San Clemente City Council
October 3, 2023

Date: 6/15/2023
Annual ProCoder Meter Quote
Adam Milauskas
6/1 /23-6/30/24
Net Thirty Days
Per Item Extended
$136.00 $0.00
$259.00 $0.00
$625.00 $0.00
$756.00 $0.00
$756.00 $0.00
$0.00

7.75% $0.00
$0.00
7 ~FERGUSON®

WATERWORKS
11909 Tech Center Ct.

Poway, CA 92064
Phone: 949.467.4758 l=<>v· A,;A qo1 <;Q<;A
Quotation # San Clemente, City of 06152023
Date: 6/15/2023
Prices quoted are for this project only and do not include sales or use taxes, if any. Quoted prices are based upon receipt of the total quantity for immediate shipment or shipments within thirty (30) days of a bid opening only, and are offered contingent upon the Buyer's acceptance of Seller's terms and conditions. Seller objects to all terms and conditions. Future shipments subject to price changes. Seller not responsible for delays caused beyond our control. Purchaser's sole warranties, if any, are those provided by the manufacturer. SELLER DISCLAIMS ALL EXPRESS OR IMPLIED WARRANTIES, INCLUDING ALL IMPLIED WARRANTIES OF MERCHANT ABILITY OR FITNESS OR FITNESS FOR A PARTICULAR PURPOSE. IN NO EVENT WILL

SELLER BE LIABLE FOR ANY INCIDENTAL, PUNITIVE, SPECIAL OR CONSEQUENTIAL DAMAGES ARISING DIRECTLY OR INDIRECTLY FROM THE OPERATION OR USE OF THE PRODUCT. SELLER'S LIABILITY, IF ANY, SHALL BE LIMITED TO THE NET SALES PRICE RECEIVED BY SELLER. All returns are subject to Ferguson and/or Manufacutures return policy and maybe subject to a restocking fee. Complete terms and conditions are available upon request o r can be view at www.ferguson.com/sales-terms.html

8 Attachment 3
MetronFarnier
Smart Water Meters 8. Systems
Company Address 5665 Airport Blvd Quote Number 00007312 Boulder, Colorado 80301 Created Date 6/14/2023
United States
Expiration Date 7/14/2023
Prepared By Dustin Rivas
Phone (303) 453-9706
Email [email protected]
Bill To Name San Clemente Ship To Name San Clemente
Bill To United States Ship To United States
Quote To United States Additional To United States
Quantity Product Line Item Description Sales Price Total Price

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00

1.00 1.00
Programming
Description
Altair 5/8x3/4 7 .5" LL Altair20
Spectrum 30DL 3/4" 9" LL 3/4" S30 Measurer 9" LL
Spectrum 50DL 1" 10.75" LL S50 1" Top Load Brass Measurer Spectrum 88DL 1.5" 13" LL Spectrum 88 1.5" Measurer 13" LL Spectrum 130D 2" 10" LL S130 2" Top Load Measurer
Spectrum 175D 3" 12" LL S175 3" Top Load
Spectrum 500D 3" S500 3" Top Load Measurer
Spectrum 500D 4" S500 4" Top Load Measurer
Spectrum 1000D 4" S1000 4" Top Load Measurer
Spectrum 1000D 6" S1000 6" Top Load Measurer
Enduro 2800D 6" Top Load Endure 6" Meter
Endure 2800D 8" Top Load Endure 8" Meter
-None-
- All priced w/ innov8 Register
- This price list is good for fiscal year July 1, 2023 - June 30, 2024 Subtotal
Total Price
Grand Total
$27,060.00
$27,060.00
$27,060.00
$190.00
$190.00
$325.00
$575.00
$950.00
$1,675.00
$2,095.00
$2,595.00
$3,095.00
$3,975.00
$5,500.00
$5,895.00
$190.00
$190.00
$325.00
$575.00
$950.00
$1,675.00
$2,095.00
$2,595.00
$3,095.00
$3,975.00
$5,500.00
$5,895.00
9 Attachment 4

POLICY AND PROCEDURE
Subject: Purchasing Policies &
Procedures for Supplies,
Materials and Equipment
Effective Date: Nov. 1, 2004
Supersedes: 06/17 /98

1.0 PURPOSE:

Index: Financial Services
Number: 201-2-1
Prepared By: Finance & Administrative
Services Aepartment •
ApprovedBy:~I~
Purchasing policies and procedures are established to provide a common understanding of the methods for securing the materials, equipment and services needed for all City functions; to ensure that all requests are in accordance with the Purchasing Ordinance as well as other legal requirements; and to provide a system to track that materials or services have been ordered, received, approved for payment and above all, to ensure that City purchasing is conducted in a business-like and ethical manner.

2.0 ORGANIZATIONS AFFECTED:

All departments/divisions.

3.0 REFERENCES:

San Clemente Municipal Code, Title 3 Revenue and Finance, Chapter 3.40 Purchasing.

Ordinance No.

Resolution No. 90-135
Public Contract Code, sections 22034 and 22037.

4.0 POLICY:

4.1 The Purchasing Cycle:

4.1.1 Purchasing Limits - The following limits are provided as guidelines for the method of procurement.

4.1.1.1 No Quotes required for purchases under $500.

4.1 .1.2 Purchases from $501 - $5,000 require informal quotes as documented in Section 6.5

4.1 .1.3 Purchases over $5,001 require formal quotes as documented in Section 6.6.

10 4.1.2 Requisition - Informs Purchasing of purchase requirements and allows for department/division approval. Requisitions are only required for consultant services, professional services, capital outlay and capital projects.

4.1.3 Methods of Procurement - The method chosen will be determined by the dollar amount of the purchase and the time available to make the purchase, and is implemented after establishing the most suitable source of supply. Methods available are:

4.1.3.1 Petty Cash - See Finance Policy 201-3.

4.1.3.2 Blanket Purchase Order~ Purchases of small dollar items up to $500 or specified limits in special cases.

4.1 .3.3 Contract Purchase Order-Amount established by a specified contract. 4 .1.3 .4 Verbal Purchase Order - All verbal Purchase Orders require prior approval from Purchasing.

4.1.3 .5 Purchase Order - A written contract for equipment, materials, supplies or services for an approved amount.

4.1.4 Receiving and Acceptance - Final verification as to quantity, quality and delivery of the order will determine if payment should be made and, if not, what follow up action is necessary.

4.1.5 Follow Up and Expediting - Ensures the timely and satisfactory completion of the procurement process.

4.1 .6 Invoice - A notice to the City for settling financial obligations incurred. Invoices will not be paid unless the Purchasing cycle has been completed.

4.1 . 7 Payment - Payment is made after receipt of an invoice that is properly matched with an authorized notice of receipt and acceptance of materials or services.

4.2 Authorization of Purchases -Each requisition must be authorized by a department director, division manager or designee. Purchasing will maintain the list of authorized signatures and update it on an annual basis each January. The list will be kept on file in Purchasing. It is the division manager and department director's responsibility to notify Purchasing of any changes or temporary assignment of authorization.

4.2.1 The division manager or designee is authorized to approve requisitions for contractual services, professional services, capital outlay and capital projects identified in the budget or approved by City Council after the budget is adopted.

4.3 Change Order - Changes of any kind which affect the contractual agreement established by a purchase order or a contract will be made only in writing on a requisition form approved at the appropriate authorization level. Any change which affects design, specifications, quantity, delivery schedule, price, payment of invoice, transportation, and similar contractual considerations may be negotiated by Purchasing, but must have proper

11 authorization and approval prior to commitment or performance. A request for a change order to a supplier must be supported by the submittal of an authorized purchase requisition form. Where a firm contract is in effect to produce a given item or service at a given price, both the City and the vendor are expected to comply. Price and delivery charges should not be used as a means of recovering losses or increasing profits to the vendor.

4.4 Informal Process - Competitive bids are not usually required for procurement expected to be less than $5,000. Competitive bids should be sought is there is a reasonable possibility of obtaining better prices commensurate with the time and effort expended.

4.5 Formal Bidding- Formal bid procedures, as detailed in Section 6.4 shall be followed for all public purchases required by State and Federal laws and may also be followed when Purchasing determines that formal bid procedures might best serve the public interest.

4.6 Exemptions from Informal and Formal Bidding Process- Exemptions from the bidding process must be approved by Purchasing or as defined in the San Clemente Municipal Code Chapter 3.40 and the Purchasing Policies & Procedures for Emergency Purchases.

5.0 DEFINITIONS:

5.1 Purchasing Cycle -The process used to purchase materials, supplies and equipment as described in this procedure.
5 .2 Petty Cash - Items under $ I 00, purchased by an employee and reimbursed in accordance with the Finance Policies and Procedures.

5.3 Blanket Purchase Order-Open Purchase Orders established by Purchasing with local suppliers and invoiced on the City's account for items of immediate need and which are under $500.

5.4 Contract Purchase Order-An agreement made by Purchasing whereby the terms, conditions, pricing and special provisions are agreed to and applied within a preestablished time period.

5.5 Verbal Purchase Order -A Purchase Order given by Purchasing for items needed of an immediate nature. Proper purchasing procedures must still be followed in accordance with the Purchasing Policies and Procedures.

5.6 Purchase Order- A written contract for supplies, materials, equipment or services for an approved amount.

5. 7 Change Order - Changes made to any agreement, verbal or written, which will affect the agreement established by the supplier and requesting department.

5.8 Informal Bids -Competitive bids, either verbal or written, to obtain supplies, materials, equipment and services under $5,000.

12 '· ' •

5.9 Formal Bids - Written bids or proposals solicited within a specified time period in accordance with the Purchasing Policies and Procedures.

5. 10 Bidder's Security- A monetary guarantee in a form and amount approved by the City that secures the bidders intent to execute a contract with the City.

5.11 Performance Bond - A guarantee by a third party in form and amount approved by the City that secures the bidders intent to execute a contract with the City.

6.0 PROCEDURE:

6.1 Purchasing Documentation - Every purchase will be documented with records and written statements of the kind and in the detail necessary to show that consideration was given to the factors pertinent to good buying. These include such items as authorization, quality, service, and price. The basis for the selection of the source for the final award must be clearly documented. All documents will be kept for a period of three years before destruction.

6.1. l Purchase Requisition - The purchase requisition form is available from the City's Financial System. This requisition must be completed, authorized by the appropriate source and forwarded to Purchasing. Purchasing has the authority to revise requisitions and estimates as to quantity, quality or estimated cost. However, any revision shall be in accordance with the standards and specifications established and will have the requisitioning department's or division's approval before the order is placed with a vendor.

Suggested Source - Enter the name, address and phone number of the recommended source. The requestor is responsible for selecting the appropriate source of supply.

Ship To - Insert a specific location where delivery is to be made, including the name of the responsible individual receiving the goods or services.

Account Number - Enter the account number.

Date Needed - Enter a realistic and definite calendar date by which delivery of goods or services is needed. Substitutes, such as "RUSH" or "ASAP" are not specific and do not allow for adequate planning.

Quantity - Insert quantity desired.

Unit of Measure - Insert the unit of measure, such as each, dozen, feet, etc.

Page4
13 Description - A clear presentation of the item desired, including size, color, type, grade, etc. In the case of formal or detailed specifications, use a separate sheet and indicate an attachment.

Requested By - Name of individual initiating the requirement, date requested and telephone extension.

Approved By - Electronic approval of person authorized to approve the budgeted expenditure.

Special Authorization - To be used under certain conditions such as for City Manager approval or date of City Council approval.

Purchase Order Number - To be filled in by Purchasing, unless a "confirming" or "verbal" P.O. number has already been assigned to the requisitioner by Purchasing, in which case the requisitioner should include this number.

F.O.B. (Free on Board) Point - To be determined by Purchasing. If there are to be delivery charges, F.O.B. may be the point from which material is shipped, and the purchase order shall read "Prepay and Add Delivery Charges". If no delivery charge, F.O.B. shall be "Destination" (San Clemente). Also, with F.O.B. "Destination" the legal title to the material does not pass from the seller to the City until the carrier delivers the material at the City's destination address.

Unit Price - Must be filled in by the requisitioner.

Amount - This is used to inform Purchasing of the actual cost, budgeted amount or estimated amount. Indicate whether the amount is "Actual" "Budgeted" or "Estimate". It will be the Division Manager's responsibility to take items exceeding the approved budgeted amount back to City Council for additional appropriation and approval.

6.2 Methods of Procurement

6.2.1 Written Purchase Order - Standard written purchase order form with a copy mailed to the contractor and copies distributed internally.

Used for all procurement when any of the following conditions apply:

6.2.1.1 6.2.1.2

6.2.1.3 6.2.1.4

6.2.1 .5

6.2.1.6 The amount is in excess of $5,000 (including tax and delivery) unless the purchase order is not required by the vendor.

Incremental deliveries are scheduled.

Delivery of performance cannot be completed within thirty days.

Special terms and conditions are necessary.

The required goods or services require detailed description.

The required go.ods or services are of a capital outlay nature.

14 6.2.1.7

6.2.1.8 6.2.1.9
The supplier requires a written order.

The service required is for professional services, contractual services, capital outlay or capital improvement projects.

In Purchasing's judgment, it is necessary.

6.2.2 Verbal Purchase Order - May be used for commitments meeting all the following criteria.

6.2.2.1 6.2.2.2

6.2.2.3 6.2.2.4
The dollar value, including tax, is less than $5,000.

All items are to be delivered at one time to one destination point.

Order will be completed within fifteen days.

Special terms, conditions and detailed descriptions are not necessary.

A verbal order is processed in the same manner as a written order, except:

6.2.2.5 A purchase order is not typed or mailed to the supplier.

6.2.2.6 All information is entered on the purchase requisition which receives internal distribution in lieu of purchase order copies.

6.2.2.7 The ordering department processes a purchase requisition after the order is received and attaches any invoices or shipping documents received. The purchase requisition is forwarded to Purchasing. Purchasing verifies that the verbal purchase order criteria has been satisfied. The division will then process a request for payment.

The use of the verbal order enables goods to be ordered on one day and received and released the following day without compromising accountability. Since typing is not required, the paperwork is completed at the time the order is place and distributed immediately thereafter.

Since the type of items processed under the verbal order are often shipped before the supplier would have received a written order, it has few disadvantages when used properly. Any dispute arising after the transaction is usually of a minor nature and readily resolved by the supplier, requisitioner and Purchasing.

Competitive bids are not required for procurement expected to be less than $5000. However, competitive bids shall be solicited, if good judgment indicates a reasonable chance of obtaining better prices commensurate with the time and effort expended.

6.2.3 Contract Purchase Order -A "Contract Purchase Order" is an agreement whereby the terms and conditions, pricing, and special provisions are agreed to and apply to individual commitments within a pre-established time period.

Under a "Contract Purchase Order" the items to be procured are identifiable within the orders, but the quantities of each are unknown. Therefore, in consideration of firm prices being agreed to for the life of the agreement or subject to escalation by a

15 predetermined formula, most Contract Purchase Orders are either an "exclusive requirements" or "minimum requirements" type.

6.2.3.1 Exclusive Requirements: No guarantee is made as to the quantity to be purchased, but it is agreed any and all requirements will be purchased only under that order and from no other source.

6.2.3.2 Minimum Requirements: No exclusiveness is provided, but Purchasing guarantees to purchase a minimum quantity during the life of the contract.

6.2.4 Change Orders Not Exceeding 5% of the purchase order total up to a maximum of $50 - Verbal approval may be given to a vendor for changes to a purchase order not exceeding 5% of the original purchase order total up to a maximum of $50. However, this approval must be given by Purchasing in order to be binding against the City.

The affected department shall advise Purchasing of the desired change after which the division designee shall negotiate with the vendor. Purchasing will then make the necessary notations on the file copies of the purchase order and furnish proper notification to Accounts Payable.

Change Orders Exceeding $500 - A written request for a change order will be forwarded to Purchasing for changes to an original purchase order if:

6.2.4.1 The actual cost of the change proves to exceed the original purchase order amount by $500; or

6.2.4.2 The material or service changes cannot be clearly conveyed over the telephone to the vendor; or

6.2.4.3 Any change is required which will materially affect the transaction; or

6.2.4.4 The vendor requires written confirmation.

All General Change Orders

6.2.4.5 All other change orders to purchase orders of a general nature, i.e., materials, services, etc., having a value between $500 and $10,000 shall be submitted to Purchasing on a purchase requisition form.

6.2.4.6 Appropriate departmental approval is required.

6.2.4.7 The department shall state the reason for the change.

6.2.4.8 Purchasing shall then issue a Change Order Purchase Order, which shall be distributed and processed in the same manner as a regular purchase order.

6.2.4.9 If the change order exceeds the project contingency amount, City Council approval will be required.

6.3 Substitutions - No substitution on a purchase order shall be requested or accepted by City personnel without approval of Purchasing. If it becomes necessary to substitute, verbal approval may be obtained from Purchasing. Other necessary substitutions will require a written Change Order.

Page7
16 6.4 Cancellation of Purchase Order or Portion Thereof - When part of an issued purchase order must be canceled, the receiving copy of the purchase order should be forwarded to Purchasing with information as to what should be canceled. If it is a total cancellation, the requesting department should forward both the receiving copy and the department copy both marked "CANCEL" to Purchasing with an appropriate reason for such cancellation.

Purchasing shall then furnish proper notification to Accounts Payable.

6.5 Informal Bid Procedure - Informal bids will be made solicited by the division designee or Purchasing using the following methods:

6.5.1 Reasonable effort shall be made to obtain three or more competitive bids.

6.5.2 Bids may be solicited by written or oral means.

6.5.3 City staff conducting the informal bid process must inform suppliers that they are to offer a "last and final offer". No negotiation or price matching can be conducted with any of the suppliers.

6.5.4 All recommended purchases made under the Informal Bid Procedure are subject to review and approval of Purchasing prior to award.

6.5.5 Purchasing retains the authority for source selection on all procurement and is authorized to make awards to the lowest responsible bidder.

6.5.6 All contracts made and/or bids received are open to public inspection for a period of one (I) year after the award.

6.6 Formal Bid Process - Purchasing shall evaluate the departmental requests for equipment, services, materials, and supplies. The following criteria shall be considered before using the Formal Bid procedure.

6.6.1 Dollar value over $5,000

6.6.2 Availability of clear specifications

6.6.3 Adequacy of number of sellers in the marketplace

6.6.4 Market conditions which would ensure adequate participation in the bidding process.

6.6.5 Availability is sufficient to use the Formal Bid Procedure.

If the above criteria warrant the use of the formal bid procedure, all analytical planning to determine specifications shall be completed by the requesting department and Purchasing before competitive bids are sought.

6.7 Bid Notice - Notices inviting bids shall include a general description of the supplies, equipment or contractual services to be procured, and shall state:

6.7.1 Where bid forms and specifications may be secured.

6.7.2 Time, date and place for the submission and opening of bids.

6.7.3 Whether a performance bond is required, and if so, the amount and form of bidder's security.

6.7.4 At its discretion, the City reserves the right to reject any and all bids or waive any informality presented.

17 6.8 Published Notice - "Notice inviting Bids or Proposals" shall be published by the Requesting Department in the local newspaper at least ten days before date of bid opening.

6.9 Bidder's Security - When bidder's secmity is required, it will be announced in the public notices inviting bids and the amount shall be determined at time of preparation.

6.9.1 Bidder's security shall be in the form of:

6.9.1.1 Certified or cashier's check made payable to the City of San Clemente. The City Clerk will hold the check W1til the formal award of the bid. Checks will be retmned by the City Clerk to the unsuccessful bidder's by certified mail, return receipt requested. Release of the check before the formal award of the bid will constitute a withdrawal of the bid by the supplier.

6.9.1.2 Bidder's bond in a form and amount acceptable to the City made payable to the City of San Clemente. A bid shall not be considered unless one of the forms of security mentioned accompanies the bid when required.

6.9.2 Bidders shall be entitle to return of bid security with the following EXCEPTION:

6. 9 .2.1 A successful bidder shall forfeit his bid security upon refusal or failure to execute the contract within ten ( 10) days after the notice of award of contract has been mailed.

6.9.3 The City may, upon refusal or failure of the successful bidder to execute the contract, award contract to the next lowest bidder. In this case, the amount of the lowest bidder's security shall be applied to the difference between the low bid and next successful bidder, including any cost incurred by the City, any remainder shall be refunded.

6.10 Performance Bonds - The City Council, City Manager or Assistant City Manager shall each have authority to waive or require a performance bond before issuing a Notice Inviting Bids. The amount shall be set at a level deemed necessary to protect the best interest of the City.

6.11 Sealed Bids

6.11.1 Sealed bids shall be submitted to the City Clerk and shall be identified as bids on the envelope and in accordance with the Request for Proposal.

6.11.2 Bids shall be opened in a public at the time and place stated in the public notice.

6.11.3 The City Clerk, or his/her designee, are required to be present at the opening. The City Clerk shall record all bids received.

6.11.4 All bids received shall be available for inspection during regular business hours in the office of the City Clerk for a period of 31 days after the bid opening date.

6.12 Rejection of Bids - The City reserves the right to reject any and all bids, to accept or reject any one or more items of a bid, or to waive any irregularities or informalities in the bids or the bidding process.

Page9
18 6.13 Late Bids - Any bid received after the time specified in notice shall be returned unopened per Section 53068 of the Government Code.

6.14 Tie Bids

6. 14. l If tie low bids are received, quality and service being equal, the contract shall be awarded to a local bidder.

6.14.2 If the above condition (1) is not applicable, the City may, at its discretion reject any and all bids presented and re-advertise.

6.14.3 If the public interest will not permit the delay of re-advertising for bids, the City may accept either one or accept the lowest bid made by negotiation with the tie bidders.

6.14.4 Award the bid to any one of the low tie bidders by public drawing.

6.15 Determining Lowest Responsible Bidder - All valid responsible bids shall be considered in determining the lowest bid. Purchasing and the requesting division will take into consideration:

6.15.1 Price

6.15.2 Terms and conditions

6.15.3 Conformity to the specifications

6.15.4 Delivery
If the lowest bidder has not contracted with the City before, Purchasing may require proof of responsibility.

6.16 Award of Bids - Award of bid shall be to the lowest responsible bidder, except as otherwise provided herein.

Purchasing has the authority to award contracts for commodities defined in this formal bid process and which have approved in the current fiscal year's operating budget.

Prices, fitness, quality, delivery and service being equal, a 3% preference will be given to the Local Bidders as provided by law.

When the bid amount exceeds the budgeted amount, Purchasing shall make a recommendation of award to the Assistant City Manger for approval. The Assistant City Manager may approve the award or, at his discretion, refer the item to the City Manager or City Council for action.

6.17 Exemptions from Informal and Formal Bidding Process -Procurement may be exempt from the bidding process (lnformal/Fonnal) under the following conditions:

6.17.1 Bona fide "Emergency" as defined in the San Clemente Municipal Code Section

3.40.070 and the Purchasing Policy/Procedure entitled "Emergency Purchases" (Section No. 5.1)

19 6.17.2 Clearly established "Sole Source" suppliers, i.e., a single supplier who is the sole distributor or manufacturer of a product or service such that there is not acceptable substitute within a specific geographical area, i.e., Southern California or California. This exclusiveness must be verified in writing by the manufacturer, with confirmation on file with Purchasing.

6.17.3 When participating in an established governmental "Cooperative Purchasing Agreement". The purchase must be from a supplier who has been awarded a specific item or items in a contract resulting form a formal competitive bid process by another governmental agency within the State of California or by the Federal Government within a period of 365 days ( one year).

6.17.4 When purchasing from or selling to any other governmental agency when such action is beneficial to the interests of the City of San Clemente.

20 □
Attachment 5
Notice of Exemption Appendix E
To: Office of Planning and Research
P.O. Box 3044, Room 113
Sacramento, CA 95812-3044
County Clerk
County of: _o_ra_n_ge _____ _
P.O. Box238
Santa Ana, CA 92702
From: (Public Agency): City of San Clemente
380 Avenida Pico, Bldg N
San Clemente, CA 92672
(Address)
Project Title: Purchase of Water Meters for Fiscal Year 2023-24 Project Applicant: City of San Clemente Public Works Department Project Location - Specific:

Various locations within the City of San Clemente's water distribution system Project Location - City: San Clemente Project Location - County: _O_r_a_n_ge ______ _ Description of Nature, Purpose and Beneficiaries of Project:

The City s water service area contains approximately 17,600 water meters ranging in size from one to six inches. Utilities staff periodically replaces old or damaged meters as needed, and meters are also installed for new water services.

Name of Public Agency Approving Project: _C_i_ty_o_f_S_a_n_C_le_m_e_n_t_e ____________ __ _ Name of Person or Agency Carrying Out Project: _C_it_y_o_f_S_a_n_C_le_m_e_n_t_e ________ ___ _ Exempt Status: (check one):
□ Ministerial (Sec. 21080(b)(1 ); 15268);
□ Declared Emergency (Sec. 21080(b)(3); 15269(a));
D Emergency Project (Sec. 21080(b)(4); 15269(b)(c));
~ Categorical Exemption. State type and section number: Section 15301 , Class 1 Existing Facilities □ Statutory Exemptions. State code number: _________________ __ _ Reasons why project is exempt:

Class 1 consists of the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of existing or former use.

Lead Agency Contact Person: David Rebensdorf, Public Works Director Area Codeff elephone/Extension: (949) 361-6130 If filed by applicant:

1. Attach certified document of exemption finding.

2. Has a Notice of Exemption been filed by the public agency approving the project? • Yes No Signature: _________ ___ Date: _____ _ Title:
• Signed by Lead Agency Signed by Applicant
Authority cited: Sections 21083 and 21110, Public Resources Code.

Reference: Sections 21108, 21152, and 21152.1, Public Resources Code.

Date Received for filing at OPR: _ ___ _
Revi sed 20 I I
21 910 Calle Negocio
2nd Floor
San Clemente, California
www.san-clemente.org

AGENDA REPORT

CITY OF SAN CLEMENTE

CITY COUNCIL MEETING

CITY OF SAN CLEMENTE
Meeting Date: October 3, 2023 Agenda Item: 7H
Department: Public Works
Prepared By: Zak Ponsen, Assistant City Engineer
Subject:

CONSIDERATION OF A RESOLUTION AUTHORIZING ENTRY FOR CONSTRUCTION – SAN

CLEMENTE SHORELINE COASTAL STORM DAMAGE REDUCTION PROJECT Fiscal Impact:

None.

Summary:

As part of the upcoming San Clemente Shoreline Coastal Storm Damage Reduction Project, the City is required to formally grant authorization to the Department of the Army for entry onto City properties to complete the work. Before Council is a Resolution (Attachment 1) that duly authorizes the City Manager and/or Public Works Director/City Engineer to execute the Authorization for Entry for Construction (Attachment 2), as well as authorization for the execution of any such other documents necessary and proper to carry out the project.

Background:

The Council-approved San Clemente Shoreline Coastal Storm Damage Reduction Project is nearing construction and staff has been working with the Department of the Army, United States Army Corps of Engineers (USACE), to finalize permits necessary to begin construction. The Authorization for Entry for Construction will allow the USACE and its contractors to legally enter, work and stage on City properties and is required for construction to commence. The attached Resolution will allow staff to execute this agreement and any other remaining documents necessary to accomplish the project.

Council Options:
 Adopt Resolution 23-107 authorizing the City Manager and/or Public Works Director/City Engineer to execute the Authorization for Entry for Construction as well as to take such other and further actions and execute such other documents as are necessary and proper to accomplish the project.
 Modify and adopt Resolution 23-107.
 Continue the Item and direct staff to provide additional information.  Deny Resolution 23-107, which would prohibit the project from moving forward. 1 Meeting Date: October 3, 2023 Agenda Item: 7H

CITY OF SAN CLEMENTE
Environmental Review/Analysis:

The CEQA documents for the San Clemente Shoreline Coastal Storm Damage Reduction Project were certified and approved by the City Council on July 18, 2023.

Recommended Actions:

Staff Recommendation
STAFF RECOMMENDS the City Council adopt Resolution No. 23-107 entitled A RESOLUTION

OF THE CITY COUNCIL OF THE CITY OF SAN CLEMENTE, CALIFORNIA, AUTHORIZING

THE CITY MANAGER AND/OR PUBLIC WORKS DIRECTOR/CITY ENGINEER TO EXECUTE

THE AUTHORIZATION FOR ENTRY FOR CONSTRUCTION AND OTHER SUCH

DOCUMENTS AS ARE NECESSARY AND PROPER TO CONSTRUCT THE SAN CLEMENTE SHORELINE COASTAL STORM DAMAGE REDUCTION PROJECT.
..end
Attachment:

1. Resolution 23-107

2. Authorization for Entry for Construction
Notification:

None.
2 Attachment 1
RESOLUTION NO. 23-107

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SAN CLEMENTE, CALIFORNIA, AUTHORIZING THE CITY

MANAGER AND/OR PUBLIC WORKS DIRECTOR/CITY

ENGINEER TO EXECUTE THE AUTHORIZATION FOR

ENTRY FOR CONSTRUCTION AND OTHER SUCH

DOCUMENTS AS ARE NECESSARY AND PROPER TO

CONSTRUCT THE SAN CLEMENTE SHORELINE COASTAL

STORM DAMAGE REDUCTION PROJECT
WHEREAS, the mission of the California Division of Boating and Waterways’ Public Beach Restoration Program is to preserve and protect the California coastline by restoring and maintaining natural and recreational resources and minimizing damages by natural or man-made induced beach erosion; and
WHEREAS, the City of San Clemente has suffered severe beach sand loss in recent years, which has resulted in the loss of recreational beach, damages to or destruction of beachfront facilities and increased risk to beach patrons due to the exposure of underlying hard structures; and
WHEREAS, the U.S. Army Corps of Engineers (USACOE) completed a Feasibility Study and received congressional authorization for a sand replenishment project on a portion of the City’s beach, which the City Council approved; and WHEREAS, the environmental documents for the project were certified and approved by City Council on ____________, 2023; and
WHEREAS, the San Clemente Shoreline Coastal Storm Damage Reduction Project requires the City to formally grant authorization to the Department of Army for entry onto City properties to complete the work for the project.

NOW, THEREFORE, the City Council of the City of San Clemente does hereby resolve as follows:

Section 1. That the City Manager and/or Public Works Director/City Engineer are authorized and directed to execute the Authorization for Entry for Construction in a form substantially similar to that presented to the City Council on October 3, 2023.

Section 2. That the City Manager is further authorized and directed to take such other and further actions and execute such other documents as are necessary and proper to accomplish the San Clemente Shoreline Coastal Storm Damage Reduction Project.

Section 3. That the City Clerk shall certify to the passage and adoption of this resolution and enter it into the book of original resolutions. 3 Resolution No. 23-107 Page 2
PASSED AND ADOPTED this ______ day of October, 2023.

ATTEST:
___________________________ __________________________
City Clerk of the City of Mayor of the City of San
San Clemente, California Clemente, California

STATE OF CALIFORNIA )
COUNTY OF ORANGE ) §

CITY OF SAN CLEMENTE )
I, LAURA CAMPAGNOLO, City Clerk of the City of San Clemente, California, do hereby certify that Resolution No. 23-107 was adopted at a regular meeting of the City Council of the City of San Clemente held on the _______ day of October, 2023, by the following vote:

AYES:

NOES:

ABSENT:

IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of San Clemente, California, this _____ day of October, 2023. __________________________
CITY CLERK of the City of
San Clemente, California
Approved as to form:
_________________________
Elizabeth A. Mitchell, City Attorney
4 City of San Clemente
City Managers Office
Andy Hall, City Manager
Phone: (949) 361-8341
[email protected]
October 2023

AUTHORIZATION FOR ENTRY FOR CONSTRUCTION
I, Andy Hall, City Manager for the City of San Clemente, do hereby certify that the City of San Clemente has acquired the real property interests required by the Department of the Army and otherwise is vested with sufficient title and interest in lands to support the San Clemente Shoreline Coastal Storm Damage Reduction Project. Further, I hereby authorize the Department of the Army, its agents, employees and contractors, to enter upon Parcel Nos. 692-331-01, 692-321-03, 692-321-02, 058-240-15, 058-240-14, 058-240-13, 058-240-12, and 058-240-11 for staging of equipment and to place/spread beach quality sand to replenish the City beach for the San Clemente Shoreline Coastal Storm Damage Reduction Project as set forth in the plans and specifications held in the U.S. Army Corps of Engineers' Los Angeles District, Los Angeles, California.

Witness my signature as City Manager for the City of San Clemente this ______ day of October 2023.

By: _____________________________________
Andy Hall
City Manager

ATTORNEY'S CERTIFICATE OF AUTHORITY
I, Elizabeth A. Mitchell, City Attorney for the City of San Clemente, certify that the City of San Clemente has authority to grant the above Authorization for Entry; that said Authorization for Entry is executed by the proper duly authorized officer; and that the Authorization for Entry is in sufficient form to grant the authorization therein stated.

Witness my signature as City Attorney for the City of San Clemente this______ day of October 2023.

By: _____________________________________
Elizabeth A. Mitchell
City Attorney
City Managers Office, 910 Calle Negocio, San Clemente, CA 92673 ATTACHMENT 2
5 910 Calle Negocio
2nd Floor
San Clemente, California
www.san-clemente.org

AGENDA REPORT

CITY OF SAN CLEMENTE

CITY COUNCIL MEETING

CITY OF SAN CLEMENTE
Meeting Date: October 3, 2023 Agenda Item: 7I
Department: Public Works
Prepared By: Amir K. Ilkhanipour, Principal Civil Engineer Subject:

CONSIDERATION OF A RESOLUTION AWARDING A CONSTRUCTION CONTRACT TO GCI CONSTRUCTION, INC. FOR THE CORONADO LANE/ AVENIDA VICTORIA STORM DRAIN IMPROVEMENTS, CIP PROJECT NO. 26001; AUTHORIZING THE CITY MANAGER TO EXECUTE THE CONTRACT IN THE AMOUNT OF $95,800; AND APPROVING A

SUPPLEMENTAL APPROPRIATION
Fiscal Impact:

Yes. The estimated construction cost of $137,000 is funded from the Storm Drain Fund Depreciation Reserve / Storm Drain Rehabilitation, Account No. 059-553-43420-000-26001. The current account balance is $34,240, which needs to remain for other unforeseen storm drain repairs throughout the City for the rest of this fiscal year. Therefore, a supplemental appropriation in the full amount of $137,000 from the Storm Drain Fund Depreciation Reserve is requested into the above project account.

Summary:

This storm drain rehabilitation minimizes and enhances public safety in the Pier Bowl area by replacing a nuisance water diversion system that is no longer functioning.

Before the Council is the approval of a construction contract (Attachment 2) with local contractor GCI Construction, Inc. in an amount of $95,800 and approval of a 19% project contingency of $18,200, for the Coronado Storm Drain Improvements, from the Storm Drain Fund, Account No. 059-553-43420-000-26001.

Background:

The existing nuisance water diversion storm drain system (i.e., small catch basin and connecting pipe) at the intersection of Coronado Lane and Avenida Victoria in the Pier Bowl area is no longer functional and is need of replacement. Initially, staff anticipated minimal maintenance work and repair to rehabilitate this storm drain; however, upon further evaluation and research, a full replacement is needed due to calcification of the pipeline. Due to this deficiency, low flows and nuisance water flow over a cross gutter within a high-volume pedestrian traffic area (i.e., crossing Coronado Lane), creating a potential public nuisance.

Staff prepared a bid package for the Coronado Lane/Avenida Victoria Storm Drain Improvements and advertised it for competitive bidding on the PlanetBids website. Bids were received on September 12, 2023, ranging from $95,800 to $98,300, as shown on the Bidders’ Listing (Attachment 3). The lowest responsive and responsible bidder was GCI Construction, Inc., of San Clemente, with a bid of $95,800. Based on the low bid, construction costs are estimated as follows:
1 Meeting Date: October 3, 2023 Agenda Item: 7I

CITY OF SAN CLEMENTE
Construction Management, Inspection
and materials testing $ 23,000
Construction Contract 95,800
Contingency (19%) 18,200
Total Estimated Construction Cost: $137,000
As required by the City policy and state law, the Contractor will be required to provide performance and payment bonds simultaneously with execution of the construction contract.

Project plans and specifications are on file in the City Clerk’s office.

Council Options:
 Adopt Resolution No. 23-108 (Attachment 4) approving a supplemental appropriation in the amount of $137,000 from the Storm Drain Fund Depreciation Reserve into Account No. 059- 553-43420-000-26001; awarding a construction contract for the Coronado Lane/Avenida Victoria Storm Drain Improvements to GCI Construction, Inc.; authorizing the City Manager to execute the construction contract in the amount not to exceed $95,800; and approving a 19% project contingency of $18,200.
 Modify and adopt Resolution No. 23-108.
 Continue the item and direct staff to provide additional information.

Environmental Review/Analysis:

This project was previously determine to be categorically exempt from the California Environmental Quality Act (CEQA) as it pertains to replacement of an existing storm drain system under Class 2 of the State CEQA Guidelines, Section 15302 – Replacement of Existing Facilities.

A notice of exemption was filed with the County of Orange Recorder’s Office on August 14, 2023 for this project (Attachment 5).

Recommended Actions:

Staff Recommendation
Staff recommends that the City Council adopt Resolution No. 23-108, which will:

1. Approve a supplemental appropriation in the amount of $137,000 from the Storm Drain Fund Depreciation Reserve into Account No. 059-553-43420-000-26001;

2. Award the Coronado Lane/Avenida Victoria Storm Drain Improvements, CIP Project No. 26001, construction contract to GCI Construction, Inc. as the lowest responsible and responsive bidder;

3. Authorize the City Manager to execute a construction contract with GCI Construction, Inc. in an amount of $95,800, in a form substantially similar to Contract No. C23-57; and

4. Approve a 19% project contingency of $18,200.
2 Meeting Date: October 3, 2023 Agenda Item: 7I

CITY OF SAN CLEMENTE
..end
Attachment:

1. Location Map

2. Construction Contract

3. Bidders’ Listing

4. Resolution No. 23-108

5. Notice of Exemption
Notification:

All bidders.
3 VISTA MARINA

ARENOSO LN LINDA LN
S. ALAMEDA LN CORONADO LN

CORTO LN
N. ALAMEDA

STA ANA LN

ELENA LN

PASEO DE CRISTOBAL

PASADENA CT

ESPLANADE

CORONA LN

ACEBO LN

AVE MADRID

CLE CONCHITA

PACIFIC OCEAN

MUNICIPAL PIER
A. T. & S. F. R. R.

PACIFIC OCEAN

AVE VICTORIA

SANTA AVE BAR

AVE DEL MAR
LN.

