHTING CKT 'A'
11.a
Packet Pg. 205 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid)
PROJECT GENERAL NOTES
BUENA VISTA PARK
VICINITY MAP
NOT TO SCALE
LOCATION MAP
NO TO SCALE
I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS
PROJECT, THAT I EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF SAN DIEGO IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ________________________________________________ _________________________ SIGNATURE DATE:
DAVID ALLAN TAYLOR, JR., LANDSCAPE ARCHITECT
CA L.L.A. 4819 EXPIRATION DATE: 7-31-24
FIRM NAME AND ADDRESS:
DELORENZO INTERNATIONAL, INC.
3954 MURPHY CANYON RD., SUITE D206
SAN DIEGO, CA 92123
TELEPHONE: (858) 430-6155
DECLARATION OF RESPONSIBLE CHARGE
I AM FAMILIAR WITH AND AGREE TO COMPLY WITH THE REQUIREMENTS OF THE LANDSCAPE IMPROVEMENT PLANS AS DESCRIBED IN CHAPTER 142.04 OF THE CITY OF SAN DIEGO MUNICIPAL CODE. I HAVE PREPARED THESE PLANS IN COMPLIANCE WITH THOSE REGULATIONS. I CERTIFY THAT THE PLAN IMPLEMENTS THE REGULATIONS TO PROVIDE EFFICIENT WATER USE.
LANDSCAPE ARCHITECT OF RECORD DATE
DAVID ALLAN TAYLOR, JR., LANDSCAPE ARCHITECT
CA LLA NO.4819 EXP. 7-31-24
WATER EFFICIENT LANDSCAPE
6/27/2023
6/27/2023
EL CENTRO, CALIFORNIA
LANDSCAPE IMPROVEMENTS PLANS FOR:
AS SHOWN
DATE: , 2023
SURVEYED BY:
JOB. No.:
DRAWN BY:
REV. BY:
SCALE:
SHEET OF 24
022-0025
N/A
SM
DT
JUNE 27
3954 Murphy Canyon Rd. Suite D206
San Diego, CA 92123
858.430.6155
LANDSCAPE
BUENA VISTA PARK
DLI JOB. No.: 21-034
7-31-24 Renewal Date Date
Signature
Dav id Al lan Tay lor , Jr . - L i c . #4819
L I CENSED LANDSCAPE ARCH I TECT
STAT E OF CA L I FORN I A
6-16-23 LT01
TITLE SHEET
BUENA VISTA PARK
1. ALL LOCAL, MUNICIPAL AND STATE LAWS, RULES AND
REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF
THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A
PART OF THE PROJECT SPECIFICATIONS AND THEIR
PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR.
THE CONTRACTOR IS RESPONSIBLE FOR THE ENFORCEMENT
OF FEDERAL AND STATE OF CALIFORNIA OCCUPATIONAL
SAFETY AND HEALTH REGULATIONS AND REQUIREMENTS.
2. ALL WORK SHALL COMPLY WITH THE STATE BUILDING CODE,
PART 2, TITLE 24, C.A.C., SECTION 2-11B FOR SPECIAL
STANDARDS FOR ACCESSIBILITY.
3. ALL WORK SHALL COMPLY WITH THE CITY OF EL CENTRO
LANDSCAPE MANUAL (LATEST EDITION). WHENEVER CITY
DESIGN STANDARDS, MANUALS, DETAILS OR SPECIFICATIONS
CONFLICT ON ANY MATTER, THE CITY ENGINEER SHALL
DETERMINE WHICH SHALL GOVERN.
4. IRRIGATION INSTALLATION, OPERATION AND MAINTENANCE
SHALL COMPLY WITH THE CITY OF SAN DIEGO WATER
EFFICIENT LANDSCAPE ORDINANCE.
5. ALL IRRIGATION WORK SHALL COMPLY WITH THE
REGULATIONS, SPECIFICATIONS AND DETAILS OF CITY OF EL
CENTRO WATER DEPARTMENT FOR POTABLE WATER. COMPLY
WITH ALL EMERGENCY DROUGHT REGULATIONS THAT ARE IN
PLACE AT THE TIME OF CONSTRUCTION AND MAINTENANCE.
6. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING
SAFETY OF ALL PERSONS & PROPERTY THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY & NOT BE
LIMITED TO NORMAL WORKING HOURS & THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE
OWNER AND THE LANDSCAPE ARCHITECT HARMLESS FROM
ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION
WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR THE LANDSCAPE ARCHITECT.
7. THE CONTRACTOR AGREES TO HOLD THE LANDSCAPE
ARCHITECT HARMLESS FROM ANY CLAIMS ARISING OUT OF HIS
OPERATIONS OR THE OPERATIONS OF ANY OF HIS
SUBCONTRACTORS, MATERIALS SUPPLIERS, OR AGENTS.
8. THE CONTRACT DRAWINGS REPRESENT THE FINISHED
CONSTRUCTION AND DO NOT INDICATE METHODS,
PROCEDURES, OR SEQUENCE OF CONSTRUCTION. THE
CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO
MAINTAIN THE INTEGRITY OF STRUCTURES DURING
CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE
DESIGN, CONSTRUCTION, AND MAINTENANCE OF ALL SAFETY
DEVICES, INCLUDING SHORING AND BRACING.
9. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF
ALL-EXISTING AND NEW UTILITIES, STRUCTURES, AND
SERVICES BEFORE WORK. THE LOCATIONS AND EXTENT OF
UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE
PLANS ARE APPROXIMATE ONLY UNDERGROUND UTILITIES OR
FACILITIES MAY EXIST THAT HAVE NOT BEEN RECORDED OR
REPORTED.
10. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES,
LANDSCAPING, AND FEATURES TO REMAIN ON AND ADJACENT
TO, THE PROJECT SITE DURING CONSTRUCTION.
CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ALL
DAMAGE RESULTING FROM HIS OPERATIONS OR NEGLIGENCE.
11. IN AN EMERGENCY THREATENING THE SAFETY OF LIFE, WORK
OR ADJOINING PROPERTY, THE CONTRACTOR IS HEREBY
INSTRUCTED TO ACT AT HIS DISCRETION TO PREVENT SUCH
LOSS OR INJURY.
12. ANY DISCREPANCIES OR OMISSIONS IN THE PLANS SHALL BE
IMMEDIATELY REPORTED TO THE OWNER AND THE
LANDSCAPE ARCHITECT. ANY DISCREPANCIES BETWEEN THE
FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR
DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION
AND/OR COST OF THE PROJECT SHALL BE REPORTED TO THE
OWNER AND THE LANDSCAPE ARCHITECT IMMEDIATELY. ALL
WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL
THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER
AND LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION
OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS
AT THE CONTRACTORS RISK AND EXPENSE.
13. THE CONTRACTOR SHALL OBTAIN AND REVIEW THE
PERTINENT ENGINEERING AND ARCHITECTURE PLANS BEFORE
BEGINNING WORK. THE CONTRACTOR SHALL VISIT THE SITE
AND VERIFY ALL DIMENSIONS PRIOR TO SUBMITTING A BID.
PERMITS FOR ANY CONSTRUCTION DEPICTED IN THESE PLANS
SHALL BE OBTAINED BY THE CONTRACTOR.
14. CONTRACTOR SHALL BE APPROPRIATELY LICENSED FOR THE
WORK AS REQUIRED BY THE STATE OF CALIFORNIA AND SHALL
POSSESS A CITY BUSINESS LICENSE REQUIRED FOR THE
PARTICULAR WORK BEING DONE. CONTRACTOR SHALL NOT
ALLOW LICENSES TO LAPSE DURING THE CONTRACT PERIOD.
15. DO NOT SCALE ANY DRAWING IN THIS SET. ALL WRITTEN
DIMENSIONS SHALL TAKE PRECEDENCE OVER THE SCALE
SHOWN ON THE PLANS, SECTIONS, AND DETAILS.
16. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT
BEFORE START OF CONSTRUCTION (2 WORKING DAYS BEFORE
DIGGING).
17. THE CONTRACTOR IS REQUIRED TO SUBMIT ITEMS LISTED IN
THE SPECIFICATIONS SUBMITTAL SUBSECTIONS TO THE
LANDSCAPE ARCHITECT AND OBTAIN HIS APPROVAL PRIOR TO
DELIVERY TO THE SITE AND PROCEEDING WITH
CONSTRUCTION. THE DETERMINATION OF "EQUAL"
SUBSTITUTIONS SHALL BE MADE ONLY BY THE PROJECT
LANDSCAPE ARCHITECT AND ARE SUBJECT TO APPROVAL BY
THE OWNER PRIOR TO INSTALLATION.
18. ALL MATERIALS AND PRODUCTS SHALL BE NEW UNLESS
NOTED OTHERWISE.
19. ANY AND ALL CHANGES TO THE LANDSCAPE CONSTRUCTION,
IRRIGATION AND PLANTING PLANS AS A RESULT OF
CONSTRUCTION OR VALUE ENGINEERING SHALL BE
DOCUMENTED AND SUBMITTED BY THE CONTRACTOR TO THE
OWNER FOR REVIEW AND APPROVAL PRIOR TO WORK BEING
PERFORMED. ONCE ACCEPTED, THE CONTRACTOR IS
REQUIRED TO DOCUMENT THE APPROVED CHANGES ON AN
AS-BUILT SET OF DRAWINGS TO BE MAINTAINED ON-SITE
DURING CONSTRUCTION AND SUBMITTED TO THE OWNER AND
LANDSCAPE ARCHITECT AT THE COMPLETION OF THE
PROJECT.
20. NO REVISIONS OR CHANGES SHALL BE MADE TO THESE PLANS
WITHOUT REVIEW AND WRITTEN APPROVAL OF THE OWNER
AND THE LANDSCAPE ARCHITECT THROUGH AN RFI 'REQUEST
FOR INFORMATION' SUBMITTED BY THE CONTRACTOR.
21. THE CONTRACTOR SHALL VERIFY WITH THE CITY OF EL
CENTRO AND THE LANDSCAPE ARCHITECT THAT THE PLANS
TO BE USED FOR CONSTRUCTION ARE CURRENT AND
APPROVED.
22. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY AND/OR
REQUIRED PERMITS AND PAY ALL RELATED FEES AND /OR
TAXES REQUIRED TO INSTALL THE WORK ON THESE PLANS.
23. SITE OBSERVATIONS SHALL INCLUDE, BUT NOT BE LIMITED TO:
23.1. ROUGH GRADING, DRAINAGE AND SLEEVE
CERTIFICATION.
23.2. TRENCHING.
23.3. IRRIGATION PRESSURE TEST PRIOR TO BACKFILL,
INCLUDING LATERAL LINES UNDER PAVEMENTS.
23.4. WIRING PRIOR TO BACKFILLING TRENCHES.
23.5. BACKFILLING.
23.6. HARDSCAPE STAKING AND LAYOUT.
23.7. FINISH GRADING AND SOIL PREPARATION
23.8. IRRIGATION COVERAGE TEST
23.9. PLANT MATERIAL WHEN DELIVERED AND PLACEMENT
APPROVAL.
23.10.CONSTRUCTION COMPLETION AND PUNCH LIST (START
MAINTENANCE PERIOD).
23.11.FINAL WALK THROUGH, ACCEPTANCE BY OWNER
24. CONTRACTOR SHALL PROVIDE FULL MAINTENANCE OF ALL
LANDSCAPE AREAS FOR A MINIMUM OF NINETY (90) DAYS
AFTER INITIAL WRITTEN OWNER APPROVAL AND COMPLETION
OF PUNCH LIST ITEMS.
25. ALL DRAWINGS AND MATERIALS APPEARING HEREIN
CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE
LANDSCAPE ARCHITECT AND THE SAME MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF DELORENZO INTERNATIONAL.
SITE
EL CENTRO
United States
Mexico
CALEXICO
SITE 10TH STREET
MANUEL ORTIZ AVE. S. CLARK ROAD
14TH AVE CYPRESS DR IMPERIAL AVE
VALLEYVIEW AVE DATE CANAL/ CITY LIMITS
EL CENTRO
WATER
TREATMENT
PLANT
DANENBURG DR
W. HORNE ROAD
RIVERVIEW AVE
MEADOWVIEW AVE
SKYVIEW AVE S. 8TH S. CLARK ROAD
1 11.a
Packet Pg. 206 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid) MATCH LINE - SEE SHEET LC03
MATCH LINE - SEE SHEET LC02
MANUEL ORTIZ AVE
15 1
10 12 11 12
13 9 1115 15
16 16
16 16
16 16
LOW MOW
TURF
FOR CONSTRUCTION LEGEND, SEE THIS SHEET.
FOR CONSTRUCTION DETAILS, SEE SHEET LC04.
FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET
LC05-06. 0 20 40 60 80 N
AS SHOWN
DATE: , 2023
SURVEYED BY:
JOB. No.:
DRAWN BY:
REV. BY:
SCALE:
SHEET OF 24
022-0025
N/A
SM
DT
JUNE 27
3954 Murphy Canyon Rd. Suite D206
San Diego, CA 92123
858.430.6155
LANDSCAPE
BUENA VISTA PARK
DLI JOB. No.: 21-034
7-31-24 Renewal Date Date
Signature Dav id Al lan Tay lor , Jr . - L i c . #4819 L I CENSED LANDSCAPE ARCH I TECT STAT E OF CA L I FORN I A 6-16-23 LC01
CONSTRUCTION PLAN
BUENA VISTA PARK 2
LANDSCAPE MATERIALS LEGEND
DECOMPSED GRANITE PATH PER CIVIL PLANS
SCORE LINE
EXPANSION JOINT
STAMPED PAVEMENT (#3 CONSTRUCTION KEY NOTES-INTEGRAL
COLOR CONCRETE)
LOW-MOW TURF AREA (SEE PLANTING PLANS)
BENCH - #5 - CONSTRUCTION KEYNOTES
TRASH/RECYCLE RECEPTACLE - # 6 CONSTRUCTION KEYNOTES
WATER FOUNTAIN - # 7 CONSTRUCTION KEYNOTES
SYMBOL MATERIAL DESCRIPTION # CONSTRUCTION KEYNOTES
CONSTRUCTION GENERAL NOTES
RETENTION BASIN PER CIVIL ENGINEER'S PLANS.
ACCESSIBLE PLAY STRUCTURE PER DETAILS C, E, F AND G, SHEET LC04. PLAYGROUND
EQUIPMENT AND RESILIENT SURFACING TO BE PURCHASED BY THE CITY OF EL CENTRO AND INSTALLED BY THE CONTRACTOR PER MANUFACTURER'S INSTRUCTIONS.
STAMPED INTEGRAL COLOR CONCRETE, DAVIS COLORS COLOR "SANGRIA 1117" OR APPROVED EQUAL, PER DETAILS A AND B, SHEET LC04. PATTERN PER CITY OF EL CENTRO.
NATURAL GRAY CONCRETE SIDEWALK (TYP.) PER DETAILS A & B, SHEET LC04. 6' BENCH (TYP.)METAL-ARMOR CURVED BASK PARK BENCHES MODEL MF2204 BLACK IN-GROUND MOUNT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. TYP. OF 7 TOTAL.
TRASH / RECYCLE RECEPTACLE (TYP.) STREETSCAPE CLASSIC SCD-2633 BLACK AND RC-SCD2633 RBL. INSTALL PER MANUFACTURER'S INSTRUCTIONS. TYP. OF 3 TOTAL.
HAWS ANTIQUE STYLE 'HI-LO' WATER FOUNTAIN MODEL 3511 BLACK PEDESTAL. INSTALL PER MANUFACTURER'S INSTRUCTIONS.
MONUMENT SIGN- DESIGN TO BE APPROVED BY THE CITY OF EL CENTRO NOT TO EXCEED ALLOWANCE AMOUNT INDICATED ON BID FORMS.
EXISTING PILASTERS AND FENCING TO REMAIN - PROTECT IN PLACE AND REPAIR IF DAMAGED DURING CONSTRUCTION.
EXISTING CMU WALL TO REMAIN - PROTECT IN PLACE AND REPAIR IF DAMAGED DURING CONSTRUCTION (TYP.)
EXISTING PARKWAY PLANTING/IRRIGATION - PROTECT IN PLACE AND REPAIR IF DAMAGED DURING CONSTRUCTION (TYP.)
EXISTING DRIVEWAY - PROTECT IN PLACE AND REPAIR IF DAMAGED DURING CONSTRUCTION.
EXISTING GATE - PROTECT IN PLACE AND REPAIR IF DAMAGED DURING CONSTRUCTION. (TYP.)
EXISTING PUBLIC SIDEWALK - PROTECT IN PLACE AND REPAIR IF DAMAGED DURING CONSTRUCTION (TYP.)
8' WIDE CONCRETE TRAIL (COLOR TO BE SELECTED), SEE DETAILS A & B, SHEET LC04.
PLANTING AREA (TYP.)
(NOT ASSIGNED)
BASKETBALL COURT. SEE DETAILS A AND B, SHEET LC04. SURFACE FINISH BY ACRYTECH SPORT SURFACES. GOALS SHALL BE TWO (2) DOUGLAS HOOPS F5 SERIES "656 MAX" (ITEM #69572). JOINTING TO BE SPECIFIED BY THE CITY OF EL CENTRO AND INSTALLED BY CONTRACTOR. 12345678
1. CODE REQUIRES THAT DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. CALL UNDERGROUND SERVICE ALERT (811) A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING.
2. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING ANY WORK. HAND EXCAVATE AS REQUIRED.
3. REFER TO DRAWINGS BY NEI JOB NO. 022-0025 FOR GRADING. 9 10 11
12 13
14 15
16 17
18 11.a
Packet Pg. 207 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid) MATCH LINE - SEE SHEET LC03
MATCH LINE - SEE SHEET LC01
FIELDVIEW AVE 8 1 75 2 6 4
15 3
12 13
11 9
10 14 14
15 11
LOW MOW
TURF
16 16
16 16
16 16
16 16
16 18 0 20 40 60 80 N
AS SHOWN
DATE: , 2023
SURVEYED BY:
JOB. No.:
DRAWN BY:
REV. BY:
SCALE:
SHEET OF 24
022-0025
N/A
SM
DT
JUNE 27
3954 Murphy Canyon Rd. Suite D206
San Diego, CA 92123
858.430.6155
LANDSCAPE
BUENA VISTA PARK
DLI JOB. No.: 21-034
7-31-24 Renewal Date Date
Signature Dav id Al lan Tay lor , Jr . - L i c . #4819 L I CENSED LANDSCAPE ARCH I TECT STAT E OF CA L I FORN I A 6-16-23 LC02
CONSTRUCTION PLAN
BUENA VISTA PARK 3
FOR CONSTRUCTION LEGEND, SEE THIS SHEET.
FOR CONSTRUCTION DETAILS, SEE SHEET LC04.
FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET
LC05-06. # CONSTRUCTION KEYNOTES
CONSTRUCTION GENERAL NOTES
1. CODE REQUIRES THAT DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. CALL UNDERGROUND SERVICE ALERT (811) A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING.
2. DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING ANY WORK. HAND EXCAVATE AS REQUIRED.
3. REFER TO DRAWINGS BY NEI JOB NO. 022-0025 FOR GRADING.
LANDSCAPE MATERIALS LEGEND
DECOMPSED GRANITE PATH PER CIVIL PLANS
SCORE LINE
EXPANSION JOINT
STAMPED PAVEMENT (#3 CONSTRUCTION KEY NOTES-INTEGRAL
COLOR CONCRETE)
LOW-MOW TURF AREA (SEE PLANTING PLANS)
BENCH - #5 - CONSTRUCTION KEYNOTES
TRASH/RECYCLE RECEPTACLE - # 6 CONSTRUCTION KEYNOTES
WATER FOUNTAIN - # 7 CONSTRUCTION KEYNOTES
SYMBOL MATERIAL DESCRIPTION
RETENTION BASIN PER CIVIL ENGINEER'S PLANS.
ACCESSIBLE PLAY STRUCTURE PER DETAILS C, E, F AND G, SHEET LC04. PLAYGROUND
EQUIPMENT AND RESILIENT SURFACING TO BE PURCHASED BY THE CITY OF EL CENTRO AND INSTALLED BY THE CONTRACTOR PER MANUFACTURER'S INSTRUCTIONS.
STAMPED INTEGRAL COLOR CONCRETE, DAVIS COLORS COLOR "SANGRIA 1117" OR APPROVED EQUAL, PER DETAILS A AND B, SHEET LC04. PATTERN PER CITY OF EL CENTRO.
NATURAL GRAY CONCRETE SIDEWALK (TYP.) PER DETAILS A & B, SHEET LC04. 6' BENCH (TYP.)METAL-ARMOR CURVED BASK PARK BENCHES MODEL MF2204 BLACK IN-GROUND MOUNT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. TYP. OF 7 TOTAL.
TRASH / RECYCLE RECEPTACLE (TYP.) STREETSCAPE CLASSIC SCD-2633 BLACK AND RC-SCD2633 RBL. INSTALL PER MANUFACTURER'S INSTRUCTIONS. TYP. OF 3 TOTAL.
HAWS ANTIQUE STYLE 'HI-LO' WATER FOUNTAIN MODEL 3511 BLACK PEDESTAL. INSTALL PER MANUFACTURER'S INSTRUCTIONS.
MONUMENT SIGN- DESIGN TO BE APPROVED BY THE CITY OF EL CENTRO NOT TO EXCEED ALLOWANCE AMOUNT INDICATED ON BID FORMS.
EXISTING PILASTERS AND FENCING TO REMAIN - PROTECT IN PLACE AND REPAIR IF DAMAGED DURING CONSTRUCTION.
EXISTING CMU WALL TO REMAIN - PROTECT IN PLACE AND REPAIR IF DAMAGED DURING CONSTRUCTION (TYP.)
EXISTING PARKWAY PLANTING/IRRIGATION - PROTECT IN PLACE AND REPAIR IF DAMAGED DURING CONSTRUCTION (TYP.)
EXISTING DRIVEWAY - PROTECT IN PLACE AND REPAIR IF DAMAGED DURING CONSTRUCTION.
EXISTING GATE - PROTECT IN PLACE AND REPAIR IF DAMAGED DURING CONSTRUCTION. (TYP.)
EXISTING PUBLIC SIDEWALK - PROTECT IN PLACE AND REPAIR IF DAMAGED DURING CONSTRUCTION (TYP.)
8' WIDE CONCRETE TRAIL (COLOR TO BE SELECTED), SEE DETAILS A & B, SHEET LC04.
PLANTING AREA (TYP.)
(NOT ASSIGNED)
BASKETBALL COURT. SEE DETAILS A AND B, SHEET LC04. SURFACE FINISH BY ACRYTECH SPORT SURFACES. GOALS SHALL BE TWO (2) DOUGLAS HOOPS F5 SERIES "656 MAX" (ITEM #69572). JOINTING TO BE SPECIFIED BY THE CITY OF EL CENTRO AND INSTALLED BY CONTRACTOR. 123456789
10 11
12 13
14 15
16 17
18 11.a
Packet Pg. 208 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid) MATCH LINE - SEE SHEET LC01 S CLARK RD
MANUEL ORTIZ AVE STOP 1
11 14
11 14
15 16
16 16
15 MATCH LINE - SEE SHEET LC02
FIELDVIEW AVE STOP S CLARK RD 1
11 14
11 14
15 16
16 16 9
15 0 20 40 60 80 N
AS SHOWN
DATE: , 2023
SURVEYED BY:
JOB. No.:
DRAWN BY:
REV. BY:
SCALE:
SHEET OF 24
022-0025
N/A
SM
DT
JUNE 27
3954 Murphy Canyon Rd. Suite D206
San Diego, CA 92123
858.430.6155
LANDSCAPE
BUENA VISTA PARK
DLI JOB. No.: 21-034
7-31-24 Renewal Date Date
Signature Dav id Al lan Tay lor , Jr . - L i c . #4819 L I CENSED LANDSCAPE ARCH I TECT STAT E OF CA L I FORN I A 6-16-23
MATCH LINE - SEE ABOVE LEFT
MATCH LINE - SEE BELOW RIGHT
FOR CONSTRUCTION LEGEND, SEE SHEET LC01.
FOR CONSTRUCTION DETAILS, SEE SHEET LC04.
FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET
LC05-06.
LC03
CONSTRUCTION PLAN
BUENA VISTA PARK 4
11.a
Packet Pg. 209 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid) C
B NO SCALE
CONCRETE PAVEMENT JOINTING A NO SCALECONCRETE PAVEMENT PROFILE 12" 2"
CONCRETE PAVEMENT, FINISH PER PLANS
AND MATERIALS SCHEDULE - STRENGTH:
PEDESTRIAN - 2,500 PSI MIN.
DRIVEWAY - 4,000 PSI MIN.
1/2" R EDGES
REINFORCEMENT, CENTERED IN
PAVEMENT:
PEDESTRIAN - 6X6 - W2.9X/2.9 WWM
DRIVEWAY - #4@18"O.C.B.W.
PAVEMENT THICKNESS:
PEDESTRIAN - 4"
DRIVEWAY - 6"
DEEPENED EDGE FOR DRIVEWAY
PAVEMENTS
COMPACT BASE TO 90% REL. DEN.
FINISH GRADE, DRAIN AWAY FROM
PAVEMENTS
CONCRETE PAVEMENT NOTES:
1. JOINTING SHOWN ON PLAN IS
APPROXIMATE.
2. ALL PAVEMENTS AND JOINTING TO
COMPLY WITH GEOTECHNICAL
FLATWORK RECOMMENDATIONS.
1 2
3 4
5 6
7 SCORE JOINT
WEAKENED PLANE/CONTROL JOINT
CONTRACTION JOINT
1/8" WIDE X 1/2" DEEP SAWCUT SCORE JOINT.
SAWCUT WEAKENED PLANE JOINT, MIN. 1/4TH DEPTH
OF PAVEMENT:
PEDESTRIAN - 1/8" UNFILLED
DRIVEWAY - 3/8" UNFILLED
1/4" R EDGE.
CONTRACTION JOINT FILLER MATERIAL, SET 1/2"
BELOW FINISH SURFACE, FILL WITH SELF LEVELING
JOINT FILLER PER MANUF.
SPECS, COLOR TO MATCH PAVEMENT:
3/8" PEDESTRIAN WALKS
1/2" AT BUILDING FOUNDATION AND DRIVEWAY
STEEL SLIP DOWEL. DOWEL PAVEMENT TO ADJACENT
PAVEMENTS AND FOUNDATIONS AT DOORWAYS AS
FOLLOWS:
PEDESTRIAN - #4 X 18" @ 24" O.C.
DRIVEWAY - #5 X 24" & 18" O.C.
PRE-FABRICATED KEYED CONSTRUCTION JOINT
CONSTRUCTION JOINT 1/4 T
3/4"
1 2
3 4
5 6
1 2
4 5
6 3
1 3
2 7
5 6
PLAY STRUCTURE
1 AS SHOWN
DATE: , 2023
SURVEYED BY:
JOB. No.:
DRAWN BY:
REV. BY:
SCALE:
SHEET OF 24
022-0025
N/A
SM
DT
JUNE 27
3954 Murphy Canyon Rd. Suite D206
San Diego, CA 92123
858.430.6155
LANDSCAPE
BUENA VISTA PARK
DLI JOB. No.: 21-034
7-31-24 Renewal Date Date
Signature
Dav id Al lan Tay lor , Jr . - L i c . #4819
L I CENSED LANDSCAPE ARCH I TECT
STAT E OF CA L I FORN I A
6-16-23
FOR CONSTRUCTION LEGEND, SEE SHEET LC01.
FOR CONSTRUCTION PLANS, SEE SHEETS LC01-03.
FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET
LC05-7.
LC04
CONSTRUCTION DETAILS
BUENA VISTA PARK
F
PLAY AREA DRAINAGE
NO SCALE
3 2
1 6
5 4 12"
RESILIENT PLAY SURFACE, INSTALL PER MANUFATURER'S
SPECIFICATIONS. COLOR TO BE SELECTED BY OWNER.
3/4" CRUSHED, DOUBLE WASHED, DRAINAGE ROCK.
4" SDR-35 PVC PERFORATED PIPE PER PLAN. LAY WITH DRAIN
HOLES ON BOTTOM. MIN. 3" OF 3/4" DRAIN ROCK AROUND
EDGE OF PIPE. CONNECT TO DRAINAGE SYSTEM SHOWN ON
CIVIL DRAWINGS.
95% COMPACTED SUBGRADE.
NOTE:
MANUFACTURER'S DRAINAGE SPECIFICATIONS SHALL SUPERSEDE
THIS DETAIL.
10"
2% MIN. 2% MIN.
AGGREGATE BASE COMPACTED TO 95%.
FILTER FABRIC - MIN. OVERLAP 12".
1 2
3 3
4 5
3 6
1% MIN. 1% MIN.
G SCALE: X" = 1'-0"
PLAY AREA STORM DRAIN CLEANOUT
8 5
1 2
6 7
9 10
8 4
3 7
NOTE:
CLEANOUT SIZE EQUIVALENT TO PIPE SIZE
UNLESS OTHERWISE NOTED ON PLANS.
PLAN
ELEVATION
CAP
#3 METER BOX OR ROUND 12" CAST IRON
CLEANOUT CAP.
RESILIENT PLAY SURFACE.
AGGREGATE BASE.
4" PERFORATED DRAIN PIPE PER CIVIL
ENGINEER'S PLANS.
LONG TURN 1/4 BEND.
CONTINUATION WHERE SHOWN ON CIVIL
ENGNEER'S PLANS.
45° WYE
DRAIN PIPE-SIZE AS SHOWN AS PLAN
45°-1/8 BEND OR AS NECESSARY.
1" DIA. YELLOW SAFETY SURFACE DOT
OVER CLEANOUT LOCATION
1 2
3 4
5 6
7 8
9 10
11 11
H
(NOT ASSIGNED)
NOT TO SCALE
E SCALE: 3" = 1'-0"
8" 1'-0" 3" MIN. TYP.
CONCRETE DEEPENED EDGE.
#3 BAR CONT. TOP AND BOTTOM (TYP.).
#3 REBAR STIRRUP (VERT.)
ADJACENT CONC. WALK, DEPTH AND REINFORCEMENT
PER DETAILS A AND B/LC-4.
PLAY SURFACE EPDM COLOR LAYER MIN. 1/2" DEPTH ,
FLUSH WITH ADJACENT PAVEMENT .
PLAY SURFACE SBR CUSHION LAYER, MIN. 3 INCH
DEPTH PER MANUF. RECOMMENDATIONS.
4" MIN. TO 6" DEPTH OF AGGREGATE BASE PER
SPECIFICATIONS, COMPACT TO 95%.
NON-WOVEN FILTER FABRIC.
95% COMPACTED SUBGRADE.
5/8" x 12" SLIP DOWEL @24" O.C. FOR ADJACENT SLAB
2% TO DRAIN
NOTES:
1. PROVIDE 1/2" EXPANSION JOINTS AT 45' ON CENTER
AND AT CHANGES IN DIRECTION.
5 PLAY AREA SAFETY SURFACE
AND CURB DEEPENED EDGE D
(NOT ASSIGNED)
NO SCALE
11.a
Packet Pg. 210 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid)
AS SHOWN
DATE: , 2023
SURVEYED BY:
JOB. No.:
DRAWN BY:
REV. BY:
SCALE:
SHEET OF 24
022-0025
N/A
SM
DT
JUNE 27
3954 Murphy Canyon Rd. Suite D206
San Diego, CA 92123
858.430.6155
LANDSCAPE
BUENA VISTA PARK
DLI JOB. No.: 21-034
7-31-24 Renewal Date Date
Signature
Dav id Al lan Tay lor , Jr . - L i c . #4819
L I CENSED LANDSCAPE ARCH I TECT
STAT E OF CA L I FORN I A
6-16-23 LC05
CONSTRUCTION SPEC'S.
BUENA VISTA PARK
LANDSCAPE CONSTRUCTION SPECIFICATIONS
3. QUALITY ASSURANCE:
A. IN ADDITION TO COMPLYING WITH THE APPLICABLE CODES AND REGULATIONS OF GOVERNMENTAL AGENCIES
HAVING JURISDICTION, CONTRACTOR SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE CRSI MANUAL OF STANDARD PRACTICES. WHERE THESE REQUIREMENTS CONFLICT WITH THIS SPECIFICATION, COMPLY WITH THE MORE STRINGENT PROVISIONS.
B. PROPORTION AND MIX OF CEMENT, AGGREGATE, ADMIXTURE AND WATER TO ATTAIN REQUIRED PLASTICITY AND STRENGTH IN ACCORDANCE WITH CURRENT EDITION OF ACI MANUAL OF CONCRETE PRACTICE AND PCA "DESIGN AND CONTROL OF CONCRETE MIXTURES."
C. SLUMP:
1. MAXIMUM: 5 - INCHES.
2. MINIMUM: 3 - INCHES.
D. MINIMUM PSI RATING AT 28 DAYS: 2,500.
E. CEMENT QUANTITY PER YARD OF MIX:
1. MINIMUM: 6 SACK.
2. MAXIMUM: 7 SACK.
F. WATER/CEMENT RATIO: 0.630 - 0.67
G. FINE AGGREGATE (WASHED CONCRETE SAND): 70% OF TOTAL.
H. COARSE AGGREGATE (PEA GRAVEL): 30% OF TOTAL.
I. THE USE OF FLYASH WITHIN CONCRETE PAVING IS NOT PERMITTED.
J. ENSURE THAT BATCH PLANT GUARANTEES SINGLE SOURCE ("SOLE SOURCE") SUPPLY FOR CEMENT, FINE AGGREGATE, AND COARSE AGGREGATE FOR THE ENTIRE LENGTH OF PROJECT TO ENSURE UNIFORM COLOR THROUGHOUT.
K. CONCRETE DELIVERY: DO NOT USE CONCRETE LOADS EXCEEDING 90 MINUTES FROM TIME OF BATCHING.
L. SUBGRADES SHALL CONSIST OF SEMI-PERMEABLE NON-EXPANSIVE SOILS COMPACTED PER THE RECOMMENDATIONS OF THE GEOTECHNICAL SOILS REPORT AND SHALL BE GRADED TO A LEVEL PLANE PARALLEL WITH THE FINISH SURFACE.
4. REVIEW OF SITE CONDITION:
A. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORILY CONDITIONS ARE CORRECTED.
B. NOTIFY OWNER'S REPRESENTATIVE 24 HOURS BEFORE SCHEDULED START OF PLACING CONCRETE. EXCAVATIONS,
FORMWORK, REINFORCEMENT, AND EMBEDDED ITEMS SHALL HAVE BEEN INSPECTED AND APPROVED BEFORE ANY CONCRETE IS PLACED.
C. TREAT SUB-GRADE UNDER PAVED AREAS WITH WEED KILLER IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. TAKE EXTREME PRECAUTION TO CONFINE WEED KILLER TO AREA COVERED WITH PAVING, AND PROVIDE NECESSARY PROTECTION INJURY OR DAMAGE TO LIFE OR PROPERTY.
5. PREPARATION:
A. COORDINATE THE WORK OF THIS SECTION WITH RELATED WORK. ALL CONDUITS AND PIPES MUST BE BURIED A MINIMUM OF 6" BELOW SUBGRADE SURFACE AND PROPERLY RE-COMPACTED WITH NON-EXPANSIVE SOILS. DO NOT PLACE ANY CONDUITS OR PIPES WITHIN THE CONCRETE PAVING.
6. INSTALLATION:
A. GENERAL:
1. ALL CONCRETE SHALL BE FREE FROM DEFECTS, AND SHALL CONFORM TO THE SHAPES, DIMENSIONS AND FINISH GRADE ELEVATIONS AS INDICATED ON THE PLANS. DEFECTIVE CONCRETE SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THEIR EXPENSE.
2. ALL EXPOSED SURFACES SHALL BE FREE FROM JOINT AND POUR LINES AND SHALL HAVE A UNIFORM TEXTURE. ALL
CONCRETE SHALL CONFORM TO THE TEXTURES AND FINISHES AS CALLED FOR IN THE PLANS OR AS APPROVED DURING THE CONCRETE SUBMITTAL PERIOD (SEE 'SUBMITTALS' SECTION ABOVE).
3. WHEN CURING COMPOUNDS ARE USED, ADJACENT SURFACES SHALL BE PROTECTED BY CONTRACTOR FROM OVERSPRAY.
4. ALL WALKS SHALL DRAIN AT A MINIMUM OF 1% CROSSFALL, OR AS NOTED ON THE PLANS.
5. CONCRETE PADS IN FRONT OF BUILDING ENTRY SHALL BE FINISHED TO A GRADIENT NO GREATER THAN 2% TO A POINT 60" OUT FROM THE FACE OF THE BUILDING PER TITLE 24 CALIFORNIA STATE HANDICAPPED CODE.
6. CROSS PITCH ON ALL WALKING SURFACES SHALL NOT EXCEED 2%.
7. VERIFY SHAPE, HEIGHT AND LOCATION OF EXISTING STOOPS AND NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES.
8. OWNER'S REPRESENTATIVE SHALL APPROVE ALL FORMING PRIOR TO POURING OF CONCRETE.
9. ENSURE THAT FORM LUMBER IS NEW #2 OR BETTER GRADE WOOD ON ALL UPGRADED OR ENHANCED CONCRETE APPLICATIONS. PREVIOUSLY USED FORM LUMBER SHALL NOT BE USED.
B. CONVEYING:
1. WITH EACH LOAD, PROVIDE TICKET CERTIFYING THE MATERIALS AND QUANTITIES AS WELL AS COMPLIANCE WITH THE APPROVED MIX DESIGN.
C. REINFORCING:
1. SEE DETAILS AND THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEER AND/OR PROJECT STRUCTURAL ENGINEER.
D. JOINTING:
1. CONTRACTION JOINTS (CONTROL JOINTS, SAWCUTS AND TOOLED JOINTS):
A. PLACE SAWCUT AND TOOLED CONTRACTION JOINTS IN LOCATIONS INDICATED ON DRAWINGS.
B. PERFORM SAWCUT JOINTING WITH A NEW DIAMOND TIP CIRCULAR SAW AFTER SLAB HAS ATTAINED ITS INITIAL SET.
C. SAWCUT JOINT WIDTH: PER DRAWINGS. DO NOT EXCEED 3/16 - INCH IN WIDTH.
D. DEPTH OF SAWCUTS AND TOOLED JOINTS: 1/4TH DEPTH OF SLAB.
1. DECORATIVE SAWCUT JOINTS: PER DRAWINGS.
E. SAWCUT JOINTS IN A STRAIGHT LINE WITH NO OVERCUTTING.
F. USE A HAND TOOL TO SAWCUT UP TO VERTICAL EDGES SUCH AS WALLS, STEPS, CURBS, AND COLUMNS. DO NOT OVERCUT INTO VERTICAL SUFACES OR ADJACENT CONCRETE.
G. TOOLING TO BE DONE WHILE CONCRETE IS PLASTIC AND SHALL BE TRUE TO LINE AND PROFILE.
H. JOINTING TOOL: SHALL BE 2" WIDE AT SURFACE, TAPERED, WITH TOP EDGES ROUNDED TO 1/8" RADIUS.
I. TOOL OR OTHERWISE FORM GROOVES IN HANDICAPPED RAMPS IN ACCORDANCE WITH DRAWINGS AND TITLE 24 REQUIREMENTS.
2. CONSTRUCTION JOINTS (COLD JOINTS AND DOWLED CONSTRUCTION JOINTS):
A. PLACE SAWCUT AND TOOLED CONSTRUCTION JOINTS IN LOCATIONS INDICATED IN DRAWINGS.
B. PERFORM SAWCUT JOINTING WITH A NEW DIAMOND TIP CIRCULAR SAW AFTER SLAB HAS ATTAINED ITS INITIAL SET.
C. SAWCUT JOINT WIDTH: PER DRAWINGS. DO NOT EXCEED 3/16 - INCH IN WIDTH.
D. DEPTH OF SAWCUTS AND TOOLING: TO TOP OF FOAM.
E. SAWCUT AND TOOL JOINTS IN A STRAIGHT LINE WITH NO OVERCUTTING.
F. USE A HAND TOOL TO SAWCUT UP TO VERTICAL EDGES SUCH AS WALLS, STEPS, CURBS AND COLUMNS. NO CUTTING INTO VERTICAL SURFACES WILL BE ALLOWED.
3. ISOLATION JOINTS (EXPANSION JOINTS):
A. LOCATION AS SHOWN IN DRAWINGS BUT GENERALLY BETWEEN VERTICAL AND HORIZONTAL SURFACES, I.E.
HORIZONTAL SLABS AGAINST WALLS, COLUMNS AND STEPS.
E. INTEGRAL COLOR CONCRETE:
1. INTEGRAL COLOR FOR CONCRETE SHALL BE AS SPECIFIED ON PLANS.
2. USE OF AN ADMIXTURE SHALL NOT RELIEVE THE CONTRACTOR OF THE DESIGNATED CONCRETE STRENGTH REQUIREMENTS.
3. AIR ENTRAINMENT: DO NOT EXCEED 2%.
4. SHRINKAGE REDUCING: DO NOT EXCEED 2% BY WEIGHT OF CEMENT.
F. FINISHING:
1. WHILE THE SURFACE IS STILL PLASTIC, PROVIDE A TEXTURED FINISH AS REQUIRED BY THE DRAWINGS, OR AS DIRECTED BY OWNER'S REPRESENTATIVE.
2. SMOOTH FINISH:
STEEL TROWEL AND BURNISH TO A SMOOTH, DENSE, HARD FINISH.
3. SANDBLAST FINISH:
SANDBLAST FINISH SHOLD BE APPLIED 1-2 DAYS AFTER CONCRETE HAS BEEN PLACED. SANDBLAST TEXTURE SHALL BE CONSISTENT THROUGHOUT THE PROJECT ACROSS ALL CONCRETE POURS. REFER TO APPROVED SAMPLE FOR DEGREE OF SANDBLAST FINISH.
4. BROOM FINISH:
IMMEDIATELY AFTER CONCRETE HAS BEEN TROWELED AND JOINTS HAVE BEEN FORMED, BROOM FINISH WITH MEDIUM STIFF BRISTLE BROOM.
5. SALT FINISH:
IMMEDIATELY AFTER CONCRETE HAS BEEN TROWELED AND JOINTS HAVE BEEN FORMED, SPREAD ROCK SALT AT A UNIFORM RATE OF ONE POUND OF CRYSTALS PER 10 SQUARE FEET OF CONCRETE SURFACE. TAMP CRYSTALS IN PLACE TO DEPTH REQUIRED TO OBTAIN AN ACCEPTABLE TEXTURE. AT THE PROPER TIME DISLODGE AND SWEEP UP CRYSTALS AND THEIR RESIDUE AND REMOVE FROM THE SITE. WASH CONCRETE SURFACE WITH A FOG SPRAY OF FRESH WATER. POWER WASHING WILL NOT BE PERMITTED.
6. RETARDANT FINISH:
APPLY RETARDANT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
7. ACID-WASHED FINISH:
A. APPLY MURATIC ACID AT APPROXIMATELY 10:1 RATIO ABOUT 1 TO 2 DAYS AFTER CONCRETE IS PLACED. IN
COLD AND RAINY CONDITIONS, MORE TIME MAY BE NEEDED FOR THE CONCRETE TO START THE HYDRATION PROCESS BEFORE ACID WASH CAN BE APPLIED. HANDLE ACID WITH CARE TO AVOID SPILLAGE AND STAINING.