AVE CABRILLO

PACIFIC OCEAN

TRAFALGAR CA
BARA
AVE. VICTORIA
Coronado Lane/Avenida Victoria
Storm Drain Improvements
PN 26001
Attachment 1

NOT TO SCALE

PROJECT

LOCATION
4 i
910 Calle Negocio, Suite 100
San Clemente, CA 92673
Tel (949) 361-6100
Fax (949) 361-8316
SECTION 00500

CONTRACT
55452.01510\32905704.2
SECTION 00500

CONTRACT
SECTION 00500

CONTRACT
THIS CONTRACT is made this _____ day of _________, 2023, in the County of Orange, State of California, by and between the City of San Clemente hereinafter called City, and GCI Construction, Inc., hereinafter called Contractor. City and the Contractor for the considerations stated herein agree as follows:

ARTICLE 1. SCOPE OF WORK. The Contractor shall perform all Work within the time stipulated the contract and shall provide all labor, materials, equipment, tools, utility services, and transportation to complete all of the Work required in strict compliance with the Contract Documents as specified in Article 5 below for the following Project:

CORONADO LANE/AVENIDA VICTORIA STORM DRAIN IMPROVEMENTS, PROJECT NO. 26001
The Contractor and its surety shall be liable to City for any damages arising as a result of the Contractor’s failure to comply with this obligation.

ARTICLE 2. TIME FOR COMPLETION. The Work shall be commenced on the date stated in City’s Notice to Proceed. The Contractor shall complete all Work required by the Contract Documents within thirty (30) Working Days from the commencement date stated in the Notice to Proceed. By its signature hereunder, Contractor agrees the time for completion set forth above is adequate and reasonable to complete the Work.

ARTICLE 3. CONTRACT PRICE. City shall pay to the Contractor as full compensation for the performance of the Contract, subject to any additions or deductions as provided in the Contract Documents, and including all applicable taxes and costs, the sum of Ninety-Five Thousand, Eight Hundred Dollars ($95,800). Payment shall be made as set forth in the General Conditions.

At any time during the term of the Contract, City may, pursuant to the terms and provisions of the Contract Documents, request that the Contractor perform additional work. Contractor shall not perform, nor be compensated for, additional work without written authorization from the City pursuant to the terms and provisions of the Contract Documents.

ARTICLE 4. LIQUIDATED DAMAGES/EARLY COMPLETION INCENTIVE. In accordance with Government Code section 53069.85, it is agreed that the Contractor will pay City the sum of $1,000 for each and every calendar day of delay beyond the time prescribed in the Contract Documents for finishing the Work, as Liquidated Damages and not as a penalty or forfeiture. In the event that Liquidated Damages are not paid, the Contractor agrees City may deduct that amount from any money due or that may become due the Contractor under the Contract. This Article does not exclude recovery of other damages specified in the Contract Documents.

ARTICLE 5. COMPONENT PARTS OF THE CONTRACT. The “Contract Documents” include the following:

Notice Inviting Bids
Instructions to Bidders
Bid Form
$WWDFKPHQW
5 SECTION 00500

CONTRACT
55452.01510\32905704.2
SECTION 00500

CONTRACT
Contractor’s Certificate Regarding Workers’ Compensation Bid Bond
Non-Collusion Declaration Form
Information Required of Bidders
Designation of Subcontractors
Iran Contracting Act Certification
Public Works Contractor Registration Certification
Contract
Performance Bond
Payment Bond
General Conditions
Special Conditions
Technical Specifications
Plans and Drawings
Addenda
Approved and fully executed change orders
Any other documents contained in or incorporated into the Contract The Contactor shall complete the Work in strict accordance with all of the Contract Documents.

All of the Contract Documents are intended to be complementary. Work required by one of the Contract Documents and not by others shall be done as if required by all. This Contract shall supersede any prior agreement of the parties.

ARTICLE 6. PROVISIONS REQUIRED BY LAW. Each and every provision of law required to be included in these Contract Documents shall be deemed to be included in these Contract Documents. The Contractor shall comply with all requirements of applicable federal, state and local laws, rules and regulations, including, but not limited to, the provisions of the California Labor Code and California Public Contract Code which are applicable to this Project.

ARTICLE 7. INDEMNIFICATION. Contractor shall provide indemnification as set forth in the General Conditions.

ARTICLE 8. PREVAILING WAGES. Contractor shall be required to pay the prevailing rate of wages in accordance with the Labor Code which such rates shall be made available at City of San Clemente Public Works Department or may be obtained online at http//www.dir.ca.gov/dlsr. and which must be posted at the job site.

IN WITNESS WHEREOF, this Contract has been duly executed by the above-named parties, on the day and year above written.

IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be duly executed on the respective dates set forth opposite of their signatures.

6 SECTION 00500

CONTRACT
55452.01510\32905704.2
SECTION 00500

CONTRACT

CITY OF SAN CLEMENTE
By:______________________________
Andy Hall, City Manager
Dated: ____________________, 20____
ATTEST:
______________________________
CITY CLERK of the City of
San Clemente, California
APPROVED AS TO FORM:
____________________________
Elizabeth A. Mitchell, City Attorney

APPROVED AS TO AVAILABILITY
OF FUNDING:
________________________________
Finance Authorization
GCI Construction, Inc.
(“CONTRACTOR”) – C2091126
By:_____________________________
Richard Kay, CEO/CFO
Dated: __________________, 20____
By:_____________________________
Alan Aristondo, CEO
Dated: __________________, 20____

END OF CONTRACT
7 55452.01510\32905704.2 1 SECTION 00100

NOTICE INVITING BIDS
SECTION 00100
Notice Inviting Bids

CORONADO LANE/ AVENIDA VICTORIA STORM DRAIN IMPROVEMENTS Project No. 26001

1. Notice. Public notice is hereby given that the City of San Clemente (“City”) will receive sealed bids for the following project:

CORONADO LANE/AVENIDA VICTORIA STORM DRAIN IMPROVEMENTS, PROJECT NO. 26001

2. Electronic bids must be submitted prior to 2:00 P.M. on September 12, 2023, on the City’s PlanetBids System Vendor Portal, at which time or thereafter bids will be opened and made available online. Bids received after this time will be considered non-responsive. Prospective bidders must first register as a vendor and then bid on this project via the City’s PlanetBids System Vendor Portal website at www.san-clemente.org/vendorbids.

3. Project Scope of Work.

The work to be performed, in general, consists of furnishing all materials, equipment, tools, labor, and incidentals as required by the Plans, Specifications, and contract documents for the installation of approximately 30 linear feet of 12” P.V.C. storm drain pipe and the construction of one (1) storm drain catch basin at Coronado Lane intersection with Avenida Victoria, in the City of San Clemente, CA. The general method of the storm drain construction work includes limited removal and replacement of existing A.C. pavement and Portland cement concrete curb and gutters, erosion control BMP’s, and construction of a new concrete junction structure. The work also includes pedestrian and traffic control and diversion of ground and surface flowing water.

4. Contract Time: The work must be completed within thirty (30) working days from the date specified in the written Notice to Proceed.

5. License and Registration Requirements.

5.1. State License. Pursuant to California Public Contract Code Section 3300, the City has determined that the Contractor shall possess a valid California contractor’s license for the following classification: Class “A”. Failure to possess the specified license(s) at the time of bid opening shall render the bid as non-responsive and shall act as a bar to award the contract to that non-responsive bidder.

5.2. Department of Industrial Relations Registration. Pursuant to California Labor Code Sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations (“DIR”). No bid will be accepted nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the DIR to perform public work. If awarded a contract, the Bidder and its subcontractors, of any tier, shall maintain active registration with the DIR for the duration of the Project.
8 SECTION 0010

NOTICE INVITING BIDS
55452.01510\32905704.2 2 SECTION 00100

NOTICE INVITING BIDS

5.3. City Business License. Prior to the Notice to Proceed for this contract, the Contractor shall possess a valid City of San Clemente business license.

6. Contract Documents. Bid documents, including instructions to bidders, bidder proposal form, and specifications (not including other documents incorporated by reference) may be downloaded, at no cost, from the City’s PlanetBids System Vendor Portal website at www.sanclemente.org/vendorbids. Bidders must first register as a vendor on the City of San Clemente PlanetBids system to view and download the Contract Documents, to be added to the prospective bidders list, and to receive addendum notifications when issued.

7. Bid Proposal and Security.

7.1. Bid Proposal Form. No bid will be received unless it is made on a proposal form furnished by the City. Bidders must complete line items information (PlanetBids Line Items Tab), and attach a scanned copy of the paper Bid Form (SECTION 00400), Bid Bond (SECTION 004100), Non-Collusion Declaration (SECTION 00420), Contractor Information and Experience Form (SECTION 00430), List of Subcontractors Form (SECTION 00440), Iran Contracting Act Certification (SECTION 00450), Public Works Contractor Registration Certification (SECTION 00460) completed and uploaded in the PlanetBids “Attachments” Tab.

7.2. Bid Security. Each bid proposal must be accompanied by security in the form of cash, certified check, cashier's check, or bid bond in the amount of ten percent (10%) of the total bid amount. Personal checks or company checks are not acceptable forms of bid security. All certified and cashier’s checks must be drawn on a responsible bank doing business in the United States and shall be made payable to THE CITY OF SAN CLEMENTE. Bid bonds must be issued by a surety company licensed to do business in the State of California and must be made payable to THE CITY OF SAN CLEMENTE.

Bids not accompanied by the required bid security will be rejected. For electronic submittal of bids, the bid security must be received at the City of San Clemente Public Works office, 910 Calle Negocio, Suite 100, San Clemente, CA 92673 within 24 hours of the bid opening date and time (excluding weekends and holiydays). The bid security must be submitted in a sealed envelope bearing the name and address of the bidder, and the outside of the envelope must read as follows:

OFFICIAL BID SECURITY - DO NOT OPEN

CORONADO LANE/AVENIDA VICTORIA STORM DRAIN IMPROVEMENTS, PROJECT No. 26001
Bid Opening Date: 2:00 P.M. on September 12, 2023
The bid security shall serve as a guarantee that the bidder will enter into a contract. Such guarantee shall be forfeited should the bidder to whom the contract is awarded fail to enter into the contract within 15 calendar days after written notification that the contract has been awarded to the successful bidder.

8. Prevailing Wage Requirements.

8.1. General. This project is subject to the prevailing wage requirements applicable to the locality in which the work is to be performed for each craft, classification or type of worker 9 SECTION 0010

NOTICE INVITING BIDS
55452.01510\32905704.2 3 SECTION 00100

NOTICE INVITING BIDS
needed to perform the work, including employer payments for health and welfare, pension, vacation, apprenticeship and similar purposes.

8.2. Rates. Prevailing rates are available online at www.dir.ca.gov/DLSR and also available at the City of San Clemente Public Works Department Office at 910 Calle Negocio, San Clemente, CA 92673. Each Contractor and Subcontractor must pay no less than the specified rates to all workers employed to work on the project. The schedule of per diem wages is based upon a working day of eight hours. The rate for holiday and overtime work must be at least time and one-half.

8.3. Compliance Monitoring. Pursuant to California Labor Code Section 1771.4, all bidders are hereby notified that this project is subject to compliance monitoring and enforcement by the California Department of Industrial Relations. In bidding on this project, it shall be the Bidder’s sole responsibility to evaluate and include the cost of complying with all labor compliance requirements under this contract and applicable law in its bid.

9. Retention. Pursuant to the contract for this project, five percent (5%) of each progress payment will be retained as security for completion of the balance of the work.

Substitution of appropriate securities in lieu of retention amounts from progress payments is permitted pursuant to California Public Contract Code Section 22300. Refer to the contract for further clarification.

10. Performance and Payment Bonds. The successful bidder, simultaneously with execution of the contract, will be required to provide Faithful Performance and Labor and Material Payment Bonds, each in the amount of one hundred percent (100%) of the contract amount. Bonds are to be secured from a surety that meets all of the State of California bonding requirements, as defined in Code of Civil Procedure Section 995.120, and is admitted by the State of California.

11. A Mandatory Pre-Bid Meeting. A Mandatory pre-bid meeting will be held for this bid solicitation at the job site on August 29, 2023 at 9:00 A.M. Refer to the Instructions to Bidders section on how to submit any pre-bid questions.

12. Not Used

13. Instructions to Bidders. Additional and more detailed information is provided in the Instructions to Bidders, which should be carefully reviewed by all bidders before submitting a Bid Proposal.

14. Questions. All questions related to this bid solicitation must be submitted in writing via email to Amir K. Ilkhanipour at [email protected] no later than September 5, at 2:00 P.M.

THE CITY OF SAN CLEMENTE RESERVES THE RIGHT TO REJECT ANY AND ALL BIDS, TO

AWARD ALL OR ANY INDIVIDUAL PART/ITEM OF THE BID, AND TO WAIVE ANY

INFORMALITIES, IRREGULARITIES OR TECHNICAL DEFECTS IN SUCH BIDS OR IN THE BIDDING PROCESS. ANY CONTRACT AWARDED WILL BE LET TO THE LOWEST RESPONSIVE AND RESPONSIBLE BIDDER AS DETERMINED FROM THE BASE BID ALONE. 10 SECTION 0010

NOTICE INVITING BIDS
55452.01510\32905704.2 4 SECTION 00100

NOTICE INVITING BIDS
Dated August 16, 2023.

City of San Clemente Public Works Department
910 Calle Negocio
San Clemente, CA 92673

END OF NOTICE INVITING BIDS
11 5 SECTION 00200

INSTRUCTIONS TO BIDDERS
SECTION 00200

INSTRUCTIONS TO BIDDERS

1. AVAILABILITY OF CONTRACT DOCUMENTS
Contract documents (excluding documents incorporated by reference) may be downloaded, at no cost, from the City’s PlanetBids System Vendor Portal website at www.sanclemente.org/vendorbids. Bidders must first register as a vendor on the City of San Clemente PlanetBids system to view and download the Contract Documents, to be added to the prospective bidders list, and to receive addendum notifications when issued.

2. EXAMINATION OF CONTRACT DOCUMENTS
City has made copies of the Contract Documents available, as indicated above. Bidders shall be solely responsible for examining the Project Site and the Contract Documents, including any Addenda issued during the bidding period, and for informing itself with respect to local labor availability, means of transportation, necessity for security, laws and codes, local permit requirements, wage scales, local tax structure, contractors’ licensing requirements, availability of required insurance, and other factors that could affect the Work. Bidders are responsible for consulting the standards referenced in the Contract. Failure of Bidder to so examine and inform itself shall be at its sole risk, and no relief for error or omission will be given except as required under State law.

3. INTERPRETATION OF CONTRACT DOCUMENTS
Discrepancies in, and/or omissions from the Plans, Specifications or other Contract Documents or questions as to their meaning shall be immediately brought to the attention of City by submission of a written request for an interpretation or correction to City. Such submission, if any, must be submitted no later than 2:00 P.M. on September 5, 2023. Any inquiries received after this deadline will not be accepted. Questions must be submitted in writing to: Amir K. Ilkhanipour via email at [email protected]. Phone calls and faxes will not be accepted.

If the City determines that the point in question is substantive and is not clearly and fully set forth in the Contract Documents, the City will issue a written addendum clarifying the matter which will be posted on the City’s PlanetBids System Vendor Portal website at www.sanclemente.org/vendorbids. Any interpretation of the Contract Documents will be made only by written addenda posted on the City’s PlanetBids system. City will not be responsible for any explanations or interpretations provided in any other manner. No person is authorized to make any oral interpretation of any provision in the Contract Documents to any bidder, and no bidder should rely on any such oral interpretation.

Bids shall include complete compensation for all items that are noted in the Contract Documents as the responsibility of the Contractor.

4. INSPECTION OF SITE; PRE-BID CONFERENCE AND SITE WALK Each prospective bidder is responsible for fully acquainting itself with the conditions of the Project Site (which may include more than one site), as well as those relating to the construction and labor of the Project, to fully understand the facilities, difficulties and restrictions which may impact the cost or effort required to complete the Project. To this end, a Pre-Bid Conference and Site Walk will be held on the date and time indicated in the Notice Inviting Bids. Storm, surface, 12 SECTION 00200

INSTRUCTIONS TO BIDDERS
55452.01510\32905704.2
6 SECTION 00200

INSTRUCTIONS TO BIDDERS
nuisance, or other waters may be encountered at various times during construction of the Project.

Federal and State laws require the City and its contractors to appropriately manage such waters pursuant to the requirements of California State Water Resources Control Board Order Number 2009-0009-DWQ and any amendment or renewal thereof, the Federal Clean Water Act, and the California Porter Cologne Water Quality Control Act. By submitting a Bid, each bidder acknowledges that it has investigated the risk arising from such waters, has prepared its Bid accordingly, and assumes any and all risks and liabilities arising therefrom.

5. ADDENDA
Substantive City changes to the requirements contained herein will be made by written addendum to this Invitation for Bids. Any written addenda issued pertaining to this Invitation for Bids will be posted on the City’s PlanetBids System Vendor Portal website at www.sanclemente.org/vendorbids, and will be incorporated into the terms and conditions of any resulting Purchase Order and/or Contract as appropriate. The City shall not be bound to any modifications to or deviations from the requirements set forth in this Invitation for Bids as the result of oral instruction or communication.

Pursuant to Public Contract Code Section 4104.5, if City issues an Addendum which includes material changes to the Project less than 72 hours prior to the deadline for submission of bids, City will extend the deadline for submission of bids. City may determine, in its sole discretion, whether an Addendum warrants postponement of the bid submission date.

6. ALTERNATE BIDS
If alternate bid items are called for in the Contract Documents, the lowest bid will be determined on the basis of the base bid only. However, City may choose to award the contract on the basis of the base bid alone or the base bid and any alternate or combination of alternates. The time required for completion of the alternate bid items has been factored into the Contract duration and no additional Contract time will be awarded for any of the alternate bid items. City may elect to include one or more of the alternate bid items, or to otherwise remove certain work from the Project scope of work, accordingly each Bidder must ensure that each bid item contains a proportionate share of profit, overhead and other costs or expenses which will be incurred by the Bidder.

7. COMPLETION OF BID FORMS
Bids shall only be prepared using copies of the Bid Forms which are included in the Contract Documents. The use of substitute bid forms other than clear and correct photocopies of those provided by City will not be permitted. Bids shall be executed by an authorized signatory as described in these Instructions to Bidders. In addition, Bidders shall fill in all blank spaces (including inserting “N/A” where applicable) and initial all interlineations, alterations, or erasures to the Bid Forms. Bidders shall neither delete, modify, nor supplement the printed matter on the Bid Forms nor make substitutions thereon. USE OF BLACK OR BLUE INK, A TYPEWRITER, OR

ELECTRONIC FORMS WITH COMPUTER-FILLABLE FORM FIELDS (IF PROVIDED BY THE CITY) IS REQUIRED. Deviations in the bid form may result in the bid being deemed nonresponsive. 13 SECTION 00200

INSTRUCTIONS TO BIDDERS
55452.01510\32905704.2
7 SECTION 00200

INSTRUCTIONS TO BIDDERS

8. MODIFICATIONS OF BIDS
Each Bidder shall submit its Bid in strict conformity with the requirements of the Contract Documents. Unauthorized additions, modifications, revisions, conditions, limitations, exclusions or provisions attached to a Bid may render it non-responsive and may cause its rejection. Bidders shall neither delete, modify, nor supplement the printed matter on the Bid Forms, nor make substitutions thereon. Oral, telephonic and electronic modifications will not be considered, unless the Notice Inviting Bids authorizes the submission of electronic bids and modifications thereto and such modifications are made in accordance with the Notice Inviting Bids.

9. DESIGNATION OF SUBCONTRACTORS
Pursuant to State law, the Bidders must designate the name, license number, and location of each subcontractor who will perform work or render services for the Bidder in an amount that exceeds one half of one percent (1/2%) of the Bidder’s Total Bid Price, or $10,000 if the work involves streets or highways, whichever is greater as well as the portion of work each such subcontractor will perform on the form provided herein by City. No additional time will be provided to bidders to submit any of the requested information in the Designation of Subcontractor form.

The successful bidder will be required to self-perform at least over 50% of the work.

In addition to submitting the List of Subcontractors form with its bid submission, each bidder shall, within 24 hours of the bid submission deadline, provide the City with a list of bid items that correspond to the portion of work listed for each designated subcontractor. Failure to provide this information in satisfactory form within the time prescribed may be cause for the City to deem the Bid non-responsive and the City may reject the Bid.

10. LICENSING REQUIREMENTS
Pursuant to Section 7028.15 of the Business and Professions Code and Section 3300 of the Public Contract Code, all bidders must possess proper licenses for performance of this Contract.

Subcontractors must possess the appropriate licenses for each specialty subcontracted. Pursuant to Section 7028.5 of the Business and Professions Code, City shall consider any bid submitted by a contractor not currently licensed in accordance with state law and pursuant to the requirements found in the Contract Documents to be non-responsive, and City shall reject the Bid. City shall have the right to request, and Bidders shall provide within five (5) calendar days, evidence satisfactory to City of all valid license(s) currently held by that Bidder and each of the Bidder’s subcontractors, before awarding the Contract.

The Contractor and all subcontractors must also obtain a valid City of San Clemente Business License and maintain a valid City Business License during the entire time that work is being performed under the contract. Information about obtaining a City business license is available via Internet at www.san-clemente.org/i-am-a-/business/business-license, by email to [email protected] or phone call to (949) 361-6166. Evidence of a valid City business license must be provided at the time specified in Section 19 of these instructions.

11. SIGNING OF BIDS
All Bids submitted shall be executed by the Bidder or its authorized representative. Bidders may be asked to provide evidence in the form of an authenticated resolution of its Board of Directors 14 SECTION 00200

INSTRUCTIONS TO BIDDERS
55452.01510\32905704.2
8 SECTION 00200

INSTRUCTIONS TO BIDDERS
or a Power of Attorney evidencing the capacity of the person signing the Bid to bind the Bidder to each Bid and to any Contract arising therefrom.

If a Bidder is a joint venture or partnership, it may be asked to submit an authenticated Power of Attorney executed by each joint venture or partner appointing and designating one of the joint ventures or partners as a management sponsor to execute the Bid on behalf of Bidder. Only that joint venture or partner shall execute the Bid. The Power of Attorney shall also: (1) authorize that particular joint venture or partner to act for and bind Bidder in all matters relating to the Bid; and (2) provide that each venture or partner shall be jointly and severally liable for any and all of the duties and obligations of Bidder assumed under the Bid and under any Contract arising therefrom.

The Bid shall be executed by the designated joint venture or partner on behalf of the joint venture or partnership in its legal name.

12. BID GUARANTEE (SECURITY)
Each bid shall be accompanied by security in the form of: (a) cash; (b) a certified check made payable to City; (c) a cashier’s check made payable to City; or (d) a bid bond payable to City executed by the bidder as principal and surety as obligor in an amount not less than 10% of the maximum amount of the bid. Personal sureties and unregistered surety companies are unacceptable. All certified and cashier’s checks must be drawn on a responsible bank doing business in the United States and shall be made payable to The City of San Clemente. The surety insurer shall be California admitted surety insurer, as defined in Code of Civil Procedure Section 995.120. The bid security shall be given as a guarantee that the bidder shall execute the Contract if it be awarded to the bidder, shall provide the payment and performance bonds and insurance certificates and endorsements as required herein within ten (10) calendar days after notification of the award of the Contract to the bidder. Failure to provide the required documents may result in forfeiture of the bidder’s bid deposit or bond to City and City may award the Contract to the next lowest responsive, responsible bidder, or may call for new bids.

For electronic submittal of bids, the bid security must be received at the City of San Clemente Public Works office, 910 Calle Negocio, San Clemente, CA 92673 within 24 hours of the bid opening date and time (excluding weekends and holiydays). The bid security must be submitted in a sealed envelope bearing the name and address of the bidder, and the outside of the envelope must read as follows:

OFFICIAL BID SECURITY - DO NOT OPEN
Project Name: CORONADO LANE/AVENIDA VICTORIA STORM DRAIN IMPROVEMENTS, PROJECT NO. 26001.

Bid Opening Date: September 12, 2023.

13. SUBMISSION OF SEALED BIDS
Bids will only be received electronically through the City’s PlanetBids System Vendor Portal website at www.san-clemente.org/vendorbids. Bids will not be accepted after the specified Bid Opening date and time. The Bidder shall have the sole exclusive responsibility for ensuring that a Bid is received by the specified Bid Opening date and time. For technical support with the 15 SECTION 00200

INSTRUCTIONS TO BIDDERS
55452.01510\32905704.2
9 SECTION 00200

INSTRUCTIONS TO BIDDERS
electronic bidding system, please click the red question mark from any PlanetBids screen to be directed to the technical support help desk.

14. DELIVERY AND OPENING OF BIDS
Bids will only be received electronically through the City’s PlanetBids System Vendor Portal website at www.san-clemente.org/vendorbids. Bids will not be accepted after the specified Bid Opening date and time. The Bidder shall have the sole exclusive responsibility for ensuring that a Bid is received by the specified Bid Opening date and time. For technical support with the electronic bidding system, please click the red question mark from any PlanetBids screen to be directed to the technical support help desk.

15. WITHDRAWAL OF BID
Any Bidder may personally withdraw his Bid from the City’s PlanetBids system prior to the bid opening date and time stated in the Notice Inviting Bids. Any request to withdraw a bid after bid opening shall meet all requirements of Public Contract Code section 5100 et seq. and must be submitted in writing within five (5) working days, excluding Saturdays, Sundays and State holidays, specifying in detail the mistake.

16. BASIS OF AWARD; BALANCED BIDS
City shall award the Contract to the lowest responsive, responsible Bidder submitting a responsive Bid. City may reject any Bid which, in its opinion when compared to other bids received or to City’s internal estimates, does not accurately reflect the cost to perform the Work. City may reject as non-responsive any bid which unevenly weights or allocates costs, including but not limited to overhead and profit to one or more particular bid items.

17. DISQUALIFICATION OF BIDDERS; INTEREST IN MORE THAN ONE BID No bidder shall be allowed to make, submit or be interested in more than one bid. However, a person, firm, corporation or other entity that has submitted a sub proposal to a bidder, or that has quoted prices of materials to a bidder, is not thereby disqualified from submitting a sub proposal or quoting prices to other bidders submitting a bid to City. No person, firm, corporation, or other entity may submit sub proposal to a bidder, or quote prices of materials to a bidder, when also submitting a prime bid on the same Project.

18. INSURANCE REQUIREMENTS
The successful bidder shall procure the insurance in the form and in the amount specified in the Contract Documents.

19. AWARD PROCESS
Once all Bids are opened and reviewed to determine the lowest responsive and responsible Bidder, City Council may award the contract. The apparent successful Bidder should begin to prepare the following documents: (1) the Performance Bond; (2) the Payment Bond; and (3) the required insurance certificates and endorsements. Once City notifies the Bidder of the award, the Bidder will have ten (10) consecutive calendar days from the date of this notification to execute 16 SECTION 00200

INSTRUCTIONS TO BIDDERS
55452.01510\32905704.2
10 SECTION 00200

INSTRUCTIONS TO BIDDERS
the Contract and supply City with all of the required documents and certifications. The City will issue a Notice to Proceed on or after the pre-construction meeting.

20. FILING OF BID PROTESTS
Bidders may file a “protest” of a Bid with City’s Public Works Director/City Engineer. In order for a Bidder’s protest to be considered valid, the protest must:

A. Be filed in writing no later than 5:00 p.m. on the third (3rd) business day after the bid opening date;
B. Clearly identify the specific irregularity or accusation; C. Specify, in detail, the grounds of the protest and the facts supporting the protest; and
D. Include all relevant, supporting documentation with the protest at time of filing.

E. Include verification that the party filing the protest has concurrently transmitted a copy of the protest to the apparent low bidder.

F. Be signed and submitted under penalty of perjury under the laws of the State of California.

If the protest does not comply with each of these requirements, it may be rejected without further review.

If the protest is valid, the City will review the basis of the protest and relevant information prior to formal award of the bid. The City will not be required to hold an administrative hearing to consider a timely protest, but may do so at its sole option, or if otherwise legally required. The City has the sole authority to issue a final determination on all bid protests.

The procedure and time limits set forth in this section are mandatory and are the sole and exclusive remedy in the event of a bid protest. Failure to comply with these procedures shall constitute a failure to exhaust administrative remedies and a waiver of any right to further pursue the bid protest, including filing of a challenge of the award pursuant to the California Public Contract Code, filing of a claim pursuant to the California Government Code, or filing of any other legal proceedings.

Nothing in this section shall be construed as a waiver of the City’s right to reject any and all bids, to award any or all individual part/item of the bid, and to waive any informalities, irregularities or technical defects in such bids.

21. WORKERS COMPENSATION
Each bidder shall submit the Contractor’s Certificate Regarding Workers’ Compensation form. 17 SECTION 00200

INSTRUCTIONS TO BIDDERS
55452.01510\32905704.2
11 SECTION 00200

INSTRUCTIONS TO BIDDERS

22. SUBSTITUTION OF SECURITY
The Contract Documents call for monthly progress payments based upon the percentage of the work completed. The City will retain five percent (5%) of each progress payment as provided by the Contract Documents. At the request and expense of the successful Bidder, the City will substitute securities for the amount so retained in accordance with Public Contract Code Section 22300.

23. PREVAILING WAGES
City has obtained from the Director of the Department of Industrial Relations the general prevailing rate of per diem wages in the locality in which this work is to be performed for each craft or type of worker needed to execute the Contract. These rates are on file and available at the Office of the City Clerk or may be obtained online at http://www.dir.ca.gov/dlsr. Bidders are advised that a copy of these rates must be posted by the successful Bidder at the job site(s).

24. DEBARMENT OF CONTRACTORS AND SUBCONTRACTORS
In accordance with the provisions of the Labor Code, contractors or subcontractors may not perform work on a public works project with a subcontractor who is ineligible to perform work on a public project pursuant to Section 1777.1 or Section 1777.7 of the Labor Code. Any contract on a public works project entered into between a contractor and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money for performing work as a subcontractor on a public works contract. Any public money that is paid to a debarred subcontractor by the Contractor for the Project shall be returned to City. The Contractor shall be responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the Project.

25. IRAN CONTRACTING ACT CERTIFICATION
For bids of one million dollars ($1,000,000) or more, each bidder shall submit the certification required by the Iran Contracting Act of 2010, Public Contract Code section 2200 et seq. as provided with the Bid Documents.

26. PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION
Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations. No bid will be accepted nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the Department of Industrial Relations to perform public work. If awarded a Contract, the Bidder and its subcontractors, of any tier, shall maintain active registration with the Department of Industrial Relations for the duration of the Project. To this end, Bidder shall sign and submit with its Bid the Public Works Contractor Registration Certification on the form provided, attesting to the facts contained therein. Failure to submit this form may render the Bid non-responsive. In addition, each Bidder shall provide the registration number for each listed subcontractor in the space provided in the Designation of Subcontractors Form.
18 SECTION 00200

INSTRUCTIONS TO BIDDERS
55452.01510\32905704.2
12 SECTION 00200

INSTRUCTIONS TO BIDDERS

27. PERFORMANCE BOND AND PAYMENT BOND REQUIREMENTS
Within the time specified in the Contract Documents, the Bidder to whom a Contract is awarded shall deliver to City four identical counterparts of the Performance Bond and Payment Bond in the form supplied by City and included in the Contract Documents. Failure to do so may, in the sole discretion of City, result in the forfeiture of the Bid Guarantee. The surety supplying the bond must be an admitted surety insurer, as defined in Code of Civil Procedure Section 995.120, authorized to do business as such in the State of California and satisfactory to City. The Performance Bond and the Payment Bond shall be for one hundred percent (100%) of the Total Bid Price.

28. REQUEST FOR SUBSTITUTIONS
The successful bidder shall comply with the substitution request procedures set forth in the Bid and Contract Documents. Any deadlines for substitution requests that occur prior to the bid opening date are set forth in the Special Conditions.

29. SALES AND OTHER APPLICABLE TAXES, PERMITS, LICENSES AND FEES Contractor and its subcontractors performing work under this Contract will be required to pay California sales tax and other applicable taxes, and to pay for permits, licenses and fees required by the agencies with authority in the jurisdiction in which the work will be located, unless otherwise expressly provided by the Contract Documents.

30. EXECUTION OF CONTRACT
As required herein the Bidder to whom an award is made shall execute the Contract in the amount determined by the Contract Documents. City may require appropriate evidence that the persons executing the Contract are duly empowered to do so.

END OF INSTRUCTIONS TO BIDDERS
19 SECTION 00400 BID FORM PAGES 13 TO 16 – REVISED PER ADDENDUM NO. 1 13 REV
SECTION 00400

BID FORM REVISED
NAME OF BIDDER: _____
The undersigned, hereby declare that we have carefully examined the location of the proposed Work, and have read and examined the Contract Documents, including all plans, specifications, and all addenda, if any, for the following Project:

CORONADO LANE/AVENIDA VICTORIA STORM DRAIN IMPROVEMENTS, PROJECT NO. 26001
We hereby propose to furnish all labor, materials, equipment, tools, transportation, and services, and to discharge all duties and obligations necessary and required to perform and complete the Project for the following TOTAL BID PRICE:

BID SCHEDULE REVISED
Bid
Item
No.

Bid Item Description Unit of
Measure
Est.

Qty.

Unit
Price
Total Item Cost
1 Remove and dispose of existing catch
basin and grate as needed for work.

Backfill with concrete remaining portion of
catch basin and abandon in place.

Remove curb and gutter as needed for the
work to the nearest joint and replace in
kind. Match existing grade.

L.S. 1
2 Remove existing concrete cross gutter as
needed for new point of connection and
replace per detail on Sheet 2. Match
existing grade.

S.F. 50
3 Furnish and Install 12" P.V.C. C900 (DR
14) drain pipe per City of San Clemente
Std. No. SD-1 and project specifications.

L.F. 30
4 Construct Junction Structure Type IV per
OCPWD Std. Plan 331-3-OC.

EA. 1
5 Construct Inlet Type IV per OCPWD Std.

Plan1304, one grating.

EA. 1
6 Construct Local Depression per SPPWC
Std. Plan 313-4, Case F.

L.S. 1
7 Not applicable N/A N/A
GCI Construction Inc.
5,000.00 5,000.00

93.00 4,650.00
725.00 21,750.00
6,900.00 6,900.00
7,200.00 7,200.00
3,000.00 3,000.00

N/A N/A
20 SECTION 00400

BID FORM REVISED
14 REV
Bid
Item
No.

Bid Item Description Unit of
Measure
Est.

Qty.

Unit
Price
Total Item Cost
8 Construct concrete collar per OCPWD
Std. Plan 380-4-OC. (No pipe joints 10 ft.
on either side of collar).

L.S. 1
9 Plan for diverting, handling and proper
disposal of pumped and gutter water.

L.S. 1
10 If native backfill is not acceptable
to City’s soil engineer for the “Backfill
Zone”, at the City’s sole discretion,
Crushed Miscellaneous Base (CMB) can
be used. (*)
C.Y. 20
11 Traffic/Pedestrian Control L.S. 1
12 Mobilization L.S. 1
13 Waste Management Plan. L.S. 1
14 Dewatering for pipe installation and
structure construction.

L.S. 1
15 CCTV inspection of new constructed
storm drain system.

L.S. 1
(*) Removal and proper disposal of removed materials and compaction of CMB are included in bid item.

In case of discrepancy between the unit price and the item cost set forth for a unit basis item, the unit price shall prevail and, shall be utilized as the basis for determining the lowest responsive, responsible bidder. However, if the amount set forth as a unit price is ambiguous, unintelligible or uncertain for any cause, or is omitted, or is the same amount as the entry in the “Item Cost” column, then the amount set forth in the “Item Cost” column for the item shall prevail and shall be divided by the estimated quantity for the item and the price thus obtained shall be the unit price.

If any of the above discrepancies exist, the City may recalculate the bid price on the basis of the unit price and the bidder agrees to be bound by such recalculation.

It is understood that the quantities shown for the unit price items are approximate only and subject to increase or decrease, being stated only for the purpose of comparing bids and fixing the amount of surety bonds, and that should the quantity of work on the unit price basis be increased, the undersigned Bidder will perform the additional work at the unit price set out herein, and that should the quantity be decreased, payment is to be made on the actual quantity installed at such unit price, and the undersigned Bidder will make no claims for anticipated profits or additional compensation for any increase or decrease in the quantity. It is further understood that actual quantities on the unit price items will be determined upon completion of the work covered by the Contract.

Final payment shall be determined by the Engineer from measured quantities of work performed based upon the unit price.
2,600.00 5,000.00
5,000.00 3,500.00
155.00 3,100.00
6,900.00 1,900.00
7,200.00 20,000.00
3,000.00 600.00
14,000.00 14,000.00
1,600.00 1,600.00
21 SECTION 00400

BID FORM REVISED
15 REV
TOTAL BID PRICE (BASED ON BID SCHEDULE):
$ ________________________________________
Total Bid Price in Numbers
__________________________________________________________________________ Total Bid Price in Written Form
In case of discrepancy between the written price and the numerical price, the written price shall prevail. In case of a discrepancy between the electronic bid form in the City’s Planet Bids system (if used) and this completed bid form, the signed hardcopy bid form (or scanned signed form uploaded to the City’s Planet Bids system, shall prevail.

The undersigned agrees that this Bid Form constitutes a firm offer to City which cannot be withdrawn for the number of calendar days indicated in the Notice Inviting Bids from the bid opening, or until a Contract for the Work is fully executed by City and a third party, whichever is earlier.

The Contract duration shall commence on the date stated in City’s Notice to Proceed, and shall be completed by the Contractor in the time specified in the Contract Documents. In no case shall the Contractor commence construction prior to the date stated in City’s Notice to Proceed.

Bidder certifies that it is licensed in accordance with the law providing for the registration of Contractors, License No. _________, Expiration Date _______, class of license _____. If the bidder is a joint venture, each member of the joint venture must include the above information.

The undersigned acknowledges receipt, understanding and full consideration of the following addenda to the Contract Documents.

Addenda No. _______________________
Addenda No. _______________________
Addenda No. _______________________
Bidder has attached the following:

1. The completed Contractor’s Certificate Regarding Workers’ Compensation form.

2. The required bid security in the amount of not less than 10% of the Total Bid Price.

3. The fully executed Non-collusion Declaration form.

4. The completed Contractor Information and Experience form.

5. The completed List of Subcontractors form.

6. The completed Iran Contracting Act Certification form (for bids of $1,000,000 or more).

7. The completed Public Works Contractor Registration Certification form. 1 755356A 10/31/2024 A
95,800.00
ninety-five thousand eight hundred dollars
22 SECTION 00400

BID FORM REVISED
16 REV
I hereby certify under penalty of perjury under the laws of the State of California, that all of the information submitted in connection with this Bid and all of the representations made herein, including Contractor’s license number and expiration date, are true and correct. I further certify that the signatory below is authorized to submit this Bid and bind the Bidder to the terms of these Contract Documents.