PREVAILING WEATHER CONDITIONS WILL AFFECT TIMING AND STRENGTH OF ACID WASH. DAMP CURE SLAB OR USE CURING PAPER; DO NOT USE CURING COMPOUNDS. ACID WASHED FINISH SHALL BE CONSISTENT THROUGHOUT PROJECT ACROSS ALL CONCRETE POURS. REFER TO APPROVED SAMPLE FOR DEGREE OF ACID WASH FINISH.
8. COLOR HARDENER:
A. THE COLOR HARDENER SHALL BE AS SPECIFIED ON PLANS.
B. COLOR HARDENER SHALL BE APPLIED EVENLY TO THE STILL PLASTIC SURFACE BY THE DRY-SHAKE METHOD AT THE RATE OF 60 POUNDS PER 100 SQUARE FEET. IT SHALL BE APPLIED IN TWO SHAKES, WOOD FLOATED AFTER EACH, AND TROWELED ONLY AFTER THE FINAL FLOATING.
9. STAMPED CONCRETE:
A. STAMPED CONCRETE PATTERN SHALL BE AS SHOWN ON PLANS.
B. COLOR SHALL BE AS SHOWN ON PLANS.
C. CONCRETE MIX SHALL BE PLACED, SCREENED TO THE PROPER GRADE, AND WOOD FLOATED TO A UNIFORM SURFACE. WHILE THE CONCRETE IS STILL IN THE PLASTIC STAGE OF SETTING, THE SPECIAL FORMING TOOLS SHALL BE APPLIED TO PRODUCE THE DESIRED PATTERN AND TEXTURED SURFACE.
D. A LIGHT BROOM FINISH SHALL BE APPLIED AFTER STAMPING TO PRODUCE A NON-SLIP FINISH AND SMOOTH EDGES, UNLESS OTHERWISE DIRECTED.
10. CONCRETE STAIN:
THE FOLLOWING CONCRETE STAIN SPECIFICATIONS ARE GIVEN AS MINIMUM STANDARDS. THE CONTRACTOR
SHALL OBTAIN THE CONCRETE STAIN MANUFACTURER'S APPLICATION SPECIFICATIONS AND SHALL FOLLOW THE MANUFACTURER'S SPECIFICATIONS WHERE THEY EXCEED THOSE STATED BELOW.
A. THE CHEMICAL STAIN SHALL BE AS SPECIFIED ON PLANS. IF NO STAIN MANUFACTURER IS SPECIFIED ON THE PLANS, 'LITHOCHROME CHEMSTAIN' AS MANUFACTURED BY L. M. SCOFIELD COMPANY SHALL BE USED.
B. COLOR SHALL BE AS SHOWN ON PLANS.
C. CONCRETE SHALL BE FULLY CURED AND CLEAN OF DIRT, OIL, COATING, ETC. DO NOT USE ACID SOLUTIONS FOR CLEANING. NEW CONCRETE SHALL BE CURED USING CURING PAPER.
D. APPLY CHEMICAL STAIN AND SCRUB WITH AN ACID-RESISTANT, MEDIUM STIFFNESS, UNCOLORED NYLON BRUSH. HANDLE CHEMICAL STAIN WITH CARE TO AVOID SPILLAGE AND STAINING. ALLOW SOLUTION TO
REMAIN ON SURFACE BETWEEN APPLICATIONS AND FOLLOWING FINAL APPLICATION A MINIMUM OF FOUR HOURS. NUMBER OF APPLICATIONS WILL VARY AND WILL BE DEPENDANT ON THE DESIRED COLOR, SATURATION, EFFECT, ETC.
E. REMOVE RESIDUE BY WET SCRUBBING WITH A COMMERCIAL DETERGENT AND A ROTARY FLOOR MACHINE, THEN RINSING THE SURFACE UNTIL THE RINSE WATER RUNS CLEAR. DO NOT ALLOW SPILLAGE, REACTED RESIDUE, RUNOFF, OR DISCARDED EQUIPMENT TO CONTACT ADJACENT AREAS. COLLECT LIQUIDS AND
RESIDUE BY WET-VACUUMING OR ABSORBING WITH INERT MATERIALS AND DISPOSE OF THEM IN ACCORDANCE WITH APPLICABLE REGULATIONS.
G. CURING:
1. CURING METHOD SHALL BE PER CONTRACTOR BASED ON WEATHER CONDITIONS, CONCRETE TYPE, CONCRETE COLOR, ETC. BUT SHALL BE SUBJECT TO APPROVAL BY OWNER AND LANDSCAPE ARCHITECT (SEE "SUBMITTALS" SECTION ABOVE). CURING METHOD SELECTED BY CONTRACTOR SHALL CONFORM TO APPLICABLE ASTM AND ACI SPECIFICATIONS FOR CONCRETE CURING.
2. ANY CONCRETE DEFECTS SUCH AS SHRINKAGE CRACKS, SPIDER CRACKS, AND CURLING THAT ARE CAUSED BY IMPROPER CURING ARE UNACCEPTABLE. DEFECTIVE CONCRETE SHALL BE REMOVED AND REPLACED TO THE REQUIREMENTS OF THIS SECTION.
H. SEALING:
1. SEALING MATERIAL SHALL BE PER CONTRACTOR BASED ON CONCRETE TYPE, CONCRETE COLOR, ETC. BUT SHALL BE SUBJECT TO APPROVAL BY OWNER AND LANDSCAPE ARCHITECT (SEE "SUBMITTALS" SECTION ABOVE).
2. APPROVED SEALING MATERIALS INCLUDE "REPELLO" AND "COLORCURE" AS MANUFACTURED BY L.M. SCOFIELD COMPANY. NEITHER OF THESE MATERIALS NEED BE USED, HOWEVER, SUBMITTED SEALING MATERIAL MUST MEET SIMILAR SEALING STANDARDS.
3. IF SEALING MATERIAL REQUIRES APPLICATION AFTER CONCRETE HAS CURED, IT IS THE CONTRACTOR'S
RESPONSIBILITY TO PROPERLY CLEAN THE CONCRETE PRIOR TO SEALING AFTER CONCRETE HAS CURED (APPROXIMATELY 28 DAYS).
I. FIELD QUALITY CONTROL:
1. INSPECTION: REQUEST REVIEW BY OWNER'S REPRESENTATIVE OF EACH OF THE FOLLOWING ITEMS PRIOR TO CONTINUING WITH THE WORK:
- LAYOUT
- FORMING
- SUB-GRADE PREPARATION AND REINFORCING STEEL INSTALLATION. - CONCRETE FINISHING.
J. IRREGULAR OR DAMAGED CONCRETE:
1. REMOVE CONCRETE PAVING WHICH IS IRREGULAR OR DAMAGED (NOT TRUE TO LINE AND PLANE, NOT PROPERLY FINISHED, NOT PITCHED TO DRAIN, CRACKED, HONEYCOMBED, SPALLED, CONTAINS ROCK POCKETS, ETC.).
SUCH WORK SHALL BE REMOVED AND REPLACED TO THE REQUIREMENTS OF THIS SECTION AND PROVIDES A UNIFORM QUALITY AND APPEARANCE.
K. PROTECTION:
1. PREVENT TRAFFIC ON SURFACES OF CONCRETE PAVING FOR A PERIOD OF 3 DAYS. PROVIDE, MAINTAIN AND REMOVE BARRICADES AS REQUIRED.
PROVIDE LABOR, MATERIALS, PERMITS, EQUIPMENT, SUPERVISION, SERVICES, TRANSPORTATION AND ALL OTHER ITEMS
NECESSARY TO COMPLETE ALL CONSTRUCTION WORK AS INDICATED AND SPECIFIED WITHIN THESE PLANS BY DELORENZO INTERNATIONAL. THE INSTALLATION SHALL BE COMPLETE IN EVERY RESPECT TO THE SATISFACTION OF THE OWNER.
A. GENERAL CONDITIONS
1. IT IS THE INTENT THAT ALL IMPROVEMENTS SHALL BE CONSTRUCTED, ASSEMBLED AND INSTALLED IN AN EFFICIENT AND SATISFACTORY MANNER ACCORDING TO THE HIGHEST WORKMANLIKE STANDARDS. IMPROVEMENTS SHALL BE COMPLETE IN EVERY RESPECT AND SHALL BE LEFT READY FOR THEIR INTENDED USE AND/OR OPERATION BY THE OWNER.
2. THE CONTRACTOR SHALL CARRY ALL NECESSARY COMPENSATION, LIABILITY AND PROPERTY DAMAGE INSURANCE TO
COVER HIS WORKERS AND INSTALLATION SO AS TO OFFER FULL PROTECTION TO THE OWNER FROM ANY POSSIBLE DAMAGE SUIT OR LIEN ON THE OWNER'S PROPERTY.
3. THE CONTRACTOR SHALL APPLY AND PAY FOR NECESSARY PERMITS AND FEES REQUIRED BY LOCAL GOVERNING CODES AND MUNICIPALITIES TO COMPLETE THE WORK.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET-BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED.
5. LOCAL, MUNICIPAL AND STATE CODES, LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY MADE A PART OF THESE PLANS AND SPECIFICATIONS.
6. THESE PLANS ARE PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR; THE CONTRACTOR SHALL VERIFY ALL SITE
CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AFFECTING THE INTENDED DESIGN OF THE CONSTRUCTION WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE IMMEDIATELY.
7. ANY DISCREPANCIES BETWEEN THE SITE CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR THE DESIGN INTENT
AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT IMMEDIATELY. ANY CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS AT THE CONTRACTOR'S RISK AND EXPENSE.
8. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF CONSTRUCTION ELEMENTS TO AVOID CONFLICTS WITH
GRADING, PLANTING, IRRIGATION, UTILITIES, OR ENGINEERING OR ARCHITECTURAL FEATURES THROUGH THE OWNER'S REPRESENTATIVE.
9. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL LOCATE BY STAKES, OR OTHER MEANS, ALL CONSTRUCTION ELEMENTS AS DELINEATED ON THE PLANS FOR APPROVAL BY THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT.
10.THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ALL UTILITIES, CONSTRUCTION, IRRIGATION AND PLANTING
ELEMENTS, EXISTING OR NEW, MARKED OR UNMARKED, AND SHALL REPAIR OR REPLACE ANY DAMAGED IMPROVEMENTS IN A MANNER ACCEPTABLE TO THE OWNER'S REPRESENTATIVE.
11.ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING
1. ALL CONSTRUCTION ITEMS SHALL BE LOCATED AS DIMENSIONED ON THE PLANS UNLESS OTHERWISE INDICATED IN NOTES, DETAILS, LEGENDS AND SPECIFICATIONS.
2. DIMENSIONS ARE TAKEN FROM FACE OF VERTICAL IMPROVEMENTS UNLESS NOTED ON PLANS.
3. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE DRAWINGS.
4. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BE THE SAME AS OTHER SIMILAR WORK SHOWN OR NOTED ON THE PLANS.
1. CONTRACTOR SHALL VERIFY IN THE FIELD, THE EXTENT OF IMPORT OR EXPORT TO INSURE FINAL GRADES AND NOTIFY OWNER OF ALL DISCREPANCIES WHICH SHALL AFFECT CONTRACTOR'S WORK PRIOR TO BEGINNING WORK.
2. ALL EXISTING FILL SOIL AND DISTURBED NATURAL SOILS ARE TO BE EXCAVATED AND REPLACED WITH PROPERLY COMPACTED FILL PER THE STRUCTURAL SOILS REPORT. ALL FILLING, BACKFILLING, RECOMPACTION, ETC., IS TO BE ACCOMPLISHED ONLY UNDER THE SUPERVISION OF A SOILS ENGINEER.
3. EXPORT SOIL AND DEBRIS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL GRADES.
5. CONTRACTOR IS RESPONSIBLE FOR ACHIEVING POSITIVE DRAINAGE AT THE FOLLOWING MINIMUM GRADIENTS UNLESS OTHERWISE NOTED: 1% IN PAVED AREAS, 2% IN ALL PLANTED AREAS.
6. ALL SUBSURFACE DRAIN LINES INDICATED ON THESE PLANS SHALL HAVE A MINIMUM ONE-HALF OF ONE PERCENT SLOPE CONSTANT TO OUTLET.
B. PORTLAND CEMENT CONCRETE PAVING:
ALL RECOMMENDATIONS FOR CONCRETE SUB-BASE REQUIREMENTS, SUB-GRADE REQUIREMENTS, COMPRESSIVE STRENGTH, SLAB THICKNESS, CONTROL JOINTS, REINFORCEMENT, ETC. OF ALL PAVING ON GRADE GIVEN WITHIN THE PLANS AND SPECIFICATIONS BY URBAN ARENA ARE MINIMUM STANDARDS. CONTRACTOR SHALL VERIFY SUB-BASE REQUIREMENTS, SUB-GRADE REQUIREMENTS, COMPRESSIVE STRENGTH, SLAB THICKNESS, CONTROL JOINTS, REINFORCEMENT, ETC. WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEER AND/OR PROJECT STRUCTURAL ENGINEER. WHEN
RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEER AND/OR PROJECT STRUCTURAL ENGINEER DIFFER FROM
THE REQUIREMENTS GIVEN WITHIN THE PLANS AND SPECIFICATIONS BY DELORENZO INTERNATIONAL, THE MORE STRINGENT RECOMMENDATIONS SHALL TAKE PRECEDENCE.
1. SUBMITTALS:
A. BECAUSE CONCRETE COLORS AND FINISHES MAY BE ALTERED BY MANY FACTORS INCLUDING CEMENT COLOR, SAND COLOR, SLUMP, FINISHING PRACTICES, AND CURING METHODS, THE CONTRACTOR SHALL CAST TWO (2) SETS OF
CONCRETE SAMPLES FOR REVIEW AND APPROVAL BY THE OWNER (ONE PRELIMINARY SET OF SAMPLES AND ONE FINAL SET OF SAMPLES). SAMPLES SHALL BE CAST FOR EVERY CONCRETE FINISH INDICATED ON THE PLANS AND SHALL CONTAIN JOINT TYPES SPECIFIED ON THE PROJECT, I.E. CONSTRUCTION, CONTRACTION (INCLUDING DECORATIVE SAWCUTS), AND ISOLATION. THE CONTRACTOR SHALL FIRST CAST ONE (1) PRELIMINARY SET OF SAMPLES WHICH SHALL BE 12" X 12" SQUARE. PRELIMINARY SAMPLES SHALL BE ACCOMPANIED BY 8-½ X 11 DOCUMENTATION
INDICATING CONCRETE MIX, AGGREGATES, SAND, INTEGRAL COLOR (AS APPLICABLE), CURING METHOD, AND SEALERS THAT ARE TO BE USED BY THE CONTRACTOR. AFTER THE PRELIMINARY SAMPLES AND DOCUMENTATION HAVE RECEIVED APPROVAL BY THE OWNER AND LANDSCAPE ARCHITECT, THE CONTRACTOR SHALL CAST (1) SET OF 4' X 4' X REQUIRED THICKNESS SQUARE FINAL SAMPLES. BOTH PRELIMINARY AND FINAL SAMPLES SHALL BE CAST USING THE
EXACT CONTEMPLATED MATERIALS AND CONSTRUCTION TECHNIQUES INCLUDING CONCRETE MIX, AGGREGATES, SAND, INTEGRAL COLOR (AS APPLICABLE), CURING METHODS, SEALERS, ETC. SAMPLES SHALL BE CAST AT A LOCATION DESIGNATED BY OWNER'S REPRESENTATIVE. APPROVED SAMPLES SHALL BE LEFT IN PLACE IF APPROVED BY THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL PROTECT SAMPLES FROM DAMAGE OR LOSS. APPROVED FINAL SAMPLES WILL BE THE STANDARDS FOR CONCRETE WORK.
B. STATEMENT OF MIX DESIGN: SUBMIT (1) COPY OF STATEMENT OF MIX DESIGN PREPARED BY BATCH PLANT SERVICING PROJECT FOR EACH LOAD DELIVERED TO PROJECT. STATEMENT OF MIX DESIGN TO CONTAIN FOLLOWING INFORMATION:
1. NAME, ADDRESS AND TELEPHONE NUMBER OF BATCH PLANT PREPARING STATEMENT OF MIX DESIGN.
2. DATE OF MIX DESIGN.
3. PROJECT LOCATION.
4. CONTRACTOR REQUESTING LOAD DELIVERY.
5. MIX DESIGN NUMBER.
6. INTEGRAL COLOR USED.
7. GRADATIONS FOR SAND AND AGGREGATE.
8. MATERIAL WEIGHTS, SPECIFIC GRAVITY, AND ABSOLUTE VOLUMES.
9. BASIS OF TESTING, I.E. UBC 2605 D4 AND TITLE 24 2604 D4.
10. WATER/CEMENT RATIO.
11. PSI RATING.
12. SIGNATURE OF TESTING LABORATORY MANAGER.
13. SIGNED STAMP FROM REGISTERED PROJECT STRUCTURAL ENGINEER OR ARCHITECT.
2. TESTING:
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT FLATWORK COMPLIES WITH APPLICABLE CODES AND
REGULATIONS OF MINIMUM WET AND DRY SLIP COEFFICIENT STANDARDS OF SAFETY FOR GOVERNMENTAL AGENCIES HAVING JURISDICTION. BOTH SAMPLES AND FINISHED FLATWORK SHALL BE TESTED.
B. ALL CEMENT, AGGREGATE, REINFORCING STEEL, STRUCTURAL STEEL, ETC. SHALL BE FROM TESTED STOCK. COPIES OF FOR CONSTRUCTION LEGEND, SEE SHEET LC01.
FOR CONSTRUCTION PLANS, SEE SHEETS LC01-03.
FOR CONSTRUCTION DETAIL, SEE SHEETS LC04.
FOR CONSTRUCTION SPECS, SEE SHEETS LC05-06.
11.a
Packet Pg. 211 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid)
AS SHOWN
DATE: , 2023
SURVEYED BY:
JOB. No.:
DRAWN BY:
REV. BY:
SCALE:
SHEET OF 24
022-0025
N/A
SM
DT
JUNE 27
3954 Murphy Canyon Rd. Suite D206
San Diego, CA 92123
858.430.6155
LANDSCAPE
BUENA VISTA PARK
DLI JOB. No.: 21-034
7-31-24 Renewal Date Date
Signature
Dav id Al lan Tay lor , Jr . - L i c . #4819
L I CENSED LANDSCAPE ARCH I TECT
STAT E OF CA L I FORN I A
6-16-23 FOR CONSTRUCTION LEGEND, SEE SHEET LC01.
FOR CONSTRUCTION PLANS, SEE SHEETS LC01-03.
FOR CONSTRUCTION DETAIL, SEE SHEETS LC04.
FOR CONSTRUCTION SPECS, SEE SHEETS LC05-06.
LC06
CONSTRUCTION SPEC'S.
BUENA VISTA PARK
LANDSCAPE CONSTRUCTION SPECIFICATIONS (CONT'D.)
6. CARPENTRY:
A. GENERAL:
1. ALL LUMBER SHALL BE AS SPECIFIED ON THESE PLANS. LUMBER SHALL BE GRADE MARKED AND SHALL CONFORM WITH THE
STANDARD GRADING AND DRESSING RULES OF THE WEST COAST LUMBER INSPECTION BUREAU, OR THE CALIFORNIA REDWOOD ASSOCIATION.
2. ALL NON-VISIBLE STRUCTURAL LUMBER SHALL BE STRAIGHT AND TRUE WITH MINIMUM AMOUNT OF KNOTS AND OTHER DEFECTS, AND SHALL BE REASONABLY DRY, AND SHALL BE PRESSURE TREATED DOUGLAS FIR UNLESS OTHERWISE STATED.
VISIBLE PORTIONS OF WOOD CONSTRUCTION ITEMS SHALL BE STRAIGHT AND TRUE, REASONABLY DRY, KNOT FREE, AND SHALL BE REDWOOD UNLESS OTHERWISE STATED.
3. ALL NAILING SHALL CONFORM TO THE UNIFORM BUILDING CODE NAILING SCHEDULE, HOT-DIP GALVANIZED NAILS SHALL BE USED FOR ALL NAILING, FINISH NAILS SHALL BE USED FOR ALL EXPOSED JOINTING AND MITERED CORNERS.
4. ALL WOOD SHALL BE FREE OF HAMMER MARKS AND BENT NAILS. MASK OFF VISIBLE WOOD WHEN INSTALLING CONCRETE WORK AS APPLICABLE.
5. PRE-DRILL ALL LAG BOLT HOLES TO PREVENT WOOD SPLITS.
6. NAILS, BOLTS, AND WASHERS ARE TO BE HOT-DIPPED GALVANIZED UNLESS OTHERWISE NOTED.
7. GALVANIZED METAL FASTENERS SHALL BE USED AT ALL CONNECTIONS BETWEEN BEAMS AND POSTS, RAFTERS AND
LEDGERS, POSTS AND FOOTINGS (UNLESS FLAGPOLED), UNLESS NOTES ON THE CONSTRUCTION DETAILS REQUIRE THEIR OMISSION.
8. ALL HARDWARE SHALL BE GALVANIZED AND PAINTED TO MATCH ADJACENT WOOD UNLESS OTHERWISE STATED. PRIOR TO PAINTING, GALVANIZED MATERIALS SHALL BE TREATED WITH "GALVA-WASH" (OR EQUIVALENT), AS PER MANUFACTURER'S SPECIFICATIONS.
9. DO NOT BUILD OVERHEAD PATIO STRUCTURES UNTIL ROUGH GRADE HAS BEEN ESTABLISHED AND COMPLETED.
B. PAINTING/STAINING/PRESERVATIVES:
GENERAL: ALL STAINING, PAINTING AND PRESERVATIVES SHALL BE EVEN AND FREE OF RUNS AND STREAKING.
1. PAINTING WOOD:
A. ALL WOOD DESIGNATED AS BEING PAINTED SHALL BE UNIFORMLY COATED TO THE SATISFACTION OF THE OWNER WITH 'ICI DULUX PROFESSIONAL SERIES' PAINT AS SPECIFIED OR APPROVED EQUAL. CONTRACTOR SHALL PAINT ONLY EXPOSED SURFACES. WOOD SHALL BE PRIMED WITH 'ICI DULUX ULTRA HIDE DURUS ALKYD PRIMECOAT #2110' OR APPROVED EQUAL.
B. PAINTING: ALL WOOD (FENCES, OVERHEADS, BENCHES, ETC.) SHALL BE PAINTED TO MATCH BUILDING TRIM. VERIFY ALL PAINT TYPES AND COLORS WITH OWNER'S REPRESENTATIVE'S PRIOR TO CONSTRUCTION.
2. STAINING WOOD:
A. ALL WOOD DESIGNATED AS BEING STAINED SHALL BE UNIFORMLY COATED TO THE SATISFACTION OF THE OWNER WITH SPECIFIED STAIN OR APPROVED EQUAL. CONTRACTOR SHALL STAIN ONLY EXPOSED SURFACES.
SEMI-TRANSPARENT STAINS SHALL NOT BE APPLIED TO THE POINT OF BEING OPAQUE. WOOD SHALL NOT BE PRIMED PRIOR TO STAINING.
B. STAINING: ALL WOOD (FENCES, OVERHEADS, BENCHES, ETC.) SHALL BE STAINED TO MATCH BUILDING TRIM. VERIFY ALL STAIN TYPES AND COLORS WITH OWNER'S REPRESENTATIVE'S PRIOR TO CONSTRUCTION. DO NOT PRIME OR PAINT STAINED WOOD.
3. WOOD PRESERVATIVES:
A. APPLY "WOODLIFE" (OR APPROVED EQUAL) ACCORDING TO MANUFACTURER'S RECOMMENDATIONS TO ALL VISIBLE (UNPAINTED) REDWOOD AND CEDAR UNLESS OTHERWISE STATED.
7. ELECTRICAL:
A. LIGHTING:
1. CONTRACTOR IS RESPONSIBLE FOR ALL WIRING AND LIGHTING ENGINEERING, LIGHTING AND ELECTRICAL WORK SHALL COMPLY WITH ALL LOCAL GOVERNING CODES AND REGULATIONS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING, ORDERING AND LOCATING ELECTRICAL P.O.C. WITH LOCAL GOVERNING AGENCIES AND OWNER.
3. CONTRACTOR SHALL INSTALL ALL LIGHTING ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
4. SCHEMATIC LIGHTING PLANS ARE FOR FIXTURE AND/OR SWITCH IDENTIFICATION AND LOCATION ONLY.
5. CONTRACTOR SHALL DESIGN, PROVIDE AND INSTALL ALL ELECTRICAL SYSTEMS ENGINEERING, FIXTURES, MATERIALS AND
LABOR AS NECESSARY TO INSURE A COMPLETE INSTALLATION IN CONFORMANCE WITH THE INTENTION OF THESE SCHEMATIC DRAWINGS AND THE REQUIREMENTS OF ALL CONTROLLING AGENCIES. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHOP DRAWINGS, FEES AND PROCESSING REQUIRED TO OBTAIN ALL REQUIRED PERMITS. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY SLEEVES, STUB-OUTS, CHASES, PULL BOXES, JUNCTION BOXES,
SWITCHES, TIMERS, AND RELATED EQUIPMENT AND MATERIALS AND SHALL COORDINATE THEIR INSTALLATION WITH ALL OTHER TRADES.
8. ELECTRICAL WORK SHALL COMPLY WITH LOCAL CODES AND REQUIREMENTS OF GOVERNING AGENCIES. ALL MATERIAL SHALL BE NEW AND SHALL BEAR U.L. LABELS.
9. LIGHT FIXTURES SHALL BE INSTALLED PER MANUFACTURER'S DETAILS AND WRITTEN SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS.
10.WIRING SHOWN ON PLANS IS DIAGRAMMATICALLY ROUTED FOR CLARITY. CONTRACTOR SHALL ROUTE TO
AVOID CONFLICTS WITH STATIONARY ELEMENTS AND SHALL OBSERVE MINIMUM UTILITY CLEARANCES PER APPLICABLE CODES AND ORDINANCES OF GOVERNING AGENCIES. ROUTING SHALL BE IN THE BEST LOCATION FOR FUTURE ACCESS AND MAINTENANCE.
11.CONTRACTOR SHALL SUBMIT TO OWNER'S REPRESENTATIVE SHOP DRAWINGS AS NECESSARY TO INDICATE POINT OF CONNECTION, CIRCUITING AND INSTALLATION DETAILS FOR COMPLETE OPERATING SYSTEMS.
12.LANDSCAPE UP-LIGHTING SYSTEM(S) SHALL BE CONTROLLED BY A PHOTO CELL(S) AS WELL AS TIMER(S) WITH A MANUAL SWITCH OVER-RIDE. ALL EQUIPMENT SHALL BE APPROVED BY OWNER.
13.LANDSCAPE UP-LIGHT INSTALLATIONS SHALL BE COORDINATED WITH THE INSTALLATION OF SPECIMEN TREES.
REFER TO PLANTING PLANS AND CONTACT OWNER'S REPRESENTATIVE FOR APPROVAL OF PLACEMENT PRIOR TO FINAL INSTALLATION.
14.LANDSCAPE LIGHTING SHALL BE A MINIMUM OF 3' AWAY FROM THE EDGE OF ANY VEHICULAR AREA.
15.THE CONTRACTOR SHALL, FOR PUBLIC SAFETY, GIVE SPECIAL ATTENTION TO THE ILLUMINATION OF ELEVATION CHANGES IN PEDESTRIAN AREAS.
9. MISCELLANEOUS CONSTRUCTION:
A. CHAIN LINK FENCING:
1. CHAIN LINK FENCING: SHALL BE BLACK VINYL, GAUGE.
2. ALL FENCE HEIGHTS SHOWN ON CONSTRUCTION PLANS OR DETAILS ARE RELATIVE TO FINISH GRADE OF ADJACENT FLATWORK.
3. METAL FENCE POSTS, RAILS, BRACES, AND FITTINGS SHALL BE PAINTED WITH FLAT FINISH PAINT TO MATCH CHAIN LINK VINYL COLOR. PREPARE METAL AS SPECIFIED BY PAINT MANUFACTURER.
B. DECORATIVE BOULDERS:
1. DECORATIVE BOULDER SIZE AND LOCATION SHALL BE AS SHOWN ON PLANS. CONTRACTOR SHALL SCALE DRAWING FOR SIZE UNLESS OTHERWISE NOTED. PLACE FLATTEST, WIDEST SIDE DOWN WITH A MINIMUM OF SIX INCHES OF BOULDER BELOW GRADE SO THAT BOULDER DOES NOT APPEAR TO BE SITTING ON FINISH GRADE. ADDITIONAL INFORMATION MAY BE FOUND IN THE DETAILS.
10. GUARANTEE:
ALL CONSTRUCTION WORK SHALL BE GUARANTEED AGAINST ALL DEFECTS OF WORKMANSHIP AND MATERIALS, INCLUDING
SETTLING OF GRADED AREAS, FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE (COMPLETION) BY OWNER. THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE ON HIS LETTERHEAD AT THE TIME OF THE FINAL INSPECTION.
D. INTERLOCKING PAVING STONES:
1. MATERIALS:
A. ALL INTERLOCKING CONCRETE PAVING STONES SHALL BE IN ACCORDANCE WITH THE PATTERN SHOWN ON THESE PLANS AND WHERE DESIGNATED, THE PRODUCTS SHALL BE AS MANUFACTURED AND SUPPLIED BY:
B. SAND LEVELING COURSE SHALL BE A CLEAN WASHED SAND WITH 100% PASSING A NO. 4 SIEVE AND A MAXIMUM OF 3% PASSING A NO. 200 SIEVE. THIS IS COMMONLY KNOWN AS PLASTER SAND. THICKNESS OF SAND LEVELING COURSE SHALL BE UNIFORM TO INSURE AN EVEN SURFACE. THE THICKNESS SHALL BE A MINIMUM OF 1 INCH AND A MAXIMUM OF 1-1/4 INCHES, THE SAND SHALL BE A MINIMUM OF 1 INCH AND A MAXIMUM OF 1-1/4 INCHES. THE SAND LEVELING COURSE SHALL BE THE RESPONSIBILITY OF THE PAVING STONE INSTALLER.
C. BASE COURSE SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL ENGINEER AND/OR PROJECT STRUCTURAL ENGINEER.
2. INSTALLATION:
A. A CONCRETE PAVING STONE EDGER SHALL BE CONSTRUCTED TO THE DIMENSIONS AS INDICATED ON THE DRAWING,
AND AT ALL LOCATIONS WHERE NO OTHER PORTLAND CEMENT CONCRETE SURFACE IS AVAILABLE TO CONFINE THE AREA TO BE PAVED WITH PAVING STONES. PAVING STONE EDGER SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION "CONCRETE WORK".
B. PAVERS SHALL BE DELIVERED AND UNLOADED AT THE JOB SITE ON PALLETS IN SUCH A MANNER THAT NO DAMAGE OCCURS TO THE PRODUCT DURING HAULING, HANDLING OR UNLOADING AT THE JOB SITE. PAVERS SHALL BE CLEAN AND FREE OF FOREIGN MATERIALS BEFORE INSTALLATION.
C. CUTTING OF PAVERS MAY BE DONE WITH EITHER A DOUBLE BLADED BREAKER OR A MASONRY SAW, HOWEVER, SHOULD CUTTING BE REQUIRED IN PRECISION DESIGNED AREAS, A MASONRY SAW IS RECOMMENDED.
D. INSTALLATION SHALL START FROM A CORNER OR STRAIGHT EDGE AND PROCEED FORWARD OVER THE UNDISTURBED SAND LEVELING COURSE. PAVERS SHALL BE INSTALLED HAND TIGHT AND LEVEL ON THE UNDISTURBED SAND LEVELING COURSE.
E. STRING LINES SHALL BE USED TO HOLD PATTERN LINES TRUE. PAVING WORK SHALL BE PLUMB, LEVEL, AND TRUE TO LINE AND GRADE; AND SHALL BE INSTALLED TO PROPERLY COINCIDE AND ALIGN WITH ADJACENT WORK AND ELEVATIONS.
F. PLASTER SAND SHALL BE SPREAD OVER THE INSTALLED PAVERS AND SHALL BE SWEPT INTO THE JOINTS AND EXCESS SAND REMOVED FROM SURFACE AREA AND DISPOSED OF OFF SITE. A ROLLER VIBRATOR OR PLATE VIBRATOR SHALL BE USED TO COMPACT THE PAVERS AND TO VIBRATE THE SAND DOWN INTO THE JOINTS BETWEEN THE PAVERS.
G. THE COMPLETED PAVING STONE INSTALLATION SHALL BE WASHED DOWN AND CLEANED TO PROVIDE A CLEAN, FINISHED INSTALLATION.
E. ASPHALT PAVING:
1. ALL ASPHALTIC CONCRETE PAVING, PATCHING AND CUTTING SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION).
4. WALLS:
A. GENERAL:
1. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE.
2. ALL MASONRY BLOCK COURSES FOR RETAINING AND FREESTANDING WALLS SHALL BE SET LEVEL; CONTRACTOR SHALL RESOLVE ALL DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK.
3. ALL MASONRY BLOCK SHALL BE REINFORCED GROUTED SOLID MASONRY UNLESS NOTED OTHERWISE. GROUT SOLID ALL CELLS WHICH CONTAIN REBAR, BOLTS, ETC. GROUT SOLID ALL CELLS BELOW GRADE. ALL REINFORCEMENT, BOLTS, ETC.
IN MASONRY SHALL HAVE A MINIMUM GROUT COVERAGE OF 3/4".
4. CONTRACTOR SHALL BE RESPONSIBLE FOR BACKFILLING ALL WALLS TO GRADES PER PLAN, FINISH GRADING FOR RUNOFF
SWALE BEHIND ALL WALLS, PERFORATED DRAIN LINES COMPLETE, WATERPROOFING ALL WALLS BELOW GRADE AND ALL EXCAVATION NECESSARY FOR THE EXECUTION OF MASONRY WORK. RELATIVELY NON-EXPANSIVE FILL SHALL BE USED IN BACKFILLING BEHIND WALLS. ALL RETAINING WALLS SHALL BE ADEQUATELY SHORED DURING THE BACKFILL OPERATION.
5. WALL FOOTING SIZE, SHAPE, AND REINFORCEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORT AND/OR STRUCTURAL ENGINEER.
6. TOP OF WALLS SHALL BE CONSTRUCTED LEVEL UNLESS OTHERWISE INDICATED ON PLANS.
7. WALLS SHALL BE INSTALLED PRIOR TO WALK INSTALLATIONS.
B. PLASTER
1. ALL PLASTER FINISHES, TEXTURES AND COLORS SHALL MATCH REFERENCED ARCHITECTURE UNLESS OTHERWISE NOTED ON PLANS OR AS DIRECTED BY OWNER'S REPRESENTATIVE. APPLY A SAMPLE AREA FINISH PLASTER COAT OF 4' X 4' FOR OWNER APPROVAL PRIOR TO PROCEEDING WITH BALANCE OF PLASTER WORK.
2. APPLY A NON-YELLOWING WATER SEALER TO ALL PLASTER SURFACES AS APPROVED BY THE OWNER'S REPRESENTATIVE.
C. MORTAR JOINTS:
1. ALL MORTAR JOINTS SHALL BE PORTLAND CEMENT -- LIME MORTAR TYPE "S" AND CONFORM TO THE LATEST ASTM STANDARDS.
2. ALL VISIBLE JOINTS SHALL NOT EXCEED 1/2".
D. STONE VENEER:
1. MORTAR SHALL BE ACCEPTED AS SPECIFIED ABOVE.
E. TILE WORK:
1. ALL MATERIALS AND CONSTRUCTION TECHNIQUES FOR TILE INSTALLATION SHALL CONFORM WITH THE LATEST ASTM AND ANSI STANDARD SPECIFICATIONS EXCEPT WHERE LOCAL BUILDING CODES OR ORDINANCES SUPERSEDE.
2. MORTAR BOND COAT AND GROUT SHALL BE LATEX PORTLAND CEMENT. CONSULT WITH THE MANUFACTURER FOR DIRECTIONS.
3. EXPANSION JOINTS SHALL BE LOCATED AS PER PLANS AND DETAILS.
5. METALS:
A. GENERAL:
1. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE CURRENT EDITION OF THE UNIFORM BUILDING CODE.
2. ALL FENCING AS SHOWN ON THE PLANS AND DETAILS IS INTENDED TO MEET THE MINIMUM STATE AND LOCAL CODES.
ALL CONDITIONS THAT DO NOT CONFORM SHALL BE BROUGHT TO THE OWNER REPRESENTATIVE'S AND LANDSCAPE ARCHITECT'S ATTENTION PRIOR TO FABRICATION AND INSTALLATION.
3. METAL WORK SHALL BE FREE OF DEFECTS WHICH IMPAIR STRENGTH, DURABILITY AND APPEARANCE.
4. PROTECT ALL DISSIMILAR METALS FROM GALVANIC CORROSION BY PRESSURE TAPES, COATINGS OR ISOLATORS.
B. STEEL AND IRON:
1. ALL WELDS SHALL BE CONTINUOUS AND FREE FROM IRREGULARITIES. ALL EXPOSED CUTS AND WELDS SHALL BE GROUND SMOOTH.
C. DECORATIVE ALUMINUM:
1. ALUMINUM SHALL HAVE A MINIMUM THICKNESS OF 1/8" THICK.
2. ALL EXPOSED ALUMINUM SURFACES SHALL BE THOROUGHLY CLEANED AND PRIMED. THE APPROVED PRIMER SHALL HAVE A DRY FILM THICKNESS OF .5 MIL OR GREATER. ALL EXPOSED ALUMINUM SURFACES SHALL RECEIVE A BAKED-ON ENAMEL FINISH, WITH A DRY FILM OF THICKNESS OF .7 MIL OR GREATER. THE FINISH COLOR SHALL BE AS INDICATED ON PLANS.
D. ORNAMENTAL IRON FENCES:
1. ORNAMENTAL IRON FENCE, POSTS, HARDWARE AND ACCESSORIES SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN COMPLIANCE WITH ASTM SPECIFICATIONS AS APPLICABLE.
2. ALL GALVANIZING SLAG SHALL BE REMOVED FROM METAL SURFACES PRIOR TO APPLICATION OF PRIMER. ALL METAL SURFACES SHALL BE CLEANED WITH ANCHEM METALPREP 79 OR EQUAL BY FULL IMMERSION, FOLLOWED BY IMMERSION IN ANCHEM GALVPREP SG-3 COATING CHEMICAL OR EQUAL, IN STRICT ACCORDANCE WITH FACTORY PROCEDURES AND INSTRUCTIONS.
3. PRIMER SHALL BE 'ICI DEVOE COATINGS DEVGUARD 4160-1000' (WHITE). APPLY ONE (1) COAT TO METAL AS SPECIFIED BY THE PAINT MANUFACTURER. PRIMER SHALL BE APPLIED TO CLEAN, DE-GREASED, UNPAINTED, BARE METAL SURFACES. ALL WELDS SHALL BE CLEAN AND FREE OF SLAG.
4. ERECT PLUMB, STRAIGHT, TRUE AND ACCURATELY FIX IN PLACE, BRACE, REINFORCE, AND ANCHOR IN PLACE. GRIND ALL FIELD WELDS SMOOTH.
5. AFTER ERECTION, CLEAN OFF ALL RUST, SCALE AND OIL. CLEAN FIELD WELDS, BOLTS AND ABRADED AREAS. TOUCH UP
ALL AREAS WITH THE SAME MATERIAL AS USED FOR THE SHOP COAT LEAVING ALL SURFACES READY TO RECEIVE FINISH COATS.
E. PAINTING:
GENERAL: ALL PAINTING SHALL BE EVEN AND FREE OF RUNS AND STREAKING.
1. PAINTING METAL:
A. ALL EXPOSED IRON AND STEEL SURFACES DESIGNATED AS BEING PAINTED SHALL RECEIVE ONE (1) COAT OF 'ICI DEVOE COATINGS DEVGUARD 4160-1000' (WHITE) PRIMER AND TWO (2) COATS OF 'ICI DEVOE COATINGS DEVSHIELD SERIES' OIL BASED PAINT. SEE PLAN FOR COLOR.
B. ALL EXPOSED GALVANIZED METAL SURFACES DESIGNATED AS BEING PAINTED SHALL RECEIVE ONE (1) COAT OF 'ICI DEVOE COATINGS DEVFLEX 4020-1000' (WHITE) PRIMER AND TWO (2) COATS OF 'ICI DULUX PROFESSIONAL SERIES' OIL BASED PAINT. SEE PLAN FOR COLOR.
11.a
Packet Pg. 212 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid) MATCH LINE - SEE SHEET LI03
MATCH LINE - SEE SHEET LI02
MANUEL ORTIZ AVE
A-5
1"
22.8 A-6
1"
22.8 A-7
1"
22.8 A-8
1"
22.8 A-3
1"
8.30 A-2
1"
12.75 A-1
1"
17.5 A-11
1"
9.03 A-10
1"
22.5 A-9
1"
22.8 3/4" 1"
1 1/2"
FV
G
O
3/4" 1 1/4"
3/4" 3/4" 1" 1 1/4"
1"
3/4" 1 1/4" 3/4"
3/4" 1" 1 1/4"
1"
1"
3/4"
MV RP
2"
2"
2"
2"
2"
2" 2"
1 1/4"
1 1/4"
1 1/2"
1 1/2"
1 1/4"
1 1/2"
1 1/4"
A-4
1"
19 1 1/2"
1 1/4"
3/4" 3/4" 1" 1 1/4" 1 1/4"
3/4" 1" 1 1/4" 1 1/4"
0 20 40 60 80
N
AS SHOWN
DATE: , 2023
SURVEYED BY:
JOB. No.:
DRAWN BY:
REV. BY:
SCALE:
SHEET OF 24
022-0025
N/A
SM
DT
JUNE 27
3954 Murphy Canyon Rd. Suite D206
San Diego, CA 92123
858.430.6155
LANDSCAPE
BUENA VISTA PARK
DLI JOB. No.: 21-034
7-31-24 Renewal Date Date
Signature
Dav id Al lan Tay lor , Jr . - L i c . #4819
L I CENSED LANDSCAPE ARCH I TECT
STAT E OF CA L I FORN I A
6-16-23 LI01
IRRIGATION PLAN
BUENA VISTA PARK
FOR IRRIGATION LEGEND, SEE THIS SHEET.
FOR IRRIGATION DETAILS, SEE SHEET LI04-LI07.
FOR IRRIGATION NOTES, SEE SHEET LI06 &
LI08. FOR IRRIGATION CALCS, SEE SHEET LI09.
FOR SPECIFICATIONS, SEE SHEETS LI10-LI11.
35 55
-
-
- 56 80
-
- 2717
-
- 110
34 26
10 16
* MAXIMUM ALLOWABLE FLOW FOR VELOCITY BELOW 5 FEET PER SECOND
DOES NOT IMPLY ASSOCIATED FRICTION / PRESSURE LOSSES
ACCEPTABLE IN A GIVEN CONDITION.