Name of Bidder
Signature
Name
Title
Dated

END OF BID FORM REVISED
GCI Construction Inc.

Alan Aristondo
CEO
9/11/2023
23 17 SECTION 00405
WORKER’S COMPENSATION INSURANCE CERTIFICATION
SECTION 00405
WORKER’S COMPENSATION INSURANCE CERTIFICATION

WORKERS' COMPENSATION DECLARATION

I hereby affirm under penalty of perjury one of the following declarations:

(ONE OF THE BOXES BELOW MUST BE CHECKED)
I have and will maintain a certificate of consent from the California Labor Commission to self-insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work to be performed under this contract.

I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work to be performed under this contract. My workers' compensation insurance carrier and policy number are:

Carrier____________________________________________________ Policy Number______________________________________________

I certify that, in the performance of the work under this Agreement, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and I hereby agree to indemnify, defend, and hold harmless the City of San Clemente and all of its officials, employees, and agents from and against any and all claims, liabilities, and losses relating to personal injury or death, economic losses, and property damage arising out of my failure to provide such worker’s compensation insurance. I further agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions.

WARNING: FAILURE TO SECURE WORKERS’ COMPENSATION

COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO

CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY’S FEES.

Dated: ________________________, 20____
________________________________
Consultant
✔
Valley Forge Insurance Company
7039536050
8/30/2023
GCI Construction Inc.
23 24
□
□
□
SECTION 00405
WORKER’S COMPENSATION INSURANCE CERTIFICATION
55452.01510\32905704.2
18 SECTION 00405
WORKER’S COMPENSATION INSURANCE

CERTIFICATION
By: ________________________________
________________________________
Title
________________________________
Address
________________________________
END OF WORKER’S COMPENSATION INSURANCE CERTIFICATION
Alan Aristondo
CEO
1031 Calle Recodo, Suite D
San Clemente CA, 92673
25 26
SECTION 00410

BID BOND
Bond No. CSBA-24830
The makers of this bond are GCI Construction Inc. , as Principal, and _ Harco National Insurance Company , as Surety and are held and firmly bound unto the City of San Clemente, hereinafter called City, in the perial sum of TEN PERCENT (10%) OF THE TOTAL BID PRICE of the Principal submitted to City for the·work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors . and assigns, jointly and severally, firmly by these presents.
. . . . • .• .

THE CONDITION OF THIS OBLIGATION IS SUCH that whereas the Principal has submitted the accompanying bid dated September 12th , 2023 for the CORONADO LANE/AVENIDA • VICTORIA STORM DRAIN IMPROVEMENTS, PROJECT No. 26001, If the Principal does not withdraw its bid within the time specified in the Contract Documents; and !fthe Principal is awarded the Contract and provides all documents to City as required by the Contract Documents; then this obligation shall be null and void. Otherwise, this bond will remain in full force and effect. • • • ~
Surety, for value received, hereby stipulates and agrees that ·no· change, extension of time, alteration or addition to the terms of the Contract Documents shall in affect its obligation under this bond, and Surety does hereby waive notice of any such changes.

In the event a lawsuit is.brought upon this bond by City and judgment is recovered, the Surety shall pay all litigation expenses incurred by City in such suit, including reasonable attorneys' fees, court costs, expert witness fees and expenses. •
IN WITNESS WHEREOF, the above-bound parties have executed this instrument under their several seals this 28th day of August , 20~, the name and corporate seal of • each corporation.
(Corporate Seal)· GCI Construction, Inc. ·
Contractor/ Principal
BY.........: · a ..... . =--·· __ _ __ , _ ----'-~--
Title_---'C:~E:...---C/ _____ _ _ ~
(Corporate Seal) Harco National Insurance Company
:~,·~@;\MA!)
, 'Attorney-in-Fact, Shaunna Rozelle Ostrom
(Attach Attorney-in-Fact Certificate) Title_A_t_to=rn'-'-'eCJ..y-"-ln-"--'-Fa=c'-t _____ _ 19 SECTION 00410

BID BOND
27 SECTION 00410
8ID BOND
Notary Acknowledgment
A notary public or other officer completing this certificate verifies o. nly the identity of the individual who signed the _doqument to which this certificate is attached, ana not the truthfulness, accuracy, or validity of that document.

STATE 01= CALIFORNIA
COUNTY OF Orange -
On ----=--A=u=g-=-us=t'-=2=8-"'th-=--·--_., 2023 . before me, ---~M~e=li=ss~a~A~n=n~V~- =ac~c=a~ro'----~• Notary Public. personally appeared Shaunna Rozelle Ostrom , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed . the instrument. •
I certify 1,mder PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. cw MELl~AA~vAc~AAo'"l
COMM, #2401942 l'l
Notary PUbltc-Oallfornla '
OMNG6 COUN'TY IL
. My Comm, Expires May 12, 2026~
COClit;""'b' t uv=i_.Otl!e
Signature of Notary Public
WITNESS my hand and official seal:
~~D Melissa Ann Vaccaro •

OPTIONAL
Though the Information below is not required by Jaw, It may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment. of this form to another document. •

CAPACITY CLAIMED BY SIGNER
□ Individual
□ Corporate Officer
□ Partner(s)
Dlf Attorney-In-Fact
□ Trustee(s)
□ Guardian/Conservator
□ Other:

Signer is representing:

Tille(s)
□
D
Name Of Person(s) Or Entity(ies)
Limited
General
Harco National Insurance Company
55452.01510\32905704.2
20 DESCRIPTION OF ATTACHED DOCUMENT •
Bid Bond
t!tle or Type of Document
Three 3
Number of Pages
Au ust 28th 2023
Date of Document
Slgner(s) Other Than Nam.ed A~ove
SECTION 00410

BIDBOND
28 POWER OF ATTORNEY Bond No. CSBA-24830

HARCO NATIONAL INSURANCE COMPANY
INTERNATIONAL FIDELITY INSURANCE C.OMPANY
Member companies of IAT Insurance Group, Headquartered: 4200 Six Forks Rd, Suite 1400, Ralelgh, NC 27609 KNOW ALL MEN BY THESE PRESENTS: That HARCO NATIONAL INSURANCE COMPANY, a corporation organized and existing under the laws of • the $late of Illinois, and INTERNATIONAL FIDELITY INSURANCE COMPANY, a corporation organized and existing under the laws of the State of New Jersey, and having their principal offices located respectively In the cities of Rolling Meadows, Illinois and Newark, New Jersey, do hereby constitute and appoint
BENJAMIN WOLFE, MICHAEL D. STONG, CHELSEA LIBERATORE, BEN STONG, ADRIAN LANGRELL, DWIGHT REILLY, DANIEL HUCKABAY, ARTURO AYALA, FRANK MORONES, SHAUNNA ROZELLE OSTROM, R. NAPPI range, CA
their true and lawful attorney(s)-ln-fact to execute, seal and deliver for and on Its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or permitted by law, statute, rule, regulation, contract or otherwise, and the execution of such lnstrument(s) In pursuance of these presents, shall be as binding upon the said HARCO NATIONAL . INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY, as fully and amply, to all Intents and purposes, as If the same had been duly executed and acknowledged by their regularly elected officers at their principal offices. • This Power of Attorney is executed, and may be revoked, pursuant to and by authority of the By-Laws of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY and is granted under and by authority of the following resolution adopted by the Board of .

Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY at a meeting duly held on the 13th day of December, 2018 . and by the Board of Directors ofHARCO NATIONAL INSURANCE COMPANY at a meeting held on the 13th day of December, 2018. • • • "RESOLVED, that (1) the Chief Executive Officer, President, Executive Vice President, Senior Vlce President, Vice President, or Secretary of the Corporation shall have the power to appoint, and to revoke the appointments of, Attorneys-in-Fact or agents with power and authority as defined or limited in their r:espectlve powers of attorney, and to execute on behalf .of the Corporation and affix the Corporation's seal thereto, bonds, undertakings, recognizances, contracts. of Indemnity and othe(wrltten obligations In the nature thereof or related thereto; and (2) any such Officers of the Corporation may appoint and revoke the appointments of joint-control custodians, agents for acceptance of process, and Attorneys-In-fact with authority to execute waivers and consents on behalf of the Corporation; and (3) the signature of any such Officer of the Corporation and the Corporation's seal may be affixed by facsimile. to any power of attorney or certification given for the execution of any bond, undertaking, recognizance, contract of indemnity or other written obligation in the nature thereof or related there.to, such slgniiture. and seals when so used whether heretofore or hereafter, being hereby adopted by the Corporation as the original signature cif such officer and the original seal of the Corporation, to be valid ahd binding upon the Corporation with Iha same force and effect as though manually affixed." .

IN WITNESS WHEREOF, HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY have each executed and attested these presents on this 31st day of December, 2022

STATE OF NEW JERSEY
County of Essex U .
~·
' . . . . ' • •
• ·• Kenneth Chapman •

STATE OF ILLINOIS
County of Cook
Executive Vice President, Harco Nallonai Insurance Company . and International Fidelity Insurance Company
On this 31st day of December, 2022 , before me came the Individual who executed the preceding instrument, to me personally known, and, being by me duly sworn, said he is the therein described and authorized officer of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY; that the seals affixed to said instrument are the Corporate Seals of said Companies; that the said Corporate Seals and his signature were duly affixed by order of the Boa·rds of Directors of said Companies. • IN TESTIMONY WHEREOF, I have hereunto set my hand affixed my Official Seal, at the City of Newark, New Jersey the day and year first above written.

Cathy Cruz a Notary Public of New Jersey
· CERJIFICA TION
My Commission Expires April 16, 2024
.I, the undersigned officer of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY do hereby certify that I have compared the fore~olng copy of the Power of Attorney and affidavit, and the copy of the Sections of the By-Laws of said Companies as set forth In said Power of Attorney, with the originals on file In the home office of said companies, and that the same are correct transcripts thereof, and of the whole of the said orlgina.ls, and that the said Power of Attorney has not been revoked and is now In full force and effect IN TESTIMONY WHEREOF, I.have hereunto set my ~and on this day, August 28th, 2023 .

A00835
Irene Martins, Assistant Secretary
29 All-purpose Acknowledgment California
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

State of California
■
On 08/29/2023
the officer),
9efore me, Neekon Farhangi. Notary Public (here insert name and title of personally appeared Alan Kenneth Arjstondo
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person{s) acted, executed the instrument.

I certify under PENAL TY OF PERJURY under the laws of the State 1 of California that the foregoing paragraph is true and correct.

WITNESS my hand
Signature --~-~~-~-----=a'-~-d-o-ff=ic=ia'-~-·-a-l.- .-=----. --=----~--- For Bank Purposes Only
Notary Seal
Description of Attached Document
Type or Title of Document ______ •_· .....:g1...£....:..l..::::~~--'S2J~·:....::Oft::..:........!~r}:..__ ______________ _ Document Date ______________ Number of Pages
Signer(s) Other Than Named Above ------------------------------- Account Number (if applicable) ___________________________ _ 1111111 11111 1111
FO01-000DSG5350CA-01
DSG5360CA/595577 (Rev 05 • 05/21)
22 SECTION 00420

NON-COLLUSION DECLARATION
SECTION 00420

NON-COLLUSION DECLARATION
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].

Name of Bidder
Signature
Name
Title
Dated

END OF NON-COLLUSION DECLARATION
CEO GCI Construction Inc.
9/12/2023
San Clemente California
GCI Construction Inc.

Alan Aristondo
CEO
8/30/2023
30 23 SECTION 00430

CONTRACTOR INFORMATION AND EXPERIENCE FORM
SECTION 00430

CONTRACTOR INFORMATION AND EXPERIENCE FORM
A. INFORMATION ABOUT BIDDER
**Failure to complete all information may render your bid nonresponsive - indicate not applicable (“N/A”) where appropriate.**
NOTE: Where Bidder is a joint venture, pages shall be duplicated and information provided for all parties to the joint venture.

1.0 Name of Bidder: ___________________________________________

2.0 Type, if Entity: ___________________________________________

3.0 Bidder Address: ___________________________________________ _____________________________________________________________ _____________________________________________________________ ____________________________________________________________ Facsimile Number Telephone Number
Email Address_______________________________________
Website Address

4.0 How many years has Bidder’s organization been in business as a Contractor? _______

5.0 How many years has Bidder’s organization been in business under its present name? ________________________

5.1 Under what other or former names has Bidder’s organization operated?:_______________________________________________

6.0 If Bidder’s organization is a corporation, answer the following:

6.1 Date of Incorporation: ________________________________

6.2 State of Incorporation: ________________________________

6.3 President’s/CEO Name: ________________________________

6.4 Vice President’s Name(s): ________________________________

6.5 Secretary’s Name: ________________________________

6.6 Treasurer’s Name: ________________________________

7.0 If an individual or a partnership, answer the following:

San Clemente
S Corporation
1031 Calle Recodo, Suite D San Clemente, CA 92673
714-540-1148 714-957-0233
[email protected]
www.gciconstructioninc.net
25 Years
25 Years
N/A
08/03/1998
California
Alan Aristondo
N/A
Julie Pulley
Richard Kay
31 SECTION 00430

CONTRACTOR INFORMATION AND EXPERIENCE FORM
55452.01510\32905704.2
24 SECTION 00430

CONTRACTOR INFORMATION AND EXPERIENCE FORM

7.1 Date of Organization: ____________________________________

7.2 Name and address of all partners (state whether general or limited partnership):
__________________________________________________________ __________________________________________________________ __________________________________________________________

8.0 If other than a corporation or partnership, describe organization and name principals:
___________________________________________________________ ___________________________________________________________

9.0 List other states in which Bidder’s organization is legally qualified to do business. ___________________________________________________________ ___________________________________________________________ __________________________________________________________

10.0 What type of work does the Bidder normally perform with its own forces? ___________________________________________________________ ___________________________________________________________ __________________________________________________________

11.0 Has Bidder ever failed to complete any work awarded to it? If so, note when, where, and why:
___________________________________________________________ ___________________________________________________________ __________________________________________________________

12.0 Has the Bidder ever been in default, debarred or suspended in any way? If so, note when and why:
___________________________________________________________ ___________________________________________________________ __________________________________________________________

13.0 Within the last five years, has any officer or partner of Bidder’s organization ever been an officer or partner of another organization when it failed to complete a contract? If so, attach a separate sheet of explanation:
___________________________________________________________ ___________________________________________________________ __________________________________________________________

14.0 List Trade References (Materials Suppliers, Vendors, Union Representatives, etc.:
___________________________________________________________ ___________________________________________________________ __________________________________________________________ ___________________________________________________________ ___________________________________________________________ __________________________________________________________ N/A
N/A
California
Excavating, Pipe-laying, Backfilling, Compacting, Paving & Grading.

NO
NO
NO
Hardy & Harper - 32 Rancho Circle, Lake Forest, CA 92610 - (714) 444-1851 OC Winwater - 1617 E Ball Rd, Anaheim, CA 92805 - (714) 996-6299 N/A
32 SECTION 00430

CONTRACTOR INFORMATION AND EXPERIENCE FORM
55452.01510\32905704.2
25 SECTION 00430

CONTRACTOR INFORMATION AND EXPERIENCE FORM

15.0 List Bank References (Bank and Branch Address):
___________________________________________________________ ___________________________________________________________ __________________________________________________________

16.0 Name of Bonding Company and Name and Address, email address and phone number of Agent:
___________________________________________________________ ___________________________________________________________ __________________________________________________________ Wells Fargo Tellega
801 Via Suerte Ste 103, San Clemente, CA 92673
Commercial Surety Bond Agency (CSBA)
Mike Stong - [email protected] - 951-343-0382
4850 Arlington Avenue, Riverside, CA 92504
33 SECTION 00430

CONTRACTOR INFORMATION AND EXPERIENCE FORM
55452.01510\32905704.2
26 SECTION 00430

CONTRACTOR INFORMATION AND EXPERIENCE FORM
B. LIST OF CURRENT PROJECTS (BACKLOG)
**Duplicate Page if needed for listing additional current projects.** Project and
Client Contact
Person and
Phone Number
Description of
Bidder’s Work
Completion Date Cost of
Bidder’s Work
Amounted
Bonded
see attached
34 SECTION 00430

CONTRACTOR INFORMATION AND EXPERIENCE FORM
55452.01510\32905704.2
27 SECTION 00430

CONTRACTOR INFORMATION AND EXPERIENCE FORM
C. LIST OF COMPLETED PROJECTS IN THE LAST THREE YEARS
**Duplicate Page if needed for listing additional completed projects.** Please include only those projects which are similar enough to demonstrate Bidder’s ability to perform the required Work.

Client Description of Bidder’s
Work
Period of
Performance
Cost of
Bidder’s Work
Contact Name &
Phone
see attached
35 SECTION 00430

CONTRACTOR INFORMATION AND EXPERIENCE FORM
55452.01510\32905704.2
28 SECTION 00430

CONTRACTOR INFORMATION AND EXPERIENCE FORM
D. EXPERIENCE AND TECHNICAL QUALIFICATIONS QUESTIONNAIRE Personnel:

The Bidder shall identify the key personnel to be assigned to this project in a management, construction supervision or engineering capacity.

1. List each person’s job title, name and percent of time to be allocated to this project:

2. Summarize each person’s specialized education:

3. List each person’s years of construction experience relevant to the project:

4. Summarize such experience:

Bidder agrees that any personnel named in this Bid will remain on this Project until completion of all relevant Work, unless substituted by personnel of equivalent experience and qualifications approved in advance by City.

CEO - Alan Aristondo 100%
Consultant - Terry Gillespie 100%
Field Superintendent - Mike Pindt 100 %
Alan Aristondo - 4 years Bachelor's Degree in Civil Engineering & 6 years PM e Terry Gillespie - 50 yeas in construction
Mike Pindt - 35 years in construction
Alan Aristondo - Project Manager (6 years of experience) Terry Gillespie - 50 yeas in construction
Mike Pindt - 35 years in construction
Alan Aristondo - Project management of water, sewer and storm drain for 6 yea Terry Gillespie - Installation of water, sewer and storm drains for 35 years Mike Pindt - Installation of water, sewer and storm drains for 35 years 36 D
D
SECTION 00430

CONTRACTOR INFORMATION AND EXPERIENCE FORM
55452.01510\32905704.2
29 SECTION 00430

CONTRACTOR INFORMATION AND EXPERIENCE FORM
Additional Bidder’s Statements:

If the Bidder feels that there is additional information which has not been included in the questionnaire above, and which would contribute to the qualification review, it may add that information in a statement here or on an attached sheet, appropriately marked:

E. VERIFICATION AND EXECUTION
These Bid Forms shall be executed only by a duly authorized official of the Bidder:

I declare under penalty of perjury under the laws of the State of California that the foregoing information is true and correct:

Name of Bidder
Signature
Name
Title
Dated

END OF CONTRACTOR INFORMATION AND EXPERIENCE FORM
San Clemente
Alan Aristondo
CEO
8/30/2023
37 55452.01510\32905704.2
30 SECTION 00440 LIST OF SUBCONTRACTORS FORM
SECTION 00440

LIST OF SUBCONTRACTORS FORM
In compliance with the Subletting and Subcontracting Fair Practices Act of the Public Contract Code of the State of California, each bidder shall set forth below: (a) the name and the location of the place of business, (b) the California contractor license number and DIR registration number, and (c) the portion of the work which will be done by each subcontractor who will perform work or labor or render service to the Contractor in or about the construction of the work in an amount in excess of one-half of one percent (1/2%) of the Contractor’s Total Bid Price. Notwithstanding the foregoing, if the work involves streets and highways, then the Contractor shall list each subcontractor who will perform work or labor or render service to Contractor in or about the work in an amount in excess of one-half of one percent (1/2%) of the Contractor’s Total Bid Price or $10,000, whichever is greater. No additional time shall be granted to provide the below requested information. If no subcontractor is specified, for a portion of the work, or if more than one subcontractor is specified for the same portion of Work, then the Contractor shall be deemed to have agreed that it is fully qualified to perform that Work, and that it shall perform that portion itself. The Prime Contractor is required to complete at least over 50% of the contract value with its own forces.

Work to be done
by
Subcontractor Subcontractor
Location of
Business
CSLB Contractor
License No.

DIR Registration
Number
% of the
Work
Concrete J & A Structures, Inc 1125 5th St.

Corona, CA 92879
1042551 1000999658 11.89
Survey Case Land Survey 614 N. Eckhoff Street
Orange, CA 92868
L5411 1000001533 2.97
CCTV Performance Pipeline
5292 System Drive
Huntington Beach CA
825824
1000561121

1.46 38
D
SECTION 00440

LIST OF SUBCONTRACTORS FORM
55452.01510\32905704.2
31 SECTION 00440 LIST OF SUBCONTRACTORS FORM
Work to be done
by
Subcontractor Subcontractor
Location of
Business
CSLB Contractor
License No.

DIR Registration
Number
% of the
Work
Concrete J & A Structures, Inc 1125 5th St.

Corona, CA 92879
1042551 1000999658 11.89
39 SECTION 00440

LIST OF SUBCONTRACTORS FORM
55452.01510\32905704.2
32 SECTION 00440 LIST OF SUBCONTRACTORS FORM
Work to be done
by
Subcontractor Subcontractor
Location of
Business
CSLB Contractor
License No.

DIR Registration
Number
% of the
Work
In addition to submitting this Designation of Subcontractor form with its bid submission, each bidder shall, within 24 hours of the bid submission deadline, provide the City with a list of bid items that correspond to the portion of work listed for each designated subcontractor. Failure to provide this information within the time prescribed may be cause for the City to deem the Bid non-responsive and the City may reject the Bid.Name of Bidder
SignatureNameTitleDated

END OF LIST OF SUBCONTRACTORS FORM
Concrete J & A Structures, Inc 1125 5th St.

Corona, CA 92879
1042551 1000999658 11.89
San Clemente
Alan Aristondo
CEO
8/30/2023
40 55452.01510\32905704.2
33 SECTION 00450

IRAN CONTRACTING ACT CERTIFICATION
SECTION 00450

IRAN CONTRACTING ACT CERTIFICATION
MUST BE SUBMITTED WITH BID PROPOSAL IF BID AMOUNT IS $1,000,000 OR MORE (Public Contract Code Section 2200 et seq.)
As required by California Public Contract Code Section 2204, the Contractor certifies subject to penalty for perjury that the option checked below relating to the Contractor's status in regard to the Iran Contracting Act of 2010 (Public Contract Code Section 2200 et seq.) is true and correct:
□ The Contractor is not:
(i) identified on the current list of persons and entities engaging in investment activities in Iran prepared by the California Department of General Services in accordance with subdivision (b) of Public Contract Code Section 2203; or
(ii) a financial institution that extends, for 45 days or more, credit in the amount of $20,000,000 or more to any other person or entity identified on the current list of persons and entities engaging in investment activities in Iran prepared by the California Department of General Services in accordance with subdivision (b) of Public Contract Code Section 2203, if that person or entity uses or will use the credit to provide goods or services in the energy sector in Iran. □ The City has exempted the Contractor from the requirements of the Iran Contracting Act of 2010 after making a public finding that, absent the exemption, the City will be unable to obtain the goods and/or services to be provided pursuant to the Contract. Documentation demonstrating the City’s exemption approval is attached.

Signed:

Titled:

Firm:

Date:

Note: In accordance with Public Contract Code Section 2205, false certification of this form shall be reported to the California Attorney General and may result in civil penalties equal to the greater of $250,000 or twice the Contract amount, termination of the Contract and/or ineligibility to bid on contracts for three years.

END OF IRAN CONTRACTING ACT CERTIFICATION
CEO
GCI Construction Inc.
8/30/2023
✔
41 □
55452.01510\32905704.2
34 SECTION 00460

PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION
SECTION 00460

PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION
Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations. See http://www.dir.ca.gov/PublicWorks/PublicWorks.html for additional information.

No bid will be accepted nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the Department of Industrial Relations to perform public work.

Bidder hereby certifies that it is aware of the registration requirements set forth in Labor Code sections 1725.5 and 1771.1 and is currently registered as a contractor with the Department of Industrial Relations.

Name of Bidder:

DIR Registration Number:

Bidder further acknowledges:

1. Bidder shall maintain a current DIR registration for the duration of the project.

2. Bidder shall include the requirements of Labor Code sections 1725.5 and 1771.1 in its contract with subcontractors and ensure that all subcontractors are registered at the time of bid opening and maintain registration status for the duration of the project.

3. Failure to submit this form or comply with any of the above requirements may result in a finding that the bid is non-responsive.

Name of Bidder
Signature
Name
Title
Dated

END OF PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION San Clemente
1000001150
GCI Construction Inc.

Alan Aristondo
CEO
8/30/2023
42 Job # / Description Contract Amt. Completion Date
LAGUNA BEACH COUNTY WATER DISTRICT Job No. 693 $ 252,750.00 IN PROGRESS JOHN KANESHIRO Valve Replacement Project
306 3rd St, W.O. 8123
Laguna Beach, CA 92651 Location:

O 949 494 1041 Various Locations in
[email protected] Laguna Beach, CA
CITY OF NORCO Job No. 690 $ 826,685.00 IN PROGRESS
SAM NELSON City of Norco MDP Lateral N-1G
2870 Clark Avenue
Norco, CA 92860 Location:

O 951 270 5607 7th & California St.,
[email protected] Norco, CA
INLAND EMPIRE UTILITIES AGENCY Job No. 688 $ 69,000.00 IN PROGRESS ALEX ESCOBAR Recharge Basin Clean Up of
6075 Kimball Avenue Illegal Dumping
Chino, CA 91709 Location:

O 818 439 8668 11396 Beech Avenue,
[email protected] Fontana, CA 92337
LAGUNA BEACH COUNTY WATER DISTRICT Job No. 683 $ 394,254.25 IN PROGRESS JOHN KANESHIRO Laguna Canyon Frontage Road
306 3rd St, Pipeline Project W.O.2402
Laguna Beach, CA 92651 Location:

O 949 494 1041 Laguna Canyon Rd & Laguna
[email protected] Canyon Frontage Road
Laguna Beach, CA 92651
YORBA LINDA WATER DISTRICT Job No. 682 $ 563,920.50 IN PROGRESS Ammar Tohmeh Stonehaven Water Main
1717 E. Miraloma Avenue Contract No. J-2018-28
Placentia, CA 92870 Location:

O 714-701-3000 Stonehaven Dr & Blue Mountain Dr
[email protected] Yorba Linda, CA
CITY OF BUENA PARK Job No. 681 $ 133,704.00 Sep-22
Cesar Ortiz Waterline Abandonment at Franklin
6650 Beach Blv Street and Stanton Avenue
Buena Park, CA Location:

Buena Park, CA
[email protected]
CITY OF LAGUNA NIGUEL Job No. 680 $ 34,800.00 Jul-22
Jeff Metz Niguel Road Low Flow Drainage
30111 Crown Valley Parkway 2nd Floor Project, Cash Contract No. 22-02 Laguna Niguel, CA Location:
949-362-4344 Niguel Rd & Charles Rd
[email protected] Laguna Niguel, CA
RANCHO CALIFORNIA WATER DISTRICT Job No. 677 $ 720,750.00 IN PROGRESS Rhona Barkey Madison Avenue Potable Water
42135 Winchester Rd, Pipeline Replacement
Temecula, CA 92590 Location:

O 951-296-6984 Madison Ave & Nick Ln
[email protected] Murrieta, CA
South Coast Water District Job No. 675 $ 389,335.20 Aug-22 Taryn Kjolsing Via Sacramento Water Main
31592 West Street Improvements Project
Laguna Beach, California Location:
949-342-1154 Via Sacramento &
[email protected] Via Espinoza, Dana Point CA
IRVINE RANCH WATER DISTRICT Job No. 667 $ 34,612.00 May-22 Thomas Bonkowski Trunk Sewer Relocation Within San
3512 Michelson Drive Diego Creek Near State Route 133
Irvine CA 92612 and Spectrum, PR 12125
O 949-453-5692 Location:

[email protected] 29135 Spectrum Irvine, CA
Trabuco Canyon Water District Job No. 665 $ 103,678.00 Jun-22 Lorrie Lausten OC Rescue Mission Service
32003 Dove Canyon Drive Relocation
Trabuco Canyon, CA 92679 Location:

El Toro Rd & Ridgeline Rd
[email protected] Lake Forest, CA
GCI CONSTRUCTION, INC.

REFERENCES FOR COMPLETED PROJECTS LIST
Customer Contact Information
43 I I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
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City of Norco/Onyx Paving Job No. 664 $ 172,850.00 Mar-22 Sam Nelson/Viviana Tran Hillside Avenue Pavement Project 2870 Clark Avenue
Norco, CA 92860 Location:

GCI Was a Sub to Onyx Hillside Avenue & Sixth St
[email protected]. / [email protected] Norco CA IRVINE RANCH WATER DISTRICT Job No. 663 $ 172,850.00 Feb-22 Mark Marcacci SR 55 FREEWAY WIDENING SEWER
3512 MICHEALSON DRIVE RELOCATION ON COWAN AVE
IRVINE CA 92612 Location:

COWAN AVE & SR 55 FWY
[email protected] IRVINE CA
IRVINE RANCH WATER DISTRICT Job No. 657 $ 98,680.00 Mar-22

TOM BONKOWSKI BAKER WATER TREATMENT PLANT
3512 MICHEALSON DRIVE SOLAR ARRAY DRAINAGE IMPROVEMNTS
IRVINE CA 92612 Location:
50 CIVIC CENTER DR
Tom Bonkowski <[email protected]> LAKE FOREST CA
Job No. 655 $ 397,900.00 Jan-22
JOHN KANESHIRO Fire Hydrant Replacement
306 3RD ST Project W.O. 8222
LAGUNA BEACH CA 92651 Location:

O 949 494 1041 VARIOUS LOCATIONS
[email protected] LAGUNA BEACH CA
IRVINE RANCH WATER DISTRICT Job No. 654 $ 272,130.00 Feb-22 TOM BONKOWSKI Morse Gillette Pipeline Replacement
3512 MICHEALSON DRIVE
IRVINE CA 92612 Location:
949-392-3311 Morse Ave and Gillette Ave
Tom Bonkowski <[email protected]> Irvine CA 92614
MESA WATER DISTRICT Job No. 652 $ 52,330.00 Sep-21
ROSS VARNIN MWRF Temp Water and Sewer
1965 Placentia Ave
Costa Mesa, CA 92627 Location:
949 631 1291
Ross Varin <[email protected]>
CITY OF NEWPORT BEACH/HOTLINE CONSTRUCTION Job No. 651 $ 180,000.00 Nov-21 MICHEAL SINACORI Balboa Island Sewer and Water
100 CIVIC CENTER DR Repairs
CITY OF NEWPORT BEACH, CA Location:
949 644 3309 BALBOA PIER
[email protected] NEWPORT BEACH
CITY OF SAN CLEMENTE Job No. 648 $ 249,750.00 Jan-22
AMIR ILKHANIPOUR Storm Drain Improvements
910 CALLE NEGOCIO Project. No 10016
SAN CLEMENTE CA 92673 Location:
949 361 6140 N El Camino Real and Camino
[email protected] San Clemente CA 92672
Job No. 644 $ 168,018.00 Oct-21
MICHEAL BENESH Iowa Pump Station Force
290 Paularino Avenue Main Replacement
Costa Mesa, CA 92626 Location:
ph (949) 645-8400 Iowa St
fax (949) 548-6516 Costa Mesa CA 92626
[email protected]
Job No. 638 $ 297,000.00 Nov-21
MICHEAL BENESH Installation of dual force main on
290 Paularino Avenue 19th St Costa Mesa
Costa Mesa, CA 92626 Location:
ph (949) 645-8400 19th St
fax (949) 548-6516 Costa Mesa CA 92627
[email protected]
Job No. 629 $ 50,500.00 Dec-21
GRANT KEENE 20412 Laguna Canyon Rd
1110 Glenneyre St. Water and Fire Service Installation
Laguna Beach, CA 92652 Location:
949 677 0668 20412 Laguna Canyon Rd
Grant Keene <[email protected]> Laguna Beach, CA 92651 Job No. 628 $ 69,570.00 Jun-21

MATTHEW SINACORI DANA POINT
33282 GOLDEN LANTERN VALVE REPLACEMENTS

CITY OF DANA POINT

LAGUNA BEACH WATER DISTRCT

COSTA MESA SANITARY DISTRICT

COSTA MESA SANITARY DISTRICT

DORNIN INVESTMENT GROUP
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DANA POINT CA 92629 Location:
949 248 3574 VARIOUS LOCATIONS
[email protected] DANA POINT CA
Job No. 627 $ 244,200.00 Apr-21

JOHN KANESHIRO MONTEREY WATERLINE
306 3RD ST REPLACEMENT
LAGUNA BEACH CA 92651 Location:

O 949 494 1041 MONTEREY DR
[email protected] LAGUNA BEACH CA
Job No. 626 $ 247,400.00 Dec-21

JOHN KANESHIRO VALVE REPLACEMENT
306 3RD ST Location:

LAGUNA BEACH CA 92651 VARIOUS LOCATIONS
O 949 494 1041 LAGUNA BEACH CA
[email protected]
Job No. 616 $ 1,621,600.00 March-22

MICHEAL BENESH PRESIDENT PUMP STATION
290 Paularino Avenue RECONSTRUCTION
Costa Mesa, CA 92626 Location:
ph (949) 645-8400 2034 PRESIDENT PL
fax (949) 548-6516 COSTA MESA CA
[email protected]
IRVINE RANCH WATER DISTRICT Job No. 612 $ 182,620.00 Oct-21

ALEX MURPHY BAKER WATER TREATMENT
3512 MICHEALSON DRIVE ENTRANCE IMPROVEMENTS
IRVINE CA 92612 Location:
949 361 6140 100 CIVIC CENTER DR
[email protected] LAKE FOREST CA
CITY OF SAN CLEMENTE Job No. 610 $ 393,802.50 Jan-21

AMIR ILKHANIPOUR NORTH EL CAMINO REAL STORM
910 CALLE NEGOCIO DAMAGE REPAIR
SAN CLEMENTE CA 92673 Location:
949 361 6140 N. El Camino Real
[email protected] San Clemente CA 92672
SANCON ENGINEERING/CITY OF NEWPORT BEACH Job No. 608 $ 146,713.05 Dec-20

RYAN HELMUTH BALBOA SEWER REPLACEMENT
5841 ENGINEER DR Location:

HUNTINGTON BEACH CA NORTH BAY FRONT & DIAMOND AVE
714 891 2323 NEWPORT BEACH CA
[email protected]
GERBSON BAKAR & ASSC. Oct-20
DAN VILLINES Job No. 604 $ 140,159.11
1 PARK NEWPORT 24" STORM DRAIN REHABILITATION
CITY OF NEWPORT BEACH, CA Location:
866 931-0344 1 PARK NEWPORT
Email: [email protected] NEWPORT BEACH, CA
CITY OF NEWPORT BEACH Job No. 596 $ 211,372.19 Jun-20

MICHEAL SINACORI SAND HAUL
100 CIVIC CENTER DR
CITY OF NEWPORT BEACH, CA Location:
949 644 3309 BALBOA PIER
Email: [email protected] NEWPORT BEACH
CITY OF NEWPORT BEACH Job No. 590 $ 484,056.45 Dec-20
ROBERT STEIN, P.E. ARCHES STORM DRAIN DRY
100 CIVIC CENTER DR WEATHER IMPROVEMENTS
CITY OF NEWPORT BEACH, CA Location:
949 644 3309 HOAG HOSPITAL & OLD
Email: [email protected] NEWPORT BOULEVARD
Irvine Ranch Water District Job No. 575 $ 88,567.51 Mar-20 Christian Kessler, P.M. Crystal Cove Pipeline
15600 Sand Canyon Ave. Diversion to Domestic Water
Irvine, CA 92618 Location:
ph (949)453-5300 3512 Michelson Dr.

Email: [email protected] Irvine, CA 92612
Emerald Bay Service District Job No. 571 $ 362,820.40 Feb. 2020 Mike Dunbar, G.M. Area 2 & 9 Storm Drain
600 Emerald Bay Improvement
Laguna Beach, CA 92651 Location:
ph (949)494-8572 546 Baywood Rd.