3/4"
1"
1 1/4"
1 1/2"
2"
2 1/2"
3"
4"
SCH. 40
(2" -)
CL. 315
(2 1/2" +)
PRESSURE MAINLINE
-81 120
PIPE SIZE
(INCHES)
NON-PRESSURE
LATERAL
CL. 200
31 50
-
-
-
-
- 2313
-
- 80
30 22
7 12
-
-
-
- 51 70
-
-
-
-
-71 100
101 170
PIPE SIZING LEGEND -
MAXIMUM ALLOWABLE FLOW*
NOTES:
1. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE.
2. AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA.
3. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, F0UR FEET IN LOAM, AND FIVE FEET IN CLAY.
4. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS
TEES OR ELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF THE
CHANGE OF DIRECTION.
Dripline Maximum Lateral Lengths (Feet)
Inlet Pressure psi
12" Spacing 18" Spacing 24" Spacing
Nominal Flow (gph) Nominal Flow (gph) Nominal Flow (gph)
0.6 0.9 0.6 0.9 0.6 0.9
15 273 155 314 250 424 322
20 318 169 353 294 508 368
30 360 230 413 350 586 414
40 (DESIGN) 395 255 465 402 652 474
50 417 285 528 420 720 488
60 460 290 596 455 780 514
IRRIGATION SYMBOL LEGEND
N/A
MV
A
RP
2" POINT OF CONNECTION - NEW DOMESTIC WATER METER AND SERVICE
LATERAL BY OTHERS - COORDINATE SERVICE AND METER WITH OWNER'S
REPRESENTATIVE
REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER, FEBCO 825YA, 2 - INCH
PRESSURE REGULATING VALVE - WILKINS 500XL-HLR, 2 - INCH, INSTALL ON RP
BACKFLOW ASSEMBLY DOWNSTREAM OF RPBP UNIT
MASTER VALVE - HUNTER IBV-201G-FS
REMOTE CONTROL VALVE - HUNTER ICV-SERIES-FS (SIZE PER PLAN) HUNTER PEDESTAL ACC-PED, AUTOMATIC CONTROLLER - HUNTER A2C-75D,
W/SOLAR SYNC WIRELESS WSS-SEN, WIRELESS RECEIVER WR-GUARD & SENSOR GUARD WS-GUARD, A2C LTE-M CELL MODEM, BELOW INCLUDED HUNTER SURGE PROTECTOR FOR EVERY 12 DEVICES OR 1000 FEET AND FOR
EVERY FLOW SYNC FLOW SENSOR
WEATHER SENSOR - HUNTER SOLAR SYNC WSS-SEN, MOUNTED PEDESTAL, LOCATION TO BE APPROVED BY L.A. IN FIELD, HARDWIRE BACK TO CONTROLLER W/18-2 WIRE IN 3/4-INCH PVC CONDUIT
PRESSURE MAINLINE - SCHEDULE 40 PVC, WHITE COLOR, SIZE PER PLAN NON-PRESSURE LATERAL LINES - SCHEDULE 40 PVC, WHITE COLOR, MINIMUM PIPE SIZE 3/4"
SLEEVES - SCHEDULE 40 PVC, WHITE COLOR, 2X PIPE SIZE
C/LI04
C/LI04
PVC BALL VALVE, HAYWARD TB SERIES TRUE UNION, LINE SIZE QUICK COUPLER - HUNTER HQ-33-DLRC, PROVIDE TWO MATCHING KEYS
SUBSURFACE DRIP SYSTEM AUTOMATIC FLUSH VALVE - HUNTER AFV-X,, IN
EMITTER BOX
Gallons Per Minute (Flow)
Remote Control Valve Size
Controller Station Number
CONTROLLER DESIGNATION
D/LI04
D/LI04
G/LI05
A & B/LI04
A & B/LI04
E/LI04
F/LI05
G & H/LI04
G & H/LI04
FV
DRIP ZONE CONTROL VALVE - HUNTER XCZ-101-40 (40 PSI, 1" HY100 MESH FILTER) F/LI04
W
SHRUB AREA SUBSURFACE DRIP LINE - HUNTER HDL-CV DRIPLINE (HDL09+24+500+CV) WITH IN-LINE CHECK VALVE, SPACED 24" ON CENTER PROVIDE 4" OF COVER. DRIP LINE LAYOUT BY CONTRACTOR PER THESE DRAWINGS AND THE MANUFACTURER'S DETAILS AND DESIGN GUIDE. APPLICATION RATE = 0.9 INCHES/HOUR. FLOW RATE = 1.0 GPM/100 S.F.
DRIP SYSTEM OPERATION INDICATOR - HUNTER ECO-INDICATOR, LOCATION TO BE APPROVED BY LA IN THE FIELD E/LI05
TREE BUBBLER - HUNTER RZWS-10, 3 PER TREE W/RZWS-SLEEVE 1 PER EACH D/LI06 A - E/LI05
H/LI04
O
A-1
1-1/2"
XX.X
Q H F Dtl. Sht.
GPM
PSI Rad
40 40' QTR HALF FULL POP-UP RISER Model
- TURF ROTOR HEAD
6"
IRRIGATION LEGEND
HUNTER I-25-06 W/04 NOZZLE 3.8 3.8 3.8 D / LI06 210 270 210 270
3.8 3.8
F FLOW SENSOR - HUNTER - FLOW-SYNC FCT 100 C/LI07
POINT OF CONNECTION NOTE:
POINT OF CONNECTION "A" (POC) SHALL BE A 1" DESIGNATED IRRIGATION WATER METER WITH A 2" SERVICE LINE.
REFER TO CIVIL DRAWINGS FOR ACTUAL LOCATIONS OF P.O.C., WATER METER AND BACKFLOW PREVENTER. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC
INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE OWNER AND LANDSCAPE ARCHITECT. SHOULD THE
CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
AVAILABLE STATIC WATER PRESSURE = 59 PSI
DESIGN WATER PRESSURE = 30 PSI
MAXIMUM SYSTEM DEMAND = 30.4 GPM
MAXIMUM VELOCITY= 5 FT./SEC.
11.a
Packet Pg. 213 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid) MATCH LINE - SEE SHEET LI03
MATCH LINE - SEE SHEET LI01
FIELDVIEW AVE
A W
A-17
1"
30.4 A-16
1"
26.6 A-15
1 1/2"
30.4 A-18
1"
5.25 A-19
1"
8.6 1 1/2"
1 1/4"
FV O
1"
1"
3/4" 3/4"
3/4" 1 1/4" 1 1/4"
1 1/2"
3/4" 1 "
1 1/2"
3/4" 1 1/4" 1 1/4"
2"
2"
2" 2"
2"
2"
A-20
1"
25.6 A-21
1"
25.6 A-22
1"
25.6 0 20 40 60 80
N
AS SHOWN
DATE: , 2023
SURVEYED BY:
JOB. No.:
DRAWN BY:
REV. BY:
SCALE:
SHEET OF 24
022-0025
N/A
SM
DT
JUNE 27
3954 Murphy Canyon Rd. Suite D206
San Diego, CA 92123
858.430.6155
LANDSCAPE
BUENA VISTA PARK
DLI JOB. No.: 21-034
7-31-24 Renewal Date Date
Signature
Dav id Al lan Tay lor , Jr . - L i c . #4819
L I CENSED LANDSCAPE ARCH I TECT
STAT E OF CA L I FORN I A
6-16-23 LI02
IRRIGATION PLAN
BUENA VISTA PARK
FOR IRRIGATION LEGEND, SEE SHEET LI01.
FOR IRRIGATION DETAILS, SEE SHEET LI04-LI07.
FOR IRRIGATION NOTES, SEE SHEET LI06 &
LI08. FOR IRRIGATION CALCS, SEE SHEET LI09.
FOR SPECIFICATIONS, SEE SHEETS LI10-LI11.
0 23
13 31 50 31
-
- 51 70
-
- 2313
-
- 80
30 22
7 12
50 -
-
-
-
-
- 51
71 100
70 30
22 -
- 12-
-
-
-
-
-
* MAXIMUM ALLOWABLE FLOW FOR VELOCITY BELOW 5 FEET PER SECOND DOES NOT IMPLY ASSOCIATED FRICTION / PRESSURE LOSSES ACCEPTABLE IN A GIVEN CONDITION. ** MINIMUM LATERAL SIZE 3/4" EXCEPT POT DRIP LINES WHICH SHALL BE MINIMUM 1/2" SIZE. 3/4"
1"
1 1/4"
1 1/2"
2"
2 1/2"
3"
SCH 40
(1" - 1-1/2")
CL. 315
(2" - 3")
PRESSURE MAINLINE
-
PIPE SIZE
(INCHES)
SCHEDULE 40
NON-PRESSURE
LATERAL**
PIPE SIZING LEGEND - MAXIMUM ALLOWABLE FLOW*
1/2" -0 4 - -
NOTES:
1. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE.
2. AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA.
3. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, F0UR FEET IN LOAM, AND FIVE FEET IN CLAY.
4. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION.
IRRIGATION GENERAL NOTES
1. CODE REQUIRES THAT DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. CALL UNDERGROUND SERVICE ALERT (811) A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING.
2. DO NOT SCALE ANY DRAWING IN THIS SET. WRITTEN DIMENSIONS SHALL
TAKE PRECEDENCE OVER THE SCALE SHOWN ON THE PLANS, SECTIONS AND DETAILS.
3. CONTRACTOR SHALL PROTECT ALL EXISTING IMPROVEMENTS, UTILITIES
AND LANDSCAPING THAT ARE TO REMAIN ON AND ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION.
4. COORDINATE SUBSURFACE DRIP LAYOUT WITH PLANTING PLAN.
5. IRRIGATION INSTALLATION, OPERATION AND MAINTENANCE SHALL COMPLY
WITH THE CITY OF SAN DIEGO WATER EFFICIENT LANDSCAPE ORDINANCE
AND ANY EMERGENCY DROUGHT REGULATIONS IN PLACE AT THE TIME OF THE WORK.
6. ALL IRRIGATION UNDER PAVEMENT SHALL BE INSTALLED IN A SCHEDULE 40 SLEEVE AS INDICATED ON THE IRRIGATION DETAIL DETAIL G, LI03.
WEATHER SENSOR. INSTALL PER MANUFACTURER'S
DETAILS AND INSTRUCTIONS. MOUNT ON CMU WALL
CLEAR OF ALL OBSTRUCTIONS AND TREE CANOPIES
IRRIGATION CONTROLLER - PEDESTAL MOUNTED.
PROVIDE 120VAC POWER TO CONTROLLER PER CODE.
INSTALL CONTROL WIRES AND SENSOR WIRES IN PVC
CONDUIT SWEEP EXTENDED TO MAINLINE.
Dripline Maximum Lateral Lengths (Feet)
Inlet Pressure psi
12" Spacing 18" Spacing 24" Spacing
Nominal Flow (gph) Nominal Flow (gph) Nominal Flow (gph)
0.6 0.9 0.6 0.9 0.6 0.9
15 273 155 314 250 424 322
20 318 169 353 294 508 368
30 360 230 413 350 586 414
40 (DESIGN) 395 255 465 402 652 474
50 417 285 528 420 720 488
60 460 290 596 455 780 514
11.a
Packet Pg. 214 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid) MATCH LINE - SEE SHEET LI01 S CLARK RD
MANUEL ORTIZ AVE STOP
FV
O
2"
2" 2" MATCH LINE - SEE SHEET LI02
FIELDVIEW AVE STOP S CLARK RD A-14
1"
9.54 A--12
1"
12 A-13
1"
24 FV
O
2"
2"
2"
0 20 40 60 80
N
AS SHOWN
DATE: , 2023
SURVEYED BY:
JOB. No.:
DRAWN BY:
REV. BY:
SCALE:
SHEET OF 24
022-0025
N/A
SM
DT
JUNE 27
3954 Murphy Canyon Rd. Suite D206
San Diego, CA 92123
858.430.6155
LANDSCAPE
BUENA VISTA PARK
DLI JOB. No.: 21-034
7-31-24 Renewal Date Date
Signature
Dav id Al lan Tay lor , Jr . - L i c . #4819
L I CENSED LANDSCAPE ARCH I TECT
STAT E OF CA L I FORN I A
6-16-23
MATCH LINE - SEE ABOVE LEFT
MATCH LINE - SEE BELOW RIGHT
LI03
IRRIGATION PLAN
BUENA VISTA PARK
0 23
13 31 50 31
-
- 51 70
-
- 2313
-
- 80
30 22
7 12
50 -
-
-
-
-
- 51
71 100
70 30
22 -
- 12-
-
-
-
-
-
* MAXIMUM ALLOWABLE FLOW FOR VELOCITY BELOW 5 FEET PER SECOND DOES NOT IMPLY ASSOCIATED FRICTION / PRESSURE LOSSES ACCEPTABLE IN A GIVEN CONDITION. ** MINIMUM LATERAL SIZE 3/4" EXCEPT POT DRIP LINES WHICH SHALL BE MINIMUM 1/2" SIZE. 3/4"
1"
1 1/4"
1 1/2"
2"
2 1/2"
3"
SCH 40
(1" - 1-1/2")
CL. 315
(2" - 3")
PRESSURE MAINLINE
-
PIPE SIZE
(INCHES)
SCHEDULE 40
NON-PRESSURE
LATERAL**
PIPE SIZING LEGEND - MAXIMUM ALLOWABLE FLOW*
1/2" -0 4 - -
NOTES:
1. LENGTH OF LONGEST DRIPLINE LATERAL
SHOULD NOT EXCEED THE MAXIMUM LENGTH
SHOWN IN THE ACCOMPANYING TABLE.
2. AIR RELIEF VALVE TO BE INSTALLED AT HIGH
POINT OF AREA.
3. PLACE TIE DOWN STAKES EVERY THREE FEET
IN SAND, F0UR FEET IN LOAM, AND FIVE FEET
IN CLAY.
4. AT FITTINGS WHERE THERE IS A CHANGE OF
DIRECTION SUCH AS TEES OR ELBOWS, USE
TIE-DOWN STAKES ON EACH LEG OF THE
CHANGE OF DIRECTION.
Dripline Maximum Lateral Lengths (Feet)
Inlet Pressure psi
12" Spacing 18" Spacing 24" Spacing
Nominal Flow (gph) Nominal Flow (gph) Nominal Flow (gph)
0.6 0.9 0.6 0.9 0.6 0.9
15 273 155 314 250 424 322
20 318 169 353 294 508 368
30 360 230 413 350 586 414
40 (DESIGN) 395 255 465 402 652 474
50 417 285 528 420 720 488
60 460 290 596 455 780 514
FOR IRRIGATION LEGEND, SEE SHEET LI01.
FOR IRRIGATION DETAILS, SEE SHEET LI04-LI07.
FOR IRRIGATION NOTES, SEE SHEET LI06 &
LI08. FOR IRRIGATION CALCS, SEE SHEET LI09.
FOR SPECIFICATIONS, SEE SHEETS LI10-LI11.
11.a
Packet Pg. 215 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid)
H NO SCALE
E NO SCALE
G NO SCALE
TRENCHING SLEEVING
DIMENSION
1/2" TO 2-1/2" PIPE SIZE
3" TO 6" PIPE SIZE
C
6"
6"
B
18"
24"
24"
A
B
A
C C C C
C
FINISH SURFACE.
CLEAN COMPACTED BACKFILL.
LATERAL LINES, SEE SPECS.
PRESSURE MAINLINE, SEE SPECS.
CONTROL WIRES, SEE SPECS.
3" WIDE POTABLE WATER DETECTABLE TAPE
FOR HOA LOTS ONLY.
UNDISTURBED SOIL.
1 2
3 4
5 6
7 6 1
2 7
5 4
3 8
C C C C
ANY PIPE UNDER STREET
3/4" TO 2-1/2" PIPE SIZE
DIMENSION
18"24"
36" 36"
A B
6"
6"
C
A
B
C
HARDSCAPE SURFACE.
CLEAN BACKFILL COMPACTED TO THE DENSITY
OF EXISTING SOIL.
LATERAL LINES IN SCHEDULE 40 SLEEVE.
PRESSURE MAINLINE IN SCHEDULE 40 SLEEVE.
CONTROL WIRES IN SCHEDULE 40 SLEEVE.
MARK END OF SLEEVE WITH MARKED VALVE
BOX AT EITHER END.
3" WIDE POTABLE WATER DETECTABLE TAPE
FOR HOA LOTS ONLY.
UNDISTURBED SOIL.
NOTE:
PROVIDE A MARKED VAULT SHOWING WHERE
SLEEVE UNDER PAVING ENDS, TYPICAL ALL
SLEEVES IN HOA AREAS.
1 2
3 4
5 6
7 6 1
4 3
2 7
5 A NO SCALE
D NO SCALE
B NO SCALE
NO SCALE
F NO SCALE
MASTER/REMOTE CONTROL VALVE 8" MIN.
8 7
14 5
2 4
1 9
13 11
11 15
12 10 9
3 6
PLASTIC VALVE BOX W/ GREEN
BOLT-DOWN COVER. HEAT STAMP VALVE
ID ON LID.
2" IN SHRUB AREAS, 1" IN TURF AREAS.
DBY WATERTIGHT WIRE CONNECTORS.
CONTROL WIRE, BUNDLE AND TAPE
W/24"MIN.
EXTRA WIRE.
CONTROL VALVE. SEE LEGEND.
PVC SCH 40 UNION.
PVC SCH 40 FEMALE ADAPTER (TYP.)
PVC LATERAL LINE TO HEADS.
PVC SCH 40 NIPPLE(LENGTH AS REQUIRED).
2X4 BRICK OR CONCRETE BLOCKING.
PVC SCH 40 45 DEG. ELL (SxSxS)
PVC PRESSURE PIPE FROM BACKFLOW.
4" MIN. OF PEA GRAVEL.
DEPTH-SEE TRENCHING DETAIL
VALVE ID TAG.
15 FLOW
11 DRIP REMOTE CONTROL VALVE WITH FILTER
PLASTIC VALVE BOX W/ GREEN BOLT-DOWN COVER. HEAT
STAMP VALVE ID ON LID.
FIN. GRD. 2" IN SHRUB AREAS, 1" IN TURF AREAS.
DBY WATERTIGHT WIRE CONNECTORS.
CONTROL WIRE, BUNDLE AND TAPE W/24"MIN.
EXTRA WIRE.
CONTROL VALVE. SEE LEGEND.
PRESSURE REGULATING QUICK CHECK BASKET FILTER
PVC SCH 40 UNION (2).
PVC SCH 40 CLOSE NIPPLE (3) TYP.
PVC LATERAL LINE TO DRIPPER PIPE.
PVC SCH 40 NIPPLE(LENGTH AS REQUIRED).
2X4 BRICK OR CONCRETE BLOCKING.
PVC SCH 40 45 DEG. ELL (SxSxS)
4" MIN. OF PEA GRAVEL.
PVC PRESSURE PIPE FROM BACKFLOW.
DEPTH-SEE TRENCHING DETAIL
#4 MESH, GALV., WELDED, 23 GA. FABRIC GOPHER BARRIER,
WRAP MIN. 3 INCHES UP VALVE BOX
VALVE ID TAG.
16 QUICK COUPLING VALVE
SCHEMATIC PLAN
SECTION
6" DIA. ROUND PLASTIC VALVE BOX WITH
BOLT-DOWN COVER. HEAT STAMP "QC" ON LID.
2" IN SHRUB AREAS, 1" IN TURF AREAS.
QUICK COUPLER VALVE W/ LOCKING COVER.
HUNTER HSJ-1-3-5-2-12 SWING JOINT.
4" MIN. DEPTH CLEAN 3/4" GRAVEL.
BRICK OR CONCRETE BLOCKING, TYPICAL.
PVC SCH 40 TEE OR ELL.
PVC MAIN LINE, DEPTH AS REQUIRED.
36" MIN. LENGTH #4 REBAR STABILIZER, ATTACH
W/TWO (2) STAINLESS STEEL BANDS.
ISOLATION BALL VALVE.
1"
7 1
1 2
3 4
5 6
7 8
9 10
2 3
4 5
6 7
8 9
10 11
12 13
14 15
1 2
3 3
8 10
8 7
6 5
4 9
2 3
4 5
6 7
8 1 9
10 11
12 13
14 15
16 17
16 9
2 17
4 6
11 13
15 15
12 14
8 7
10 3
5 1
C NO SCALE
BACKFLOW PREVENTER R.P. ASSEMBLY (2"
AND SMALLER
AS SHOWN
DATE: , 2023
SURVEYED BY:
JOB. No.:
DRAWN BY:
REV. BY:
SCALE:
SHEET OF 24
022-0025
N/A
SM
DT
JUNE 27
3954 Murphy Canyon Rd. Suite D206
San Diego, CA 92123
858.430.6155
LANDSCAPE
BUENA VISTA PARK
DLI JOB. No.: 21-034
7-31-24 Renewal Date Date
Signature
Dav id Al lan Tay lor , Jr . - L i c . #4819
L I CENSED LANDSCAPE ARCH I TECT
STAT E OF CA L I FORN I A
6-16-23 LI04
IRRIGATION DETAILS
BUENA VISTA PARK
FOR IRRIGATION LEGEND, SEE SHEET LI01.
FOR IRRIGATION PLANS, SEE SHEETS LI01-LI03.
FOR IRRIGATION DETAILS, SEE THIS SHEET
AND LI05-LI07. FOR IRRIGATION NOTES, SEE
SHEETS LI06 & LI08. FOR IRRIGATION CALCS,
SEE SHEET LI09. FOR SPECIFICATIONS, SEE
SHEETS LI10-LI11.
HUNTER ACC-PED W/SOLAR SYNC WIRELESS
SOLAR-SYNC WIRELESS SENSOR.
SOLAR-SYNC COMPATIBLE CONTROLLER.
SOLAR-SYNC WIRELESS RECEIVER.
POST OR SUITABLE MOUNTING SURFACE.
FINISH GRADE.
NOTES:
1. LENGTH OF WIRE FROM CONTROLLER TO
SENSOR SHOULD BE NO GREATER THAN 200
FEET.
2. SENSOR SHALL BE MOUNTED ON POST.
3. SENSOR SHOULD NOT BE MOUNTED UNDER
TREES, IN AREAS AFFECTED BY SPRINKLER
SYSTEM OR UNDER EAVE OF HOUSE.
1 2
HUNTER WIRELESS SENSOR GUARD. MOUNT TO POST PER
INSTALLATION MANUAL DIRECTIONS
HUNTER WIRELESS RECEIVER GUARD. MOUNT ON SIDE OF PEDESTAL PER INSTALLATION MANUAL DIRECTIONS.
CONTROLLER, SEE PLAN CONTROLLER DETAIL.
FOAM GASKET PROVIDED WITH SENSOR ENCLOSURE.
SIDE OF METAL CONTROLLER PEDESTAL.
CONCRETE PEDESTAL PER CONTROLLER DETAIL.
POST PER PLAN.
CONCRETE SUPPORT PER PLAN.
GRAVEL DRAINAGE BASE PER PLAN.
FINISHED GRADE.
3 WIRELESS RECEIVER/GUARD SENSOR
4 5
11.a
Packet Pg. 216 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid)
ROCK MULCH
6" DIA. VALVE BOX, STAMP LID "FV"
FINISH GRADE
1 2" AUTOMATIC FLUSH VALVE PER
LEGEND TO BE INSTALLED AT FARTHEST
POINTS FROM SUPPLY HEADER
1 2" X 3
4" PVC REDUCER BUSHING
BARB X FEMALE THREAD CONNECTOR
BLANK TUBING
BARB X MALE THREAD CONNECTOR
PVC TEE CONNECTED TO PVC HEADER
PIPE
12" MINIMUM DEPTH OF
3 4" WASHED GRAVEL
BRICK (1 OF 2)
F
AUTOMATIC FLUSH VALVE - TUBING HEADER D
SUBSURFACE DRIP TUBING BURIAL
COMPRESSION TEE
SUB-SURFACE DRIPLINE PER LEGEND
AND DETAIL A-C THIS SHEET.
INLINE DRIP EMITTER
TIE DOWN STAKE (TYPICAL)
FINISH GRADE
BARK MULCH
4"
NOTES:
1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, F0UR FEET IN LOAM, AND FIVE FEET IN CLAY.
2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR
ELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION.
3. INSERTION PLOW AND TRENCHED INSTALLATIONS DO NOT REQUIRE TIE DOWN STAKES.
NO SCALE NO SCALE
4"
12"
INSET A
E
TYPICAL SUBSURFACE DRIP TUBING RISER
SUB-SURFACE DRIPLINE PER LEGEND
AND DETAIL A-C THIS SHEET.
INLINE DRIP EMITTER OUTLET, SEE PLANS
FOR DRIPLINE OUTLET SPACING.
BARB TEE
BARB COUPLING
BARB ELBOW
BARB MALE ADAPTER
PVC TEE SxSxT
PVC LATERAL SUPPLY HEADER
TIE DOWN STAKE (TYPICAL)
FINISH GRADE
BARK MULCH LAYER
BLANK TUBING LENGTH AS REQUIRED
NO SCALE
C
SUBSURFACE DRIP TUBING END LAYOUT
NO SCALE
PVC EXHAUST HEADER
PVC SCH 40 TEE OR EL (TYPICAL)
BARB X MALE FITTING:
FLUSH POINT (TYPICAL)
PERIMETER OF AREA
PERIMETER DRIPLINE PIPE TO BE
INSTALLED 2"-4" FROM PERIMETER OF
AREA
SUB-SURFACE DRIPLINE:
RAIN BIRD XF SERIES BLANK TUBING
BARB X BARB INSERT TEE OR CROSS
1 2" AIR/VACUUM RELIEF VALVE, LOCATE
AT HIGH POINT
PVC SUPPLY HEADER
PVC DRIP MANIFOLD FROM CONTROL
ZONE VALVE KIT (SIZED TO MEET
LATERAL FLOW DEMAND)
PVC SCH 40 RISER PIPE
2"-4"
A NO SCALE
SUBSURFACE DRIP TUBING CENTER FEED LAYOUT
PVC EXHAUST HEADER
PVC SCH 40 TEE OR EL (TYPICAL)
BARB X MALE FITTING (TYPICAL)
AUTOMATIC FLUSH POINT SEE DETAIL F
THIS SHEET.
PERIMETER OF IRRIGATED AREA
PERIMETER DRIPLINE PIPE TO BE
INSTALLED 2"-4" FROM PERIMETER OF
AREA
PVC LATERAL LINE FROM CONTROL
VALVE
PVC SUPPLY MANIFOLD
CONNECTION FROM SUPPLY MANIFOLD
TO DRIPLINE (TYPICAL)- SEE INSET A
SUB-SURFACE DRIPLINE PER LEGEND
AND DETAIL F/LI-12
BLANK TUBING
BARB X BARB INSERT TEE OR CROSS
(TYPICAL)
1 2" AIR/VACUUM RELIEF VALVE, LOCATE
AT HIGH POINT
BARB X FEMALE FITTING (TYPICAL)
3 4" PVC NIPPLE, LENGTH AS NECESSARY
INSET A
2"-4"
B
PVC EXHAUST HEADER
PVC SCH 40 TEE OR EL (TYPICAL)
AUTOMATIC FLUSH POINT SEE DETAIL F
THIS SHEET.
BARB X MALE FITTING (TYPICAL)
PERIMETER OF IRRIGATED AREA
BARB X BARB INSERT TEE OR CROSS
(TYPICAL)
PERIMETER DRIPLINE PIPE TO BE
INSTALLED 2"-4" FROM PERIMETER OF
AREA
SUB-SURFACE DRIPLINE PER LEGEND
AND DETAIL F/LI-12
BLANK TUBING
1 2" AIR/VACUUM RELIEF, LOCATE AT HIGH
POINT
PVC SUPPLY MANIFOLD
PVC SUPPLY PIPE FROM CONTROL VALVE
PVC RISER PIPE
2"-4"
SUBSURFACE DRIP TUBING IRREGULAR LAYOUT
NO SCALE 12" 4"
G NO SCALE
PVC BALL VALVE
VALVE BOX
3/4" - 1 1/4"
1 1/2" - 2"
2 1/2" + 15" X 21"
10" ROUND
11" X 17"
45° ELL (TYP.), PVC SCH. 40
4" MIN. PEA GRAVEL.
2" X 4 " BRICK OR CONCRETE BLOCKING.
DEPTH-SEE TRENCHING DETAIL.
SCHEDULE 40 PVC NIPPLE.
PLASTIC VALVE BOX PER SCHEDULE
ABOVE W/ GREEN BOLT-DOWN COVER.
HEAT STAMP "BV" ON LID.
1" IN LAWN AREAS, 2" IN SHRUB AREAS.
PVC BALL VALVE WITH INTEGRAL
SCHEDULE 80 PVC UNION.
PVC PRESSURE MAINLINE PIPE - SIZED
PER PLAN.
PVC PRESSURE MAINLINE PIPE TO
CONTROL VALVE MANIFOLD.
2 3
4 5
6 7
8 9
10 11
12 13
14 15
1 2
3 4
5 6
7 8
9 10
11 12
13 1
2 3
4 5
6 7
8 9
10 11
12 13
1 2
3 4
5 6
7 8
9 10
1 11
2 3
4 5
6 7
8 9
10 11
12 1
2 3
4 5
6 1
2 3
4 5
6 7
8 9
10 1
3 1
2 8
10 5
4 5
4 7
10 6
9 1 2 3
4 5
6 5 12
1 3
10 11
7 8
9 1 2 4
1 2
3 4
6 5
7 8
9 1 2 3
4 5
2 8
15 14
7 8
9 10
11 12
13 1
6 4
5 6
12 11 2
7 8
9 6
10 1 3
2 12
13 11 2 12
11 12
10 9
8 7
6 1 2 3 4 5
AS SHOWN
DATE: , 2023
SURVEYED BY:
JOB. No.:
DRAWN BY:
REV. BY:
SCALE:
SHEET OF 24
022-0025
N/A
SM
DT
JUNE 27
3954 Murphy Canyon Rd. Suite D206
San Diego, CA 92123
858.430.6155
LANDSCAPE
BUENA VISTA PARK
DLI JOB. No.: 21-034
7-31-24 Renewal Date Date
Signature
Dav id Al lan Tay lor , Jr . - L i c . #4819
L I CENSED LANDSCAPE ARCH I TECT
STAT E OF CA L I FORN I A
6-16-23 LI05
IRRIGATION DETAILS
BUENA VISTA PARK
10 11
FOR IRRIGATION LEGEND, SEE SHEET LI01.
FOR IRRIGATION PLANS, SEE SHEETS LI01-LI03.
FOR IRRIGATION DETAILS, SEE THIS SHEET
AND LI04, LI06-LI07. FOR IRRIGATION NOTES,
SEE SHEETS LI06 & LI08. FOR IRRIGATION
CALCS, SEE SHEET LI09. FOR SPECIFICATIONS,
SEE SHEETS LI10-LI11.
11.a
Packet Pg. 217 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid)
A NO SCALE
FV 75' MAX.
SLOPE
SUBSURFACE DRIP IN-LINE CHECK VALVE
PVC EXHAUST HEADER
AUTOMATIC FLUSH POINT SEE DETAIL F/LI05
PERIMETER OF IRRIGATED AREA
SUB-SURFACE DRIPLINE PER LEGEND AND
DETAIL A-C/LI05
BLANK TUBING
PVC SUPPLY MANIFOLD
IN-LINE CHECK VALVE IN 8" VALVE BOX TO
PREVENT LOW HEAD DRAINAGE (TYP.)
DRIP ZONE CONTROL VALVE AND PRESSURE
REGULATING FILTER
C NO SCALE
DRIP OPERATION INDICATOR B NO SCALE
IN-LINE CHECK VALVE
6" DIA. VALVE BOX, HEAT
STAMP CV ON LID
LINE SIZE IN-LINE CHECK
VALVE PER LEGEND
LINE SIZE CLOSE NIPPLE
WHEN UNION REQUIRED
LINE SIZE SCH 40 UNION
FOR SPRING CHECK
VALVES
LATERAL LINE
3" MINIMUM DEPTH OF
3 4" WASHED GRAVEL
BRICK (1 OF 2)
FINISH GRADE, 2" BELOW
TOP OF LID
BARK MULCH LAYER
8 1
2 3
4 5
6 7
8 9
1 2
3 4
9 6
7 5
3 5
4 2
FINISH GRADE
POP-UP DRIP OPERATION INDICATOR
1 4" BARB TRANSFER CONNECTOR
SUBSURFACE DRIP TUBING
1 4" DISTRIBUTION TUBING
(LENGTH AS REQUIRED)
NOTES:
1. INSTALL ONE DRIP OPERATION
INDICATOR ON EACH SUBSURFACE
DRIP IRRIGATION SYSTEM.
2. INDICATOR LOCATION TO BE
APPROVED BY THE LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION.
1 1
2 3
4 5
6 7
8 1
2 3
4 5
6 7
8 1
3 5
4 2
1 IRRIGATION OPERATIONAL AND MAINTENANCE NOTES
It is the owner's responsibility to supply these plans with the following notes and specifications along with contractor drawn "as-built" plans to any and all future owners and maintenance companies.
1. The purpose of this sprinkler system is to provide only sufficient water to maintain plant life during dry weather conditions or summer seasons. Irrigation controllers shall be readjusted continuously throughout the season, on a weekly basis if necessary, to provide water only when the soil is dry at a depth of 4" the first initial growing season and 6" the following years. If the ground is moist either at the surface or a depth of 4" (during the first year after initial plant establishment) or is moist at a depth of 6" thereafter, shut the irrigation controller off and do not apply additional water until soil has been allowed to dry. Readjust controller prior to turning valves back on. If rain is forecast or is IMminent, all irrigation systems shall be shut-off and not reactivated until the soil has dried to the above depths.
2. If any subsurface drainage, or run-off is visible at low areas, across sidewalks, or weeping out of planters, immediately shut the valves off to allow the area to completely dry out. If this condition continues after subsequent watering, a qualified geologist, structural, or geotechnical engineer must be retained to provide recommendations to eliminate subsurface water or drainage problems. If during normal irrigation, ponding takes place on any landscape area, planter, drives, parking areas or any other area, the irrigation system shall be immediately shut-off and a licensed civil engineer shall be immediately contacted to provide recommendations for positive and proper drainage.
3. Inspections of irrigation system shall be made on a daily basis to observe and provide repairs or remedies to the following unacceptable problems:
a. Over-spray on sidewalks, streets, paved areas, fences, parking areas, walls, buildings or other structures. b. drainage or run-off across sidewalks, paving or streets. c. Damaged or improperly operating heads, piping, valves, controllers or other irrigation equipment. d. improperly adjusted or operating moisture or weather sensors.
4. If water is observed on streets or public sidewalks, proper warning signs or barriers shall be erected immediately to ensure safety and protection of the public. The wet area shall be dried immediately by mechanically removing water.
5. Only licensed and qualified landscape contractors and landscape maintenance individuals shall provide or make repairs to irrigation system.
6. At all times, the landscape contractor or maintenance contractor shall assign a qualified individual or individuals to inspect and monitor the irrigation system. Owners and shall be supplied with 24 hour emergency phone numbers for use in reporting broken or damaged irrigation equipment.
7. All irrigation equipment requires continuous maintenance, cleaning, adjustment, parts replacement and inspection. It is the responsibility of the landscape contractor or landscape maintenance company to provide these services on a continual and regular basis.
8. Water shall be applied to planting areas in short intervals or moisture sensors shall be adjusted to prohibit any surface ponding or run-off and at no time shall water be applied to cause soil saturation.
9. Over watering can result in death of plants, possible soil expansion and damage to concrete and asphalt paving, damage to foundations and possible loss of soil compaction. A qualified geotechnical engineer shall be retained to provide site inspections at least on an annual basis to inspect for excess soil moisture.
The responsibility of ensuring that the above precautions, repairs and continuing maintenance are properly performed is the responsibility of the Owner. The landscape architect has been retained to prepare these plans only and does not provide post construction reviews nor reviews of on-site maintenance. The landscape architect does not assume responsibility nor liability of maintenance or review of maintenance work or repairs or damages resulting from lack of repairs, maintenance, adjustments, or improper installation of irrigation equipment.
AS SHOWN
DATE: , 2023
SURVEYED BY:
JOB. No.:
DRAWN BY:
REV. BY:
SCALE:
SHEET OF 24
022-0025
N/A
SM
DT
JULY 24
3954 Murphy Canyon Rd. Suite D206
San Diego, CA 92123
858.430.6155
LANDSCAPE
BUENA VISTA PARK
DLI JOB. No.: 21-034
7-31-24 Renewal Date Date
Signature
Dav id Al lan Tay lor , Jr . - L i c . #4819
L I CENSED LANDSCAPE ARCH I TECT
STAT E OF CA L I FORN I A
6-16-23 LI06
IRRIGATION DETAILS & NOTES
BUENA VISTA PARK
FOR IRRIGATION LEGEND, SEE SHEET LI01.
FOR IRRIGATION PLANS, SEE SHEETS LI01-LI03.
FOR IRRIGATION DETAILS, SEE THIS SHEET
AND SHEETS LI04-LI05 AND LI07. FOR
IRRIGATION NOTES SEE THIS SHEET AND LI08.
FOR IRRIGATION CALCS, SEE SHEET LI09. FOR
IRRIGATION SPECIFICATIONS SEE SHEETS
LI09-LI10.
PLAN VIEW
DEEP WATERING DEVICE, (3) PER TREE AS
SHOWN ON PLAN
PROVIDE 3" MULCH LAYER
SEE TREE PLANTING DETAIL FOR PLANTING
REQUIREMENTS
PVC LATERAL TO VALVE
ROOTBALL
WATERING BASIN, MIN. 2X DIA. OF ROOTBALL
1 2
3 4
5 1
6 2
6 4
5 4' 4'
D NO SCALE
TREE DEEP WATERING DEVICE E NO SCALE
ROTOR SPRAY HEAD
1 6
2 3
4 5
FINISH GRADE
MODEL I-25-06 ROTOR HEAD
PREFABRICATED SWING JOINT
LATERAL TEE OR ELL LATERAL PIPE
STABILIZER FLANGE, MODEL 222700
1 2
3 4
5 11.a
Packet Pg. 218 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid)
AS SHOWN
DATE: , 2023
SURVEYED BY:
JOB. No.:
DRAWN BY:
REV. BY:
SCALE:
SHEET OF 24
022-0025
N/A
SM
DT
JUNE 27
3954 Murphy Canyon Rd. Suite D206
San Diego, CA 92123
858.430.6155
LANDSCAPE
BUENA VISTA PARK
DLI JOB. No.: 21-034
7-31-24 Renewal Date Date
Signature
Dav id Al lan Tay lor , Jr . - L i c . #4819
L I CENSED LANDSCAPE ARCH I TECT
STAT E OF CA L I FORN I A
6-16-23 LI07
IRRIGATION NOTES
BUENA VISTA PARK
FOR IRRIGATION LEGEND, SEE SHEET LI01.
FOR IRRIGATION PLANS, SEE SHEET LI01-LI03.
FOR IRRIGATION DETAILS, SEE SHEET LI04-LI07.
FOR IRRIGATION NOTES, SEE THIS SHEET LI06
AND LI08. FOR IRRIGATION CALCS, SEE SHEET
LI09.FOR IRRIGATION SPECS, SEE SHEET LI10
AND LI11.
FLOW SENSOR C NO SCALE
JUMBO, PLASTIC VALVE BOX WITH 2'-6"
EXTENSIONS AND LOCKING LID. HEAT STAMP
"FS" ON LID.
MASTER VALVE AT DISTANCE EQUAL TO 10X
PIPE DIAMETER UPSTREAM FROM FLOW
SENSOR.
BRASS MAINLINE FROM MASTER VALVE.
DBY WATERPROOF CONNECTIONS.
1" IN TURF AREAS, 3" IN SHRUB AREAS.
FINISH GRADE.
THREADED BRASS REDUCING COUPLING AT
DISTANCE EQUAL TO 5X PIPE DIAMETER
DOWNSTREAM FROM FLOW SENSOR.
4" MIN. DEPTH 3/8" PEA GRAVEL SUMP.
TWO (2) CONDUCTOR SHIELDED CABLE
CONNECTION TO TRANSMITTER. MIN. 24"
EXCESS WIRE LOOP.
BRASS FLOW SENSOR.
BLACK.
WHITE.
TERMINAL BOARD INSIDE CONTROLLER.
1 1/4" SCH. 40 PVC CONDUIT BACK TO
CONTROLLER WITH LONG SWEEP ELLS.
1/4" MESH, GALV. STEEL, WELDED, 23 GA.
FABRIC GOPHER BARRIER WITH FILTER FABRIC
LINER, WRAP MIN. 3" UP VALVE BOX
WHITE
BLACK
INPUT 4+
INPUT 4-
INPUT 3+
INPUT 3-
INPUT 2+
INPUT 2-
INPUT 1+
INPUT 1-
MS12-WHT
MS-BLK
MS11-WHT
TYPICAL CONNECTIONS
FOR FLOW SENSOR
10 X PIPE 5 X PIPE
DIA. MIN. TO
MASTER VALVE
DIA. MIN. TO
COUPLING
SCH 80 PVC THREADED MALE ADAPTER.
PVC PRESSURE MAINLINE TO SYSTEM.
MASTER VALVE A NO SCALE
H NO SCALE
DISC FILTER IN VALVE BOX
PVC BALL VALVE (3" AND SMALLER)
1" - 2"
2 1/2" - 3" 15" X 21" (JUMBO)
11" X 17"
E NO SCALE F NO SCALE
45° ELL (TYP.), PVC SCH. 80
4" DEEP MIN. 3/8" PEA GRAVEL.
2" X 4 " BRICK OR CONCRETE BLOCKING.
NOT USED.
SCHEDULE 80 PVC NIPPLE.
PLASTIC VALVE BOX PER SCHEDULE ABOVE
W/ BOLT-DOWN COVER. HEAT STAMP "BV" ON
LID.
1" IN LAWN AREAS, 3" IN SHRUB AREAS.
HAYWARD TRUE UNION BALL VALVE, PVC
SCH. 80
1/4" MESH, GALV. STEEL, WELDED, 23 GA.
FABRIC GOPHER BARRIER WITH FILTER FABRIC
LINER, WRAP MIN. 3" UP VALVE BOX
5 4
2 1
11 10
9 8
7 3
6 JUMBO PLASTIC VALVE BOX W/ BOLT-DOWN
COVER. HEAT STAMP "PR" ON LID.
1" IN LAWN AREAS, 3" IN SHRUB AREAS.
PRESSURE REGULATOR PER LEGEND.
BRASS/BRONZE UNIONS, ONE EACH SIDE OF
VALVE.
2" X 4 " BRICK OR CONCRETE BLOCKING.
BRASS/ COPPER NIPPLE.
NOT USED.
4" DEEP MIN. 3/8" PEA GRAVEL.
BRASS/ COPPER PRESSURE MAINLINE PIPE.
BRASS/ COPPER, 45 DEG ELL (TYP.)
PRESSURE REGULATOR
1/4" MESH, GALV. STEEL, WELDED, 23 GA.
FABRIC GOPHER BARRIER WITH FILTER FABRIC
LINER, WRAP MIN. 3" UP VALVE BOX
1 2
3 4
6 7
8 9
10 PVC PRESSURE MAINLINE PIPE - SIZED PER
PLAN.
5 PVC PRESSURE MAINLINE PIPE TO CONTROL
VALVE MANIFOLD ONLY.