COSTA MESA SANITARY DISTRICT

LAGUNA BEACH WATER DISTRCT

LAGUNA BEACH WATER DISTRCT
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Email: [email protected] Laguna Beach, CA 92651 SANCON ENGINEERING/CITY OF NEWPORT BEACH Job No. 567 *2019

RYAN HELMUTH SEWER & SD REHABILITATIONS
5841 ENGINEER DR Location:

HUNTINGTON BEACH CA VARIOUS LOCATIONS
714 891 2323 NEWPORT BEACH CA
[email protected]
Laguna Beach Water District Job No. 569 $ 98,400.00 Dec. 2019 Dave Rusk, P.M. City Hall 6" Supply Line
308 Third St. Project- WO 2345
Laguna Beach, CA 92652 Location:
ph (949) 494-1041 505 Forest Ave.
fax (949)497-1021 Laguna Beach, CA 92651
Job No. 556 $ 805,729.00 Oct. 2019
Steve Cano, P.M. Canyon Pump Station
290 Paularino Avenue Rehabilitation and Sewer
Costa Mesa, CA 92626 Force Main Replacement
ph (949) 645-8400 Project No. 319 & 320
fax (949) 548-6516 Location:
[email protected] Canyon Drive & Wilson Street
Costa Mesa
Job No. 561 $ 354,971.00 Oct. 2019
Steve Cano, P.M. Bristol Street Sewer Siphon
290 Paularino Avenue Emergency Repair
Costa Mesa, CA 92626 Location:
ph (949) 645-8400 Bristol Street, Costa Mesa
fax (949) 548-6516
[email protected]
SOUTH COAST WATER DISTRICT Job No. 566 $ 95,000.00 Oct. 2019 31592 West Street Portal No. 4 - Manhole 1193
Laguna Beach, CA 92651 Laguna Beach
GENERAL CONTRACTOR: Location:

DRILL TECH DRILLING & SHORING, INC. 31792 Coast Highway Richard (Derek) McDonald Laguna Beach
ph (951) 277-9700
fax (951) 277-9701
CITY OF ORANGE Job No. 565 $ 37,949.00 Sept. 2019
Eduardo Lopez, PE Rattlesnake Trail Improvement
300 E. Chapman Avenue Project - Bid No. 189-29;
Orange, CA 92686 SP-3885
Ph 714-288-2475 Location:
7743 E. Lolita, Orange
City of Norco Job No. 563 $ 38,310.00 Aug. 2019
Sam Nelson P.M. Hammer Ave. (from Third to
2870 Clark Ave. Fifth St.) Street Improvement,
Norco, CA 92860 and Blackflow Device
ph (951) 270-5677 Improvements
Email: [email protected] Location:

Hammer Ave. From Third St.
to Fifth St., Norco
LAGUNA BEACH CO. WATER DISTRICT Job No. 564 $ 36,070.00 Aug. 2019 Dave Rusk, P.E. Jahraus Reservoir Water Quality
306 Third Street Management System-W.O. 2292
Laguna Beach, CA 92652 Location: Alta Laguna,
ph 949-494-1041 Laguna Beach
fax 949-497-1021
LAGUNA BEACH UNIFIED SCHOOL DISTRICT Job No. 559 $ 95,252.00 July 2019 Ryan Zajda, P.E. Sewer Repair - Blumont Street,
550 Blumont Street Laguna Beach
Laguna Beach, CA 92651 Location:

Ph 949-497-7700; ext 5213 Blumont St., Laguna Beach
[email protected]
LAGUNA BEACH UNIFIED SCHOOL DISTRICT Job No. 562 $ 54,643.00 June 2019 Ryan Zajda, P.E. Sewer Repair - Blumont Street,
550 Blumont Street T&M Location "B"
Laguna Beach, CA 92651 Location:

Ph 949-497-7700; ext 5213 Blumont St., Laguna Beach
[email protected]
LAGUNA BEACH CO. WATER DISTRICT Job No. 555 $ 338,420.00 May 2019 Dave Rusk, P.E. Valve Replacement Project
306 Third Street W.O. 8119

COSTA MESA SANITARY DISTRICT

COSTA MESA SANITARY DISTRICT
46 Laguna Beach, CA 92652 Location:
ph 949-494-1041 11 Various Locations in
fax 949-497-1021 Laguna Beach
MESA WATER DISTRICT Job No. 557 $ 24,500.00 April 2019
Karyn Igar, PE Reservoir 2 Fill Line Repairs
1965 Placentia Avenue Contract No. M19-104
Costa Mesa , CA 92627 Location: Reserservoir 2,
Ph 949-207-5452 2340 Orange Street
Costa Mesa
CITY OF NEWPORT BEACH Job No. 560 $ 115,250.00 April 2019 100 Civic Center Drive Buck Gully-Newport Beach
Newport Beach, CA 92660 Location:

Mike Sinacori, PE Buck Gully, Newport Beach
ph (949) 644-3311
Job No. 533 $ 348,130.00 March 2019
Lorrie Lausten, P.E. Via Allegre Lift Station
32003 Dove Canyon Drive Rehabilitation Project No. 1718-019 Trabuco Canyon, CA 92679 Location:
(949) 858-0277, ext. 130 31772 Via Allegre
fax (949) 858-3025 Trabuco Canyon
SANCON TECHNOLOGIES, INC. Job No. 549 $ 113,069.00 Feb. 2019 Mark Webe; Proj. Mgr. FY 17-18 Sewer Lining Project
5841 Engineer Drive Sancon Job No. T18024
Huntington Beach, CA 92649 Location:

Ph 714-412-3448 East "D" Street & 11th Street
Fax 714-891-2524 Colton
Job No. 553 $ 49,025.00 Feb. 2019
Steve Cano, P.M. California Street Lift Station
290 Paularino Avenue Piping Replacement
Costa Mesa, CA 92626 Location:
ph (949) 645-8400 California Street & Alaska Avenue
fax (949) 548-6516 Costa Mesa
[email protected]
CITY OF NORCO Job No. 540 $ 1,311,280.00 Feb. 2019
Sam Nelson Sewer Lift Stations
2870 Clark Avenue (Corono #1 and Valley View #8)
Norco, CA Improvement Project
(951) 270-5677 Location: Corona #1 -
Email: [email protected] 1230 Sedona Lane, Corona
Valley View #8 -
1388 Valley View Avenue, Norco
SANCON ENGINEERING, INC. Job No. 534 $ 246,005.00 Dec. 2018 Ryan Helmuth, Proj. Mgr. Storm Drain System Repair/
5841 Engineer Drive Rehabilitation Newport Beach
Huntington Beach, CA 92649 Location:

Ph 714-412-3448 Coast Hwy., Jamboree Road,
Fax 714-891-2524 Cliff Drive, Newport Beach
CITY OF REDLANDS Job No. 545 $ 308,004.00 Dec. 2018
Patrick Safari Lugonia Avenue Water Pipeline
35 Cajon Street, Suite 15-A Replacement Project
Redlands, CA 92373 Project No. 71345
(909) 798-7698 Location: Lugonia Avenue and
fax (909) 798-7670 Barbara Lane, Redlands
SANCON TECHNOLOGIES, INC. Job No. 551 $ 135,050.00 Nov. 2018 Mark Webe; Proj. Mgr. Lagunita Community Rehabilitation 5841 Engineer Drive Sancon Job No. T18003
Huntington Beach, CA 92649 Location:

Ph 714-412-3448 Lagunita, Laguna Beach
Fax 714-891-2524
IRVINE RANCH WATER DISTRICT Job No. 548 $ 326,425.00 Nov. 2018 15600 Sand Canyon Avenue 6-Inch Domestic Water Pipeline Irvine, CA 92618 Replacement to the Michelson Water
Tom Bonkowski, P.M. Recycling Plant Air Gap - PR07149
ph (949) 453-5692 Location: 5 Riparian View, Irvine
fax (949) 496-1244
CALIFORNIA POLYTECHNIC UNIVERSITY POMONA Job No. 474 $ 1,909,764.00 Nov. 2018 Bruyn Bevans Aministrative Replacement Project
3801 West Temple Avene Cal Poly Pomona
Pomona, CA 91768 Project #C2141
Construction Manager Location:

C. W. Driver Cal Poly Pomona
Jeff Marshall, P.M. 3801 West Temple Avenue

COSTA MESA SANITARY DISTRICT

TRABUCO CANYON WATER DISTRICT
47 468 North Rosemead Blvd. Pomona
Psasdena, CA 91107
ph (949) 244-0826
BEACH ROAD LLC Job No. 506 $ 16,360.00 Nov. 2018
Project Representative: Beach Road Parking Area
SGV Property Fund LLC - George Location:
119 E. Joseph Street 35341, 35345, & 35351 Beach Road
(562) 400-4473 Capistrano Beach, CA
Email: [email protected]
MOULTON NIGUEL WATER DISTRICT Job No. 522 $ 1,177,790.00 Oct. 2018 Ray McDowell, P.E. Mission Hospital 750 Zone Service
26161 Gordon Road Location:

Laguna Hills, CA Medical Center Road
ph (949) 425-3527 Mission Viejo
fax (949) 643-2489
IRVINE RANCH WATER DISTRICT Job No. 547 $ 195,558.00 Oct. 2018 15600 Sand Canyon Avenue Elderwood Sewer Upsizing
Irvine, CA 92618 PR10095
Alex Murphy, P.E. Location:
ph (949) 453-5863 25426 Elderwood
fax (949) 496-1244 Lake Forest
LAGUNA BEACH CO. WATER DISTRICT Job No. 550 $ 160,683.00 Sept. 2018 Dave Rusk, P.E. LBCWD-Three Fire Hydrant Replacements
306 Third Street Locations:

Laguna Beach, CA 92652 Lombardy Lane, Temple Terrace,
ph 949-494-1041 Anita Street and Gelleyre Street
fax 949-497-1021 at Brooks Street, Laguna Beach
City Job No. 529 $ 351,708.00 Aug. 2018
Eduardo Lopez, PE Orangewood Avenue Water
300 E. Chapman Avenue Quality Storm Drain Improvements
Orange, CA 92686 Project D-1720
Ph 714-288-2475 Location: Orangewood Avenue
and Katella Avenue, Orange
CITY OF SAN CLEMENTE Job No. 541 $ 189,327.00 Aug. 2018 Ken Knatz, P.E. Calle Redondel Storm Drain
910 Calle Negocio Improvement Project
San Clemente, CA 92673 Project No. 15005
ph (949) 361-6139 Location:
fax (949) 361-8316 Calle Redondel, San Clemente
CITY OF NEWPORT BEACH Job No. 503 $ 915,900.00 June 2018 100 Civic Center Drive Newport Beach Sand Replenishment Newport Beach, CA 92660 Maintenance-Contract No. 8309
Mike Sinacori Locations: Varioius
ph (949) 644-3311
Job 527 $ 265,975.00 June 2018
Steve Cano, P.M. CMSD Corporate Yard Expansion
290 Paularino Avenue Project No. 325
Costa Mesa, CA 92626 Location: Fairview Road and
ph (949) 645-8400 W. Wilson, Costa Mesa
fax (949) 548-6516
[email protected]
CITY OF BURBANK PUBLIC WORKS DEPT. Job No. 535 $ 458,320.00 May 2018 John Molinar Emergency Debris Basin
150 N. 3rd Street Cleanout - Burbank
Burbank, CA 91502
Ph 818-238-3919
Job No. 530 $ 38,479.00 April 2018
Steve Cano, P.M. Flow Meter Installation at Jahraus
290 Paularino Avenue and Summit Pump Stations
Costa Mesa, CA 92626 Location:
ph (949) 645-8400 Jahraus St. and Summit Way
fax (949) 548-6516 Laguna Beach
[email protected]
Job No. 516
Steve Cano, P.M. President Pump Station $ 673,530.00 January 2018 290 Paularino Avenue Sewer Force Main Replacement-#516
Costa Mesa, CA 92626 Location: Oak Street between
ph (949) 645-8400 Monrovia Ave. & Continental
fax (949) 548-6516 Costa Mesa
[email protected]
Job No. 511 $ 33,600.00 Sept. 2017
Lorrie Lausten, P.E. El Toro Force Main

COSTA MESA SANITARY DISTRICT

COSTA MESA SANITARY DISTRICT

TRABUCO CANYON WATER DISTRICT

COSTA MESA SANITARY DISTRICT
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32003 Dove Canyon Drive Valve Replacement
Trabuco Canyon, CA 92679
(949) 858-0277, ext. 130
fax (949) 858-3025
IRVINE RANCH WATER DISTRICT Job No. 512 $ 46,511.00 Aug. 2017 15600 Sand Canyon Avenue Michelson Sewer Force Main
Irvine, CA 92618 Improvements - Potholing
Tom Bonkowski, P.M. Locaion: Michelson Street
ph (949) 453-5692 and Carlson, Irvine
fax (949) 496-1244
Job No. 502 $ 145,115.00 Aug. 2017
Steve Cano, P.M. Adams Pump Station Electrical
290 Paularino Avenue Improvements Project No. 316
Costa Mesa, CA 92626 Location:
ph (949) 645-8400 Adams Avenue, Costa Mesa
fax (949) 548-6516
[email protected]
COSTA MESA SANITARY DISTRICT Job No. 496
Steve Cano, P.M. Victoria Pump Station Sewer Force $ 415,166.00 June 2017 290 Paularino Avenue Main Replacemen-Project No. 313
Costa Mesa, CA 92626 Victoria Street & Harbor Blvd.
ph (949) 645-8400 Costa Mesa
fax (949) 548-6516
[email protected]
CITY OF NEWPORT BEACH Job No. 503 $ 753,475.00 May 2017 100 Civic Center Drive Newport Beach Sand Replinishment Newport Beach, CA 92660 Maintenance-Contract No. 8309-1 Mike Sinacori Location: Fernleaf, Seashore St.,
ph (949) 644-3311 Park Ave., Pearl Ave., China Cove
Newpport Beach
IRVINE UNIFIED SCHOOL DISTRICT Job 509 $ 25,975.00 May 2017 Construction & Facilities Eastshore Elementary School
Bruce Monroe, PE R&R V-Ditch
100 Nightmist Location: Eastshore Elementary
Irvine, CA 92618 155 Eastshore Dr., Irvine
ph (949) 936-5317
fax(949) 936-5329
Job No. 482 $ 426,276.00 April 2017
Steve Cano, P.M. Force Main Replacement for
290 Paularino Avenue South Coast Plaza Pump Station
Costa Mesa, CA 92626 Project No. 200-C
ph (949) 645-8400 Location: South Coast Plaza
fax (949) 548-6516 3333 Bristol St., Costa Mesa
[email protected]
SANCON ENGINEERING Job No. 498 $ 161,501.00 March 2017
5841 Engineer Drive Sewer Rehabilitation at
Huntingon Beach, CA 92649 Aliso Creek Beach Park
Chuck Parsons Location:
ph (714) 891-2323 31131 Pacific Coast Hwy.,
fax(714) 891-2524 Laguna Beach
IRVINE RANCH WATER DISTRICT Job No. 497 $ 110,364.00 Feb 2017 15600 Sand Canyon Avenue San Joaquin Marsh Campus
Irvine, CA 92618 Sewer Lift Station Rehabilitation
Alex Murphy, P.E. PR 5186
ph (949) 453-5863 Location:
fax (949) 496-1244 15 Riparian View, Irvine
LAGUNA BEACH CO. WATER DISTRICT Job No. 487 $ 244,432.00 Feb 2017 Dave Rusk, P.E. 2016-2017 Fire Hydrant
306 Third Street Replacement Project
Laguna Beach, CA 92652 Location:
ph 949-494-1041 Upper Rim Rock Road
fax 949-497-1021 Laguna Beach
Job No. 467 $ 332,818.00 Feb 2017
Steve Cano, P.M. Elden Pump Station Valves and
290 Paularino Avenue Piping Replacement
Costa Mesa, CA 92626 Project No. 202
ph (949) 645-8400 Location:
fax (949) 548-6516 Elden Ave. & Mesa Dr., Costa Mesa
[email protected]
CITY OF NEWPORT BEACH Job No. 499 $ 59,816.00 Feb 2017
100 Civic Center Drive Balboa Pier Beach Sand
Newport Beach, CA 92660 Location:

Mike Sinacori Balboa Pier, Newport Beach

COSTA MESA SANITARY DISTRICT

COSTA MESA SANITARY DISTRICT

COSTA MESA SANITARY DISTRICT
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ph (949) 644-3311
CITY OF NEWPORT BEACH Job No. 484 $ 19,400.00 Jan. 2017 100 Civic Center Drive Balboa Island 12-Inch Storm Drain Newport Beach, CA 92660 Location:

Patrick Arciniega Marine Ave. and Park Ave.
ph (949) 644-3347 Newport Beach
Job No. 468 $ 247,720.00 Nov 2016
Steve Cano, P.M. Harbor Pump Station Sewer Force Main
290 Paularino Avenue Replacement at Wilson Street &
Costa Mesa, CA 92626 Harbor Boulevard-Project No. 200-B ph (949) 645-8400 Costa Mesa
fax (949) 548-6516
[email protected]
Job No. 464 $ 766,726.00 Nov 2016
Bryan Hong, P.E. 2015 Waterline Replacement
1717 E. Miraloma Avenue Contract No. J2014-12
Placentia, CA 92870 Location:
ph (714) 701-3105 Short Street, Lemon Drive,
fax (714) 777-8304 Meadowview Drive,
Yorba Linda
CITY OF NEWPORT BEACH Job No. 492 $ 39,816.00 Nov 2016
100 Civic Center Drive Alley Between 41st St. and
Newport Beach, CA 92660 42nd Street and Balboa
Steffen Catron Newport Beach
ph (949) 644-3311
CITY OF SAN CLEMENTE Job No. 473 $ 748,980.00 Oct. 2016 Ken Knatz, P.E. Highland Light Ductile Iron Pipeline
910 Calle Negocio Replacements - Project No. 14403
San Clemente, CA 92673 Location:
ph (949) 361-6139 Via Turqueza & Avenida Vista Hermosa, fax (949) 361-8316 Via Faisan & Via Teca, San Clemente
IRVINE UNIFIED SCHOOL DISTRICT Job No. 455 $ 1,544,504.00 Sept. 2016 Construction & Facilities Irvine Unified School District 100 Nightmist Maintenance & Operations Modernization
Irvine, CA 92618 Phase 1 - Bid Package No. 1 - Site Utilities Construction Manager Location:

Vanir Construction Management 100 Nightmist
Christa DeBour, P.M. Irvine, CA 92618
3200 Park Center Drive, Suite 320
Costa Mesa, CA 92626
ph (714) 850-1528
WASTE MANAGEMENT Job No. 436 $ 225,700.00 Aug. 2016
Kevin Walker Knock Down/Improt Bradley Landfill
9081 Tujunga Avenue Location:

Sun Valley, CA 91352 Bradley Landfill
ph (818) 968-0866 9081 Tujunga Avenue
email: [email protected] Sun Valley
CITY OF NEWPORT BEACH Job No. 479 $ 58,250.00 Aug. 2016 100 Civic Center Drive Cameo Shores Fire Hydrants
Newport Beach, CA 92660 Location:

Patrick Arciniega Cameo Shores and Hampden,
ph (949) 644-3347 Newport Beach
CITY OF NEWPORT BEACH Job No. 466 $ 273,170.00 June 2016 100 Civic Center Drive Water Main Replacement
Newport Beach, CA 92660 Goldenrod Avenue at
Mike Sinacori Coast Highway
ph (949) 644-3311 Newport Beach
CITY OF SAN CLEMENTE Job No. 465 $ 47,750.00 May 2016
Ken Knatz, P.E. WRP Sewer Line Upsizing for M02
910 Calle Negocio Treatment Project No. 16208
San Clemente, CA 92673 Location:
ph (949) 361-6139 Avenida Pico & Calle De Los Molinos
fax (949) 361-8316 San Clemente
ORANGE COUNTY WATER DISTRICT Job No. 454 $ 121,246.00 Nov. 2015 Audrey Perry, PM Lincoln Basin Testing Pipeline
18700 Ward Street
Fountain Valley, CA 92708 Location:
ph (714) 378-8245 Lincoln Avenue & Batavia Street
fax (714) 378-3373 Anaheim
TRABUCO CANYON WATER DISTRICT Job No. 463 $ 58,812.00 April 2016

COSTA MESA SANITARY DISTRICT

YORBA LINDA WATER DISTRICT
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Lorrie Lausten, P.E. Reclaimed Line Conversion
32003 Dove Canyon Drive On-Site (Nursery)
Trabuco Canyon, CA 92679 Location:
(949) 858-0277, ext. 130 Trabuco Canyon Rd. and
fax (949) 858-3025 Alta Vista Ranch, RSM
CITY OF NEWPORT BEACH Job No. 469 $ 72,812.00 April 2016 100 Civic Center Drive Balboa Avenue Water Main
Newport Beach, CA 92660 Replacement
Mike Sinacori Location: Balboa Ave. & PCH
ph (949) 644-3311 Newport Beach
Job No. 462 $ 29,234.00 March 2016
Lorrie Lausten, P.E. Reclaimed Line Conversion
32003 Dove Canyon Drive Off-Site
Trabuco Canyon, CA 92679 Location:
(949) 858-0277, ext. 130 Trabuco Canyon Rd. and
fax (949) 858-3025 Alta Vista Ranch, RSM
CITY OF SAN CLEMENTE Job No. 470 $ 25,759.00 March 2016 Greg Deist, P.E. Emergency Repair of 16" RW
910 Calle Negocio Pipe - Project No. 24401
San Clemente, CA 92673 Location: Vista Hermosa
ph (949) 361-6154 San Clemente
fax (949) 361-8316
EMERALD BAY SERVICES DISTRICT Job No. 460 $ 59,215.00 Feb 2016 Michael Dunbar, P.E. Emerald Bay Storm Drain at #68
600 Emerald Bay Emerald Bay (Beach Sewer
Laguna Beach, CA Lift Station)
ph (949) 494-8572 Location:

Engineer: Rob Hamers & Associates 68 Emerald Bay, Laguna Beach Rob Hamers
234 E. 17th Street, Suite 205
Costa Mesa, CA 92627
ph (949) 548-1192
fax (949) 548-6516
EMERALD BAY SERVICES DISTRICT Job No. 457 $ 153,706.00 Feb 2016 Michael Dunbar, P.E. Storm Drain Improvement at
600 Emerald Bay #105-#113 Emerald Bay
Laguna Beach, CA
ph (949) 494-8572 Location:

Engineer: Rob Hamers & Associates #105 to #113 Emerald Bay Drive Rob Hamers Emerald Bay
234 E. 17th Street, Suite 205 Laguna Beach
Costa Mesa, CA 92627
ph (949) 548-1192
fax (949) 548-6516
CITY OF CYPRESS Job No. 456 $ 101,665.00 Jan 2016
Dario Simones, P.E. Storm Drain Improvement
5275 Orange Avenue Project No. 115
Cypress, CA 90630 Location:
ph (714) 229-6694 5700 Orange Avenue, Cypress
fax (714) 229-0154
CITY OF WESTMINSTER Job No. 459 $ 37,000.00 Dec 2015
Tuan Pham, P.E. Springdale / Iroquois Catch Basins
8200 Westminster Blvd. Location:

Westminster, CA 92683 Springdale St. & Iroquois
ph (714) 548-3456 Westminster
fax (714) 895-4499
IRVINE UNIFIED SCHOOL DISTRICT Job No. 450 $ 108,252.00 November 2015 Construction & Facilities Irvine High School Classroom
100 Nightmist Addition-Sanitary Sewer Service
Irvine, CA 92618 Project #600N-3-14-861
Construction Manager Location:

Bernard's Irvine High School
Brooke Duncan, P.M. 4321 Walnut Avenue
4321 Walnut Avenue Irvine, CA 92604
Irvine, CA 92604
CITY OF ONTARIO Job No. 443 $ 959,066.00 October 2015
Dennis Mejia, P.E. Sewer Main Improvements
1425 Soutn Bon View Avenue Riverside Ave., Plaza Serena, Ontario, CA 91761 Bon View Ave., University of
ph 909-395-2609 La Verne
fax 909-395-2608 Contract No. UT 1314-06
CITY OF DANA POINT Job No. 453 $ 41,325.00 October 2015 Robert French, PE Coast Highway Storm Drain

TRABUCO CANYON WATER DISTRICT
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33282 Golden Lantern Replacement & Associated Work
Dana Point, CA 92629 Coast Hwy. & Camino Capistrano
ph (949) 337-0520 Dana Point
CITY OF SAN CLEMENTE Job No. 449 $236,522 August 2015
Ken Knatz, P.E. East Avenida Magdalena
910 Calle Negocio Water Line Upsize-Project No. 15403
San Clemente, CA 92673 Location:
ph (949) 361-6139 East Avenida Magdalena
fax (949) 361-8316 & Ardella Lane, San Clemente
LAGUNA BEACH CO. WATER DISTRICT Job No. 448 $64,302 June 2015 Dave Rusk, P.E. Emergency 2-Inch PVC Pipeline Repair
306 Third Street Rounsevel Terrace
Laguna Beach, CA 92652 Location:
ph 949-494-1041 Rounsevel Terrace
fax 949-497-1021 Laguna Beach
LAGUNA BEACH CO. WATER DISTRICT Job No. 444 $162,164 May 2015 Dave Rusk, P.E. 2014-2015 Valve & Fire Hydrant
306 Third Street Replacement Project-Phase II
Laguna Beach, CA 92652 Location:
ph 949-494-1041 5 Locations, City of Laguna Beach
fax 949-497-1021
Job No. 434 $284,316 April 2015
Lorrie Lausten, P.E. Shadow Rock Detention Basin Urban
32003 Dove Canyon Drive Water Recovery Project
Trabuco Canyon, CA 92679 Pump Station - Project No. 6147-B (949) 858-0277, ext. 130
fax (949) 858-3025 Shadow Rock Detention Basin
Job No. 438 $521,378 March 2015
Kirk Streets, Sen. P.M. Orange County Great Park
One Civic Center Plaza Interim Infrastructure
Irvine, CA 92623 Capital Improvement Project - CIP No. 371406 (949) 724-7554
[email protected] Orange County Great Park
Barranca Parkway & Technology Drive, Irvine
MOULTON NIGUEL WATER DISTRICT Job No. 428 $457,878 January 2015 Ray McDowell, P.E. La Paz / Moulton PW System
26161 Gordon Road Reconfiguration - CIP Proj. No. 2012.034 Laguna Hills, CA Location:
ph (949) 425-3527 La Paz Road, Moulton Parkway.
fax (949) 643-2489 & various locations, Laguna Hills
CITY OF DANA POINT Job No. 437 $195,596 January 2015
Robert French, PE Zarzito Formosa Storm Drain
33282 Golden Lantern Emergency Repair
Dana Point, CA 92629 Location:
ph (949) 337-0520 Zarzito St. & Formosa Dr.

Dana Point
CITY OF TUSTIN Job No. 425 $850,373 December 2014
Eric Johnson, P.E. Williams Street Storm Drain
300 Centennial Way Proj. CIP No. 50037
Tustin, CA 92780 Location:
ph (714) 573-3320 Williams Street , Tustin
fax (714)734-8991
ORANGE COUNTY WATER DISTRICT Job No. 431 $ 99,218.00 December 2014 Audrey Perry, PM Santiago Pipeline Access Project
18700 Ward Street Contract No. SC-2014-1
Fountain Valley, CA 92708 Location:
ph (714) 378-8245 CollinsStreet at Tustin Avenue
fax (714) 378-3373 Orange
Job No. 439 $ 68,400.00 December 2014
Steve Cano, P.M. Emergency Sewer Force Main Repair
628 W. 19th Street President Place, Costa Mesa
Costa Mesa, CA 92627
ph (949) 645-8400
fax (949) 548-6516
[email protected]
SADDLEBACK COLLEGE Job No. 433 $ 96,555.00 November 2014 Louis Sessler, Proj. Mgr. Emergency Waterline Repair
28000 Marguerite Parkway Saddleback College
Mission Viejo, CA 92692
ph (949) 582-4947
MOULTON NIGUEL WATER DISTRICT Job No. 429 $63,000 September 2014 Ray McDowell, P.E. Via Lomas Pipeline-Slope Repair
26161 Gordon Road Contract No. 13-14.037
Laguna Hills, CA Location:

CITY OF IRVINE
Location:

TRABUCO CANYON WATER DISTRICT
Location:

COSTA MESA SANITARY DISTRICT
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ph (949) 425-3527 Via Lomas, Laguna Hills
fax (949) 643-2489
Job No. 407 $602,972 September 2014
Steve Cano, P.M. Installation of Backup Power &
628 W. 19th Street Backup Pumping Capacity
Costa Mesa, CA 92627 Project No. 196-A
ph (949) 645-8400 Location:
fax (949) 548-6516 Victoria, Mendoza and Mesa Drive
[email protected] Costa Mesa
Job No. 421 $298,971 August 2014
Nick Renn, P.E. Crown Valley Park Water & Sewer
30111 Crown Valley Parkway Improvements
Laguna Niguel, CA 92677 Cash Contract No. 14-05
ph 949-362-4337 Location:
fax 949-362-4385 Crown Valley Community Park
29751 Crown Valley Pkwy, Laguna Niguel
CITY OF NEWPORT BEACH Job No. 426 $ 19,650.00 August 2014 100 Civic Center Drive Irrigation Services, Meters &
Newport Beach, CA 92660 Backflow - Dover Drive
Mike Sinacori Newport Beach
ph (949) 644-3311
LAGUNA BEACH CO. WATER DISTRICT Job No. 423 $111,694 July 2014 Dave Rusk, P.E. Emerald Bay Waterline
306 Third Street Replacement-1425 Kilkenny Road
Laguna Beach, CA 92652 Location:
ph 949-494-1041 1425 Kilkenny Road, Laguna Beach
fax 949-497-1021
Job No. 424 $90,652 July 2014
Steve Cano, P.M. Force Main Replacement at
628 W. 19th Street Mendoza Pump Station
Costa Mesa, CA 92627 Project No. 200-A
ph (949) 645-8400 Location:
fax (949) 548-6516 Mendoza Drive, Costa Mesa
[email protected]
CITY OF NEWPORT BEACH Job No. 427 $ 11,477.00 July 2014 100 Civic Center Drive Hydrant Relocation at
Newport Beach, CA 92660 Cornwall & Dover Drive
Mike Sinacori Newport Beach
ph (949) 644-3311
CITY OF SAN CLEMENTE Job No. 410 - Sarmentoso Pressure $204,686 May 2014 Ken Knatz, P.E. Reducing Station Rehabilitation
910 Calle Negocio Project No. 13406
San Clemente, CA 92673 Location:
ph (949) 361-6139 Sarmentoso & Riachuelo
fax (949) 361-8316 San Clemente
IRVINE RANCH WATER DISTRICT Job 405 - Initial Disinfection Facility 15600 Sand Canyon Avenue Chlorine Injection Line Replacement $1,087,178 April 2014 Irvine, CA 92618 PR 11669
Alex Murphy, P.E. Location:
ph (949) 453-5863 Susan Steet between Warner Ave.
fax (949) 496-1244 & Segerstrom Ave., Santa Ana
DANA POINT HEADLANDS HOA Job 416 - Sewer Pump Station $122,722 April 2014 Pravin Mody Dana Strand
34385 Dana Strand Road Location:

Dana Point, CA 92627 34385 Dana Strand Road
Consultant: Robin B Hamers & Associates Inc. Dana Point ph (949) 548-1192
fax (949-548-6516
CITY OF SAN CLEMENTE Job 415 - Avenida Vista Hermosa $134,248 April 2014 Amir Ilkhanipour, P.E. Emergency Water Line Repair
910 Calle Negocio Project No. 24401
San Clemente, CA 92673 Location:
ph (949) 361-6140 Avenida Vista Hermosa
fax (949) 361-8316 San Clemente
CITY OF SAN CLEMENTE Job 402 - Los Mares/Vaquero $901,906 December 2013 Amir Ilkhanipour, P.E. Storm Drain Upgrade
910 Calle Negocio Project No. 16001
San Clemente, CA 92673 Location:
ph (949) 361-6140 Camino De Los Mares &
fax (949) 361-8316 Avenida Vaquero, San Clemente
HARDY & HARPER, INC. Job 400 - Saddleback Church
Steve Krischner Parking Lot & Site Utilities $519,183 September 2013

COSTA MESA SANITARY DISTRICT

COSTA MESA SANITARY DISTRICT

CITY OF LAGUNA NIGUEL
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1312 E. Warner Avenue Location:

Santa Ana, CA 92705 Saddleback Church
ph 714-444-1851 1311 Calle Batido, San Clemente
fax 714-444-2801
LAGUNA BEACH CO. WATER DISTRICT Job 396 - Manzanita Drive $381,296 August 2013 Dave Rusk, P.E. Waterline Improvements
306 Third Street Location:

Laguna Beach, CA 92652 Manzanita Drive, Laguna Beach
ph 949-494-1041
fax 949-497-1021
LAGUNA BEACH CO. WATER DISTRICT Job 397-2-Inch PVC Waterline $496,581 August 2013 Dave Rusk, P.E. Improvements-Various Locations
306 Third Street Location:

Laguna Beach, CA 92652 various locations in the
ph 949-494-1041 City of Laguna Beach
fax 949-497-1021
CITY OF WESTMINSTER Job 392 - Residential Area 1 $1,294,522 May 2013 Tuan Pham, P.E. Storm Drain Improvements Project
8200 Westminster Blvd. Location:

Westminster, CA 92683 Westminster Avenue, Beach Blvd.,
ph (714) 548-3456 Pacific Avenue, 23rd Street,
fax (714) 895-4499 Westminster
CITY OF SAN CLEMENTE 395 - Well Treatment Backwash $187,631 May 2013 Ken Knatz, P.E. Pipeline and Vaquero Waterline
910 Calle Negocio Replacement-Proj. No. 24401
San Clemente, CA 92673 Location:
ph (949) 361-6139 Calle Bahia & Ave. Santa Margarita,
fax (949) 361-8316 and Ave. Vaquero, San Clemente
CITY OF SAN CLEMENTE 391 - Vista Cayenta Pressure $174,401 April 2013 Ken Knatz, P.E. Reducing Station Rehabilitation
910 Calle Negocio
San Clemente, CA 92673 Location:
ph (949) 361-6139 Vista Cayenta at Ave. Buena Suerte
fax (949) 361-8316 San Clemente
CITY OF WESTMINSTER 388 - Storm Drain and Water $254,700 February 2013 Tuan Pham, P.E. Improvements for Well No. 4 at
8200 Westminster Blvd. Elden F. Gillespie Park
Westminster, CA 92683 Location:
ph (714) 548-3456 McFadden Ave., Westminster
fax (714) 895-4499
CITY OF SAN CLEMENTE 386 - Alameda Storm Drain $131,648 February 2013 Greg Deist, P.E. Rehabilitation - Proj. No. 10011
910 Calle Negocio
San Clemente, CA 92673 Location:
ph (949) 361-6154 Alameda Lane
fax (949) 361-8316 San Clemente
CITY OF LA HABRA 390 - Portola Well Pipeline $543,127 December 2012 Brian Jones, P.M. Project - Proj. No. 2-W-12
201 E. La Habra Blvd.

La Habra, CA 90633 Location:
ph (562) 905-9792 Walnut St. & Acacia St.,
fax (562) 905-9643 La Habra
IRVINE RANCH WATER DISTRICT 382 - Modjeska Canyon Road $224,957 November 2012 15600 Sand Canyon Avenue Domestic Water Pipeline Relocation Irvine, CA 92618
Tom Bonkowski, P.M. Location:
ph (949) 453-5692 Modjeska Canyon Road east of
fax (949) 496-1244 Santiago Canyon Road
CITY OF SAN CLEMENTE 380 - San Gabriel Force Main $477,157 October 2012 Greg Deist, P.E. Rehabilitation - Proj. No. 12203
910 Calle Negocio
San Clemente, CA 92673 Location:
ph (949) 361-6154 El Camino Real from Ave. Cabrillo
fax (949) 361-8316 to Ave. Junipero, San Clemente
CITY OF BUENA PARK 378 - Storm Drain Replacement at $ 58,416.00 August 2012 Nabil S. Henein, P. E. 4695 St. Andrews Avenue
6650 Beach Boulevard Project No. 600
Buena Park, CA 90622
ph (714) 562-3685
fax(714) 562-3677
371 - Industry Hills Lake Loop Road $153,790 July 2012
John Ballas Potable Water System Booster

CITY OF INDUSTRY
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15625 E. Stafford Street, Ste. 100 Pump Station
City of Industry, CA 91744 Location:
ph (626) 333-2211 Handorf Road & Temple Ave.
fax (626) 961-6795 City of Industry
Engineer/Proj. Mgr.

CNC Engineering
Gerardo Perez, P.E.
255 N. Hacienda Blvd., Ste. 222
City of Industry, CA 91744
ph (626) 333-0336
fax (626) 336-7076
377 - Canyon Force Main $104,540 July 2012
Steve Cano, P.M.
628 W. 19th Street Location:

Costa Mesa, CA 92627 Wilson St. from Canyon Drive
ph (949) 645-8400 to Republic, Costa Mesa
fax (949) 548-6516
[email protected]
357-Circle Way Storm Drain & $1,050,702 Feb. 2012
Lisa Penna, P.E. Stairs Repair-CIP 364
505 Forest Avenue Location:

Laguna Beach, CA 92651 Circle Way, Laguna Beach
ph (949) 497-0792
fax (949) 497-0771
369-Irvine Force Main Rehabilitation $293,500 June 2012 Steve Cano, P.M.
628 W. 19th Street Location:

Costa Mesa, CA 92627 Mesa Drive in Costa Mesa
ph (949) 645-8400
fax (949) 548-6516
[email protected]
SOUTH COAST WATER DISTRICT 365-4A Potable Water $166,156 June 2012 Joe Sinacori, P.E. Reservoir Site Improvements
31592 West Street Location:

Laguna Beach, CA 92607 Baltic Sea Drive, Dana Point
ph (949) 499-4555
fax (949) 499-4256
IRVINE RANCH WATER DISTRICT 368-Meter & Valve Vault Lid $128,579 July 2012 15600 Sand Canyon Avenue Replacement-PR11358 & 31358
Irvine, CA 92618
Tom Bonkowski, P.M. Location:
ph (949) 453-5692 Various locations in Irvine,
fax (949) 496-1244 Newport Beach,
374-Daniger Road Drainage $83,251 June 2012
John R. Kort, P.E. Improvements
2301 N. Glassell Street
Orange, CA 92865 Location:
ph (714) 955-0231 Daniger Road & Coralwood Dr.
fax (714) 667-7551 Cowan Heights
376-Relocation of Water $9,938 June 2012
John R. Kort, P.E. Laterals & Fire Hydrant Valve
2301 N. Glassell Street for Daniger Road Drainage
Orange, CA 92865 Location:
ph (714) 955-0231 Daniger Road & Coralwood Dr.
fax (714) 667-7551 Cowan Heights
353-FedEx Ground Rialto Hub $921,031 April 2012
1000 Fedex Drive and Local City Expansion Ph. 5
Moon Township, PA 15108
General Contractor Location:

Questar Construction 330 Resource Drive
Greg Manary Bloomington, CA
20062 SW Birch Street, Ste. 300
Newport Beach, CA 92660
ph (949) 250-0060
fax (949) 250-0070
SOUTH COAST WATER DISTRICT 364- Valve Replacements $347,327 March 2012 Joe Sinacori, P.E. Contract No. 11-01-0055
31592 West Street Location:

Laguna Beach, CA 92607 16 Locations in the cities of
ph (949) 499-4555 Laguna Beach, Dana Point,
fax (949) 499-4256 San Clemente
370 - Skyline Drive Storm Drain $115,940 March 2012
Hiram T. Downard Phase III
1152 Fruit Street

COUNTY OF ORANGE

COUNTY OF ORANGE/OC PUBLIC WORKS

COSTA MESA SANITARY DISTRICT

CITY OF LAGUNA BEACH

COSTA MESA SANITARY DISTRICT

COUNTY OF ORANGE/OC PUBLIC WORKS

FEDEX GROUND
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Santa Ana, CA 92701 Location:
ph (714) 567-7812 Skyline Dr. @ Raquet Hill
fax (714) 567-7813 Santa Ana
General Contractor
Bitech construction Co., Inc.

Benjamin Kim, P.M.
5241 Lincoln Avenue, Ste. #A-6
Cypress, CA 90630
ph (714) 229-1477
fax (714) 229-1489
367 - Chestnut & Virgil Waters Way $104,379 Jan. 2012
John Ballas Drainage
15625 E. Stafford Street, Ste. 100
City of Industry, CA 91744 Location:
ph (626) 333-2211 Chestnut & Virgil Waters Way.
fax (626) 961-6795 Curl Court, City of Industry
Engineer/Proj. Mgr.

CNC Engineering
Dale Masl, P.E.
255 N. Hacienda Blvd., Ste. 222
City of Industry, CA 91744
ph (626) 333-0336
fax (626) 336-7076
CITY OF SAN CLEMENTE 355-Reservoir No. 4 Pipeline $276,080 Nov. 2011 Greg Deist, P.E. Replacement Project
910 Calle Negocio
San Clemente, CA 92673 Location:
ph (949) 361-6154 Avenida Columbo & Avenida
fax (949) 361-8316 Salvador, San Clemente
CITY OF TUSTIN 354-Mitchell Avenue Storm $791,512 Nov. 2011 Eric Johson, P.E. Drain - CIP No. 50035
300 Centennial Way
Tustin, CA 92780 Location:
ph (714) 573-3320 Mitchell Ave. between Redhill
fax (714) 734-8991 & Newport Ave., Tustin
CITY OF SAN CLEMENTE 359-San Gabriel Pump Station $81,463 Oct. 2011 Greg Deist, P.E. Sewer Pipe Replacement
910 Calle Negocio Proj. No. 24200
San Clemente, CA 92673 Location:
ph (949) 361-6154 Avenida San Gabriel &
fax (949) 361-8316 El Camino Real, San Clemente
337-Emergency Pumpout $342,059 Sept. 2011
Hank Samaripa Facilities/Anaheim Interconnect
4622 Plumosa Drive Project
Yorba Linda, CA 92885-0309 Location:
(714) 701-3105 Six various sites in the Cities of
fax (714) 777-8304
DEL AMO CONSTRUCTION, INC. 352-St. Margaret's Edison $120,116 Aug. 2011 Kenney Wiley Line Excavate & Backfill
23840 Madison Street
Torrance, CA 90505 Location:
ph (310) 378-6203 St. Margaret's School
fax (310) 378-4663 31511 La Novia Avenue
San Juan Capistrano
IRVINE RANCH WATER DISTRICT 351-Handy Creek Bridge $223,321 Aug. 2011 15600 Sand Canyon Avenue Distribution Main Crossing
Irvine, CA 92618
Randy Sundberg, P.E. Location:
ph (949) 453-5551 Orange Park Blvd. &
fax (949) 496-1244 Handy Creek , Orange
KIEWIT 349-Replacement of Bitter $148,270 June 2011
John Reynolds Point Pump Station Project
10704 Shoemaker Road
Santa Fe Springs, CA 90670 Location:
ph (562) 946-1816 Bitter Point Pump Station
fax (562) 946-3823 5810 W. Pacific Coast Hwy.

Newport Beach
334-Santiago Canyon Road $285,383 April 2011
Tim Nguyen, P.E. Storm Drain Repair
1152 E. Fruit Street
Santa Ana, CA 92702-4048 Location:
ph (714) 567-7829 Santiago Canyon Road north
fax (714) 567-7813 of Gertner Estate Rd., Trabuco
Yorba Linda & Anaheim

CITY OF INDUSTRY

COUNTY OF ORANGE/OC PUBLIC WORKS

YORBA LINDA WATER DISTRICT
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THREE ARCH BAY COMMUNITY SERVICES DIST.

Drew Harper 314 Vista De Catalina Storm Drain $723,602 Feb. 2011 5 Bay Drive Improvement Project
Laguna Beach, CA 92651 Location:
ph (949) 851-1015 Vista De Catalina and
Project Mgmt.: Vista Del Sol, Laguna Beach
Gamache Construction Services
Randy Gamache
20201 SW Birch Street, Ste. 240
Newport Beach, CA 92660
ph (949) 599-6516
[email protected]
CITY OF SAN JUAN CAPISTRANO 329 Equipping of Eastern Wells $842,054 Feb. 2011 Joe Mankawich, P.M. CIP No. 08802
32400 Paseo Adelanto Location:

San Juan Capistrano, CA 92675 Calle Arroyo,
ph (949) 493-1171 San Juan Capistrano
fax (949) 493-1053
CITY OF ANAHEIM 312 Parkview Pump Station Extension $1,600,744 Dec. 2010 Michael Fileccia Location:
200 S. Anaheim Blvd. 6731 E. Walnut Canyon Road
Anaheim, CA 92805 Anaheim
ph (714) 765-4427
fax (714) 765-4199
CITY OF NEWPORT BEACH 331 Newport Beach Civic Center $247,880 Dec. 2010 3300 Newport Boulevard & Park Project
Newport Beach, CA 92663 Location:

Mike Sinacori Avocado Ave. & San Miguel Dr.
ph (949) 644-3311 Newport Beach
Project Mgr.

C. W. Driver
Rick Shafer, P.E.
15615 Alton Parkway, Suite 150
Irvine, CA 92618
ph (949) 261-5100
fax (949) 261-5167
327 Orange Coast College Student $240,054 Nov. 2010
Ardith Richey Swing Space-Bid No. 1974
1370 Adams Avenue Grading/Site Utilities/Asphalt
Costa Mesa, CA 92626 Location:
ph (714) 438-4673 2701 Fairview Road
fax (714) 438-4893 Costa Mesa
Project Mgr.

C. W. Driver
Randy Rankin, P.E.
15615 Alton Parkway, Suite 150
Irvine, CA 92618
ph (949) 261-5100
fax (949) 261-5167
IRVINE RANCH WATER DISTRICT 321 Recycled Water Service Lateral $250,250 Nov. 2010 15600 Sand Canyon Avenue & On-Site Recovery Systems
Irvine, CA 92618 Location:

Luminita Popescu Newport Coast Dr. & Sage Hill
ph (949) 453-5787 Newport Beach
fax (949) 476-2854
IRVINE RANCH WATER DISTRICT 330 Relocation of Backflow Devices $224,848 Nov. 2010 15600 Sand Canyon Avenue in Irvine Business Complex
Irvine, CA 92618 Project No. 11449
Randy Sundberg Location:
ph (949) 453-5551 Murphy Ave. & McGaw Ave.. Irvine
fax (949) 496-1244
CITY OF LAGUNA WOODS 328 El Toro Road Storm Drain $323,282 Sept. 2010 24264 El Toro Road Improvements
Laguna Woods, CA 92637 Location:

Dennis Nelson Avenida Sevilla, Laguna Woods
ph (949) 639-0500
fax (949) 639-0591
EL TORO WATER DISTRICT 317 Reduced High Zone Hydraulic $425,473 July 2010 24251 Los Alisos Blvd. Improvements Project
Lake Forest, CA 92630 Location:

Dennis Cafferty 1) Via San Rafael & Via Iglesia, Laguna Woods ph (949) 837-7050 2) Tital St. & Horse Trail, Aliso Viejo fax (949) 837-7092
CALIFORNIA STATE UNIVERSITY 306 North Deukmejian Way $1,308,551 Dec. 2009 LONG BEACH Replace Road & Utilities

COAST COMMUNITY COLLEGE DISTRICT
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Mike Kelly Location:
1250 Bellflower Blvd. 1250 Bellflower Blvd.

Long Beach, CA 90840 Long Beach
ph (562) 985-8160
fax (562) 985-7539
CITY OF VILLA PARK Cannon Street Slough Wall $238,679 Oct. 2009 Joe O'Neil and Slope Upgrade
17855 Santiago Blvd. Location:

Villa Park, CA Cannon Street & Serrano,
ph (714) 998-1500 Villa Park
fax (714) 998-1508
CITY OF SAN CLEMENTE La Placentia, Calle Campo & $273,617 April 2009 Ken Knatz Revuelta Court Pipe Connection
910 Calle Negocio
San Clemente, CA 92673 Location:
ph (949) 361-6139 La Placentia, Calle Campo,
fax (949) 361-8316 Revuelto Ct., San Clemente
SOUTH COAST WATER DISTRICT 262 Pines Park Pipeline $408,975 Dec. 2008 Joe Sinacori, P.E.
31592 West Street Location:

Laguna Beach, CA 92607 Pines Park on Camino Capistrano
ph (949) 499-4555 & Calle Loma, Dana Point
fax (949) 499-4256
CITY OF GARDEN GROVE 269 Cardinal Circle Sewer Improvements $536,159 Nov. 2008 Samuel Kim (Project No. 7810)
11222 Acacia Avenue Garden Grove Sanitary District
Garden Grove, CA 92843 Location:
ph (714) 741-5534 Cardinal Circle & Trask Avenue
fax(714) 741-5578 Garden Grove
228 Orange Coast College East/West $2,402,031 July 2007 Ardith Richey Utility Upgrade Phase I-Underground Utilities 1370 Adams Avenue 245 Orange Coast College East/West $1,678,938 Costa Mesa, CA 92626 Utility Upgrade Phase II-Demo/Earthwork/Grading ph (714) 438-4673 233 District Administration Building Complex $739,850 fax (714) 438-4893 Bid No. 1920-Underground Utilities
296 Orange Coast College Softball Field $126,419 April 2009 327 OCC Student Center Swing Space $260,245 August 2010 Bid No. 1974-Grading/Site Utilities/Asphalt
Location:

Orange Coast College
1370 Adams Avenue
Costa Mesa
250 Tustin Library $1,016,413 August 2008
Ross Harvey
2355 Main Street, Suite 220 Location:

Irvine, CA 92614 345 E. Main Street, Tustin
ph (949) 250-1500
fax(949) 955-1662
277 Cerritos College - Ph III $458,784 August 2008
Attn: Bovis
11110 E. Alondra Blvd. Location:

Norwalk, CA 90650 Studebaker Rd. south of
ph (562) 860-2451 Alondra Blvd., Norwalk
Minako America Corp. (General Contractor)
Moses Khalili (310) 516-8100, fax (310) 516-7404
234 Irvine Station Parking $971,685 Dec. 2007
Eddie Kim Structure
8195 E. Kaiser Blvd.

Anaheim Hills, CA 92808 Location:
ph (714) 279-3232 Barranca Pkwy. & Ada, Irvine
fax(714) 921-4135
243 Domestic Water Interconnection $734,808 Dec. 2007
Billy Stewart (IRWD Zone 4/LAWD Zone 1)
15600 Sand Canyon Avenue
Irvine, CA 92618 Location:
(949) 453-5610 Bake Pkwy. & Toledo Way
fax (949) 453-5354 Irvine
$ 647,805.00 Nov. 2007
Projects
Laguna Beach, CA 92652 Location:

Various locations in the
LAGUNA BEACH COUNTY WATER DISTRICT 236 2006-2007 Capital Improvements BOMEL CONSTRUCTION COMPANY, INC.

IRVINE RANCH WATER DISTRICT

COAST COMMUNITY COLLEGE DISTRICT

CERRITOS COMMUNITY COLLEGE DIST
306 Third Street
(949) 494-1041

GKK WORKS
Jim Nester
58 City of Laguna Beach
240 Brenan Way Drainage Improvements $524,681 Oct. 2007 Hiram Downard, Rick Allen & Pavement Overlay
1152 E. Fruit Street
Santa Ana, CA 92702-4048 Location:
(714) 567-7812 Brenan Way at Auburn Ave.
fax (714) 567-7813 Tustin
244 Second Harvest Food Bank $435,744 Oct. 2007
John Curci
101Shipyard Way, Suite A Location:

Newport Beach, CA 92663
(949) 723-0147 Irvine
fax (949) 723-0126
235 Dry Season Water Recovery Project $738,414 Oct. 2007 Hector Ruiz, P.E. Dove Creek & Tick Creek Urban Water
32003 Dove Canyon Drive Pump Stations
Trabuco Canyon, CA 92679 Location:
(949) 858-0277
fax (949) 858-3025 off access road, Trabuco Canyon
239 24-Inch & 30-Inch Storm Drain $443,610 August 2007
Hank Samaripa Miraloma Ave. & Van Buren St.
4622 Plumosa Drive
Yorba Linda, CA 92885-0309 Location:
(714) 701-3105 Miraloma Ave. from Van Buren St. to
fax (714) 777-8304
Placentia
223 Urban Runoff Diversions $1,019,323 April 2007
Fred Shahidi
Water Quality Department Location:
505 Forest Avenue 5 various locations in
Laguna Beach, CA 92651 Laguna Beach
(949) 497-0345
fax (949) 494-1864
218 "New" Chino Hills Community Park $3,013,132 Feb. 2007 Douglas E. Barnhart, Inc. (Construction Mgr.) & Eucalyptus Avenue Extension Charles Brown - Bid Pkg. #2 Site Utilities
2001 Grand Avenue Location:

Chino Hills,CA 91709 Eucalyptus Ave. & Peyton Dr.
(909) 364-2856 Chino Hills
fax (909) 364-2695
221 Canyon Acres Drive Storm Drain $2,745,588 Jan. 2007 Steve May
505 Forest Avenue Location:

Laguna Beach, CA 92651
(949) 497-3311 Laguna Beach
fax (949) 497-0771
216 Orange-Olive Road & Heim Avenue $ 679,145.00 Nov. 2006 Improvements
Location:

Orange-Olive Rd. & Heim Ave.

Orange
222 Woodbury Elementary School $892,244 Dec. 2006
Lloyd Linton
14600 Sand Canyon Avenue Location:

Irvine, CA 92618 Revival & Great Lawn, Irvine
(949) 936-5305
C. W. Driver (Construction Mgr.)
Jason Tarulli (949) 261-5100, fax (949) 261-5167
212 226th Street Extension and Storm Drain $1,418,373 Sept. 2006 Jacki Niemi
21815 Pioneer Blvd. Location:

Hawaiian Gardens, CA 90716 226th Street Extension from Arline Ave.to (562) 420-2641 Devlin Ave./226th St. Storm Drain from
fax (562) 496-3708 Arlin Ave. to Artesia-Norwalk Channel Hawaiian Gardens
202 Ramp Widening at Red Hill Avenue $987,980 July 2006 Off-Ramp, Tustin
Jose Berrios - Caltrans Resident Engineer
3251-1/4 University Drive Location:

Irvine, CA 92612 Red Hill Ave. NB Off-Ramp @
fax (949) 497-1021

TRABUCO CANYON WATER DISTRICT
7040 Trabuco Rd.,MCAD Bldg 319
Las Brisas, Van Buren St. from
End of Barneburg @ Sycamore Canyon Dr.

COUNTY OF ORANGE RDMD

YORBA LINDA WATER DISTRICT

IRVINE UNIFIED SCHOOL DISTRICT
fax (714) 744-5573
D B A C, INC.
(714) 744-5531
Street, Sewer, and Storm Drain

CITY OF HAWAIIAN GARDENS
DEPARTMENT OF TRANSPORTATIONCALTRANS

CITY OF LAGUNA BEACH
Miraloma Ave.to Sierra Vista Ave.

Canyon Acres Dr. & Laguna Canyon Road
300 E. Chapman Avenue
Orange, CA 92866

CITY OF CHINO HILLS

CITY OF LAGUNA BEACH

CITY OF ORANGE
Randy Nguyen, P.E.
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(949) 509-5023 5 Freeway, Tustin
fax (949) 509-5027
181 Mariners, China Cove and 62nd Street $1,713,296 Dec. 2005 Mike Sinacori Wastewater Pump Station Rehabilitation
3300 Newport Boulevard Including Fernleaf Avenue Street Improvements Newport Beach, CA 92663 Contract No. 3585
(949) 644-3311 Location:
fax (949) 644-3318 China Cove & Fernleaf
62nd St., Newport Beach
191 Turtle Ridge K-8 (Vista Verde) School $888,382 Sept. 2005 Lloyd Linton
14600 Sand Canyon Avenue Location:

Irvine, CA 92618 4 Federation Way, Irvine
(949) 936-5305
C. W. Driver (Construction Mgr.)
Mark Kenney (949) 261-5100, fax (949) 261-5167

IRVINE UNIFIED SCHOOL DISTRICT

CITY OF NEWPORT BEACH
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55452.01510\32905704.2
38 SECTION 00610

PERFORMANCE BOND
SECTION 00610

PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS:

THAT WHEREAS, the City of San Clemente (hereinafter referred to as “City”) has awarded to ____________________________________________________, (hereinafter referred to as the “Contractor”) an agreement for ___________________________________________________ (hereinafter referred to as the “Project”).

WHEREAS, the work to be performed by the Contractor is more particularly set forth in the Contract Documents for the Project dated ________________, (hereinafter referred to as “Contract Documents”), the terms and conditions of which are expressly incorporated herein by reference; and
WHEREAS, the Contractor is required by said Contract Documents to perform the terms thereof and to furnish a bond for the faithful performance of said Contract Documents.

NOW, THEREFORE, we, _______________________________________________________, the undersigned Contractor and __________________________________________as Surety, a corporation organized and duly authorized to transact business under the laws of the State of California, are held and firmly bound unto the City in the sum of _________________DOLLARS and ____CENTS ($_________________________), said sum being not less than one hundred percent (100%) of the total amount of the Contract, for which amount well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Contractor, 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 agreements in the Contract Documents and any alteration thereof made as therein provided, on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill all obligations including, if provided as part of the Contract Documents, the one-year guarantee of all materials and workmanship; and shall indemnify and save harmless the City, its officers and agents, as stipulated in said Contract Documents, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

As a condition precedent to the satisfactory completion of the Contract Documents, unless otherwise provided for in the Contract Documents, the guarantee obligation shall hold good for a period of one (1) year after the acceptance of the work by City, during which time if Contractor shall fail to make full, complete, and satisfactory repair and replacements and totally protect the City from loss or damage resulting from or caused by defective materials or faulty workmanship the above obligation in penal sum thereof shall remain in full force and effect. However, anything in this paragraph to the contrary notwithstanding, the obligations of Surety hereunder shall continue so long as any obligation of Contractor remains. Nothing herein shall limit the City’s rights or the Contractor or Surety’s obligations under the Contract Documents, law or equity, including, but not limited to, California Code of Civil Procedure section 337.15. 61 SECTION 00610

PERFORMANCE BOND
55452.01510\32905704.2
39 SECTION 00610

PERFORMANCE BOND
Whenever Contractor shall be, and is declared by the City to be, in default under the Contract Documents, the Surety shall remedy the default pursuant to the Contract Documents, or shall promptly, at the City’s option:
(1) Take over and complete the Project in accordance with all terms and conditions in the Contract Documents; or
(2) Obtain a bid or bids for completing the Project in accordance with all terms and conditions in the Contract Documents and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a contract between such bidder, the Surety and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract Documents and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents. (3) Permit the City to complete the Project in any manner consistent with California law and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract Documents and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents.

Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Contractor.

Surety shall not utilize Contractor in completing the Project nor shall Surety accept a bid from Contractor for completion of the Project if the City, when declaring the Contractor in default, notifies Surety of the City’s objection to Contractor’s further participation in the completion of the Project.

The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project to be performed thereunder shall in any way 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 Contract Documents or to the Project and the provisions of Section 2819 and 2845 of the California Civil Code. Without limiting the foregoing, such changes, extensions of time and alterations or additions shall include, but are not limited to, changes or alterations to the Contract Documents (including, without limitation, an increase in the total dollar amount of the Contract Documents), extensions of time, or modifications of the time, terms, or conditions of payment to the Contractor.

IN WITNESS WHEREOF, we have hereunto set our hands and seals this _______ day of __________________________, 20___.
62 SECTION 00610

PERFORMANCE BOND
55452.01510\32905704.2
40 SECTION 00610

PERFORMANCE BOND

CONTRACTOR/PRINCIPAL
(Corporate Seal of Contractor/ _________________________________________ Principal, if a Corporation) Name of Contractor/Principal (Type or Print) By: ___________________________________
Name (Signature)
___________________________________
Name (Type or Print)
___________________________________
Title (Type or Print)
SURETY
(Seal of Surety) _________________________________________ Name of Surety (Type or Print)
By:____________________________________
Attorney-In-Fact
Signatures of those signing for the Contractor and Surety must be notarized and evidence of corporate authority attached.

The rate of premium on this bond is ____________ per thousand. The total amount of premium charges, $_______________________________.
(The above must be filled in by corporate attorney.)

THIS IS A REQUIRED FORM
Any claims under this bond may be addressed to:
(Name and Address of Surety) ___________________________________________ ___________________________________________
___________________________________________
(Name and Address of Agent or ___________________________________________ Representative for service of ___________________________________________ process in California, if different ___________________________________________ from above)
(Telephone number of Surety and ___________________________________________ Agent or Representative for service ___________________________________________ of process in California) ___________________________________________ 63 SECTION 00610

PERFORMANCE BOND
55452.01510\32905704.2
41 SECTION 00610

PERFORMANCE BOND
Notary Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

STATE OF CALIFORNIA
COUNTY OF ______________
On , 20___, before me, _______________________________, Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature of Notary Public

OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document.

CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ˜ Individual
˜ Corporate Officer
Title(s) Title or Type of Document
˜ Partner(s) ˜ Limited
˜ General Number of Pages
˜ Attorney-In-Fact
˜ Trustee(s)
˜ Guardian/Conservator Date of Document
˜ Other:

Signer is representing:

Name Of Person(s) Or Entity(ies)
Signer(s) Other Than Named Above
NOTE: A copy of the Power-of-Attorney to local representatives of the bonding company must be attached hereto.

END OF PERFORMANCE BOND
64 55452.01510\32905704.2
42 SECTION 00620

PAYMENT BOND
SECTION 00620

PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS That
WHEREAS, the City of San Clemente (hereinafter designated as the “City”), by action taken or a resolution passed ___________ , 20____ has awarded to ______________________________ ______________________________ hereinafter designated as the “Principal,” a contract for the work described as follows: ________________________________________ ____________________________________________________________ (the “Project”); and WHEREAS, the work to be performed by the Principal is more particularly set forth in the Contract Documents for the Project dated ________________, (hereinafter referred to as “Contract Documents”), the terms and conditions of which are expressly incorporated herein by reference; and
WHEREAS, said Principal is required to furnish a bond in connection with said Contract Documents; providing that if said Principal or any of its Subcontractors shall fail to pay for any materials, provisions, provender, equipment, or other supplies used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Code or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of said Principal and its Subcontractors with respect to such work or labor, the Surety on this bond will pay for the same to the extent hereinafter set forth.

NOW THEREFORE, we, the Principal and __________________________________________ as Surety, are held and firmly bound unto the City in the penal sum of _ DOLLARS and
CENTS ($_________________________) lawful money of the United States of America, 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.

THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his or its subcontractors, heirs, executors, administrators, successors or assigns, shall fail to pay any of the persons named in Section 9100 of the Civil Code, fail to pay for any materials, provisions or other supplies, used in, upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, or amounts due under the Unemployment Insurance Code with respect to work or labor performed under the Contract Documents, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department or Franchise Tax Board from the wages of employees of the contractor and his subcontractors pursuant to Section 18663 of the Revenue and Taxation Code, with respect to such work and labor the Surety or Sureties will pay for the same, in an amount not exceeding the sum herein above specified, and also, in case suit is brought upon this bond, all litigation expenses incurred by the City in such suit, including reasonable attorneys’ fees, court costs, expert witness fees and investigation expenses.

This bond shall inure to the benefit of any of the persons named in Section 9100 of the Civil Code so as to give a right of action to such persons or their assigns in any suit brought upon this bond. 65 SECTION 00620

PAYMENT BOND
55452.01510\32905704.2
43 It is further stipulated and agreed that the Surety on this bond shall not be exonerated or released from the obligation of this bond by any change, extension of time for performance, addition, alteration or modification in, to, or of any contract (including the Contract Documents), plans, specifications, or agreement pertaining or relating to any scheme or work of improvement herein above described, or pertaining or relating to the furnishing of labor, materials, or equipment therefore, nor by any change or modification of any terms of payment or extension of the time for any payment pertaining or relating to any scheme or work of improvement herein above described, nor by any rescission or attempted rescission or attempted rescission of the Contract Documents, agreement or bond, nor by any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement or under the bond, nor by any fraud practiced by any person other than the claimant seeking to recover on the bond and that this bond be construed most strongly against the Surety and in favor of all persons for whose benefit such bond is given, and under no circumstances shall Surety be released from liability to those for whose benefit such bond has been given, by reason of any breach of contract between the owner or City and original contractor or on the part of any obligee named in such bond, but the sole conditions of recovery shall be that claimant is a person described in Section 9100 of the Civil Code, and has not been paid the full amount of his claim and that Surety does hereby waive notice of any such change, extension of time, addition, alteration or modification herein mentioned.

Notwithstanding any other provision of this bond, it is expressly understood, acknowledged and agreed that it shall provide all of the protections required by California Civil Code Sections 9550 through 9566, including the specific coverage protections required by Section 9554.

REMAINDER OF PAGE LEFT INTENTIONALLY BLANK

SIGNATURES ON FOLLOWING PAGE

66 SECTION 00620

PAYMENT BOND
55452.01510\32905704.2
44 IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and Surety above named, on the _____ day of ______________________ 20______ the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative pursuant to authority of its governing body.

CONTRACTOR/PRINCIPAL
(Corporate Seal of Contractor/ _________________________________________ Principal, if a Corporation) Name of Contractor/Principal (Type or Print) By: ___________________________________
Name (Signature)
___________________________________
Name (Type or Print)
___________________________________
Title (Type or Print)
SURETY
(Seal of Surety) _________________________________________ Name of Surety (Type or Print)
By:____________________________________
Attorney-In-Fact

67 SECTION 00620

PAYMENT BOND
55452.01510\32905704.2
45 Notary Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

STATE OF CALIFORNIA
COUNTY OF ______________
On , 20___, before me, _______________________________, Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature of Notary Public

OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document.

CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ˜ Individual
˜ Corporate Officer
Title(s) Title or Type of Document
˜ Partner(s) ˜ Limited
˜ General Number of Pages
˜ Attorney-In-Fact
˜ Trustee(s)
˜ Guardian/Conservator Date of Document
˜ Other:

Signer is representing:

Name Of Person(s) Or Entity(ies)
Signer(s) Other Than Named Above
NOTE: A copy of the Power-of-Attorney to local representatives of the bonding company must be attached hereto.

END OF PAYMENT BOND
68 55452.01510\32905704.2
46 SECTION 00700

GENERAL CONDITIONS
SECTION 00700

GENERAL CONDITIONS
ARTICLE 1. DEFINITIONS
a. Acceptable, Acceptance or words of similar import shall be understood to be the acceptance of the Engineer and/or City.
b. Act of God is an earthquake in excess of a magnitude of 3.5 on the Richter scale and tidal waves.
c. Approval means written authorization by Engineer and/or City. d. Contract Documents includes all documents as stated in the Contract. e. City and Contractor are those stated in the Contract. The terms City and Owner may be used interchangeably.
f. Day shall mean working day unless otherwise specifically designated. g. Engineer shall mean the City Manager, or his or her designee, of the City, acting either directly or through properly authorized agents, such as agents acting within the scope of the particular duties entrusted to them. Also sometimes referred to as “City’s Representative” or “Representative” in the Contract Documents. h. Equal, Equivalent, Satisfactory, Directed, Designated, Selected, As Required and similar words shall mean the written approval, selection, satisfaction, direction, or similar action of the Engineer and/or City.
i. Indicated, Shown, Detailed, Noted, Scheduled or words of similar meaning shall mean that reference is made to the drawings, unless otherwise noted. It shall be understood that the direction, designation, selection, or similar import of the Engineer and/or City is intended, unless stated otherwise. j. Install means the complete installation of any item, equipment or material. k. Material shall include machinery, equipment, manufactured articles, or construction such as form work, fasteners, etc., and any other classes of material to be furnished in connection with the Contract. All materials shall be new unless specified otherwise.
l. Perform shall mean that the Contractor, at Contractor’s expense, shall take all actions necessary to complete The Work, including furnishing of necessary labor, tools, and equipment, and providing and installing Materials that are indicated, specified, or required to complete such performance.
m. Project is The Work planned by City as provided in the Contract Documents. n. Provide shall include provide, complete in place, that is furnish, install, test and make ready for use.
69 SECTION 00700

GENERAL CONDITIONS
55452.01510\32905704.2
47 SECTION 00700

GENERAL CONDITIONS
o. Recyclable Waste Materials shall mean materials removed from the Project site which are required to be diverted to a recycling center rather than an area landfill.

Recyclable Waste Materials include but are not necessarily limited to asphalt, concrete, brick, concrete block, and rock.
p. Specifications means that portion of the Contract Documents consisting of the written requirements for materials, equipment, construction systems, standards and workmanship for the work. Except for Sections 1-8 of the Standard Specifications for Public Works Construction (“Greenbook”), 2018 Edition, which are specifically excluded from incorporation into these Contract Documents, the Work shall be done in accordance with the Greenbook, including all current supplements, addenda, and revisions thereof, as well as other applicable standards which may be referenced in the Contract Documents. In the case of conflict between the Greenbook and the Contract Documents, the Contract Documents shall prevail.
q. The Work means the entire improvement planned by City pursuant to the Contract Documents.
r. Work means labor, equipment and materials incorporated in, or to be incorporated in the construction covered by the Contract Documents.

ARTICLE 2. CONTRACT DOCUMENTS
a. Intent of Contract Documents. The intent of the Contract Documents is to prescribe a complete work of improvement which Contractor shall perform or cause to be performed in a manner acceptable to the Engineer and in full compliance with all codes and the terms of this Agreement. Contractor shall complete a functional or operable improvement or facility, even though the Contract Documents may not specifically call out all items of work required for the Contractor to complete its tasks, incidental appurtenances, materials, and the like.

If any omissions are made of information necessary to carry out the full intent and meaning of the Contract Documents, Contractor shall immediately seek approval of the Engineer for furnishing detailed instructions. Further, prior to commencing performance of any work hereunder, Contractor shall cooperate with and assist the City to identify and make any refinements to the description and scope of the work that may be necessary to achieve City’s goals hereunder. In the event of any doubt or question arising regarding the true meaning of any of the Contract Documents or any portion thereof, reference shall be made to the Engineer whose decision thereon shall be final.
b. Interpretations. The Contract Documents are intended to be fully cooperative and to be complementary. If Contractor observes that any documents are in conflict, the Contractor shall promptly notify the Engineer in writing. In case of conflicts between the Contract Documents, the order of precedence shall be as follows:
1) Change Orders or Work Change Directives
2) Addenda
70 SECTION 00700

GENERAL CONDITIONS
55452.01510\32905704.2
48 SECTION 00700

GENERAL CONDITIONS
3) Special Provisions (or Special Conditions)
4) Technical Specifications
5) Plans (Contract Drawings)
6) Contract
7) General Conditions
8) Instructions to Bidders
9) Notice Inviting Bids
10) Contractor’s Bid Forms
11) Greenbook Standard Specifications (Sections 1-8 Excluded) 12) Standard Plans
13) Reference Documents
With reference to the Drawings, the order of precedence shall be as follows:
1) Figures govern over scaled dimensions
2) Detail drawings govern over general drawings
3) Addenda or Change Order drawings govern over Contract Drawings 4) Contract Drawings govern over Standard Drawings
5) Contract Drawings govern over Shop Drawings
c. Conflicts in Contract Documents. Notwithstanding the orders of precedence established above, in the event of conflicts, the higher standard shall always apply. d. Organization of Contract Documents. Organization of the Contract Documents into divisions, sections, and articles, and arrangement of drawings shall not control the Contractor in dividing The Work among subcontractors or in establishing the extent of Work to be performed by any trade.

ARTICLE 3. CONTRACTS DOCUMENTS: COPIES & MAINTENANCE
Contractor will be furnished, free of charge, two (2) copies of the Contract Documents. Additional copies may be obtained at cost of reproduction.

Contractor shall maintain a clean, undamaged set of Contract Documents at the Project site. 71 SECTION 00700

GENERAL CONDITIONS
55452.01510\32905704.2
49 SECTION 00700

GENERAL CONDITIONS
ARTICLE 4. DETAIL DRAWINGS AND INSTRUCTIONS
a. Examination of Contract Documents. Before commencing any portion of The Work, Contractor shall again carefully examine all applicable Contract Documents, the Project site and other information given to Contractor as to materials and methods of construction and other Project requirements. Contractor shall immediately notify the Engineer of any potential error, inconsistency, ambiguity, conflict or lack of detail or explanation. If Contractor performs, permits, or causes the performance of any Work which is in error, inconsistent or ambiguous, or not sufficiently detailed or explained, Contractor shall bear any and all resulting costs, including, without limitation, the cost of correction. In no case shall the Contractor or any subcontractor proceed with Work if uncertain as to the applicable requirements.
b. Additional Instructions. After notification of any error, inconsistency, ambiguity, conflict or lack of detail or explanation, the Engineer will provide any required additional instructions, by means of drawings or other written direction, necessary for proper execution of Work.
c. Quality of Parts, Construction and Finish. All parts of The Work shall be of the best quality of their respective kinds and the Contractor must use all diligence to inform itself fully as to the required construction and finish. In no case shall Contractor proceed with The Work without obtaining first from the Engineer such Approval may be necessary for the proper performance of Work.
d. Contractor’s Variation from Contract Document Requirements. If it is found that the Contractor has varied from the requirements of the Contract Documents including the requirement to comply with all applicable laws, ordinances, rules and regulations, the Engineer may at any time, before or after completion of the Work, order the improper Work removed, remade or replaced by the Contractor at the Contractor’s expense.

ARTICLE 5. EXISTENCE OF UTILITIES AT THE WORK SITE
a. City has endeavored to determine the existence of utilities at the Project site from the records of the owners of known utilities in the vicinity of the Project. The positions of these utilities as derived from such records are shown on the Plans. b. Only limited excavations were made to verify the locations shown for underground utilities. No guarantee is made or implied that the information is complete or accurate. It shall be the Contractor’s responsibility alone to determine the exact location of underground utilities or substructures of every nature and to protect them from damage.
c. The service connections to these utilities are not shown on the plans. It shall be the responsibility of the Contractor to determine the exact location of all service connections and, if necessary, Contractor shall arrange for the relocation of service connections. The Contractor shall make its own investigations, including exploratory excavations, to determine the locations and type of service connections, prior to commencing Work which could result in damage to such 72 SECTION 00700

GENERAL CONDITIONS
55452.01510\32905704.2
50 SECTION 00700

GENERAL CONDITIONS
utilities. The Contractor shall immediately notify City in writing of any utility discovered in a different position than shown on the Plans or which is not shown on the Plans.
d. All water meters, water valves, fire hydrants, electrical utility vaults, telephone vaults, gas utility valves, and other subsurface structures shall be relocated or adjusted to final grade by the Contractor. Locations of existing utilities shown on the Plans are approximate and may not be complete. The Contractor shall be responsible for coordinating its Work with all utility companies during the construction of The Work. The Contractor will not be entitled to damages or additional payment for delays attributable to utility relocations or alterations e. Notwithstanding the above, pursuant to Section 4215 of the Government Code, City has the responsibility to identify, with reasonable accuracy, main or trunkline facilities on the plans and specifications. In the event that main or trunkline utility facilities are not identified with reasonable accuracy in the plans and specifications made a part of the invitation for bids, City shall assume the responsibility for their timely removal, relocation, or protection.
f. Contractor, except in an emergency, shall contact the appropriate regional notification center, Southern California Underground Service Alert at 1-800-227- 2600 at least two working days prior to commencing any excavation if the excavation will be performed in an area which is known, or reasonably should be known, to contain subsurface installations other than the underground facilities owned or operated by City, and obtain an inquiry identification number from that notification center. No excavation shall be commenced or carried out by the Contractor unless such an inquiry identification number has been assigned to the Contractor or any subcontractor of the Contractor and City has been given the identification number by the Contractor.

ARTICLE 6. SCHEDULE
a. Planned Schedule. Contractor shall prepare a proposed Project schedule and shall submit this for approval to the Engineer at the pre-construction meeting or as otherwise provided in the Special Provisions. The Engineer shall promptly provide written acceptance of the proposed schedule, or notify Contractor that the proposed schedule is not acceptable with accompanying explanation. In such case Contractor shall revise and re-submit an updated schedule within five (5) working days of the Engineer’s notification. The receipt or Approval of any schedules by the Engineer or City shall not in any way relieve the Contractor of its obligations under the Contract Documents. The Contractor is fully responsible to determine and provide for any and all staffing and resources at levels which allow for good quality and timely completion of the Project. Contractor’s failure to incorporate all elements of Work required for the performance of the Contract or any inaccuracy in the schedule shall not excuse the Contractor from performing all Work required for a completed Project within the specified Contract time period. If the required schedule is not received by the time the first payment under the Contract is due, Contractor shall not be paid until the schedule is received, reviewed and accepted by the Engineer.
73 SECTION 00700

GENERAL CONDITIONS
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51 SECTION 00700

GENERAL CONDITIONS
b. Schedule Contents. The schedule shall allow enough time for inclement weather.

The schedule shall specify the progression of activities from the date of the Notice to Proceed to the end of the Contract Time, indicate the beginning and completion dates of all phases of construction; the order in which the Contractor proposes to carry out the work, critical path for all critical, sequential time related activities; and “float time” for all “slack” or “gaps” in the non-critical activities. The schedule shall include appropriate time allowances and constraints for submittals, permits, inspections, performance and material testing, and work that may be required by others for the completion of the Contractor’s work. The schedule shall clearly identify all staffing and other resources which in the Contractor’s judgment are needed to complete the Project within the time specified for completion. The schedule(s) submitted shall be consistent in all respects with the completion time requirements and any order of work requirements set forth in the Contract Documents.
c. Schedule Updates. Contractor shall continuously update its construction schedule, and shall provide to the Engineer full information in advance as to the Contractor’s plans for carrying out any part of the work. Contractor shall submit an updated and accurate construction schedule to the Engineer whenever requested to do so by Engineer and with each progress payment request. The Engineer may withhold progress payments or other amounts due under the Contract Documents if Contractor fails to submit an updated and accurate construction schedule.

ARTICLE 7. SUBSTITUTIONS
a. Pursuant to Public Contract Code Section 3400(b) City may make a finding that is described in the invitation for bids that designates certain products, things, or services by specific brand or trade name.
b. Unless specifically designated in the Contract Documents, whenever any material, process, or article is indicated or specified by grade, patent, or proprietary name or by name of manufacturer, such Specifications shall be deemed to be used for the purpose of facilitating the description of the material, process or article desired and shall be deemed to be followed by the words “or equal.” Contractor may, unless otherwise stated, offer for substitution any material, process or article which shall be substantially equal or better in every respect to that so indicated or specified in the Contract Documents. However, City may have adopted certain uniform standards for certain materials, processes and articles. c. Contractor shall submit requests, together with substantiating data, for substitution of any “or equal” material, process or article no later than thirty-five (35) days after award of the Contract. To facilitate the construction schedule and sequencing, some requests may need to be submitted before thirty-five (35) days after award of Contract. Provisions regarding submission of “or equal” requests shall not in any way authorize an extension of time for performance of this Contract. If a proposed “or equal” substitution request is rejected, Contractor shall be responsible for providing the specified material, process or article. The burden of proof as to the equality of any material, process or article shall rest with the Contractor. City has the complete and sole discretion to determine if a material, 74 SECTION 00700

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process or article is an “or equal” material, process or article that may be substituted.
d. Data required to substantiate requests for substitutions of an “or equal” material, process or article data shall include a signed affidavit from the Contractor stating that, and describing how, the substituted “or equal” material, process or article is equivalent to that specified in every way except as listed on the affidavit.

Substantiating data shall include any and all illustrations, specifications, and other relevant data including catalog information which describes the requested substituted “or equal” material, process or article, and substantiates that it is an “or equal” to the material, process or article. The substantiating data must also include information regarding the durability and lifecycle cost of the requested substituted “or equal” material, process or article. Failure to submit all the required substantiating data, including the signed affidavit, to City in a timely fashion will result in the rejection of the proposed substitution.
e. The Contractor shall bear all of City’s costs associated with the review of substitution requests.
f. The Contractor shall be responsible for all costs related to a substituted “or equal” material, process or article.
g. Contractor is directed to the Special Conditions (if any) to review any findings made pursuant to Public Contract Code section 3400.

ARTICLE 8. SHOP DRAWINGS
a. Contractor shall check and verify all field measurements and shall submit with such promptness as to provide adequate time for review and cause no delay in his own Work or in that of any other contractor, subcontractor, or worker on the Project, six (6) copies of all shop or setting drawings, calculations, schedules, and materials list, and all other provisions required by the Contract. Contractor shall sign all submittals affirming that submittals have been reviewed and approved by Contractor prior to submission to Engineer. Each signed submittal shall affirm that the submittal meets all the requirements of the Contract Documents except as specifically and clearly noted and listed on the cover sheet of the submittal. b. Contractor shall make any corrections required by the Engineer, and file with the Engineer six (6) corrected copies each, and furnish such other copies as may be needed for completion of the Work. Engineer’s approval of shop drawings shall not relieve Contractor from responsibility for deviations from the Contract Documents unless Contractor has, in writing, called Engineer’s attention to such deviations at time of submission and has secured the Engineer’s written Approval.

Engineer’s Approval of shop drawings shall not relieve Contractor from responsibility for errors in shop drawings.

ARTICLE 9. SUBMITTALS
a. Contractor shall furnish to the Engineer for approval, prior to purchasing or commencing any Work, a log of all samples, material lists and certifications, mix 75 SECTION 00700

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designs, schedules, and other submittals, as required in the specifications. The log shall indicate whether samples will be provided in accordance with other provisions of this Contract.
b. Contractor will provide samples and submittals, together with catalogs and supporting data required by the Engineer, to the Engineer within a reasonable time period to provide for adequate review and avoid delays in the Work. c. These requirements shall not authorize any extension of time for performance of this Contract. Engineer will check and approve such samples, but only for conformance with design concept of work and for compliance with information given in the Contract Documents. Work shall be in accordance with approved samples and submittals.

ARTICLE 10. MATERIALS
a. Except as otherwise specifically stated in the Contract Documents, Contractor shall provide and pay for all materials, labor, tools, equipment, water, lights, power, transportation, superintendence, temporary constructions of every nature, and all other services and facilities of every nature whatsoever necessary to execute and complete this Contract within specified time.
b. Unless otherwise specified, all materials shall be new and the best of their respective kinds and grades as noted and/or specified, and workmanship shall be of good quality.
c. Materials shall be furnished in ample quantities and at such times as to ensure uninterrupted progress of The Work and shall be stored properly and protected as required by the Contract Documents. Contractor shall be entirely responsible for damage or loss by weather or other causes to materials or Work. d. No materials, supplies, or equipment for Work under this Contract shall be purchased subject to any chattel mortgage or under a conditional sale or other agreement by which an interest therein or in any part thereof is retained by the seller or supplier. Contractor warrants good title to all material, supplies, and equipment installed or incorporated in the work and agrees upon completion of all work to deliver the Project, to City free from any claims, liens, or charges. e. Materials shall be stored on the Project site in such manner so as not to interfere with any operations of City or any independent contractor.

ARTICLE 11. CONTRACTOR’S SUPERVISION
Contractor shall continuously keep at the Project site, a competent and experienced full-time Project superintendent approved by City. Superintendent must be able to proficiently speak, read and write in English. Contractor shall continuously provide efficient supervision of the Project. 76 SECTION 00700

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ARTICLE 12. WORKERS
a. Contractor shall at all times enforce strict discipline and good order among its employees. Contractor shall not employ on the Project any unfit person or any one not skilled in the Work assigned to him or her.
b. Any employee of the Contractor whom City determines is incompetent or unfit shall be removed from this Project.

ARTICLE 13. SUBCONTRACTORS
a. Contractor agrees to bind every subcontractor to the terms of the Contract Documents as far as such terms are applicable to subcontractor’s portion of The Work. All subcontracts entered into by Contractor relating to any of the Work under this Contract shall comply with and be limited to the extent required by Civil Code section 2872.05. Contractor shall be as fully responsible to City for the acts and omissions of its subcontractors and of persons either directly or indirectly employed by its subcontractors, as Contractor is for acts and omissions of persons directly employed by Contractor. Nothing contained in these Contract Documents shall create any contractual relationship between any subcontractor and City. b. City reserves the right to Approve all subcontractors. City’s Approval of any subcontractor under this Contract shall not in any way relieve Contractor of its obligations in the Contract Documents.
c. Prior to substituting any subcontractor listed in the Bid Forms, Contractor must comply with the requirements of the Subletting and Subcontracting Fair Practices Act pursuant to California Public Contract Code section 4100 et seq.

ARTICLE 14. PERMITS AND LICENSES
Permits and licenses necessary for prosecution of The Work shall be secured and paid for by Contractor, unless otherwise specified in the Contract Documents. a. Contractor shall obtain and pay for all other permits and licenses required for The Work, including excavation permit and for plumbing, mechanical and electrical work and for operations in or over public streets or right of way under jurisdiction of public agencies other than City.
b. The Contractor shall arrange and pay for all off-site inspection of the Work related to permits and licenses, including certification, required by the specifications, drawings, or by governing authorities, except for such off-site inspections delineated as City's responsibility pursuant to the Contract Documents. c. Before Acceptance of the Project, the Contractor shall submit all licenses, permits, certificates of inspection and required approvals to City. 77 SECTION 00700

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ARTICLE 15. UTILITY USAGE
a. All temporary utilities, including but not limited to electricity, water, gas, and telephone, used on the Work shall be furnished and paid for by Contractor.

Contractor shall Provide necessary temporary distribution systems, including meters, if necessary, from distribution points to points on The Work where the utility is needed. Upon completion of The Work, Contractor shall remove all temporary distribution systems.
b. Contractor shall provide necessary and adequate utilities and pay all costs for water, electricity, gas, oil, and sewer charges required for completion of the Project.
c. All permanent meters Installed shall be listed in the Contractor’s name until the Work is accepted.
d. If the Contract is for construction in existing facilities, Contractor may, with prior written Approval of City, use City’s existing utilities by compensating City for utilities used by Contractor.

ARTICLE 16. INSPECTION FEES FOR PERMANENT UTILITIES
All inspection fees and other municipal charges for permanent utilities including, but not limited to, sewer, electrical, phone, gas, water, and irrigation shall be paid for by City. Contractor shall be responsible for arranging the payment of such fees, but inspection fees and other municipal fees relating to permanent utilities shall be paid by City. Contractor may either request reimbursement from City for such fees, or shall be responsible for arranging and coordination with City for the payment of such fees.

ARTICLE 17. TRENCHES
a. Trenches Five Feet or More in Depth. The Contractor shall submit to City, in advance of excavation, a detailed plan showing the design of shoring, bracing, sloping or other provisions to be made for worker protection from the hazard of caving ground during the excavation of any trench or trenches five feet or more in depth. If the plan varies from shoring system standards, the plan shall be prepared by a registered civil or structural engineer. The plan shall not be less effective than the shoring, bracing, sloping, or other provisions of the Construction Safety Orders, as defined in the California Code of Regulations.
b. Excavations Deeper than Four Feet. If work under this Contract involves digging trenches or other excavation that extends deeper than four feet below the surface, Contractor shall promptly, and before the following conditions are disturbed, notify 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 provisions of existing law.
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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 work of the character provided for in the Contract.

City shall promptly investigate the conditions, and if it finds that the conditions do so materially differ, or do involve hazardous waste, and cause a decrease or increase in Contractor’s cost of, or the time required for, performance of any part of The Work, shall issue a change order under the procedures described in the Contract Documents.

In the event that a dispute arises between City and the Contractor as to 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 Contract, but shall proceed with all Work to be performed under the Contract. Contractor shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the parties.

ARTICLE 18. DIVERSION OF RECYCLABLE WASTE MATERIALS
Per the City’s solid waste reduction and recycling requirements found in Chapter 8.69 of the Municipal Code of the City of San Clemente, the Contractor must reuse, recycle, or divert at least 75% of construction and demolition (C&D) debris generated on this project. Contractor must either: a) contract for solid waste handling services from the City's authorized franchise solid waste hauler (CR&R Waste Services, www.crrwasteservices.com, 877-728-0446) and provide written evidence that the City's franchise waste hauler will be providing C&D material collection services to Contractor for this project; or b) submit a Waste Management Plan and associated fee and deposit per the Waste Management Plan requirements found in Appendix 4. All costs incurred for these waste diversion efforts shall be the responsibility of the Contractor.

ARTICLE 19. REMOVAL OF HAZARDOUS MATERIALS
Should Contractor encounter material reasonably believed to be polychlorinated biphenyl (PCB) or other toxic wastes and hazardous materials which have not been rendered harmless at the Project site, the Contractor shall immediately stop work at the affected Project site and shall report the condition to City in writing. City shall contract for any services required to directly remove and/or abate PCBs and other toxic wastes and hazardous materials, if required by the Project site(s), and shall not require the Contractor to subcontract for such services. The Work in the affected area shall not thereafter be resumed except by written agreement of City and Contractor.

ARTICLE 20. SANITARY FACILITIES
Contractor shall provide sanitary temporary toilet buildings for the use of all workers. All toilets shall comply with all applicable federal, state and local laws, codes, ordinances, and regulations.

Toilets shall be kept supplied with toilet paper and shall have workable door fasteners. Toilets shall be serviced no less than once weekly and shall be present in a quantity of not less than 1 per 20 workers as required by CAL-OSHA regulation. The toilets shall be maintained in a sanitary 79 SECTION 00700

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condition at all times. Use of toilet facilities in The Work under construction shall not be permitted.

Any other Sanitary Facilities required by CAL-OSHA shall be the responsibility of the Contractor.

ARTICLE 21. AIR POLLUTION CONTROL
Contractor shall comply with all air pollution control rules, regulations, ordinances and statutes.

All containers of paint, thinner, curing compound, solvent or liquid asphalt shall be labeled to indicate that the contents fully comply with the applicable material requirements.

Without limiting the foregoing, Contractor must fully comply with all applicable laws, rules and regulations in furnishing or using equipment and/or providing services, including, but not limited to, emissions limits and permitting requirements imposed by the South Coast Air Quality Management District (SCAQMD) and/or California Air Resources Board (CARB). Although the SCAQMD and CARB limits and requirements are more broad, Contractor shall specifically be aware of their application to "portable equipment", which definition is considered by SCAQMD and CARB to include any item of equipment with a fuel-powered engine. Contractor shall indemnify City against any fines or penalties imposed by SCAQMD, CARB, or any other governmental or regulatory agency for violations of applicable laws, rules and/or regulations by Contractor, its subcontractors, or others for whom Contractor is responsible under its indemnity obligations provided for in Article 50.

ARTICLE 22. WATER QUALITY MANAGEMENT AND COMPLIANCE
a. Storm, surface, ground, nuisance, or other waters may be encountered at various times during the Work. Contractor hereby acknowledges that it has investigated the risk arising from such waters, has prepared its Bid accordingly, and assumes any and all risks and liabilities arising therefrom.
b. Contractor shall keep itself and all subcontractors, staff, and employees fully informed of and in compliance with all local, state and federal laws, rules and regulations that may impact, or be implicated by the performance of the Work including, without limitation, all applicable provisions of the City’s ordinances regulating discharges of storm water; the Federal Water Pollution Control Act (33 U.S.C. § 1251 et seq.); the California Porter-Cologne Water Quality Control Act (Water Code § 13000 et seq.); and any and all regulations, policies, or permits issued pursuant to any such authority. These include, but are not limited to San Diego Regional Water Quality Control Board Order No. R9-2013-0001 as amended by Order Nos. R9-2015-0001 and R9-2015-0100, and State Water Resources Control Board Order No. 2009-0009-DWQ as amended by Order Nos. 2010-0014-DWQ and Order No. 2012-0006-DWQ, and any amendment or renewal thereof.
c. Contractor shall comply with the lawful requirements of the City, and any other municipality, drainage district, or other local agency with jurisdiction over the location where the Work is to be conducted, regarding discharges of storm water to separate storm drain systems or watercourses. These requirements include but are not limited to, all applicable requirements of the Orange County Drainage Area Management Plan (“DAMP”), the South Orange County Water Quality Improvement Plan (“WQIP”), and the City of San Clemente Jurisdictional Runoff Management Plan (“JRMP”), and the applicable Water Quality Management Plan 80 SECTION 00700

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(“WQMP”) for this project, if any. Sections 5, 7, and 8 of the DAMP contain requirements related to design and construction of public projects. Contractor shall be familiar the DAMP, WQIP, JRMP and any applicable WQMP, and shall comply with the requirements as specified therein. In the event these documents are revised or replaced in accordance with the requirements of a state or federal law, rule or permit that impacts the performance of the Work, Contractor shall comply with the revised or replaced requirements. Electronic copies of the DAMP, WQIP and JRMP are available online as follows:

DAMP: www.ocwatersheds.com/documents/damp
WQIP:
www.ocwatersheds.com/documents/south_oc_water_quality_improvement_plan _(wqip)
JRMP: www.san-clemente.org/department-services/environmentalservices/water-quality/local-implementation-plan d. Contractor shall comply with all aspects of the State Water Resources Control Board (“State Board”) Water Quality Order No. 2009-0009-DWQ, National Pollutant Discharge Elimination System General Permit for Storm Water Discharges Associated with Construction Activity, including any amendment or renewal thereof, (“Construction General Permit”) for all projects that involve construction on or disturbance of one acre or more of land or which are part of a larger common area of development.
e. City may require Contractor to file the Notice of Intent (“NOI”) and obtain coverage for the Project under the Construction General Permit. This may include filing all necessary documentation including the Permit Registration Documents (“PRDs”) through the Stormwater Multiple Applications and Report Tracking System (“SMARTS”); preparing and implementing a Storm Water Pollution Prevention Plan (“SWPPP”) for the Work site; implementing all other provisions, and monitoring and reporting requirements required by the Construction General Permit; and providing a Qualified SWPPP Developer (“QSD”) and Qualified SWPPP Practitioner (“QSP”), as necessary for all Work site activities, including but not limited to preparation and submittal of all reports, plans, inspections, and monitoring information in compliance with the Construction General Permit. City retains the right to develop its own documentation for the project site, including but not limited to the SWPPP, and in the alternative may require Contractor to adopt and implement portions of the City developed SWPPP. Specific requirements for the Work site shall be set forth in the Special Conditions. Contractor shall include all costs of compliance with specified requirements in the Contract amount. f. For those Work sites where construction activity results in the disturbance of less than one acre of total land area and/or do not need coverage under the Construction General Permit, the Contractor shall be responsible for preparing and implementing an Erosion and Sediment Control Plan in accordance with San Diego Regional Water Quality Control Board Order No. R9-2013-0001 as amended by Order Nos. R9-2015-0001 and R9-2015-0100 and any amendment or renewal 81 SECTION 00700

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thereof, and the City’s LIP and Orange County DAMP and any revision or replacement thereof.
g. Notwithstanding the above, before any PRDs, SWPPP, or other Construction General Permit related document may be submitted to the State Water Resources Control Board or implemented on the Work site, it must first be reviewed and approved by the City and/or the City’s designee. The City expressly reserves the right to procure coverage under the Construction General Permit for the Work site if Contractor fails to draft satisfactory PRDs or SWPPP or otherwise fails to proceed in a manner that complies with the requirements of the Construction General Permit. The City additionally reserves the right to hire additional contractors to maintain compliance at the Work site. Whether Contractor has adequately maintained compliance with the Construction General Permit shall be the City’s sole determination. Any costs incurred by the City in procuring coverage under the Construction General Permit, or drafting and/or implementing a SWPPP for the Work site shall be paid by Contractor.
h. Failure to comply with laws, regulations, and ordinances listed in this Article 22 is a violation of federal and state law. Notwithstanding any other indemnity contained in this Agreement, Contractor agrees to indemnify and hold harmless the City, its officials, officers, agents, employees and authorized volunteers from and against any and all claims, demands, losses or liabilities of any kind or nature which the City, its officials, officers, agents, employees and authorized volunteers may sustain or incur for noncompliance with the laws, regulations, and ordinances listed above, arising out of or in connection with the Work, except for liability resulting from the sole established negligence, willful misconduct or active negligence of the City, its officials, officers, agents, employees or authorized volunteers. i. City reserves the right to defend any enforcement action or civil action brought against the City for Contractor’s failure to comply with any applicable water quality law, regulation, or policy. Contractor hereby agrees to be bound by, and to reimburse the City for the costs associated with, any enforcement action and/or settlement reached between the City and any relevant enforcement entity. j. City may seek damages from Contractor for delay in completing the Work in accordance with the Contract Documents, caused by Contractor’s failure to comply with the laws, regulations and policies described in this Article 22, or any other relevant water quality law, regulation, or policy.

ARTICLE 23. CLEANING UP
a. Contractor at all times shall keep premises free from debris such as waste, rubbish, and excess materials and equipment. Contractor shall not store debris under, in, or about the premises. Upon completion of Work, Contractor shall clean the interior and exterior of the building or improvement including fixtures, equipment, walls, floors, ceilings, roofs, window sills and ledges, horizontal projections, and any areas where debris has collected so surfaces are free from foreign material or discoloration. Contractor shall clean and polish all glass, plumbing fixtures, and finish hardware and similar finish surfaces and equipment and contractor shall also remove temporary fencing, barricades, planking and construction toilet and similar 82 SECTION 00700

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temporary facilities from site. Contractor shall also clean all buildings, asphalt and concrete areas to the degree necessary to remove oil, grease, fuel, or other stains caused by Contractor operations or equipment.
b. Contractor shall fully clean up the site at the completion of The Work. If the Contractor fails to immediately clean up at the completion of The Work, City may do so and the cost of such clean up shall be charged back to the Contractor.

ARTICLE 24. LAYOUT AND FIELD ENGINEERING
All field engineering required for laying out The Work and establishing grades for earthwork operations, location and alignment of any and all site elements (buildings, paving, walks, fencing, furnishings, etc.) shall be furnished by the Contractor at its expense. A digital AutoCAD (version 2017) file shall be provided to the Contractor by the City indicating the location and layout of all site elements for the use by the Contractors surveyor. Layout shall be done by a registered civil engineer or a licensed land surveyor Approved by the Engineer. Any surveying necessary to establish the grade and line of the work is to be done by a properly licensed land surveyor retained by the contractor. Any required “as-built” drawings of the Work shall be prepared by the registered civil engineer.

ARTICLE 25. EXCESSIVE NOISE
a. The Contractor shall use only such equipment on the work and in such state of repair so that the emission of sound therefrom is within the noise tolerance level of that equipment as established by CAL-OSHA.
b. The Contractor shall comply with the most restrictive of the following: (1) local sound control and noise level rules, regulations and ordinances and (2) the requirements contained in these Contract Documents, including hours of operation requirements. No internal combustion engine shall be operated on the Project without a muffler of the type recommended by the manufacturer. Should any muffler or other control device sustain damage or be determined to be ineffective or defective, the Contractor shall promptly remove the equipment and shall not return said equipment to the job until the device is repaired or replaced. Said noise and vibration level requirements shall apply to all equipment on the job or related to the job, including but not limited to, trucks, transit mixers or transit equipment that may or may not be owned by the Contractor.

ARTICLE 26. TESTS AND INSPECTIONS
a. If the Contract Documents, the Engineer, or any instructions, laws, ordinances, or public authority require any part of The Work to be tested or Approved, Contractor shall provide the Engineer at least two (2) working days notice of its readiness for observation or inspection. If inspection is by a public authority other than City, Contractor shall promptly inform City of the date fixed for such inspection.

Required certificates of inspection (or similar) shall be secured by Contractor.

Costs for City testing and City inspection shall be paid by City. Costs of tests for Work found not to be in compliance shall be paid by the Contractor. 83 SECTION 00700

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b. If any Work is done or covered up without the required testing or approval, the Contractor shall uncover or deconstruct the Work, and the Work shall be redone after completion of the testing at the Contractor’s cost in compliance with the Contract Documents.
c. Where inspection and testing are to be conducted by an independent laboratory or agency, materials or samples of materials to be inspected or tested shall be selected by such laboratory or agency, or by City, and not by Contractor. All tests or inspections of materials shall be made in accordance with the commonly recognized standards of national organizations.
d. In advance of manufacture of materials to be supplied by Contractor which must be tested or inspected, Contractor shall notify City so that City may arrange for testing at the source of supply. Any materials which have not satisfactorily passed such testing and inspection shall not be incorporated into The Work. e. If the manufacture of materials to be inspected or tested will occur in a plant or location outside the geographic limits of City, the Contractor shall pay for any excessive or unusual costs associated with such testing or inspection, including but not limited to excessive travel time, standby time and required lodging. f. Reexamination of Work may be ordered by City. If so ordered, Work must be uncovered or deconstructed by Contractor. If Work is found to be in accordance with the Contract Documents, City shall pay the costs of reexamination and reconstruction. If such work is found not to be in accordance with the Contract Documents, Contractor shall pay all costs.

ARTICLE 27. PROTECTION OF WORK AND PROPERTY
a. Contractor acknowledges and agrees that public safety is of utmost importance, and Contractor agrees that during the progress of the Work Contractor shall constantly protect and preserve the safety of the public. Contractor shall not unnecessarily cause inconvenience to the public during the progress of the Work and shall minimize the inconvenience caused by Contractor’s operations. Such operations include, but are not limited to, work performed on or adjacent to the Work site, traffic lane and pedestrian closures and deliveries of material and equipment.
b. The Contractor shall be responsible for all damages to persons or property that occur as a result of The Work. Contractor shall be responsible for the proper care and protection of all materials delivered and Work performed until completion and final Acceptance by City. All Work shall be solely at the Contractor’s risk.

Contractor shall adequately protect adjacent property from settlement or loss of lateral support as necessary. Contractor shall comply with all applicable safety laws and building codes to prevent accidents or injury to persons on, about, or adjacent to the Project site where Work is being performed. Contractor shall erect and properly maintain at all times, as required by field conditions and progress of work, all necessary safeguards, signs, barriers, lights, and watchmen for protection of workers and the public, and shall post danger signs warning against hazards created in the course of construction.
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c. In an emergency affecting safety of life or of work or of adjoining property, Contractor, without special instruction or authorization from the Engineer, is hereby permitted to act to prevent such threatened loss or injury; and Contractor shall so act, without appeal, if so authorized or instructed by the Engineer or City. Any compensation claimed by Contractor on account of emergency work shall be determined by and agreed upon by City and the Contractor. d. Contractor shall provide such heat, covering, and enclosures as are necessary to protect all Work, materials, equipment, appliances, and tools against damage by weather conditions.
e. Contractor shall take adequate precautions to protect existing sidewalks, curbs, pavements, utilities, and other adjoining property and structures, and to avoid damage thereto, and Contractor shall repair any damage thereto caused by The Work operations. Contractor shall:
1) Enclose the working area with a substantial barricade, and arrange work to cause minimum amount of inconvenience and danger to the public. 2) Provide substantial barricades around any shrubs or trees indicated to be preserved.
3) Deliver materials to the Project site over a route designated by the Engineer.
4) Provide any and all dust control required and follow the Applicable air quality regulations as appropriate. If the Contractor does not comply, City shall have the immediate authority to provide dust control and deduct the cost from payments to the Contractor.
5) Confine Contractor’s apparatus, the storage of materials, and the operations of its workers to limits required by law, ordinances, permits, or directions of the Engineer. Contractor shall not unreasonably encumber the Project site with its materials.
6) Take care to prevent disturbing or covering any survey markers, monuments, or other devices marking property boundaries or corners. If such markers are disturbed by accident, they shall be replaced by an approved civil engineer or land surveyor, at no cost to City. 7) Ensure that existing facilities, fences and other structures are all adequately protected and that, upon completion of all Work, all facilities that may have been damaged are restored to a condition acceptable to City.
8) Preserve and protect from injury all buildings, pole lines and all direction, warning and mileage signs that have been placed within the right-of-way. 9) At the completion of work each day, leave the Project site in a clean, safe condition.
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10) Comply with any stage construction and traffic handling plans. Access to residences and businesses shall be maintained at all times. f. These precautionary measures will apply continuously and not be limited to normal working hours. Full compensation for the Work involved in the preservation of life, safety and property as above specified shall be considered as included in the prices paid for the various contract items of Work, and no additional allowance will be made therefor.
g. Should damage to persons or property occur as a result of The Work, Contractor shall be responsible for proper investigation, documentation, including video or photography, to adequately memorialize and make a record of what transpired.

City shall be entitled to inspect and copy any such documentation, video, or photographs.

ARTICLE 28. CONTRACTORS MEANS AND METHODS
Contractor is solely responsible for the means and methods utilized to Perform The Work. In no case shall the Contractor’s means and methods deviate from commonly used industry standards.

ARTICLE 29. INSPECTOR’S FIELD OFFICE
“NOT APPLICABLE”
ARTICLE 30. STAGING AREA
The City has an area designated for use as staging for the Contractor. This staging area is shown on Appendix 6 of this Specifications.

The Staging Area shall be enclosed with a 6’ high fence with security fabric. The Contractor shall maintain an orderly and clean staging area at all times. Full compensation for the Staging Area shall be included in the unit prices bid for various items of work.

ARTICLE 31. AUTHORIZED REPRESENTATIVES
City shall designate representatives, who shall have the right to be present at the Project site at all times. City may designate an inspector who shall have the right to observe all of the Contractor’s Work. The inspector is not authorized to make changes in the Contract Documents.

The inspector shall not be responsible for the Contractor’s failure to carry out The Work in accordance with the Contract Documents. Contractor shall provide safe and proper facilities for such access.

ARTICLE 32. HOURS OF WORK
a. Eight (8) hours of work shall constitute a legal day’s work. The Contractor and each subcontractor shall forfeit, as penalty to City, twenty-five dollars ($25) for each worker employed in the execution of Work by the Contractor or any subcontractor for each day during which such worker is required or permitted to work more than eight (8) hours in any one day and forty (40) hours in any week in 86 SECTION 00700

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violation of the provisions of the Labor Code, and in particular, Section 1810 to Section 1815, except as provided in Labor Code Section 1815. b. Unless otherwise provided in the Special Conditions, Work shall be accomplished on a regularly scheduled eight (8) hour per day work shift basis, Monday through Friday, between the hours of 7:00 a.m. and 4:30 p.m.
c. It shall be unlawful for any person to operate, permit, use, or cause to operate any of the following at the Project site, other than between the hours of 8:00 a.m. to 4:30 p.m., Monday through Friday, with no Work allowed on City-observed holidays, unless otherwise Approved by the Engineer:
1) Powered Vehicles
2) Construction Equipment
3) Loading and Unloading Vehicles
4) Domestic Power Tool.

ARTICLE 33. PAYROLL RECORDS
a. Pursuant to Labor Code Section 1776, the Contractor and each subcontractor shall maintain weekly certified payroll records showing the name, address, social security number, work classification, straight time and overtime hours paid each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker or other employee employed in connection with the work.

Contractor shall certify under penalty of perjury that records maintained and submitted by Contractor are true and accurate. Contractor shall also require subcontractor(s) to certify weekly payroll records under penalty of perjury. b. In accordance with Labor Code section 1771.4, the Contractor and each subcontractor shall furnish the certified payroll records directly to the Department of Industrial Relations (“DIR”) on a weekly basis and in the format prescribed by the DIR, which may include electronic submission. Contractor shall comply with all requirements and regulations from the DIR relating to labor compliance monitoring and enforcement.
c. The payroll records described herein shall be certified and submitted by the Contractor at a time designated by City. The Contractor shall also provide the following:
1) A certified copy of the employee’s payroll records shall be made available for inspection or furnished to such employee or his or her authorized representative on request.
2) A certified copy of all payroll records described herein shall be made available for inspection or furnished upon request of the Department of Industrial Relations (“DIR”).
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d. The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement (“DLSE”) of the DIR or shall contain the same information as the forms provided by the DLSE.
e. Any copy of records made available for inspection and furnished upon request to the public shall be marked or obliterated in such a manner as to prevent disclosure of an individual’s name, address, and social security number. The name and address of the Contractor or any subcontractor shall not be marked or obliterated. f. In the event of noncompliance with the requirements of this Section, the Contractor shall have ten (10) days in which to comply subsequent to receipt of written notice specifying any item or actions necessary to ensure compliance with this section.

Should noncompliance still be evident after such ten (10) day period, the Contractor shall, as a penalty to City, forfeit one hundred dollars ($100.00) for each day, or portion thereof, for each worker until strict compliance is effectuated. Upon the request of the DIR, such penalties shall be withheld from contract payments.

ARTICLE 34. PREVAILING RATES OF WAGES
a. The Contractor is aware of the requirements of Labor Code Sections 1720 et seq. and 1770 et seq., as well as California Code of Regulations, Title 8, Section 16000 et seq. (“Prevailing Wage Laws”), which require the payment of prevailing wage rates and the performance of other requirements on certain “public works” and “maintenance” projects. Since this Project involves an applicable “public works” or “maintenance” project, as defined by the Prevailing Wage Laws, and since the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. The Contractor shall obtain a copy of the prevailing rates of per diem wages at the commencement of this Agreement from the website of the Division of Labor Statistics and Research of the Department of Industrial Relations located at www.dir.ca.gov/dlsr/. In the alternative, the Contractor may view a copy of the prevailing rates of per diem wages at City. Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to perform work on the Project available to interested parties upon request, and shall post copies at the Contractor’s principal place of business and at the Project site. Contractor shall defend, indemnify and hold City, its elected officials, officers, employees and agents free and harmless from any claims, liabilities, costs, penalties or interest arising out of any failure or allege failure to comply with the Prevailing Wage Laws.
b. The Contractor and each subcontractor shall forfeit as a penalty to City not more than two hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than the stipulated prevailing wage rate for any work done by him, or by any subcontract under him, in violation of the provisions of the Labor Code.

The difference between such stipulated prevailing wage rate and the amount paid to each worker for each calendar day or portion thereof for which each worker was paid less than the stipulated prevailing wage rate shall be paid to each worker by the Contractor.
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c. Contractor shall post, at appropriate conspicuous points on the Project site, a schedule showing all determined general prevailing wage rates and all authorized deductions, if any, from unpaid wages actually earned.

ARTICLE 35. EMPLOYMENT OF APPRENTICES
The Contractor’s attention is directed to the provisions of Sections 1777.5, 1777.6, and 1777.7 of the Labor Code concerning employment of apprentices by the Contractor or any subcontractor.

The Contractor shall obtain a certificate of apprenticeship before employing any apprentice pursuant to Section 1777.5, 1777.6, and 1777.7 of the Labor Code. Information relative to apprenticeship standards, wage schedules, and other requirements may be obtained from the Director of Industrial Relations, the Administrator of Apprenticeships, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices.

ARTICLE 36. CONTRACTOR AND SUBCONTRACTOR REGISTRATION
Pursuant to Labor Code sections 1725.5 and 1771.1, the Contractor and its subcontractors must be registered with the Department of Industrial Relations (“DIR”) at the time of the bid. By entering into this Contract, Contractor represents that it is aware of the registration requirement and is currently registered with the DIR. Contractor shall remain a current registration for the duration of the Project. Contractor shall further include the requirements of Labor Code sections 1725.5 and 1771.1 in any subcontract and ensure that all subcontractors are registered at the time this Contract is entered into and maintain registration for the duration of the Project.

ARTICLE 37. LABOR COMPLIANCE; STOP ORDERS
This Project is subject to compliance monitoring and enforcement by the DIR. It shall be the Contractor’s sole responsibility to evaluate and pay the cost of complying with all labor compliance requirements under this Contract and applicable law. Any stop orders issued by the DIR against Contractor or any subcontractor that affect Contractor’s performance of Work, including any delay, shall be Contractor’s sole responsibility. Any delay arising out of or resulting from such stop orders shall be considered Contractor caused delay subject to any applicable liquidated damages and shall not be compensable by the City. Contractor shall defend, indemnify and hold the City, its officials, officers, employees and agents free and harmless from any claim or liability arising out of stop orders issued by the DIR against Contractor or any subcontractor.

ARTICLE 38. NONDISCRIMINATION/EQUAL EMPLOYMENT OPPORTUNITY Pursuant to Labor Code Section 1735 and other applicable provisions of law, the Contractor and its subcontractors shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, national origin, age, political affiliation, marital status, or handicap on this Project. The Contractor will take affirmative action to insure that employees are treated during employment or training without regard to their race, color, religion, sex, national origin, age, political affiliation, marital status, or handicap.

ARTICLE 39. LABOR/EMPLOYMENT SAFETY
The Contractor shall maintain emergency first aid treatment for his employees which complies with the Federal Occupational Safety and Health Act of 1970 (29 U.S.C. § 651 et seq.), and 89 SECTION 00700

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California Code of Regulations, Title 8, Industrial Relations Division 1, Department of Industrial Relations, Chapter 4.

ARTICLE 40. INSURANCE
Contractor agrees to procure and maintain, at Contractor’s expense all insurance specified in Appendix “1” attached hereto and by this reference incorporated herein. Contractor shall require all subcontractors to carry the same policies and limits of insurance that the Contractor is required to maintain, unless otherwise approved in writing by the City.

ARTICLE 41. TIME FOR COMPLETION AND LIQUIDATED DAMAGES
a. Time for Completion/Liquidated Damages. Contractor shall commence work within ten (10) days of the date stated in City’s Notice to Proceed and shall diligently and continuously prosecute the work to completion in the time specified in the Contract Documents. City is under no obligation to consider early completion of the Project; and the Contract completion date shall not be amended by City’s receipt or acceptance of the Contractor’s proposed earlier completion date.

Furthermore, Contractor shall not, under any circumstances, receive additional compensation from City (including but not limited to indirect, general, administrative or other forms of overhead costs) for the period between the time of earlier completion proposed by the Contractor and the Contract completion date.

If The Work is not completed as stated in the Contract Documents, it is understood that City will suffer damage. In accordance with Government Code section 53069.85, being impractical and infeasible to determine the amount of actual damage, it is agreed that Contractor shall pay to City as fixed and liquidated damages, and not as a penalty, the sum stipulated in the Contract for each day of delay until The Work is fully completed. Contractor and its surety shall be liable for any liquidated damages. Any money due or to become due the Contractor may be retained to cover liquidated damages.
b. Inclement Weather. Contractor shall abide the Engineer’s determination of what constitutes inclement weather. Time extensions for inclement weather shall only be granted when the Work stopped during inclement weather is on the critical path of the Project schedule.
c. Extension of Time. Contractor shall not be charged liquidated damages because of any delays in completion of The Work due to unforeseeable causes beyond the control and without the fault or negligence of Contractor (or its subcontractors or suppliers). Contractor shall within five (5) Days of identifying any such delay notify City in writing of causes of delay. City shall ascertain the facts and extent of delay and grant extension of time for completing The Work when, in its judgment, the facts justify such an extension. Time extensions to the Project shall be requested by the Contractor as they occur and without delay. No delay claims shall be permitted unless the event or occurrence delays the completion of the Project beyond the Contract completion date.
d. No Damages for Reasonable Delay. City’s liability to Contractor for delays for which City is responsible shall be limited to only an extension of time unless such delays were unreasonable under the circumstances. In no case shall City be liable 90 SECTION 00700

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for any costs which are borne by the Contractor in the regular course of business, including, but not limited to, home office overhead and other ongoing costs.

Damages caused by unreasonable City delay, including delays caused by items that are the responsibility of City pursuant to Government Code section 4215, shall be based on actual costs only, no proportions or formulas shall be used to calculate any delay damages.

ARTICLE 42. COST BREAKDOWN AND PERIODIC ESTIMATES
Contractor shall furnish on forms Approved by City:
a. Within ten (10) Days of award of the Contract a detailed estimate giving a complete breakdown of the Contract price;
b. A monthly itemized estimate of Work done for the purpose of making progress payments. In order for City to consider and evaluate each progress payment application, the Contractor shall submit a detailed measurement of Work performed and a progress estimate of the value thereof before the tenth (10th) Day of the following month.
c. Contractor shall submit, with each of its payment requests, an adjusted list of actual quantities, verified by the Engineer, for unit price items listed, if any, in the Bid Form.
d. Following City’s Acceptance of the Work, the Contractor shall submit to City a written statement of the final quantities of unit price items for inclusion in the final payment request.
e. City shall have the right to adjust any estimate of quantity and to subsequently correct any error made in any estimate for payment.

Contractor shall certify under penalty of perjury, that all cost breakdowns and periodic estimates accurately reflect the Work on the Project.

ARTICLE 43. MOBILIZATION
a. When a bid item is included in the Bid Form for mobilization, the costs of Work in advance of construction operations and not directly attributable to any specific bid item will be included in the progress estimate (“Initial Mobilization”). When no bid item is provided for “Initial Mobilization,” payment for such costs will be deemed to be included in the other items of The Work.
b. Payment for Initial Mobilization based on the lump sum provided in the Bid Form, which shall constitute full compensation for all such Work. No payment for Initial Mobilization will be made until all of the listed items have been completed to the satisfaction of the Engineer. The scope of the Work included under Initial Mobilization shall include, but shall not be limited to, the following principal items:
1) Obtaining and paying for all bonds, insurance, and permits. 91 SECTION 00700

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2) Moving on to the Project site of all Contractor’s plant and equipment required for first month’s operations.
3) Installing temporary construction power, wiring, and lighting facilities. 4) Establishing fire protection system.
5) Developing and installing a construction water supply. 6) Providing and maintaining the field office trailers for the Contractor and the Engineer, complete, with all specified furnishings and utility services including telephones, telephone appurtenances, computer and printer, and copying machine.
7) Providing on-site communication facilities for the Owner and the Engineer, including telephones, radio pagers, and fax machines.
8) Providing on-site sanitary facilities and potable water facilities as specified per Cal-OSHA and these Contract Documents.
9) Furnishing, installing, and maintaining all storage buildings or sheds required for temporary storage of products, equipment, or materials that have not yet been installed in the Work. All such storage shall meet manufacturer’s specified storage requirements, and the specific provisions of the specifications, including temperature and humidity control, if recommended by the manufacturer, and for all security.
10) Arranging for and erection of Contractor’s work and storage yard. 11) Posting all OSHA required notices and establishment of safety programs per Cal-OSHA.
12) Full-time presence of Contractor’s superintendent at the job site as required herein.
13) Submittal of Construction Schedule as required by the Contract Documents.
14) Prior to acceptance of work by the City, Contractor shall provide the preconstruction and post-construction photos and videos of the conditions of the job site and any other pertinent areas in the vicinity of the project.

Compensation for this task is included in the Mobilization Item of work.

ARTICLE 44. PAYMENTS
a. City shall make monthly progress payments following receipt of undisputed and properly submitted payment requests. Contractor shall be paid a sum equal to ninety-five percent (95%) of the value of Work performed up to the last day of the previous month, less the aggregate of previous payments, except where the City has adopted a finding that the Work done under the Contract is substantially 92 SECTION 00700

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complex, and then the Contractor shall be paid a sum equal to ninety percent (90%) of the value of the Work performed up to the last day of the previous month, less the aggregate of previous payments.
b. The Contractor shall, after the full completion of The Work, submit a final payment application. All prior progress estimates shall be subject to correction in the final estimate and payment.
c. Unless otherwise required by law, the final payment of five percent (5%) of the value of the Work (or ten percent (10%) in the event the City has adopted a finding that the Work under the Contract is substantially complex), if unencumbered, shall be paid no later than sixty (60) Working Days after the date of recordation of the Notice of Completion.
d. Acceptance by Contractor of the final payment shall constitute a waiver of all claims against City arising from this Contract.
e. Payments to the Contractor shall not be construed to be an acceptance of any defective work or improper materials, or to relieve the Contractor of its obligations under the Contract Documents.
f. The Contractor shall submit with each payment request the Contractor’s conditional waiver of lien for the entire amount covered by such payment request, as well as a valid unconditional waiver of lien from the Contractor and all subcontractors and materialmen for all work and materials included in any prior invoices. Waivers of lien shall be in the forms prescribed by California Civil Code Section 8132. Prior to final payment by City, the Contractor shall submit a final waiver of lien for the Contractor’s work, together with releases of lien from any subcontractor or materialmen.

ARTICLE 45. PAYMENTS WITHHELD AND BACK CHARGES
a. In addition to amounts which City may retain under other provisions of the Contract Documents City may withhold payments due to Contractor as may be necessary to cover:
1) Stop Notice Claims.
2) Defective work not remedied.
3) Failure of Contractor to make proper payments to its subcontractors or suppliers.
4) Completion of the Contract if there exists a reasonable doubt that the work can be completed for balance then unpaid.
5) Damage to another contractor or third party.
6) Amounts which may be due City for claims against Contractor. 93 SECTION 00700

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7) Failure of Contractor to keep the record (“as-built”) drawings up to date. 8) Failure to provide updates on the construction schedule. 9) Site clean up.
10) Failure of the Contractor to comply with requirements of the Contract Documents.
11) Liquated damages.
12) Legally permitted penalties.
b. Upon completion of the Contract, City will reduce the final Contract amount to reflect costs charged to the Contractor, backcharges or payments withheld pursuant to the Contract Documents.

ARTICLE 46. CHANGES AND EXTRA WORK
a. Change Order Work.
1) City, without invalidating the Contract, may order changes in the Work consisting of additions, deletions or other revisions, the Contract amount and Contract time being adjusted accordingly. All such changes in the Work shall be authorized by Change Order, shall be performed under the applicable conditions of the Contract Documents, and shall be subject to the approval authority requirements of Article 4 of the Contract. A Change Order signed by the Contractor indicates the Contractor's agreement therewith, including any adjustment in the Contract amount or the Contract time, and the full and final settlement of all costs (direct, indirect and overhead) related to the Work authorized by the Change Order. 2) All claims for additional compensation to the Contractor shall be presented in writing before the expense is incurred and will be adjusted as provided herein. No work shall be allowed to lag pending such adjustment, but shall be promptly executed as directed, even if a dispute arises. No claim will be considered after the work in question has been done unless a written contract change order has been issued or a timely written notice of claim has been made by Contractor. Contractor shall not be entitled to claim or bring suit for damages, whether for loss of profits or otherwise, on account of any decrease or omission of any item or portion of Work to be done.

Whenever any change is made as provided for herein, such change shall be considered and treated as though originally included in the Contract, and shall be subject to all terms, conditions and provisions of the original Contract.
3) Owner Initiated Change. The Contractor must submit a complete cost proposal, including any change in the Contract time, within seven (7) Days after receipt of a scope of a proposed change order, unless City requests that proposals be submitted in less than seven (7) Days. 94 SECTION 00700

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4) Contractor Initiated Change. The Contractor must give written notice of a proposed change order required for compliance with the Contract Documents within seven (7) Days of discovery of the facts giving rise to the proposed change order.
5) Whenever possible, any changes to the Contract amount shall be in a lump sum mutually agreed to by the Contractor and City.
6) Price quotations from the Contractor shall be accompanied by sufficiently detailed supporting documentation to permit verification by City. 7) If the Contractor fails to submit the cost proposal within the seven (7) Day period (or as requested), City has the right to order the Contractor in writing to commence the work immediately on a force account basis and/or issue a lump sum change to the contract price in accordance with City’s estimate of cost. If the change is issued based on City estimate, the Contractor will waive its right to dispute the action unless within fifteen (15) Days following completion of the added/deleted work, the Contractor presents written proof that City’s estimate was in error.
8) Estimates for lump sum quotations and accounting for cost-pluspercentage work shall be limited to direct expenditures necessitated specifically by the subject extra work, and shall be segregated as follows:
(a) Labor. The costs of labor will be the actual cost for wages prevailing locally for each craft or type of worker at the time the extra work is done, plus employer payments of payroll taxes and insurance, health and welfare, pension, vacation, apprenticeship funds, and other direct costs resulting from Federal, State or local laws, as well as assessment or benefits required by lawful collective bargaining agreements. The use of a labor classification which would increase the extra work cost will not be permitted unless the contractor establishes the necessity for such additional costs. Labor costs for equipment operators and helpers shall be reported only when such costs are not included in the invoice for equipment rental. (b) Materials. The cost of materials reported shall be at invoice or lowest current price at which such materials are locally available in the quantities involved, plus sales tax, freight and delivery.

Materials cost shall be based upon supplier or manufacturer’s invoice. If invoices or other satisfactory evidence of cost are not furnished within fifteen (15) Days of delivery, then the Engineer shall determine the materials cost, at its sole discretion. (c) Tool and Equipment Use. No payment will be made for the use of small tools, tools which have a replacement value of $1,000 or less.

Regardless of ownership, the rates to be used in determining equipment use costs shall not exceed listed rates prevailing locally at equipment rental agencies, or distributors, or Caltrans Equipment Rental Rates (without surcharge) at the time the work is performed. 95 SECTION 00700

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(d) Overhead, Profit and Other Charges. The mark-up for overhead (including supervision) and profit on work added to the Contract shall be according to the following:
i. “Net Cost” is defined as consisting of costs of labor, materials and tools and equipment only excluding overhead and profit. The costs of applicable insurance and bond
premium will be reimbursed to the Contractor and
subcontractors at cost only, without mark-up.
ii. For Work performed by the Contractor’s forces the added cost for overhead and profit shall not exceed fifteen percent (15%) of the Net Cost of the Work.
iii. For Work performed by a subcontractor, the added cost for overhead and profit shall not exceed fifteen percent (15%) of the Net Cost of the Work to which the Contractor may add five percent (5%) of the subcontractor’s Net Cost.
iv. For Work performed by a sub-subcontractor the added cost for overhead and profit shall not exceed fifteen percent (15%) of the Net Cost for Work to which the subcontractor and general contractor may each add an additional five
percent (5%) of the Net Cost of the lower tier subcontractor. v. No additional mark up will be allowed for lower tier subcontractors, and in no case shall the added cost for overhead and profit payable by City exceed twenty-five
percent (25%) of the Net Cost as defined herein.
9) All of the following costs are included in the markups for overhead and profit described above, and Contractor shall not receive any additional compensation for: Submittals, drawings: field drawings, Shop Drawings, including submissions of drawings; field inspection; General Superintendence; General administration and preparation of cost proposals, schedule analysis, Change Orders, and other supporting documentation; computer services; reproduction services; Salaries of project engineer, superintendent, timekeeper, storekeeper, and secretaries; Janitorial services; Small tools, incidentals and consumables; Temporary on Site facilities (Offices, Telephones, Internet access, Plumbing, Electrical Power, lighting; Platforms, Fencing, Water), Jobsite and Home office overhead or other expenses; vehicles and fuel used for work otherwise included in the Contract Documents; Surveying; Estimating; Protection of Work; Handling and disposal fees; Final cleanup; Other incidental Work; Related warranties.
10) For added or deducted Work by subcontractors, the Contractor shall furnish to City the subcontractor’s signed detailed estimate of the cost of labor, material and equipment, including the subcontractor markup for overhead and profit. The same requirement shall apply to sub-subcontractors. 96 SECTION 00700

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11) For added or deducted work furnished by a vendor or supplier, the Contractor shall furnish to City a detailed estimate or quotation of the cost to the Contractor, signed by such vendor or supplier.
12) Any change in The Work involving both additions and deletions shall indicate a net total cost, including subcontracts and materials. Allowance for overhead and profit, as specified herein, shall be applied if the net total cost is an extra; overhead and profit allowances shall not be applied if the net total cost is a credit. The estimated cost of deductions shall be based on labor and material prices on the date the Contract was executed. 13) Contractor shall not reserve a right to assert impact costs, extended job site costs, extended overhead, constructive acceleration and/or actual acceleration beyond what is stated in the change order for work. No claims shall be allowed for impact, extended overhead costs, constructive acceleration and/or actual acceleration due to a multiplicity of changes and/or clarifications. The Contractor may not change or modify City’s change order form in an attempt to reserve additional rights. 14) If City disagrees with the proposal submitted by Contractor, it will notify the Contractor and City will provide its opinion of the appropriate price and/or time extension. If the Contractor agrees with City, a change order will be issued by City. If no agreement can be reached, City shall have the right to issue a unilateral change order setting forth its determination of the reasonable additions or savings in costs and time attributable to the extra or deleted work. Such determination shall become final and binding if the Contractor fails to submit a claim in writing to City within fifteen (15) Days of the issuance of the unilateral change order, disputing the terms of the unilateral change order.
15) No dispute, disagreement or failure of the parties to reach agreement on the terms of the change order shall relieve the Contractor from the obligation to proceed with performance of the work, including extra work, promptly and expeditiously.
16) Any alterations, extensions of time, extra work or any other changes may be made without securing consent of the Contractor’s surety or sureties. b. Contract Unit Prices
1) Increases more than twenty-five percent (25%) percent. Should the actual quantity of an item of work covered by a Contract Unit Price and constructed in conformance with the Plans and Specifications exceed the Bid quantity by more than twenty-five percent (25%), payment for the quantity in excess of one hundred twenty-five percent (125%) of the Bid quantity will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and the City, or at the option of the Engineer, on the basis of the Extra Work per paragraph (a) above. 97 SECTION 00700

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2) Decreases of more than twenty-five percent (25%). Should the actual quantity of an item of work covered by a Contract Unit Price, and constructed in conformance with Plans and Specifications, be less than seventy-five percent (75%) of the Bid quantity, an adjustment in payment will not be made unless so requested in writing by the Contractor. If the Contractor so requests, payment will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and the City, or at the option of the Engineer, on the basis of the Extra Work per paragraph (a) above; however, in no case will payment be less than would be made for the actual quantity at the Contract Unit Price nor more than would be made for seventy-five percent (75%) of the Bid quantity at the Contract Unit Price.

ARTICLE 47. OCCUPANCY
City reserves the right to occupy or utilize any portion of The Work at any time before completion, and such occupancy or use shall not constitute Acceptance of any part of Work covered by this Contract. This use shall not relieve the Contractor of its responsibilities under the Contract.

ARTICLE 48. INDEMNIFICATION
a. Contractor shall defend (with counsel of City Council’s preference), indemnify and hold City, its officials, officers, agents, employees, and representatives free and harmless from any and all claims, demands, causes of action, costs, expenses, liabilities, losses, damages or injuries, in law or equity, regardless of whether the allegations are false, fraudulent, or groundless, to property or persons, including wrongful death, to the extent arising out of or incident to any acts, omissions or willful misconduct of Contractor, its officials, officers, employees, agents, consultants and contractors arising out of or in connection with the performance of the Work or this Contract, including claims made by subcontractors for nonpayment, including without limitation the payment of all consequential damages and attorneys fees and other related costs and expenses. To the fullest extent permitted by law, Contractor shall defend, at Contractor’s own cost, expense and risk, with City Council’s choosing, any and all such aforesaid suits, actions or other legal proceedings of every kind that may be brought or instituted against City, its officials, officers, agents, employees and representatives. To the extent of its liability, Contractor shall pay and satisfy any judgment, award or decree that may be rendered against City, its officials, officers, employees, agents, employees and representatives, in any such suit, action or other legal proceeding. Contractor shall reimburse City, its officials, officers, agents, employees and representatives for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided.

The only limitations on this provision shall be those imposed by Civil Code Section 2782. b. Contractor shall require each of its subcontractors to indemnify City to the same extent Contractor is indemnified.

ARTICLE 49. COMPLETION AND ACCEPTANCE, DEFECTIVE WORK
a. Completion. Contractor shall make an initial request for final inspection after initial completion of the Work. After inspection, the Engineer will inform the Contractor, in writing, of all items found by Engineer to be incomplete or not in compliance with 98 SECTION 00700

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this Agreement. After the Contractor has completed these items, the procedure for final inspection shall then be the same as specified above for the Contractor's initial request for final inspection. If after two (2) "final" inspections, items are found by Engineer to be incomplete or not in compliance with this Agreement or any of the requirements contained or referenced herein, City may require Contractor, as a condition of City performing further field inspections, to submit to the Engineer a detailed written statement of the work performed subsequent to the date of the previous inspection at which such items were found to be incomplete or not in compliance with this Agreement.

The Parties shall follow the above steps until such time as Engineer determines that the Work has been satisfactorily completed in accordance with all terms and condition of this Agreement. Upon such determination, City shall order recordation of the Notice of Completion.
b. Acceptance. Thirty-five (35) days after the Notice of Completion is recorded (or in the event any lien claims are filed against the Project arising out of Contractor's activities hereunder, on such date Contractor has finally satisfied, discharged, or obtained a release of such claim), City shall accept Contractor's Work. c. Defective Work. Contractor shall repair, reconstruct, replace or otherwise make acceptable any and all Work found by Engineer to be defective or not in accordance with the Agreement. Final acceptance of the Work shall not constitute a waiver by City of any defective work subsequently discovered.

ARTICLE 50. RECORD (“AS BUILT”) DRAWINGS
a. Contractor shall prepare and maintain a complete set of record drawings (herein referred to as “as-builts”) and shall require each trade to prepare its own as-builts.

The as-builts must show the entire site for each major trade, including but not limited to water, sewer, electrical, data, telephone, cable, fire alarm, gas and plumbing. Contractor shall mark the as-builts to show the actual installation where the installation varies from the Work as originally shown. Contractor shall mark whichever drawings are most capable of showing conditions fully and where shop drawings are used, Contractor must record a cross-reference at the corresponding location on the contract drawings. Contractor shall give particular attention to concealed elements that would be difficult to measure and record at a later date.

Contractor shall use colors to distinguish variations in separate categories of The Work.
b. Contractor shall note related change order, request for information, request for proposals, or Architect’s Supplemental Instructions where applicable. Contractor shall organize as-builts into manageable sets, bound with durable paper cover sheets and shall print suitable title, dates and other identification on the cover of each set. Contractor to also provide an electronic version of the as-builts in .pdf or other approved format. The suitability of the as-builts will be determined by the Engineer.
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ARTICLE 51. RESOLUTION OF CONSTRUCTION CLAIMS
a. All public works claims between the Contractor and the City shall be resolved pursuant to the procedures set forth in Public Contract Code section 9204. All public works claims of $375,000 or less which arise between the Contractor and City shall be resolved in accordance with Public Contract Code sections 20104 et seq. and other applicable law, unless the City has elected to resolve the dispute pursuant to Public Contract Code Section 10240 et seq.
b. Contractor shall timely comply with all notices and requests for additional compensation and extensions of time, including but not limited to all requirements of Article 45, as a prerequisite to filing any claim governed by this Article. The failure to timely provide any notice or request required by the Contract Documents shall constitute a waiver of the right to these procedures. c. All Claims. All claims shall be submitted in writing and accompanied by substantiating documentation. Claims must be filed on or before the date of final payment unless other notice requirements are provided in the contract. "Claim" means a separate demand by the Contractor for (1) a time extension, including without limitation relief from damages or penalties for delay assessed by the City, (2) payment of money or damages arising from work done by or on behalf of the Contractor and payment of which is not otherwise expressly provided for or the Contractor is not otherwise entitled, or (3) payment of an amount which is disputed by City.
d. All Claims. The Contractor will submit the claim justification in the following format:
1) Summary of claim merit and price, and Contract clause pursuant to which the claim is made.
2) List of documents relating to claim
(a) Specifications
(b) Drawings
(c) Clarifications (Requests for Information)
(d) Schedules
(e) Other
3) Chronology of events and correspondence
4) Analysis of claim merit
5) Analysis of claim cost
6) Analysis of time impact analysis in CPM format
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7) Cover letter and certification of validity of the claim e. City Response to Claim. Upon receipt of a Claim pursuant to this Article, the City shall conduct a reasonable review of the Claim and, within a period not to exceed 45 days of receipt of the claim, or as extended by mutual agreement, shall provide a written statement identifying what portion of the Claim is disputed and what portion is undisputed. Any payment due on an undisputed portion of the Claim will be processed and made within 60 days after the City issues its written response.

If the City needs approval from the City Council to provide Contractor a written statement as set forth above, and the City Council does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a Claim, the City shall have up to three (3) days following the next publicly noticed City Council meeting after the 45-day period, or extension, expires to provide Contractor a written statement identifying the disputed portion and the undisputed portion of the Claim.

The City may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses or claims the City may have. If additional information is needed thereafter, it shall be provided upon mutual agreement of the City and the claimant. The City’s written response shall be submitted 30 days (15 days if the Claim is less than $50,000) after receiving the additional documentation, or within the same period of time taken by the claimant to produce the additional information, whichever is greater. f. Meet and Confer Conference. If the Contractor disputes City's response, or if City fails to respond within the statutory time period(s), the Contractor may so notify City within 15 days of the receipt of the response or the failure to respond, and demand an informal conference to meet and confer for settlement of those portions of the Claim that remain in dispute. Upon such demand, City shall schedule a meet and confer conference within 30 days.
g. Mediation. Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion thereof remains in dispute, the City shall provide the Contractor with a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any portion of the claim that remains in dispute shall be submitted to nonbinding mediation. The selection of the mediator shall be in accordance with Public Contract Code section 9204, and the City and the Contractor shall equally share the associated mediator fees. Each party will be responsible for its own attorneys’ fees and other costs incurred due to the resolution of any Claim.
h. Condition Precedent. Submission of a claim, properly certified, with all required supporting documentation, and written rejection or denial of all or part of the claim by City, is a condition precedent to any action, proceeding, litigation, suit, general conditions claim, or demand for arbitration by Contractor. i. Government Code Claim. In addition to any and all contract requirements pertaining to notices of and requests for compensation or payment for extra work, disputed work, construction claims and/or changed conditions, the Contractor must 101
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comply with the claim procedures set forth in Government Code section 900 et seq. prior to filing any lawsuit against the City. Such Government Code claims and any subsequent lawsuit based upon the Government Code claims shall be limited to those matters that remain unresolved after all procedures pertaining to extra work, disputed work, construction claims, and/or changed conditions have been followed by Contractor. If no such Government Code claim is submitted, or if the prerequisite contractual requirements are not otherwise satisfied as specified herein, Contractor shall be barred from bringing and maintaining a valid lawsuit against the City.

ARTICLE 52. CITY’S RIGHT TO TERMINATE CONTRACT
a. Termination for Cause. City may, without prejudice to any other right or remedy, serve written notice upon Contractor of its intention to terminate this Contract in whole or in part if the Contractor: (i) refuses or fails to prosecute The Work or any part thereof with such diligence as will ensure its completion within the time required; (ii) fails to complete The Work within the required time; (iii) should file a bankruptcy petition or be adjudged a bankrupt; (iv) should make a general assignment for the benefit of its creditors; (v) should have a receiver appointed; (vi) should persistently or repeatedly refuse or fail to supply enough properly skilled workers or proper materials to complete the work; (vii) should fail to make prompt payment to subcontractors or for material or labor; (viii) persistently disregard laws, ordinances, other requirements or instructions of City; or (ix) should violate any of the provisions of the Contract Documents.

The notice of intent to terminate shall contain the reasons for such intention to terminate. Unless within ten (10) Days after the service of such notice, such condition shall cease or satisfactory arrangements (acceptable to City) for the required correction are made, this Contract shall be terminated. In such case, Contractor shall not be entitled to receive any further payment until the Project has been finished. City may take over and complete The Work by any method it may deem appropriate. Contractor and its surety shall be liable to City for any excess costs or other damages incurred by City to complete the Project. If City takes over The Work, City may, without liability for so doing, take possession of and utilize in completing The Work such materials, appliances, plant, and other property belonging to the Contractor as may be on the Project site. b. Termination For Convenience. City may terminate performance of The Work in whole or, in part, if City determines that a termination is in City's interest.

The Contractor shall terminate all or any part of The Work upon delivery to the Contractor of a Notice of Termination specifying that the termination is for the convenience of City, the extent of termination, and the effective date of such termination.

After receipt of Notice of Termination, and except as directed by City, the Contractor shall, regardless of any delay in determining or adjusting any amounts due under this Termination for Convenience clause, immediately proceed with the following obligations:
1) Stop Work as specified in the Notice.
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2) Complete any Work specified in the Notice of Termination in a least cost/shortest time manner while still maintaining the quality called for under the Contract Documents.
3) Leave the property upon which the Contractor was working and upon which the facility (or facilities) forming the basis of the Contract Documents is situated in a safe and sanitary manner such that it does not pose any threat to the public health or safety.
4) Terminate all subcontracts to the extent that they relate to the portions of The Work terminated.
5) Place no further subcontracts or orders, except as necessary to complete the remaining portion of The Work.
6) Submit to City, within ten (10) Days from the effective date of the Notice of Termination, all of the documentation called for by the Contract Documents to substantiate all costs incurred by the Contractor for labor, materials and equipment through the Effective Date of the Notice of Termination. Any documentation substantiating costs incurred by the Contractor solely as a result of City's exercise of its right to terminate this Contract pursuant to this clause, which costs the Contractor is authorized under the Contract Documents to incur, shall: (i) be submitted to and received by City no later than thirty (30) Days after the Effective Date of the Notice of Termination; (ii) describe the costs incurred with particularity; and (iii) be conspicuously identified as "Termination Costs Occasioned by City's Termination for Convenience."
7) These provisions are in addition to and not in limitation of any other rights or remedies available to City.
c. Savings Clause. If City terminates Contractor for cause, and if it is later determined that the termination was wrongful, such default termination shall automatically be converted to and treated as a termination for convenience. In such event, Contractor shall be entitled to receive only the amounts payable under this section, and Contractor specifically waives any claim for any other amounts or damages, including, but not limited to, any claim for consequential damages or lost profits. d. Exception. Notwithstanding any other provision of this Article, when immediate action is necessary to protect life and safety or to reduce significant exposure or liability, City may immediately order Contractor to cease Work on the Project until such safety or liability issues are addressed to the satisfaction of City or the Contract is terminated.

ARTICLE 53. WARRANTY AND GUARANTEE
a. Contractor warrants that all materials and equipment furnished under this Contract shall be new unless otherwise specified in the Contract Documents; and that all Work conforms to the Contract Document requirements and is free of any defect whether performed by the Contractor or any subcontractor or supplier. 103
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b. Unless otherwise stated, all warranty periods shall begin upon the filing of the Notice of Completion. Unless otherwise stated, the warranty period shall be for one year.
c. The Contractor shall remedy at its expense any damage to City-owned or controlled real or personal property.
d. City shall notify the Contractor, in writing, within a reasonable time after the discovery of any failure, defect, or damage. The Contractor shall within ten (10) Days after being notified commence and perform with due diligence all necessary Work. If the Contractor fails to promptly remedy any defect, or damage; the City have the right to replace, repair, or otherwise remedy the defect, or damage at the Contractor’s expense.
e. In the event of any emergency constituting an immediate hazard to health, safety, property, or licensees, when caused by Work of the Contractor not in accordance with the Contract requirements, City may undertake at Contractor’s expense, and without prior notice, all Work necessary to correct such condition. f. With respect to all warranties, express or implied, from subcontractors, manufacturers, or suppliers for Work performed and Materials furnished under this Contract, the Contractor shall:
1) Obtain for City all warranties that would be given in normal commercial practice;
2) Require all warranties to be executed, in writing, for the benefit of City; and 3) Enforce all warranties for the benefit of City, unless otherwise directed in writing by City.

This Article shall not limit City’s rights under this Contract or with respect to latent defects, gross mistakes, or fraud. City specifically reserves all rights related to defective work, including but not limited to the defect claims pursuant to California Code of Civil Procedure Section 337.15.

ARTICLE 54. DOCUMENT RETENTION & EXAMINATION
a. In accordance with Government Code Section 8546.7, records of both City and the Contractor shall be subject to examination and audit by the State Auditor General for a period of three (3) years after final payment.
b. Contractor shall make available to City any of the Contractor’s other documents related to the Project immediately upon request of City. c. In addition to the State Auditor rights above, City shall have the right to examine and audit all books, estimates, records, contracts, documents, bid documents, subcontracts, and other data of the Contractor (including computations and projections) related to negotiating, pricing, or performing the modification in order to evaluate the accuracy and completeness of the cost or pricing data at no additional cost to City, for a period of four (4) years after final payment. 104
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ARTICLE 55. SOILS INVESTIGATIONS
When a soils investigation report for the Project site is available, as otherwise noted, such report shall not be a part of the Contract Documents. Any information obtained from such report as to subsurface soil condition, or to elevations of existing grades or elevations of underlying rock, is approximate only and is not guaranteed. Contractor acknowledges that any soils investigation report (including any borings) was prepared for purposes of design only and Contractor is required to examine the site before submitting its bid and must make whatever tests it deems appropriate to determine the underground condition of the soil.

ARTICLE 56. SEPARATE CONTRACTS
a. City reserves the right to let other contracts in connection with this Work or on the Project site. Contractor shall permit other contractors reasonable access and storage of their materials and execution of their work and shall properly connect and coordinate its Work with theirs.
b. To ensure proper execution of its subsequent Work, Contractor shall immediately inspect work already in place and shall at once report to the Engineer any problems with the work in place or discrepancies with the Contract Documents. c. Contractor shall ascertain to its own satisfaction the scope of the Project and nature of any other contracts that have been or may be awarded by City in prosecution of the Project to the end that Contractor may perform this Contract in the light of such other contracts, if any. Nothing herein contained shall be interpreted as granting to Contractor exclusive occupancy at site of the Project.

Contractor shall not cause any unnecessary hindrance or delay to any other contractor working on the Project. If simultaneous execution of any contract for the Project is likely to cause interference with performance of some other contract or contracts, the Engineer shall decide which Contractor shall cease Work temporarily and which contractor shall continue or whether work can be coordinated so that contractors may proceed simultaneously. City shall not be responsible for any damages suffered or for extra costs incurred by Contractor resulting directly or indirectly from award, performance, or attempted performance of any other contract or contracts on the Project site.

ARTICLE 57. NOTICE AND SERVICE THEREOF
All notices shall be in writing and either served by personal delivery or mailed to the other party as designated in the Bid Forms. Written notice to the Contractor shall be addressed to Contractor’s principal place of business unless Contractor designates another address in writing for service of notice. Notice to City shall be addressed to City as designated in the Notice Inviting Bids unless City designates another address in writing for service of notice. Notice shall be effective upon receipt or five (5) Days after being sent by first class mail, whichever is earlier.

Notice given by facsimile shall not be effective unless acknowledged in writing by the receiving party.
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ARTICLE 58. NOTICE OF THIRD PARTY CLAIMS
Pursuant to Public Contract Code Section 9201, City shall provide Contractor with timely notification of the receipt of any third-party claim relating to the Contract.

ARTICLE 59. STATE LICENSE BOARD NOTICE
Contractors are required by law to be licensed and regulated by the Contractors’ State License Board which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent act or omission is filed within four (4) years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defects must be filed within ten (10) years of the date of the alleged violation. Any questions concerning a contractor may be referred to the Registrar, Contractors’ State License Board, P.O. Box 26000, Sacramento, California 95826.

ARTICLE 60. INTEGRATION
a. Oral Modifications Ineffective. No oral order, objection, direction, claim or notice by any party or person shall affect or modify any of the terms or obligations contained in the Contract Documents.
b. Contract Documents Represent Entire Contract. The Contract Documents represent the entire agreement of City and Contractor.

ARTICLE 61. ASSIGNMENT
Contractor shall not assign, transfer, convey, sublet, or otherwise dispose of this Contract or any part thereof including any claims, without prior written consent of City. Any assignment without the written consent of City shall be void. Any assignment of money due or to become due under this Contract shall be subject to a prior lien for services rendered or Material supplied for performance of Work called for under the Contract Documents in favor of all persons, firms, or corporations rendering such services or supplying such Materials to the extent that claims are filed pursuant to the Civil Code, the Code of Civil Procedure or the Government Code.

ARTICLE 62. CHANGE IN NAME AND NATURE OF CONTRACTOR’S LEGAL ENTITY Should a change be contemplated in the name or nature of the Contractor’s legal entity, the Contractor shall first notify City in order that proper steps may be taken to have the change reflected on the Contract.

ARTICLE 63. ASSIGNMENT OF ANTITRUST ACTIONS
Pursuant to Section 7103.5 of the Public Contract Code, in entering into a public works contract or subcontract to supply goods, services, or materials pursuant to a public works contract, Contractor or subcontractor offers and agrees to assign to City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (chapter 2 (commencing with Section 16700) of part 2 of division 7 of the Business and Professions Code), arising from the purchase of goods, services, or materials pursuant to this Contract or any subcontract. This assignment shall be made and become 106
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effective at the time City makes final payment to the Contractor, without further acknowledgment by the parties.

ARTICLE 64. PROHIBITED INTERESTS
No City official or representative who is authorized in such capacity and on behalf of City to negotiate, supervise, make, accept, or approve, or to take part in negotiating, supervising, making, accepting or approving any engineering, inspection, construction or material supply contract or any subcontract in connection with construction of the project, shall be or become directly or indirectly interested financially in the Contract.

ARTICLE 65. LAWS AND REGULATIONS
a. Contractor shall give all notices and comply with all federal, state and local laws, ordinances, rules and regulations bearing on conduct of work as indicated and specified by their terms. References to specific laws, rules or regulations in this Contract are for reference purposes only, and shall not limit or affect the applicability of provisions not specifically mentioned. If Contractor observes that drawings and specifications are at variance therewith, he shall promptly notify the Engineer in writing and any necessary changes shall be adjusted as provided for in this Contract for changes in work. If Contractor performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to the Engineer, he shall bear all costs arising therefrom. b. Contractor shall be responsible for familiarity with the Americans with Disabilities Act (“ADA”) (42 U.S.C. § 12101 et seq.). The Work will be performed in compliance with ADA regulations.

ARTICLE 66. PATENT FEES OR ROYALTIES
The Contractor shall include in its bid amount the patent fees or royalties on any patented article or process furnished or used in the Work. Contractor shall assume all liability and responsibility arising from the use of any patented, or allegedly patented, materials, equipment, devices or processes used in or incorporated with The Work, and shall defend, indemnify and hold harmless City, its officials, officers, agents, employees and representatives from and against any and all liabilities, demands, claims, damages, losses, costs and expenses, of whatsoever kind or nature, arising from such use.

ARTICLE 67. OWNERSHIP OF DRAWING
All Contract Documents furnished by City are City property. They are not to be used by Contractor or any subcontractor on other work nor shall Contractor claim any right to such documents. With exception of one complete set of Contract Documents, all documents shall be returned to City on request at completion of The Work.

ARTICLE 68. NOTICE OF TAXABLE POSSESSORY INTEREST
In accordance with Revenue and Taxation Code Section 107.6, the Contract Documents may create a possessory interest subject to personal property taxation for which Contractor will be responsible.
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1. SPECIFIC MATERIALS
See Plans and Specifications.

2. PROJECT RETENTION; SUBSTANTIAL COMPLEXITY
Not Applicable.

3. STORM WATER SPECIFICATIONS
Erosion and sediment control devices will require modification and ongoing maintenance as the Work progresses to achieve the goals of the Erosion Control Plan and the Storm Water Pollution Prevention Plan (SWPPP) or National Pollution Discharge Elimination System (NPDES) when a SWPPP is not required for the project. Placement of additional devices may be necessary to achieve those goals at various stages of the Work.

Contractor shall inspect and maintain all BMP’s on a daily basis. Gutters and streets shall be cleaned daily. Broken sand/gravel bags and other erosion/sediment control devices shall be replaced immediately. Additionally, the Engineer may require a daily log by the Contractor indicating who performed the BMP inspection and what maintenance was performed.

Failure of the Contractor to comply with an Engineer’s correction notice may result in an order to suspend work until the condition is corrected. No additional compensation, time nor payment, will be allowed as a result of such a suspension.

Any fines levied by the State Water Resources Control Board, City, or other entity having authority to do so, as a result of the Work not complying with the S.W.P.P.P. (or NPDES if no SWPPP) shall become the responsibility of the Contractor. The amount of the fine may be deducted from monies due the Contractor, at the discretion of the Engineer, until the fine is paid or otherwise resolved.

4. PRE-CONSTRUCTION MEETING.

After, or upon, notification of Contract Award, the Engineer will set the time and location for the Pre-Construction Meeting. Attendance of the Contractor's management personnel responsible for the management, administration, and execution of the project is mandatory for the meeting to be convened. Failure of the Contractor to have the Contractor 's responsible project personnel attend the Pre-Construction Meeting will be grounds for default by Contractor. No separate payment will be made for the Contractor 's attendance at the meeting. The Notice to Proceed will only be issued on or after the completion of the Pre-Construction meeting.

5. MODIFICATION OF HOURS OF WORK
The Contractor’s activities shall be confined to Monday through Friday, excluding City holidays and weekends. The Contractor’s activities shall be confined to the hours between 8:00 a.m. and 4:30 p.m. Working hours on arterial streets, including closure of travel lanes, will be allowed only between the hours of 9:00 a.m. and 3:00 p.m. Deviation from these hours will not be permitted 109
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without written request and the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property. In the event of either a requested, or emergency deviation, inspection service fees will be charged against the Contractor. The service fees will be calculated at overtime rates, including benefits, overhead, and travel time. The service fees will be deducted from any amounts due the Contractor.

6. STREET CLOSURES, DETOURS, BARRICADES
Existing electrical systems (traffic signal, highway and street lighting, flashing beacon, sign illumination and other facilities), or approved temporary replacements thereof, shall be kept in effective operation for the benefit of the traveling public during the progress of the work, except when shutdown is permitted to allow for alterations or final removal of the systems. The traffic signal shutdowns shall be limited to normal working hours, or shall be as specified in the special provisions. Lighting system shutdowns shall not interfere with the regular lighting schedule, unless otherwise permitted by the Engineer. The Contractor shall notify the Engineer prior to performing any work on existing systems.

The Contractor shall notify the City prior to any operational shutdown of a traffic signal.The City will:

1. Continue the operation and maintenance of existing electrical facilities.

2. Continue to provide for electrical energy for the operation of existing electrical facilities.

3. Repair or replace existing facilities damaged by public traffic.

4. Pay the cost of electrical energy for the operation of existing or new facilities that are undergoing the functional tests.

The Contractor shall ascertain the exact location and depth of existing detectors, conduits, pull boxes and other electrical facilities before using any tools or equipment that may damage those facilities or interfere with any electrical system.

Where damage is caused by the Contractor’s operations, the Contractor shall, at the Contractor’s expense, repair or replace damaged facilities promptly in conformance with these specifications.

If any existing loop conductor, including the portion leading to the detector handhole or termination pull box, is damaged by the contractor’s operations, the Contractor shall immediately notify the Engineer. The affected detectors shall be replaced at the Contractor’s expense and as directed by the Engineer within 24 hours. If the Contractor fails to complete the repairs within this period, the repairs will be made by the City at the Contractor’s expense.

Should the Contractor fail to perform the required repairs or replacements, the cost of performing the repairs or replacements will be deducted from any moneys due or to become due to the Contractor.

Where roadways are to remain open to traffic and existing lighting systems are to be modified, the lighting systems shall remain in operation and the final connection to the modified circuit shall be made so that the modified circuit will be in operation by nightfall of the same day. 110
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Temporary electrical installations shall be kept in effective operation until the temporary installations are no longer required for the traveling public.

During traffic signal system shutdown the Contractor shall place “STOP AHEAD” and “STOP” signs to direct vehicle and pedestrian traffic through the intersection. All signal faces shall be covered when the system is shutdown overnight. Temporary “STOP AHEAD” and “STOP” signs shall be either covered or removed when the system is turned on. “STOP AHEAD” and “STOP” signs shall be furnished by the Contractor and shall conform to the provisions in Caltrans Standard Specification section 12-3.06, “Construction Area Signs.” Minimum size of “STOP” signs shall be 30 inches.

One “STOP AHEAD” sign and one “STOP” sign shall be placed for each direction of traffic. For two-lane approaches, 2 “STOP” signs shall be placed. Location of the signs shall be as directed by the Engineer.

Barricades shall be equipped with flashing warning lights. All power required devices shall be operated by batteries, rather than generators.

Street closures will not be allowed, except as specifically permitted by the Engineer. Traffic control shall be approved by the Engineer.

Lane transitions shall conform to the latest edition of the California Manual on Uniform Traffic Control Devices (MUTCD).

Temporary traffic channelization shall be accomplished with barricades or delineators. Temporary striping will not be allowed unless specifically permitted by the Engineer. The Contractor shall prepare any plans that may be required for temporary striping to the satisfaction of the Engineer.

In no event will temporary striping be allowed on finished pavement surfaces, which are to remain.

The Contractor shall prepare any traffic control or detour plans that may be required as directed by the Engineer. The Contractor shall submit Traffic Control Plans for all work on arterial roads, prepared and signed by a California Registered Civil or Traffic Engineer at least ten (10) working days prior to commencing work.

The Contractor shall schedule an employee to police the temporary delineators and barricades within the travel way during weekday, nonworking hours, and over Saturdays, Sundays, and holidays. Any corrective work required to be done by City forces shall be back charged to the Contractor based on the actual costs, plus City overhead and withheld from the final payment.

7. TRAFFIC/PEDESTRIAN CONTROL
For the protection of traffic in public or private streets and ways, the Contractor shall provide, place and maintain all necessary barricades, traffic cones, delineators, warning signs, lights and other safety devices in accordance with the requirements of the "Manual of Warning Signs, Lights and Devices for Use in Performance of Work Upon Highways", as issued by the State of California, Department of Public Works, Division of Highways and "Work Area Traffic Control Handbook", latest edition, as issued by American Public Works Association. The Contractor shall take all necessary precautions for the protection of the work and the safety of the public. All barricades and obstructions shall be illuminated at night, and all lights shall be kept burning from sunset until sunrise. White reflective bands shall be placed on all cones and delineators at night. 111
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The Contractor, at his or her expense, shall station such guards or flagmen and shall conform to such special safety regulations relating to traffic control as may be required by the public authorities within their respective jurisdictions. All signs, signals and barricades shall conform to the requirements of Subpart G of OSHA Safety and Health Standards for Construction and Standard Specification Section 7-10.3.

It is the City's requirement that through traffic shall be maintained at all times. Each travel lane shall be a minimum 12' wide. Access to driveways shall be required at all times. The Contractor shall provide qualified flagmen with appropriate equipment and signs to direct traffic as needed to the satisfaction of the City Inspector. If flag men are required to direct traffic, communication devices such as radios, CB, etc. shall be provided to them by contractor. Temporary crosswalks shall be provided per the WATCH manual. However, if the City Engineer, or his designee, determines that it is necessary to close and detour traffic around the site, the Contractor shall provide all necessary requirements for traffic control, including signs, barricades and flashers necessary to close/detour traffic around site as directed by the City Traffic Engineer.

At least 48-hours prior to construction within the street right-of-way, the Contractor shall post signs at construction limits affected by the project. The signs shall be readable to traffic from a minimum distance of 75 feet. All the signs shall be removed from the site after completion of construction activities.

The Contractor shall maintain a 24-hour emergency service to remove, install, relocate, and maintain warning devices and shall furnish to the authority, names and telephone numbers of three persons responsible for this emergency service. In the event these persons do not promptly respond when notified, or it becomes necessary to call other forces to accomplish emergency service, the Contractor will be held liable for any costs incurred. These costs will be deducted from the moneys due to the Contractor.

All existing permanent traffic control signs, barricades and devices shall remain in effective operation unless a substitute operation is arranged for and approved as a portion of vehicular traffic control above. Prior to the start of each work day, the Contractor shall perform all necessary work incidental to and commensurate with the proper signing, detouring, barricading, etc., heretofore and hereinafter specified that is required for that particular day's schedule of operations. No construction shall be permitted until such signing and detouring operations have been completed.

The Contractor, at his or her expense, shall submit a detailed traffic control plan to the City Traffic Engineer for approval within three (3) working days after receipt of Notice to Proceed. The plan shall show the proposed section phasing and traffic control for each phase. Locations of detour signing on all intersections and adjacent streets along the detour route shall be shown. The City will approve or comment and return the traffic control plan to the Contractor for revisions within three (3) working days after each receipt. The Contractor shall respond to the City's comments within three (3) working days by resubmitting revised traffic control plans. The revised control plan shall comply with all City comments without exceptions. The Contractor shall notify and furnish copy of the approved traffic control plan to the Public Works, Fire and Police Departments.

Contractor shall use illuminated or reflective warning/construction signs at appropriate locations for the project and/or as directed by the Engineer. Contractor shall also use flashing arrow boards at lane closure tapers in addition to other delineation. 112
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Should the Contractor not furnish and maintain warning and protective measures as stated above, the Engineer will direct attention to the existence of a hazard, and necessary warning and protective measures shall be furnished, installed and maintained by the Contractor immediately.

Continued failure to furnish and maintain warning and protective measures by the Contractor will result in the discontinuance of all work until such time as the Engineer deems that appropriate steps have been taken by the Contractor to correct the situation. Should the Engineer fail to point out the inadequacy of warning and protective measures, such action on the part of the Engineer shall not relieve the Contractor from the responsibility for public safety or abrogate his obligation to furnish and pay for these devices.

Contractor shall at all times provide sufficient safety traffic devices. At the end of each work day normal vehicular traffic shall be restored. When applicable, and at the discretion of the City Engineer, any open excavation shall be completely covered with plywood and enclosed with approved six (6) foot fence or covered and bridged with steel plates. Non-skid, welded herringbone pattern steel plates shall be secured by pinning and surrounded with temporary AC pavement. Open trench steel plates shall be recessed, even with pavement finished surface.

The Contractor shall coordinate efforts and cooperate with the Orange County Transit District as needed to maintain bus schedules and service.

The Contractor shall notify the trash pick-up company, CR&R, of the schedule of work and the limitation of access.

All costs to the Contractor for street closures, detours, barricades, and associated traffic control plans shall be included in the “Traffic/Pedestrian Control” Bid Item.

8. SURVEY CONTROL AND REFERENCE POINTS
Prior to the start of construction, the Contractor (its licensed surveyor or qualified engineer) shall locate all monuments (both of record and not of record), bench marks, and centerline ties within one hundred feet of the construction activity. Additional ties to monuments shall be set when ties are missing (min. four ties per monument). The Contractor shall prepare and submit for review to the City Engineer separate tie sheets and Corner Record sheets (monuments not of record shall have only tie sheets prepared). Corner Records shall conform to the County Engineers’ Association of California’s “Guide to the Preparation of Records of Survey and Corner Records” document as provided by the County of Orange Land Surveyor’s Office and on file in the City of San Clemente City Engineers Office. Upon review by the City Engineer, the Contractor shall file the Corner Records with the County of Orange Land Surveyor’s Office. Certified Corner Records shall be filed with the City Engineer. Prior to final Acceptance by the City, the Contractor shall resurvey all field monuments and centerline ties within the construction zone, prepare tie sheets and corner record sheets as indicated above, and file them with the City Engineer for review.

After review by the City Engineer, the land surveyor shall file the corner records with the County Land Surveyors Office, and file certified copies of the corner records with the City Engineer.

All survey monuments removed or altered as a result of construction shall be reset, corner records shall be filed with the County of Orange Land Surveyor’s Office, and approved final corner records shall be filed with the City Engineer. Centerline ties removed as a result of construction shall be reset and tie sheets filed with the City Engineer.
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Contractor shall provide a letter of certification for all monuments having four or more existing ties which are within 0.02 ft plus or minus of the original City tie sheet records. When several monuments and ties appear on one tie sheet and one of the ties has changed the land surveyor shall re-measure all of the ties and re-file a new ties sheet with the City as required herein.

County of Orange permanent and temporary bench marks within the construction zone shall be located by survey, and the Contractor shall send a written notification of impending construction to the County of Orange Land Surveyor’s Office two weeks prior to construction.

END OF SPECIAL CONDITIONS
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SECTION 01045

EXISTING FACILTIES AND UTILITY CONNECTIONS
SECTION 01045

EXISTING FACILITIES AND UTILITY CONNECTIONS
PART 1 - GENERAL

1.01 DESCRIPTION
This section includes requirements for connection to and abandonment of existing City facilities and utilities.

1.02 CONDITION OF EXISTING FACILITIES
The City does not warranty the condition, size, material, and location of existing facilities.

1.03 LOCATION
It shall be the Contractor's responsibility to determine the true location and depth of all utilities and service connections which may be affected by or affect the work. The Contractor shall also determine the type, material, and conditions of these utilities. In order to provide sufficient lead time to resolve unforeseen conflicts, tying in existing utilities, order of materials, and to ensure that there is no delay in work, the Contractor shall field verify and pothole the utilities with potential conflict a minimum of one week in advance of the pipeline construction. The contractor shall pothole the existing utilities where it deems necessary, including but not limited to those shown on the plans. All costs incurred in exposing utilities shall be included in the Contract proposal.

1.04 PROTECTION OF EXISTING UTILITIES AND FACILITIES
A. The contractor shall be responsible for the care and protection of all existing sewer pipe, water pipe, gas mains, culverts, power or communications lines, sidewalks, curbs, pavement, or other facilities and structures that may be encountered in or near the area of the work.

B. It shall be the duty of the contractor to notify Underground Service Alert and each agency of jurisdiction and make arrangements for locating their facilities prior to beginning construction.

C. In the event of damage to any existing facilities during the progress of the work and of the failure of the contractor to exercise the proper precautions, the contractor will pay for the cost of all repairs and protection to said facilities. The contractor's work may be stopped until repair operations are complete.

1.05 PROTECTION OF LANDSCAPING
A. The contractor shall be responsible for the protection of all the trees, shrubs, irrigation systems, fences, and other landscape items adjacent to or within the work area, unless they are directed to do otherwise on the plans.

B. In the event of damage to landscape items, the contractor shall replace the damaged items in a manner satisfactory to the City representative and the owner, or pay 116
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damages to the owner as directed by the City.

C. When the proposed pipeline is to be within planted or other improved areas in public or private easements, the contractor shall restore such areas to the original condition after completion of the work. This restoration shall include grading, a placement of 5 inches of good topsoil, resoding, and replacement of all landscape items indicated.

D. If the contractor does not proceed with the restoration after completion of the work or does not complete the restoration in a satisfactory manner, the City reserves the right to have the work done and to charge the contractor for the actual cost of the restoration including all labor, material, and overhead required for restoration.

PART 2 - MATERIALS

2.01 GROUT
Grout shall consist of Portland cement and water or of Portland cement, sand, and water; and all grout mixtures shall contain 2% of bentonite by weight of the cement. Grout shall be a pump mix with a minimum of six sacks cement (564 lbs) per cubic yard.

Portland cement, water and sand shall conform to the applicable requirements of the concrete section (Section 03300), except that sand to be used shall be of such fineness that 100% will pass a standard 8-mesh sieve and at least 45%, by weight, will pass a standard 40-mesh sieve.

PART 3 - EXECUTION

3.01 CUT AND PLUG ENDS
The Contractor shall cut abandoned utility lines and plug the ends with same material of pipe or fittings, unless noted otherwise, and block with concrete thrust blocks, unless otherwise specified on the Plans or in the specifications. The removed pipe or material shall be disposed of in a suitable location at the Contractors expense.

3.02 CONNECTIONS TO EXISTING WATER MAINS/SHUTDOWN OF EXISTING FACILITIES (AS NEEDED)
Connection to existing water lines shall be done per the details shown in the Contract Plans.

All connections shall be made by the Contractor unless otherwise shown on the plans or specified herein. The Contractor shall give the City a minimum of two (2) working days notice before the time of any requested shutdown of existing mains or services. The Contractor shall post turn-off notices on all affected services 48 hours prior to the shutdown. Turn-off notice forms will be provided by the City. Connections shall be made only in the presence of the City Inspector, and no connection work shall proceed until the City has given notice to proceed. The Contractor shall furnish all pipe and materials including furnishing all labor and equipment necessary to make the connections, all required excavation, backfill, pavement replacement, lights, and barricades, and he may be required to include a water truck, approved highline pipe, and fittings as part of his 117
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equipment for making the connections. In addition, The Contractor shall assist the City in alleviating any customer hardships incurred during the shutdown. Standby equipment or materials may be required by the City Inspector. Where connections are made to existing valves, the Contractor shall furnish and install all temporary blocking, steel clamps, shackles, and anchors as required, and he shall replace the valve well (box) and cover and adjust the valve cover to the proper grade. The existing valves will only be operated by City personnel. The Contractor will de-water existing mains, as required, in the presence of the City Inspector. All valves, existing or newly installed, shall be readily accessible at all times to the City Inspector for emergency operation.

The City Inspector may postpone or reschedule any shutdown operation if for any reason he feels that the Contractor is improperly prepared with competent personnel, equipment, or materials to proceed with the connection work. If progress is inadequate during the connection operations to complete the connection in the time specified, the City Inspector shall order necessary corrective measures. All costs for corrective measures shall be paid by the Contractor.

The Contractor shall be responsible for determining in advance, the grade (elevation) of all existing pipelines to which connections are to be made. Connections shall be made with as little change as possible in the grade of the new main. If the grade of the existing pipe is below that of the new pipeline, a sufficient length of the new line shall be deepened so as to prevent the creation of any high spot or abrupt changes in grade of the new line.

Where the grade of the existing pipe is above that of the new pipeline, the new line shall be laid at specified depth, except for the first joint adjacent to the connection, which shall be deflected as necessary to meet the grade of the existing pipe. If sufficient change in direction cannot be obtained by the limited deflection of the first joint, a fitting of the proper angle shall be installed. Where the connection creates a high or low spot in the line, a standard air relief or blow-off assembly shall be installed as directed by the City Inspector.

In no event shall the new pipelines be connected to existing facilities until the new pipelines have been successfully pressure-tested and disinfected. The City does not warranty the condition of existing facilities. It is the Contractor’s sole responsibility to provide acceptable pressure testing of his new installation.

3.03 SHUTDOWN OF EXISTING FACILITIES FOR REMOVAL AND NEW PIPE (WATER

LINES) CONNECTION
The Contractor shall coordinate his work with the City Water Department at least one week in advance on the date and hour of his scheduled tie-in operation. Prior to the tiein operation, the Contractor shall make arrangements to ensure the emergency equipment is available in the event the need arises, and identify and ensure all necessary construction materials and equipment for the tie-in operation are readily available at job site, unless noted otherwise.

No shut-down is allowed for the existing water main.

3.04 REMOVE AND RECONSTRUCT
Where so indicated on the plans or in the Special Provisions or as required by the Owner's Representative, the Contractor shall remove the utility and after passage, reconstruct it 118
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with new materials. The Contractor shall take appropriate measures to provide temporary service for the disconnected utility. All reconstruction work shall be in accordance with the applicable specifications.

3.05 ABANDONMENT OF PIPES AND APPURTENANCES
Existing pipes, when required by the plans of specifications, shall be removed from service by one of the following methods as determined by the City Engineer or his designee:

Pipe 4-inch and smaller may be cut and plugged with concrete at intervals not longer than 100-ft.

Pipe 6-inch and larger shall be:
a) removed from the ground, in which case all backfill and repair of surface in accordance with applicable portions of these specifications or,
b) completely filled with slurry by pumping. Slurry for filling shall be per Items 1.03 and

2.04 of Section 03300 of this project’s Technical Specifications.

Removed pipe shall be legally disposed by the Contractor.

3.06 CONNECTION TO ASBESTOS CEMENT PIPE (FOR WATER LINES) Connecting to asbestos cement pipe (ACP) requires ductile iron fittings with gaskets accommodating appropriate outside dimensions of the AC pipe being connected. O.D. of AC pipe shall be measured prior to commencement of the connection work to reduce water system shutdown time.

END OF SECTION
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DEMOLITION, REMOVAL AND ABANDONMENT
SECTION 02050

DEMOLITION, REMOVAL AND ABANDONMENT
PART 1 – GENERAL

1.1 DESCRIPTION
A. The Contractor shall furnish all labor, materials, equipment and incidentals necessary to provide all demolition, dismantling, modifications, removal and abandonment work as called for in the drawings and as specified herein.

B. Demolition includes, but is not limited to, the complete wrecking of storm drains, catch basins, manholes, junction structures, walls and the removal and disposal of demolished materials, as called for on the drawings and as specified herein.

C. Removal includes transportation of demolished and removed materials from the work site and dispose of them offsite.

D. Existing adjacent street improvements shall be protected-in-place.

E. Existing catch basins and local depressions shall be protected-in-place unless noted otherwise.

1.2 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS
A. Comply with the applicable reference specifications as specified in the General Conditions.

B. Demolition activities shall be performed in accordance with applicable City, County, State, and Federal regulations; and after obtaining required permits, and filing required reports.

C. Comply with applicable sections of the California Building Code; latest edition.

D. Comply with the California Code Title 8, Title 22,Title 26 and obtain the required permits.

E. Comply with applicable sections of Standard Specifications for Public Works Construction (SSPWC), latest edition.

1.3 UNIT PRICES
A. Measurement for demolition only is on a lump sum basis for each contiguous area, including submittal of proposed demolition and removal schedule. All other items are as listed in the Bid Form.

1.4 MATERIALS OWNERSHIP
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A. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain property of City, demolished materials shall become the Contractor's property and shall be removed, recycled, or disposed from Project site in an appropriate and legal manner.

1.5 JOB CONDITIONS
A. The location and general condition of the facilities to be demolished are shown on the Contract Drawings. The Contractor shall make allowance in his bid for actual condition of facilities to be demolished.

PART 2 - PRODUCTS (NOT USED)
PART 3 – EXECUTION

3.1 POLLUTION CONTROL
A. Water sprinkling, temporary enclosures, chutes, and other suitable methods shall be used to limit dust and dirt rising and scattering in the air. Comply with government regulations pertaining to environmental protection.

B. Water shall not be used when it creates hazardous or objectionable conditions such as ice, flooding, erosion, or pollution.

C. Water contaminated with sediment or hazardous or toxic materials shall not be allowed to run off into the public storm drain system (including street gutters) or natural channels.

Such runoff shall be intercepted, collected and disposed of according to existing environmental regulations.

3.2 PROTECTION
A. Safe passage of persons around area of demolition shall be ensured. Operations shall be conducted to prevent damage to adjacent buildings, structures, other facilities, and people.

B. Interior and exterior shoring, bracing, or supports shall be provided to prevent movement, settlement or collapse of structures to be demolished, and to adjacent facilities to remain.

C. Existing landscaping materials, structures, and appurtenances, which are not to be demolished shall be protected and maintained as necessary and in accordance with protection of persons and property and restoration of existing improvements of the General Conditions.

D. The Contractor shall protect and maintain conduits, drains, sewers, pipes, and wires that are to remain on the property.

E. Traffic Control Signs. Use traffic barricades with flashing lights where pedestrian and driver safety are endangered in the area of demolition and removal work. Notify the City 121
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prior to beginning such work. Traffic Control shall be in accordance with the Traffic Control Plan provided by the Contractor subject to City approval.

F Existing Improvements. Protect existing improvements to remain in place in accordance with these specifications and General Conditions of the contract

3.3 DISPOSAL OF DEMOLISHED MATERIALS
A. Demolition and removal of debris shall be conducted to ensure minimum interference with walkways, parking areas, and other adjacent facilities which shall not be closed or obstructed without permission from the City. Alternate routes shall be provided around closed or obstructed traffic ways.

B. Site debris, rubbish, all construction materials and other waste resulting from demolition operations shall be removed at the Contractor's expense. Burning of removed materials from demolished structures shall not be permitted on site.

C. Disposal of all refuse, excess materials, and all other substances, shall be in compliance with City, County, State, and Federal rules, regulations, and laws.

3.4 PATCHING AND REPAIRING
A. The Contractor shall provide patching, replacing, repairing, and refinishing of damaged areas involved in demolition as necessary to match the existing adjacent surfaces whether shown or not shown, with materials and procedures approved by the Engineer.

B. The Contractor shall repair all damages caused to adjacent facilities by demolition as directed by the Engineer at no cost to the City.

C. The Contractor shall make a detailed inspection after patching and repairing has been completed, and shall carefully remove splattering of mortar from adjoining work, and repair any damage caused by such cleaning operations.

3.5 CLEANING
A. During and upon completion of work, the Contractor shall promptly remove unused tools and equipment, surplus materials, rubbish, debris, and dust and shall leave areas affected by work in a clean, approved condition in accordance with environmental control of the General Conditions.

B. Clean adjacent structures and facilities of dust, dirt, and debris caused by demolition, as directed by the Engineer, and return adjacent areas to the condition that existed prior to start of work.
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C. The Contractor shall remove and legally dispose of demolished materials and debris from the site.

D. Disposal of all refuse, excess materials and all other substances shall be in compliance with the City, County, State and federal rules, regulations and laws.

3.6 EXPLOSIVES
A. Explosives: Use of explosives will not be permitted.

3.7 ENVIRONMENTAL CONTROLS
A. Comply with federal, state and local regulations pertaining to water, air, solid waste, recycling, chemical waste, sanitary waste, sediment and noise pollution.

B. Protection of Natural Resources: Preserve the natural resources within the project boundaries or restore to an equivalent condition.

C. Confine demolition activities to areas defined by public roads, easements, and work area limits indicated on the drawings.
a. Temporary Construction: Remove indications of temporary construction facilities, such as haul roads, work areas, structures, stockpiles or waste areas.

D. Water Resources: Comply with applicable regulations concerning the direct or indirect discharge of pollutants to underground and natural surface waters. a. Oily Substances: Prevent oily or other hazardous substances from entering the ground, drainage areas, or local bodies of water in such quantities as to affect normal use, aesthetics, or produce a measurable ecological impact on the area. b. Store and service construction equipment at areas designated for collection of oil wastes.

E. Dust Control, Air Pollution, and Odor Control: Prevent creation of dust, air pollution and odors.
a. Store volatile liquids, including fuels and solvents, in closed containers. b. Properly maintain equipment to reduce gaseous pollutant emissions.

3.8 DISPOSAL PRACTICES AND WASTE HAULING
a. Legally transport and dispose of materials that cannot be delivered to a sourceseparated or mixed recycling facility to a transfer station or disposal facility that can legally accept the materials for the purpose of disposal. b. Use waste hauler or Contractor’s trucking services and personnel with certifications compliant with local, state and federal requirements.
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c. Become familiar with the conditions for acceptance of new construction, excavation and demolition materials at recycling facilities, prior to delivering materials. d. Deliver to facilities that can legally accept new construction, excavation and demolition materials or purpose of re-use, recycling, composting, or disposal. e. Do not burn, bury or otherwise dispose of rubbish and waste materials on project site.

3.9 HANDLING OF DEMOLISHED MATERIALS
A. General: Promptly re-use, salvage, recycle, or dispose of demolished materials. Do not allow demolished materials to accumulate or be stored on-site for more than 10 calendar days.

B. Burning: Do not burn demolished materials.

C. Disposal: Transport demolished materials off site and legally reuse, salvage, recycle, or dispose of materials.

END OF SECTION
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TRENCHING, BACKFILLING, AND COMPACTING
SECTION 02223

TRENCHING, BACKFILLING AND COMPACTING
PART 1 - GENERAL

1.01 DESCRIPTION
The Contractor shall comply with the requirement of this section which includes materials, testing and performance of trench excavation, backfilling, compacting, sheeting, shoring, bracing and dewatering of trenches and roadway repair complete shall conform to City Standard No. SD-1 and as specified herewith. The contractor shall properly dispose of all removed and excess materials.

The Contractor shall provide all necessary measures to protect the public's access right and safety.

1.02 RELATED WORK SPECIFIED ELSEWHERE
Polyethylene (PE) Solid Wall Pipe shall conform to the provisions of Section 306-7.1 “Prefabricated Gravity Pipe - General”, Section 306-7.7 “Plastic Sewer and Drainage Pipe”, and Section 207-19, “Polyethylene (PE) Solid Wall Gravity Pipe” and Section 306 “Open Trench Conduit Construction” of the Standard Specifications for Public Works Construction, 2021 Edition, this Technical Specifications and details shown on the plans.

1.03 PAVEMENT ZONES
The pavement zone includes the asphaltic concrete and crushed miscellaneous base section placed over the trench backfill zone.

1.04 BACKFILL ZONE
The backfill zone includes the portion of the trench from the top of the pipe zone to the bottom of the pavement zone in paved areas or to the existing surface in unpaved areas.

1.05 PIPE ZONE
The pipe zone shall include the full width of trench from the bottom of the pipe or conduit to a horizontal level above the top of the pipe, as specified below. Where multiple pipes or conduits are placed in the same trench, the pipe zone shall extend from the bottom of the lowest pipes to a horizontal level above the top of the highest or topmost pipe. Thickness of pipe zone above the highest top of pipe shall be 12 inches and extend to 4 inches below the pipe.

1.06 PIPE BASE
The pipe base shall be defined as a layer of material immediately below the bottom of the pipe or conduit and extending over the full trench width in which the pipe is bedded. Thickness of pipe base shall be four inches (4") below the lowest point of the pipe or bell.

1.07 MEASUREMENT AND PAYMENT
Payment for the work in this section, including sheeting, shoring and bracing of trenches, the 125
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removal, hauling and properly disposal of any wet unsuitable materials, except for dewatering work and plan for diverting, handling and proper disposal of gutter water and pumped water, will be included as part of the Contractor's unit price per linear foot for the various types of pipe as stated in the bid documents.

PART 2 - MATERIALS

2.01 BACKFILL AND COMPACTION – PAVEMENT ZONE
Material below the asphalt concrete base course and above the backfill zone shall consist of Crushed Miscellaneous Aggregate Base per Section 200-2.4 of the Standard Specifications for Public Works Construction. The minimum thickness shall be 7 inches with 95% relative compaction.

2.02 BACKFILL AND COMPACTION—BACKFILL ZONE
Material below the pavement zone and above the pipe zone shall consist of Crushed Miscellaneous Base per Section 200-2.4 of the Standard Specifications for Public Works Construction or Native Backfill if approved by the City. The minimum compaction shall be 90% relative unless otherwise specified.

If Native Backfill is acceptable for use as determined by the City staff, solely at City’s own discretion, the soil shall be fine-grained material free from roots, debris, and rocks with a maximum dimension not larger than 2 inches. Otherwise, native Backfill shall not be used in the Pipe Zone.

2.03 BACKFILL AND COMPACTION--PIPE ZONE AND PIPE BASE
For Ductile Iron, PVC and RCP pipe types the pipe base backfill material shall be sand, or native free-draining material granular material having a sand equivalent not less than 30. For HDPE and PE Solid Wall Pipe types the pipe base and pipe zone backfill material shall be crushed rock per Section 217-1.2 of the Standard Specifications for Public Works Construction. The minimum thickness above the pipe shall be 12 inches and the minimum thickness below the pipe shall be 4 inches with 90% relative compaction unless otherwise shown.

2.04 WATER FOR COMPACTION
Water shall not be used, unless approved by the City Engineer. Water used in compaction shall have a maximum chloride concentration of 500 mg/l, a maximum sulfate concentration of 500 mg/l, and shall have a pH of 7.0 to 9.0. Water shall be free of acid, alkali or organic materials injurious to the pipe coatings.

PART 3 - EXECUTION

3.01 COMPACTION REQUIREMENTS
A. The City may engage the services of a qualified soils engineering firm to determine the relative compaction of the trench backfill.

B. If the backfill fails to meet the specified relative compaction requirements, the contractor 126
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shall rework the backfill until the requirements are met. The contractor shall make all necessary excavations for density tests as directed by the City representative. The Contractor will be responsible for the cost of all additional compaction tests in the reworked areas.

C. Compaction tests shall be performed at random depths and at a maximum of 200-foot intervals and as directed by the City representative.

3.02 MATERIAL REPLACEMENT
Remove and replace any trenching and backfilling material which does not meet the specifications shall be the Contractor's responsibility.

3.03 SHEETING, SHORING AND BRACING OF TRENCHES
The contractor shall comply with the Standard Specifications for Public Works Contracts, Section 306, failure to comply with the standards is cause for stopping work until compliance is met.

3.04 TRENCHING AND BACKFILL
Excavation of every description and of whatever substance encountered shall be performed, to the depths, lines and grades indicated or specified. It may be necessary to increase or decrease the quantity of excavation because of unknown factors. The Engineer reserves the right to change the trench alignment from that indicated by 10 feet horizontally without additional expense to the Owner. If additional piping is required, this will be at the expense of the Owner. All trenching and backfill shall be done in accordance with Section 306 of the Standard Specifications for Public Works Construction and the Contract Specifications.

3.05 LOCATION OF EXCAVATED MATERIAL
During trench excavation, place the excavated material only within the working area. Do not obstruct any roadways or streets. Conform to federal, state and local regulations governing the safe loading of trenches with excavated material.

3.06 IMPORT OR EXPORT OF BACKFILL MATERIAL
Excess excavation soil material shall be removed and disposed of by the Contractor off the project site at the Contract's expense. Excess soil material shall be disposed of in accordance with local regulations.

3.07 MOISTURE CONTENT OF BACKFILL MATERIAL
During the compacting operations, maintain optimum practicable moisture content required for compaction purposes in each lift of the backfill material. Maintain moisture content uniform throughout the lift. If placement is discontinued and proper moisture content maintained, bring upper layer back to proper moisture content by sprinkling, cultivating and rolling the backfill material before placing new material. At the time of compaction, the water content of the material shall be at optimum water content plus or minus two percent (2%). Do not compact material which contains excessive moisture to obtain the required compaction. Aerate material by balding, disking or harrowing to hasten the drying process.
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3.08 DISPOSAL OF EXCAVATED MATERIAL
All excavated material shall be disposed off by the contractor, in accordance with local regulations.

3.09 TRENCH WIDTHS
Excavation and trenching shall be true to line so that a clear space of not more than 8 inches or less than 6 inches in width is provided on each side of the largest outside diameter of the pipe in place measured at a point 12 inches above the top of the pipe. For the purpose of this article, the largest outside diameter shall be the outside diameter of the bell on bell and spigot pipe or the pipe collar.

3.10 LENGTH OF OPEN TRENCH
The maximum allowable length of open trench shall be 600 feet, or the distance necessary to accommodate the amount of pipe installed in a single day, or as directed by the City representative whichever is less or as specified on the plans.

3.11 CORRECTION OF OVER EXCAVATION
Where excavation is inadvertently carried below the design trench depth, suitable provision shall be made by the contractor to adjust the excavation, as directed by the City representative, to meet requirements incurred by the deeper excavation.

Over excavations shall be corrected by backfilling with approved graded crushed rock or gravel and shall be compacted to provide a firm and unyielding sub grade or foundation, as directed by the City representative.

3.12 DEWATERING
The contractor shall provide and maintain at all times during construction ample means and devices with which to promptly remove and properly dispose of all water from any source entering the excavations or other parts of the work. Dewatering shall be done by methods that will ensure a dry excavation and preservation of the final lines and grades of the bottoms of excavations.

Dewatering methods may include well points, sump points, suitable rock or gravel placed below the required bedding for drainage and pumping, temporary pipelines, and other means, all subject to the approval of the City representative. Water shall be discharged in accordance with the requirements of the City’s NPDES permit.

In no event shall the sewer system be used as drains for dewatering the construction trenches.

Dewatering shall commence when groundwater is first encountered and shall be continuous until such times as water can be allowed to rise. No concrete shall be poured in water, nor shall water be allowed to rise around the concrete or mortar until it has set at least eight hours.

Payment for dewatering shall be per lump sum price and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in dewatering. No additional compensation will be allowed 128
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3.13 FOUNDATION STABILIZATION
Whenever the trench bottom does not afford a sufficiently solid and stable base to support the pipe or appurtenances, the contractor shall excavate to a depth below the design trench bottom, as directed by the City representative, and the trench bottom shall be backfilled with 3/4-inch rock and compacted to provide uniform support and a firm foundation.

Where rock is encountered, it shall be removed to a depth at least 6 inches below grade and the trench shall be backfilled with 3/4-inch crushed rock to provide a compacted foundation cushion.

If excessively wet, soft, spongy, unstable, or similarly unsuitable material is encountered at the surface upon which the bedding material is to be placed, the unsuitable material shall be removed to a depth as determined in the field by the City representative and replaced by crushed rock.

3.14 PLACING PIPE BEDDING
Place the thickness of pipe bedding material over the full width of trench necessary to produce the required bedding thickness when the material is compacted to the specified relative density.

Grade the top of the pipe bedding ahead of the pipe to provide firm, uniform support along the full length of pipe. Bedding shall be per City Standard No. SD-1.

Excavate bell holes at each joint to permit assembly and inspection of the entire joint.

3.15 NOT USED.

3.16 BACKFILLING WITHIN PIPE ZONE
Backfill per the detailed piping specification for the particular type of pipe and per the following.

After pipe has been installed in the trench, place pipe zone material simultaneously on both sides of the pipe, keeping the level of backfill the same on each side. Carefully place the material around the pipe so that the pipe barrel is completely supported and that no voids or uncompacted areas are left beneath the pipe. Use particular care in placing material on the underside of the pipe to prevent lateral movement during subsequent backfilling.

Compact material placed within 12 inches of the outer surface of the pipe by hand tamping only.

3.17 BACKFILL WITHIN TRENCH ZONE
Compact per the detailed piping specification for the particular type of pipe and per the following.

Push the backfill material carefully onto the backfill previously placed in the pipe zone. Do not permit free fall of the material until at least 2 feet of cover is provided over the top of the pipe. Do not drop sharp, heavy pieces of material directly onto the pipe or the tamped material around the pipe.

The remaining portion of the trench to the street zone or ground surface, as the case may be, shall be backfilled, compacted and/or consolidated by approved methods to obtain the specified relative compaction.
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55452.01510\32905704.2 107 SECTION 02223

TRENCHING, BACKFILLING, AND COMPACTING
a. Compaction using vibratory equipment, tamping rollers, pneumatic tire rollers, or other mechanical tampers shall be done with the type and size of equipment necessary to accomplish the work. The backfill shall be placed in horizontal layers of such depths as are considered proper for the type of compacting equipment being used in relation to the backfill material being placed.

Each layer shall be evenly spread, properly moistened, and compacted to the specified relative density. The contractor shall repair or replace any pipe, fittings, manholes, or structures as directed by the District representative damaged by the contractor's operations. b. Consolidation of backfill performed by flooding, poling, or jetting shall obtain a relative compaction of the backfill material at least equal to that specified. When flooding, poling, or jetting methods are used, material for use as backfill shall be placed and consolidated in layers not exceeding 3-feet thick. Flooding, poling, or jetting methods shall be supplemented by the use of vibratory or other compaction equipment when necessary to obtain the required relative compaction. Care shall be taken in all consolidating operations to prevent the movement or floating of the pipe. Consolidation methods shall not be used where the backfill material is not sufficiently granular to be self-draining during and after consolidation, or where foundation materials may be softened or otherwise damaged by the quantities of water applied. The contractor shall rectify any misalignment of the pipe because of consolidation operations as directed by the District representative.

3.18 BACKFILL WITHIN STREET ZONE
The street zone within roadbed areas shall be compacted using approved hand, pneumatic, or mechanical type tampers to obtain the required relative compaction.

All work shall be done in accordance with the requirements and to the satisfaction of the city or the agency having jurisdiction.

Flooding and jetting will not be permitted in this Zone.

END OF SECTION
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108 SECTIION 02510

ASPHALT CONCRETE PAVING
SECTION 02510

ASPHALT CONCRETE PAVING
PART 1 - GENERAL

1.01 DESCRIPTION
The Contractor shall furnish all tools, equipment, materials, and supplies and shall perform all labor necessary for the furnishing, removing, disposing, placing and compacting of asphalt concrete (A.C.) pavement and base to the lines, grades and dimensions shown on the Drawings and as specified herein and disposing of removed excess materials.

1.02 SYSTEM
The Work of this Section shall include the removal and replacement construction of asphalt concrete pavement including all asphaltic tack coats as required, or as specified herein or indicated on the Drawings, provided that subgrade preparation shall not be included as part of the Work of this Section, but is covered under "Trenching, Backfilling and Compaction", Section 02223.

1.03 STANDARD SPECIFICATION
Except as supplemented or otherwise specifically modified herein and/or otherwise shown on Drawings, the entire work under this Section shall be in compliance with the provisions of the City’s permit and in Sections of the Standard Specifications for Public Works Construction (SSPWC), latest edition. In case of conflict between any requirements set forth in this Section and any provisions of said Standard Specifications, the requirements set forth herein shall control.

1.04 SUBMITTALS & CERTIFICATION
The contractor shall furnish to the Engineer, at least 10 calendar days prior to placing pavement, the mix design, samples and certification as requested by the Engineer.

1.05 MEASUREMENT AND PAYMENT
Payment for the work in this section will be included as part of the Contractor's unit price bid for the various bid items requiring asphalt and aggregate base replacement including replacement of existing speed humps and striping. The Contractor shall take into account that the existing asphalt thickness may vary by 1” from that indicated on the potholing report (see Appendix 6) and the Contractor shall receive no additional compensation and the City shall receive no credit if the asphalt thickness falls within the variance range.

PART 2 - PRODUCTS

2.01 BASE COURSE
Aggregate base consisting of crushed miscellaneous aggregate base material shall conform to Section 200-1 of the SSPWC.
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2.02 ASPHALT CONCRETE BASE COURSE
Asphalt concrete shall conform to the requirements of Section 203-6 SSPWC "Asphalt Concrete" for Type III, B2-PG70-10, unless otherwise shown on the Drawings or required by local conditions.

2.03 ASPHALT BINDER
Asphalt binder to be mixed with aggregate shall be liquid asphalt or paving asphalt PG64-10, in accordance with Standard Specifications, Section 203-1 SSPWC "Paving Asphalt". Liquid asphalt shall conform to the provisions in Standard Specification Section 203-2 SSPWC "Liquid Asphalt". Paving asphalt to be mixed with aggregate shall be a steam-refined asphalt conforming to the provisions in Section 203-1 SSPWC "Paving Asphalt".

2.04 PAINT BINDER
Liquid asphalt for paint binder shall conform to the provisions in Section 203-2 SSPWC "Liquid Asphalt".

2.05 TACK COAT
Tack coat shall be type SS-1H grade emulsified asphalt conforming to the requirements of Section 203-3 of the SSPWC.

2.06 PAVING CAP
Asphalt concrete paving cap shall be Type III, C3-PG64-10 conforming to SSPWC Section 203- 6, Warm Mix Asphalt (WMA) with zero percent reclaimed asphalt pavement (0% RAP).

PART 3 - EXECUTION

3.01 GENERAL
Conform to the requirements of Sections 203-6, 301-1 and 302-5 of the SSPWC, and as stated herein.

A. The use of steel plates over open trenches shall be limited to a maximum distance of 200-feet linear feet. Steel plates shall be non-skid and pinned in place.

B. Aggregate Base (crushed miscellaneous (CMB)): Aggregate base thickness shall be as shown on plans or for replacement construction, shall be equivalent to, or greater than the existing aggregate base thickness, but no less than 7 inches.

C. Pavement Thickness: Pavement thickness shall not be less than 4½ inches