12 BRASS/ COPPER PRESSURE MAINLINE IN 11
TIGHT MANIFOLD LOCATIONS 18" 12" 12" 18" 12" 18" 18"
VALVE SIZE BOX SIZE
VALVE BOX SIZING LEGEND
G NO SCALE
VALVE MANIFOLD LAYOUT
BV RCV RCV RCV 12"
IRRIGATION MAINLINE PER PLANS AND SPECS.
IRRIGATION LATERAL PER PLANS AND SPECS
TWO-WIRE CABLE IN 1 1/4" SCH. 40 ELECTRICAL
CONDUIT W/SWEEPS FROM CONTROLLER.
MIN. 10" PULL BOX PER D/LI-7. PROVIDE
LARGER BOX IF NEEDED.
TWO-WIRE CABLE IN 1 1/4" SCH. 40 ELECTRICAL
CONDUIT W/SWEEPS FROM PULL BOX TO FIRST
VALVE. MAX. 270 DEG BENDS.
1 2
3 4
NOT USED.
MANIFOLD ISOLATION BALL VALVE IN
RECTANGULAR BOX.
REMOTE CONTROL VALVE IN RECTANGULAR
BOX.
MOW CURB OR SIDEWALK.
INSTALL DECODERS IN PULL BOX.
CONDUIT AND WIRES TO OTHER VALVES.
6 7
8 8
2 NOTE:
1. ALL TWO WIRE CABLE TO BE INSTALLED WITHIN SCH. 40 PVC ELECTRICAL CONDUIT.
2. CONDUIT TO FOLLOW IRRIGATION MAINLINE TO THE GREATEST EXTENT POSSIBLE.
3. CONDUIT SIZE AND LOCATION TO BE APPROVED BY CITY INSPECTOR.
4. MAX. CONDUIT BEND 270 DEG.
1 3
5 9
7 5
9 4
PB 1
10 11
10 11
1.5" LARGE CAPACITY DISC FILTER
VALVE BOX WITH COVER, HEAT STAMP
"DF" ON LID
FINISH GRADE/TOP OF MULCH
BRICK (1 OF 4)
PVC SCH 80 FEMALE ADAPTER
PVC SCH 80 MALE ADAPTER
PVC SCH 80 THREADED UNION, ONE EACH
SIDE OF FILTER
PVC LATERAL PIPE
4" MIN. DEPTH OF 3/8" WASHED PEA
GRAVEL
1/4" MESH, GALV. STEEL, WELDED, 23 GA.
FABRIC GOPHER BARRIER WITH FILTER
FABRIC LINER, WRAP MIN. 3" UP VALVE
BOX
REFER TO
NOTE 1
NOTE:
1. FILTER ASSEMBLY TO BE INSTALLED WITH SCREEN DIRECTION FACING A 45° DOWNWARD ANGLE WITH ENOUGH SPACE TO REMOVE SCREEN FOR MAINTENANCE. SOME APPLICATIONS
MAY REQUIRE VALVE BOX EXTENSIONS OR A LARGER BOX TO ACHIEVE ACCEPTABLE SCREEN CLEARANCE.
2. ALL VALVES OPERATING MP ROTATOR HEADS SHALL INCLUDE A 120 MESH OR DISK FILTER. 12" 10X DIAMETER
OF PIPE
5X
DIAMETER
OF PIPE
WATERPROOF SPLICE
CONNECTION
VALVE BOX WITH COVER
FINISH GRADE/TOP OF MULCH
NORMALLY CLOSED MASTER
VALVE
FLOW SENSOR
DOUBLE-STRAP SADDLE
CONCENTRIC REDUCER
PVC MAINLINE PIPE
BRICK (1 OF 4)
3-INCH MINIMUM DEPTH OF
3/4-INCH WASHED GRAVEL
TWO-WIRE CABLE BETWEEN
DEVICES NOTE:
1. COIL AN ADDITIONAL 3-FEET OF
TWO-WIRE CABLE IN VALVE BOX FOR
EASY SERVICING. 8" MIN. 18" 12" 18"
MASTER CONTROL VALVE WITH SURGE DEVICE D NO SCALE
TWO-WIRE CABLE IN 1-1/4" SCH. 40 PVC CONDUIT WITH
LARGE SWEEP ELLS, MAX. 270 DEG. BENDS.
JUMBO PLASTIC VALVE BOX BOLT-DOWN COVER. HEAT
STAMP "MV" ON LID.
3" IN SHRUB AREAS, 1" IN TURF AREAS.
DBY WATERTIGHT WIRE CONNECTORS.
CONTROL CABLE, BUNDLE AND TAPE (W/24"MIN.
EXTRA WIRE).
MASTER VALVE. (SEE LEGEND)
BRASS/ BRONZE UNIONS, ONE EACH SIDE OF VALVE.
BRASS/ BRONZE FEMALE ADAPTER (TYP.)
BRASS/ COPPER PRESSURE PIPE TO FLOW SENSOR.
BRASS/ BRONZE NIPPLE(LENGTH AS REQUIRED).
2X4 BRICK OR CONCRETE BLOCKING.
BRASS/ BRONZE 45 DEG. ELL (SxSxS)
4" DEEP MIN. OF 3/8" PEA GRAVEL.
BRASS/ COPPER PRESSURE PIPE FROM BACKFLOW.
DEPTH-SEE TRENCHING DETAIL
RAINBIRD IVM-SD SURGE DEVICE
1/4" MESH, GALV. STEEL, WELDED, 23 GA. FABRIC
GOPHER BARRIER WITH FILTER FABRIC LINER, WRAP
MIN. 3" UP VALVE BOX
BRASS/ COPPER PRESSURE MAINLINE, 12" COVER IN
TIGHT MANIFOLD LOCATIONS ONLY.
TWO-WIRE DECODER.
1 2
1 2
3 1 2 3 3
4 4
5 6
7 6
5 8
7 9
7 8
10 9 9
11 10
11 10
(NOT ASSIGNED) B NO SCALE
8 11.a
Packet Pg. 219 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid)
1. THE CONTRACTOR SHALL FURNISH THE ARTICLES, EQUIPMENT, MATERIALS, SHOP DRAWINGS, OR PROCESSES SPECIFIED BY NAME IN THE DRAWINGS AND SPECIFICATIONS.
2. THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE FOR APPROVAL OF ITEMS SPECIFIED.
3. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE
LANDSCAPE ARCHITECT MAY BE REJECTED AND THE CONTRACTOR SHALL BE REQUIRED TO REMOVE AND REPLACE SUCH MATERIALS FROM THE SITE AT HIS OWN EXPENSE.
4. APPROVAL OF ANY ITEM, ALTERNATE OR SUBSTITUTE, INDICATES ONLY THAT THE PRODUCT(S)
APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED.
5. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE.
SUBMIT THE FOLLOWING:
A. LANDSCAPE:
- ALL PLANT MATERIALS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO DELIVERY TO THE SITE. THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO REJECT UNSATISFACTORY OR DEFECTIVE PLANT MATERIALS AFTER DELIVERT TO THE SITE. ALL REJECTED PLANT MATERIAL
SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND REPLACED WITH SATISFACTORY AND APPROVED MATERIALS.
- MANUFACTURER'S OR VENDOR'S CERTIFIED ANALYSIS FOR SOIL AMENDMENTS AND FERTILIZER MATERIALS.
- TREE STAKES AND TYING SUPPORTS WITH PRODUCT INFORMATION. - CUT SHEETS OF ALL PLANT POTS WITH SIZES, FINISH AND COLOR INDICATED ON DRAWINGS. - WEED BARRIER PRODUCT DATA.
- MULCH PRODUCT DATA.
- VENDOR'S CERTIFICATION
- SUBMIT ONE REPRESENTATIVE LIGHT WEIGHT SOIL SAMPLE FOR SOIL TYPE AND CONDITION FOR AGRICULTURAL SUSTAINABILITY TESTING. SUBMIT ONE SAMPLE OF ORGANIC SOIL AMENDMENT FOR TESTING.
- SOIL TEST RESULTS AND RECOMMENDATIONS OF THE LABORATORY SHALL BE SUBMITTED TO THE GOVERNMENT FOR INCORPORATION INTO THE CONTRACT DOCUMENTS. - PLANTER POTS AND JARDINIER ALTERNATE SUB IRRIGATION SYSTEM CATALOG DATA AND COLOR.
B. TOT LOT PLAY AREA AND SITE FURNITURE:
- PLAY EQUIPMENT CATALOG DATA AND COLOR SAMPLES BY COAST RECREATION, INC. OF COSTA MESA, CA. CONTACT: MIKE EISERT AT (949) 697-4462.
- RUBBER FIBAR SURFACE MATERIAL PRODUCT DATA
- PICNIC TABLES, BENCHES AND TRASH ENCLOSURES CATALOG DATA AND COLOR. - BBQ CATALOG DATA AND COLORS
- FIRE PIT CATOLOG DATA, FINISHES AND COLOR
C. WALLS & PAVEMENT:
- CONCRETE BLOCK CATLOG DATA, FINISH & COLOR.
- CONCRETE PAVEMENT COLORATION SYSTEM CATALOG DATA, COLOR & FINISH. REFER TO NOTE #12,
THIS SHEET UNDER GENERAL NOTES FOR REQUIREMENTS REGARDING HARDSCAPE MATERIAL SAMPLES.
1. MAINTENANCE PERIOD SHALL BEGIN ON THE FIRST DAY AFTER ALL LANDSCAPE AND CONSTRUCTION
WORK ON THE PROJECT IS COMPLETE, CHECKED, ACCEPTED, AND WRITTEN APPROVAL FROM THE OWNER, ARCHITECT AND LANDSCAPE ARCHITECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD.
MAINTENANCE PERIOD SHALL CONTINUE THEREAFTER FOR NO LESS THAN 120 CONTINUOUS CALENDAR DAYS.
2. CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS DURING THE PROGRESS OF THE LANDSCAPING OPERATIONS AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK.
3. REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED. PLANTS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION AND IN A VISUALLY PLEASING
APPEARANCE BY WATERING, PRUNING, TRIMMING, EDGING, FERTILIZING, RE-STAKING, PEST AND DISEASE CONTROLLING, SPRAYING, WEEDING, CLEANING-UP AND OTHER OPERATIONS OF MAINTENANCE.
LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS, AND OTHER UNDESIRED VEGETATIVE GROWTH AND DEBRIS. PLANTS FOUND TO BE DEAD OR IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEDIATELY.
4. COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN THE
OPINION OF THE LANDSCAPE ARCHITECT, IMPROPER MAINTENANCE OR THE UNHEALTHY CONDITION OF PLANTED MATERIAL IS EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD.
CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ADDITIONAL LANDSCAPE MAINTENANCE UNTIL LANDSCAPING IS COMPLETED AND ACCEPTABLE.
5. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR MAINTAINING ADEQUATE PROTECTION OF LANDSCAPE AREAS. REPAIR DAMAGED AREAS IMMEDIATELY.
1. GUARANTEE SHRUBS, AND VINES TO REMAIN HEALTHY AND VIGOROUSLY GROWING FOR 120 DAYS FROM COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD.
2. GUARANTEE TREES TO LIVE IN A HEALTHY CONDITION FOR A PERIOD OF ONE YEAR FROM COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD.
3. REPLACE WITHIN 14 DAYS, PLANTS FOUND TO BE DEAD OR NOT IN A VIGOROUS CONDITION AS DETERMINED BY THE LANDSCAPE ARCHITECT NOTED WITHIN THE GUARANTEE PERIOD.
4. USE PLANTS FOR REPLACEMENT OF THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST.
FURNISH, PLANT AND FERTILIZE AS ORIGINALLY SPECIFIED.
BY USE OF THESE DRAWINGS BEARING THE SEAL AND SIGNATURE OF THE LANDSCAPE ARCHITECT, FOR ANY REASON, THE USER ACKNOWLEDGES AND ACCEPTS THE FOLLOWING:
1. PLANT MATERIAL IS A DYNAMIC, UNPREDICTABLE, LIVING ORGANISM THAT CAN CREATE HAZARDS TO PEOPLE AND BUILT STRUCTURES.
2. THIS PROJECT FEATURES PLANTING IN CONTAINERS AND IN SPACES CONFINED ON ALL SIDES BY BUILDING STRUCTURES. PLANTS GROWN IN CONTAINERS OR CONFINED SPACES WILL NOT ACHIEVE SIZES OR CHARACTERISTICS AS THE SAME PLANTS GROWN IN UNRESTRICTED, NATURAL CONDITIONS. ROOTS WILL
GROW TO THE EDGES OF CONFINED AREAS AND MUST BE REGULARLY INSPECTED BY PLANT CARE
PROFESSIONALS WITH A COMPLETE CLT CERTIFICATION TO INSURE NO DAMAGE TO THE CONTAINER, BUILDING STRUCTURE, OR WATERPROOFING COMPONENTS.
3. PLANT MATERIALS USED ON THIS PROJECT HAVE VARYING WATER USE REQUIREMENTS THAT ARE DETERMINED FROM SEASON TO SEASON, WEATHER CONDITIONS, TYPE OF PLANT, AND BY LOCATION. WATER APPLICATION MUST BE ADJUSTED AS NECESSARY. PLANT MATERIAL, PLANTING SOIL AND IRRIGATION SYSTEMS REQUIRE CONTINUOUS, ON-GOING, PROFESSIONAL MONITORING. IMPROPER MAINTENANCE AND MONITORING CAN LEAD TO SIGNIFICANT DAMAGE. THE LANDSCAPE ARCHITECT HAS NO CONTROL OVER THE
MAINTENANCE OF THE WORK REPRESENTED ON THESE DRAWINGS AND THEREFORE DISAVOWS ANY
RESPONSIBILITY FOR DAMAGES CAUSED BY PLANT GROWTH AND/OR THE APPLICATION OF IRRIGATION WATER.
4. THE LANDSCAPE ARCHITECT HAVE HAD NO CONTROL OVER, AND TAKE NO RESPONSIBILITY FOR ANY
COMPONENTS OF THE PROJECT OTHER THAN WHAT IS EXPLICITLY ILLUSTRATED ON THE DRAWINGS SIGNED AND SEALED BY THE LANDSCAPE ARCHITECT. WORK NOTED AS 'BY OTHERS' IS SHOWN FOR REFERENCE ONLY.
5. UNLESS THESE PLANS ARE CLEARLY MARKED 'FOR CONSTRUCTION' AND BEAR THE SEAL AND SIGNATURE OF A LICENSED LANDSCAPE ARCHITECT THEY MAY NOT BE USED FOR CONSTRUCTION.
6. DESIGN OR INDICATION OF STRUCTURE, PENETRATIONS THROUGH STRUCTURE, DRAINAGE, PROTECTION,
ROOT BARRIERS AND WATERPROOFING IN PLANTERS BY OTHERS IS SHOWN ON THESE LANDSCAPE ARCHITECTURAL DRAWINGS FOR REFERENCE ONLY, AND IS NOT FOR CONSTRUCTION. PLEASE REFER TO APPROPRIATE PLANS BY OTHERS FOR CONSTRUCTION INFORMATION.
DECLARATIONS AND DISCLAIMERS FOR
LANDSCAPE ARCHITECTURE
MAINTENANCE BY THE CONTRACTOR
GUARANTEES & REPLACEMENTS BY THE
CONTRACTOR
1. ALL LANDSCAPING SHALL CONFORM TO THE CITY EL CENTRO MUNICIPAL CODE LANDSCAPE REGULATIONS AND ALL OTHER LANDSCAPE RELATED CITY AND REGIONAL STANDARDS.
2. ALL PLANTS SHALL BE MAINTAINED BY THE FUTURE PROPERTY MANAGEMENT COMPANY. THE PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION. DISEASED OR DEAD PLANT MATERIAL SHALL BE SATISFACTORILY TREATED OR REPLACED. IT IS THE DEVELOPER/OWNER'S RESPONSIBILITY TO SUPPLY THESE PLANS WITH THE FOLLOWING NOTES AND SPECIFICATIONS ALONG WITH CONTRACTOR DRAWN "AS-BUILT" PLANS TO ANY AND ALL FUTURE OWNERS, MAINTENANCE COMPANIES, PROPERTY MANAGEMENT AND HOMEOWNERS ASSOCIATIONS.
3. CONTRACTORS ON THE JOB SHALL CARRY INSURANCE SATISFACTORY TO THE OWNER, AND SHALL PROVIDE CERTIFICATION OF COVERAGE UPON REQUEST. CONTRACTOR SHALL NOT CAUSE THIS POLICY TO BE CANCELED OR
PERMIT IT TO LAPSE, AND THE INSURANCE POLICY SHALL INCLUDE A CLAUSE TO THE EFFECT THAT THE POLICY SHALL
NOT, AT ANY TIME DURING THE CONSTRUCTION PERIOD, BE CANCELLED, REDUCED, RESTRICTED, OR LIMITED UNTIL FIFTEEN (15) DAYS AFTER ALL ADDITIONAL INSUREDS HAVE RECEIVED WRITTEN NOTICE AS EVIDENCED BY RETURNED RECEIPTS OF REGISTERED OR CERTIFIED LETTERS.
4. THE CONTRACTOR AGREES TO HOLD THE LANDSCAPE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING OUT OF HIS OPERATIONS OR THE OPERATIONS OF ANY OF HIS SUBCONTRACTORS, MATERIALS SUPPLIERS, OR AGENTS.
5. THE CONTRACT DRAWINGS REPRESENT THE FINISHED CONSTRUCTION AND DO NOT INDICATE METHODS, PROCEDURES, OR SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO MAINTAIN THE INTEGRITY OF STRUCTURES DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN, CONSTRUCTION, AND MAINTENANCE OF ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING.
6. ALL LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF
THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THE PROJECT DRAWINGS AND SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE
ENFORCEMENT OF FEDERAL AND STATE OF CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH REGULATIONS AND REQUIREMENTS.
7. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL NEW UTILITIES, STRUCTURES, AND SERVICES BEFORE WORK.
THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES ARE NOT SHOWN IN THESE PLANS. ANY DISCREPANCIES
BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE OWNER, ARCHITECT, AND THE LANDSCAPE ARCHITECT.
8 . IN AN EMERGENCY THREATENING THE SAFETY OF LIFE, WORK OR ADJOINING PROPERTY, THE CONTRACTOR IS HEREBY INSTRUCTED TO ACT AT HIS DISCRETION TO PREVENT SUCH LOSS OR INJURY.
9. CONTRACTOR SHALL HAVE A VALID CONTRACTOR'S LICENSE AND A CITY BUSINESS LICENSE REQUIRED FOR THE PARTICULAR WORK BEING DONE. CONTRACTOR SHALL NOT ALLOW LICENSESTO LAPSE DURING THE CONTRACT PERIOD.
10. DO NOT SCALE ANY DRAWING IN THIS SET. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER THE SCALE SHOWN ON THE PLANS, SECTIONS, AND DETAILS.
11. THE CONTRACTOR IS REQUIRED TO SUBMIT ITEMS INDICATED ON THIS SHEET UNDER SUBMITTAL AS WELL AS THE
DRAWINGS TO THE ARCHITECT AND LANDSCAPE ARCHITECT AND OBTAIN THEIR APPROVALS PRIOR TO DELIVERY TO THE SITE AND PROCEEDING WITH CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN THE ARCHITECT'S AND LANDSCAPE ARCHITECT'S APPROVALS PRIOR TO DELIVERY OF THE ITEMS TO THE SITE.
12. FOR ALL CONCRETE PAVING AND HARDSCAPE PAVERS, THE CONTRACTOR SHALL PREPARE HARDSCAPE MATERIAL SAMPLES 4'X4' SQUARES, LABELED AND NUMBERED APPROXIMATELY WITH SPECIFIED MATERIALS, COLORS,
TEXTURES, AND OTHER TREATMENTS CALLED OUT FOR REVIEW AND APPROVAL BY THE CLIENT, ARCHITECT AND LANDSCAPE ARCHITECT. THESE SAMPLES SHALL BE LOCATED AND REMAIN PROTECTED ON-SITE FOR THE DURATION OF THE PROJECT CONSTRUCTION PERIOD AND FOR REFERENCE AND QUALITY CONTROL PURPOSES.
13. THE LANDSCAPE ARCHITECT SHALLL BE NOTIFIED NO LESS THAN 72 HOURS IN ADVANCE OF THE START OF CONSTRUCTION, ANY SITE OBSERVATION, OR MEETINGS. SITE OBSERVATIONS SHALL INCLUDE, BUT NOT BE LIMITED TO:
A. PRE-CONSTRUCTION MEETING.
B. LANDSCAPE CONSTRUCTION AND INSTALLATION.
C. SPOTTING OF TREES AND SPECIMEN PLANTS.
D. PRE-MAINTENANCE (SUBSTANTIAL CONFORMANCE WALKTHROUGH).
E. POST-MAINTENANCE (FINAL WALKTHROUGH).
F. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THESE MEETINGS AND INSURE THE LANDSCAPE ARCHITECT IS PRESENT AT THE SITE AS WELL AS THE DEVELOPER.
14. UPON COMPLETION OF THE MAINTENACE PERIOD BY THE CONTRACTOR AND AFTER FINAL WALK-THROUGH, A "CERTIFICATE OF SUBSTANTIAL COMPLETION" SHALL BE SUBMITTED TO THE CITY AND THE DEVELOPER. THE
CERTIFICATE SHALL BE PROVIDED BY THE LANDSCAPE ARCHITECT, LANDSCAPE CONTRACTOR, GENERAL
CONTRACTOR AND OTHER LICENSED OR CERTIFIED PROFESSIONALS INVOLVED WITH CONSTRUCTION INDICATED ON THERE PLANS. THE CERTIFICATE SHALL INDICATE THAT PLANT MATERIALS HAS BEEN INSTALLED IN ACCORDANCE WITH THE PLANS. THE CERTIFICATE SHALL INCLUDE A LIST OF OBSERVED DEFICIENCES, ITEMS THAT WILL REQUIRE CORRECTION, REPLACEMNT OR OBSERVATION.
15. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR DESIGN INTENT
AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER AND THE LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER AND LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS AT THE CONTRACTORS RISK AND EXPENSE.
16. ANY AND ALL CHANGES TO THE LANDSCAPE CONSTRUCTION AND PLANTING PLANS AS A RESULT OF CONSTRUCTION
OR VALUE ENGINEERING SHALL BE DOCUMENTED AND SUBMITTED BY THE CONTRACTOR TO THE OWNER AND LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. ONCE ACCEPTED, THE CONTRACTOR IS REQUIRED TO
DOCUMENT THE APPROVED CHANGES ON AN AS-BUILT SET OF DRAWINGS TO BE MAINTAINED ON-SITE DURING CONSTRUCTION AND SUBMITTED TO THE OWNER AND LANDSCAPE ARCHITECT AT THE COMPLETION OF THE PROJECT.
17. NO REVISIONS OR CHANGES SHALL BE MADE TO THESE PLANS WITHOUT REVIEW AND WRITTEN APPROVAL OF THE
ARCHITECT AND LANDSCAPE ARCHITECT THROUGH A RFI 'REQUEST FOR INFORMATION' SUBMITTED BY THE CONTRACTOR.
18. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS & PROPERTY THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY & NOT BE LIMITED TO NORMAL WORKING HOURS & THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY, & HOLD THE OWNER, THE CITY/COUNTY OF LOCAL JURISDICTION, & THE
LANDSCAPE ARCHITECT HARMLESS FROM ANY & ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE CITY/COUNTY OF LOCAL JURISDICTION, OR THE LANDSCAPE ARCHITECT.
19. ALL DRAWINGS AND MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL & UNPUBLISHED WORK OF THE
LANDSCAPE ARCHITECT & THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF DELORENZO INCORPORATED.
GENERAL NOTES SUBMITTALS:
AS SHOWN
DATE: , 2023
SURVEYED BY:
JOB. No.:
DRAWN BY:
REV. BY:
SCALE:
SHEET OF 24
022-0025
N/A
SM
DT
JUNE 27
3954 Murphy Canyon Rd. Suite D206
San Diego, CA 92123
858.430.6155
LANDSCAPE
BUENA VISTA PARK
DLI JOB. No.: 21-034
7-31-24 Renewal Date Date
Signature
Dav id Al lan Tay lor , Jr . - L i c . #4819
L I CENSED LANDSCAPE ARCH I TECT
STAT E OF CA L I FORN I A
6-16-23 LI08
IRRIGATION NOTES
BUENA VISTA PARK
FOR IRRIGATION LEGEND, SEE SHEET LI01.
FOR IRRIGATION PLANS, SEE SHEETS LI01-LI03.
FOR IRRIGATION DETAILS, SEE SHEETS
LI04-LI07. FOR IRRIGATION NOTES, SEE THIS
SHEET AND LI06. FOR IRRIGATION CALCS, SEE
SHEET LI09.FOR IRRIGATION SPECIFICATIONS,
SEE SHEETS LI10 AND LI11.
11.a
Packet Pg. 220 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid)
AS SHOWN
DATE: , 2023
SURVEYED BY:
JOB. No.:
DRAWN BY:
REV. BY:
SCALE:
SHEET OF 24
022-0025
N/A
SM
DT
JUNE 27
3954 Murphy Canyon Rd. Suite D206
San Diego, CA 92123
858.430.6155
LANDSCAPE
BUENA VISTA PARK
DLI JOB. No.: 21-034
7-31-24 Renewal Date Date
Signature
Dav id Al lan Tay lor , Jr . - L i c . #4819
L I CENSED LANDSCAPE ARCH I TECT
STAT E OF CA L I FORN I A
6-16-23 LI09
IRRIGATION CALCULATIONS
BUENA VISTA PARK
FOR IRRIGATION LEGEND, SEE SHEET LI01.
FOR IRRIGATION PLANS, SEE SHEETS LI01-LI03.
FOR IRRIGATION DETAILS, SEE SHEETS
LI04-LI06. FOR IRRIGATION NOTES, SEE SHEETS
LI06-LI07. FOR IRRIGATION CALCS, SEE SHEET
LI08.FOR IRRIGATION SPECIFICATIONS, SEE
THIS SHEET AND LI10.
11.a
Packet Pg. 221 Attachment: 022-0025_Buena Vista Park_Full Set_2023-08-04 (6046 : Buena Vista Authorization to Go Out to Bid)
AS SHOWN
DATE: , 2023
SURVEYED BY:
JOB. No.:
DRAWN BY:
REV. BY:
SCALE:
SHEET OF 24
022-0025
N/A
SM
DT
JUNE 27
3954 Murphy Canyon Rd. Suite D206
San Diego, CA 92123
858.430.6155
LANDSCAPE
BUENA VISTA PARK
DLI JOB. No.: 21-034
7-31-24 Renewal Date Date
Signature
Dav id Al lan Tay lor , Jr . - L i c . #4819
L I CENSED LANDSCAPE ARCH I TECT
STAT E OF CA L I FORN I A
6-16-23 LI10
IRRIGATION CALCULATIONS
BUENA VISTA PARK
FOR IRRIGATION LEGEND, SEE SHEET LI01.
FOR IRRIGATION PLANS, SEE SHEETS LI01-LI03.
FOR IRRIGATION DETAILS, SEE SHEETS
LI04-LI07. FOR IRRIGATION NOTES, SEE SHEETS
LI06 AND LI08. FOR IRRIGATION CALCS, SEE
SHEET LI09.FOR IRRIGATION SPECIFICATIONS,
SEE THIS SHEET AND LI11.
1. SCOPE:
PROVIDE LABOR, MATERIALS, PERMITS, EQUIPMENT, SUPERVISION, SERVICES AND TRANSPORTATION AND ALL OTHER ITEMS
NECESSARY TO PERFORM ALL IRRIGATION WORK AS INDICATED AND SPECIFIED ON PLANS PREPARED BY URBAN ARENA, INCLUDING ALL RECORD DRAWINGS, REDUCED DIAGRAMMATIC PLANS, GUARANTEES, AND SERVICE MANUALS. WORK SHALL BE
COMPLETED IN AN EFFICIENT AND SATISFACTORY MANNER TO THE HIGHEST WORKMANLIKE STANDARDS ESTABLISHED FOR SPRINKLER INSTALLATION AND OPERATION.
2. GENERAL CONDITIONS:
A. CONTRACTOR SHALL VERIFY ALL CONDITIONS INDICATED ON THE PLANS. CONTRACTOR SHALL NOTIFY OWNER'S
REPRESENTATIVE IN WRITING OF ANY DISCREPANCIES IN THE PLANS AND FIELD CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. FAILURE TO NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING EXEMPTS THE CONTRACTOR FROM GAINING COMPENSATION FOR REQUIRED CHANGES.
B. CONTRACTOR SHALL CHECK ALL SITE CONDITIONS, AND VERIFY THE EXISTENCE, LOCATION AND SIZE OF UTILITIES AND SERVICES PRIOR TO BEGINNING WORK.
C. THE IRRIGATION DESIGN AS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC. SCALED DIMENSIONS ARE APPROXIMATE.
BEFORE PROCEEDING WITH WORK, CHECK AND VERIFY SITE DIMENSIONS.
D. DO NOT INSTALL THE IRRIGATION SYSTEMS WHEN UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN AREAS OR DIMENSIONS EXIST. IMMEDIATELY BRING DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE.
IF NOTIFICATION IS NOT GIVEN, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR REQUIRED REVISIONS AND COSTS.
E. CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION WORK TO AVOID CONFLICTS WITH PLANTING, UTILITIES, ENGINEERING AND ARCHITECTURAL FEATURES. CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK WITH OTHER TRADES.
F. CONTRACTOR SHALL PROTECT INSTALLED CONTRACT WORK AND WORK OF OTHERS.
G. CONTRACTOR SHALL APPLY AND PAY FOR NECESSARY PERMITS AND FEES REQUIRED IN PURSUIT OF WORK AS REQUIRED BY GOVERNING CODES.
H. LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATED TO A PORTION OF THIS WORK ARE HEREBY MADE A PART OF THESE SPECIFICATIONS.
I. CONTRACTOR SHALL KEEP PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO WORK DURING CONSTRUCTION AND MAINTENANCE PERIOD. BROOM CLEAN ALL PAVED AREAS.
J. CONTRACTOR SHALL NOTE ALL FINISH GRADES BEFORE COMMENCING WORK. RESTORE FINISH GRADE CHANGED DURING COURSE OF THIS WORK TO ORIGINAL OR INTENDED CONTOURS WHERE PRACTICAL.
K. NO DEVIATION FROM PLANS AND SPECIFICATIONS IS AUTHORIZED, UNLESS WRITTEN AUTHORIZATION IS OBTAINED FROM THE OWNER'S REPRESENTATIVE OR HIS APPOINTED REPRESENTATIVE IN ADVANCE.
L. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT REMOVAL AGREEMENT IF REQUIRED FOR ALL IRRIGATION EQUIPMENT LOCATED WITHIN PUBLIC RIGHT OF WAY.
3. SUBMITTAL:
CONTRACTOR'S MAINTENANCE PERIOD SHALL NOT BE TERMINATED UNTIL THE FOLLOWING CONDITIONS ARE MET:
A. RECORD DRAWINGS:
1. CONTRACTOR SHALL RECORD WORK AS IT IS ACTUALLY INSTALLED ON AN ERASABLE XEROX VELLUM BASE OF THE
IRRIGATION DRAWING, MAKE CHANGES TO XEROX VELLUM BASE IN INK (NO BALL POINT PEN), AND MAINTAIN CURRENT RECORD DRAWINGS ON THE SITE. THE FINAL "AS BUILT" RECORD DRAWINGS SHALL BE DRAFTED EMPLOYING A COMPETENT DRAFTSMAN.
2. RECORD DIMENSIONS FROM TWO DIFFERENT PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, CURB RETURNS, ETC.) FOR THE FOLLOWING ITEMS:
A. WATER METER AND BACKFLOW ASSEMBLY
B. CONNECTIONS TO EXISTING WATER LINES
C. BALL, QUICK COUPLING AND AUTOMATIC CONTROL VALVES
D. ROUTING OF PRESSURE LINES
E. SOURCE OF ELECTRICAL POWER FOR CONTROLLER, LOCATION OF CONDUIT AND CONDUCTORS FROM SOURCE TO
CONTROLLER, ROUTING OF ELECTRICAL WIRES, AND SPARE WIRE LOCATIONS F. PIPE AND ELECTRICAL SLEEVES
G. IRRIGATION HEADS HAVING A DESIGN RADIUS OF 30' OR MORE
3. CONTRACTOR SHALL SUBMIT ONE SET OF COMPLETED RECORD DRAWINGS TO THE OWNER'S REPRESENTATIVE PRIOR TO
THE BEGINNING OF THE SPECIFIED MAINTENANCE PERIOD AND OWNER'S REPRESENTATIVE SHALL VERIFY COMPLETENESS PRIOR TO FINAL ACCEPTANCE.
B. CONTROLLER CHARTS:
THE CONTRACTOR SHALL PREPARE THE CONTROLLER CHARTS AND PLACE THEM IN THE CONTROLLERS BEFORE COMMENCING SERVICE. CONTRACTOR SHALL VERIFY COMPLETENESS OF RECORD DRAWINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PREPARING THE CONTROLLER CHARTS. THE CONTROLLER CHARTS SHALL BE PREPARED AS FOLLOWS:
1. PROVIDE ONE CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER SHOWING THE AREA COVERED BY THE CONTROLLER. THE CHART MUST SHOW CLEARLY ALL AREAS UTILIZING RECLAIMED IRRIGATION WATER AND POTABLE IRRIGATION WATER. THE CHART SHALL BE THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW.
2. THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL AS-BUILT SYSTEM. THE LINE WEIGHTS AND LETTERING ON THE ORIGINAL CONTROLLER CHART DRAWING SHALL BE SO DRAWN THAT THE REDUCED CHART IS CLEARLY READABLE.
3. THE CHART SHALL BE A BLACKLINE PRINT WITH A DIFFERENT COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION.
4. WHEN COMPLETED AND APPROVED, THE CHARTS SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM OF TEN (10) MILS THICK.
C. SERVICE MANUALS, KEYS, EQUIPMENT, AND GUARANTEES:
1. CONTRACTOR SHALL SUBMIT TWO (2) SERVICE MANUALS FOR IRRIGATION EQUIPMENT TO OWNER'S REPRESENTATIVE.
MANUALS MAY BE LOOSE LEAF AND SHALL CONTAIN COMPLETE DRAWINGS OF ALL EQUIPMENT INSTALLED SHOWING COMPONENTS AND CATALOG NUMBERS TOGETHER WITH THE MANUFACTURER'S NAME AND ADDRESS. OPERATION INSTRUCTIONS SHALL BE SIMPLE ENOUGH TO BE UNDERSTOOD WITHOUT SPECIALIZED KNOWLEDGE.
2. CONTRACTOR SHALL SUBMIT TWO (2) SETS OF KEYS PER EACH CONTROLLER. A COPY OF THE EQUIPMENT GUARANTEES SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE.
3. THE CONTRACTOR SHALL SUPPLY THE FOLLOWING TOOLS:
A. TWO (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING, AND ADJUSTING EACH TYPE OF SPRINKLER AND VALVE ON THIS PROJECT.
B. ONE (1) QUICK COUPLER KEY AND MATCHING HOSE SWIVEL FOR EACH TYPE OF QUICK COUPLING VALVE INSTALLED.
4. WATER SUPPLY:
A. GENERAL:
1. POTABLE WATER SUPPLY SHALL BE CLEAN, FREE OF SUSPENDED PARTICLES, ALGAE, OR CHEMICALS THAT MAY FORM INSOLUBLE PRECIPITATES IN THE EQUIPMENT OR MAY BE DETRIMENTAL TO PLANTINGS.
B. WATER SERVICE:
1. INDIVIDUALLY ASSESSED AREAS AND INDIVIDUALLY OWNED (OR TO BE OWNED) LOTS SHALL HAVE SEPARATELY METERED AND CONTROLLED IRRIGATION SYSTEMS. IRRIGATION SHALL BE CONFINED TO THE INDIVIDUAL AREAS, WITHOUT OVERSPRAY ONTO ADJACENT AREAS OR ACROSS PROPERTY LINES. SPECIAL SITUATIONS MAY BE APPROVED OR REQUIRED BY THE PLANNING DIRECTOR ARCHITECT TO VARY FROM THESE REQUIREMENTS.
2. CITY APPROVED BACKFLOW PREVENTION UNITS ARE REQUIRED ON ALL IRRIGATION SYSTEMS. INSTALLATION SHALL COMPLY WITH ALL APPLICABLE HEALTH AND SAFETY CODES.
5. GUARANTEE:
THE SITE SPRINKLER SYSTEM, INCLUDING WORK DONE UNDER THIS CONTRACT, SHALL BE GUARANTEED IN WRITING AS TO
MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED AREAS BELOW GRADE FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE ENDING OF THE SPECIFIED MAINTENANCE PERIOD. THE OWNER'S REPRESENTATIVE SHALL DETERMINE THIS DATE AFTER REVIEW OF THE SPECIFIED IRRIGATION WORK. IMMEDIATELY REPAIR DAMAGE TO THE SYSTEM AND SITE CAUSED BY FAULTY MATERIALS OR WORKMANSHIP AT NO COST TO THE OWNER. PROVIDE INSTRUCTION TO THE OWNER'S REPRESENTATIVE AND FUTURE MAINTENANCE PERSONNEL IN THE OPERATION OF THE IRRIGATION SYSTEMS. THE OWNER RETAINS THE RIGHT TO MAKE EMERGENCY REPAIRS WITHOUT RELIEVING THE CONTRACTOR'S GUARANTEE OBLIGATIONS. IN
THE EVENT THE CONTRACTOR DOES NOT RESPOND TO THE OWNER'S REQUEST FOR REPAIR WORK UNDER THIS GUARANTEE
WITHIN A TIMELY MANNER, THE OWNER MAY MAKE SUCH REPAIRS AS HE MAY DEEM NECESSARY AT THE FULL EXPENSE OF THE CONTRACTOR.
6. MATERIALS:
A. GENERAL:
1. PROVIDE NEW MATERIALS AND EQUIPMENT OF BEST QUALITY OBTAINABLE, WHICH COMPLY WITH DRAWINGS AND SPECIFICATIONS.
2. NO SUBSTITUTION OF SPECIFIED MATERIALS OR EQUIPMENT SHALL BE MADE WITHOUT REVIEW BY URBAN ARENA AND WRITTEN APPROVAL FROM THE OWNER'S REPRESENTATIVE.
B. IRRIGATION PIPE AND FITTINGS:
1. POTABLE PVC PIPE:
A. PIPE SHALL BE MADE FROM NSF APPROVED, TYPE I, GRADE II PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION D1784. PIPE SHALL MEET REQUIREMENTS SET FORTH IN FEDERAL SPECIFICATION PS-22-70 WITH AN APPROPRIATE STANDARD DIMENSION RATIO.
B. ALL PLASTIC PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE FOLLOWING INFORMATION:
MANUFACTURER'S NAME, NOMINAL PIPE SIZE, SCHEDULE OR CLASS, PRESSURE RATING IN PSI, NSF APPROVAL AND DATE OF EXTRUSION.
C. ALL SOLVENT SHALL BE AS RECOMMENDED BY MANUFACTURER OF PIPE FITTING AND AS APPROVED. USE NO SOLVENT FROM CANS THAT HAVE BEEN OPENED OVERNIGHT.
D. PVC PRESSURE LINES TO BE INSTALLED UNDERGROUND:
1. ALL PIPE 2" AND LARGER SHALL BE CLASS 315
2. ALL PIPE SMALLER THAN 2" SHALL BE SCH 40
3. FITTINGS SHALL BE SCH. 40.
E. PVC NON-PRESSURE LINES TO BE INSTALLED UNDERGROUND:
1. ALL PIPE SHALL BE CLASS 200.
2. FITTINGS SHALL BE SCH. 40.
F. PVC FITTINGS, SOLVENT WELDED TYPE PVC SCH 40, TYPE II NSF APPROVED, SHALL CONFORM TO ASTM TEST PROCEDURE D 2466.
G. PVC FITTINGS SHALL BEAR THE MANUFACTURER'S NAME OR TRADEMARK, MATERIAL DESIGNATION, SIZE, APPLICABLE I.P.S. SCHEDULE AND NSF APPROVAL.
H. NO CLOSE NIPPLES OR CROSSES SHALL BE USED. PVC NIPPLES SHALL BE BLACK IN COLOR.
2. UVR/PVC PIPE AND FITTINGS (BROWNLINE OR EQUAL):
A. PRESSURE LINE PIPE SHALL BE PVC 1120, TYPE I GRADE I NSF APPROVED, AS MANUFACTURED BY BROWNLINE PIPE COMPANY (OR EQUAL) IN ACCORDANCE WITH ASTM D-1785 AND SHALL BE OF NOMINAL SCHEDULE 40 PIPE CLASSIFICATION. MATERIAL SHALL MEET ASTM D-1784, CELL CLASS 12454B.
B. ALL PLASTIC PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE FOLLOWING INFORMATION:
MANUFACTURER'S NAME, NOMINAL PIPE SIZE, UVR-PVC TYPE AND GRADE, PRESSURE RATING IN PSI, NSF APPROVAL AND DATE OF EXTRUSION.
C. ALL FITTINGS SHALL BE UVR/PVC AS MANUFACTURED BY BROWNLINE PIPE COMPANY (OR EQUAL) PVC 1120, TYPE I, GRADE 1 NSF APPROVED, IN ACCORDANCE WITH ASTM D-2466, SCHEDULE 40 SOCKET TYPE WITH THE DIMENSION CONFORMING TO AND INTENDED FOR USE WITH I.P.S. OUTSIDE DIAMETER SCHEDULE 40 PIPE.
D. ALL RISER NIPPLES SHALL BE UVR-PVC SCHEDULE 80, PVC 1120, TYPE I, GRADE I, NSF APPROVED AS MANUFACTURED BY BROWNLINE PIPE COMPANY (OR EQUAL) IN ACCORDANCE WITH ASTM D-1785. MATERIAL SHALL MEET ASTM D-1784 CELL CLASS 12454B. THE NIPPLES SHALL BE 1/2" OR 3/4" I.P.S. DIMENSION WITH LENGTH AS SPECIFIED ON PLANS.
3. BRASS PIPE AND FITTINGS:
BRASS PIPE SHALL BE I.P.S. STANDARD WEIGHT, I.P.S., REGULAR, 85% RED BRASS CONFORMING TO ASTM B43.
FITTINGS SHALL BE WITH STANDARD 125 POUND CAST BRONZE THREADED FITTINGS.
4. COPPER PIPE:
COPPER PIPE SHALL BE SEAMLESS, TYPE K, HARD DRAWN TUBING.
C. IDENTIFICATION TAPE:
1. MARKER TAPE FOR SLEEVES SHALL BE METALLIC BACKED LOCATING TAPE MARKED "IRRIGATION" IN TWO INCH CAPITAL LETTERS EVERY THREE FEET ALONG THE TAPE.
2. MARKER TAPE FOR DIRECT BURIAL WIRES SHALL BE RED COLORED "ALLEN MARKING TAPE" OR APPROVED EQUAL. TAPE SHALL BE 3 " WIDE.
D. SLEEVING:
1. PIPE SLEEVES SHALL BE PVC SCH 40 MINIMUM.
E. VALVES:
1. REMOTE CONTROL VALVES AND PRESSURE REGULATING REMOTE CONTROL VALVES SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND.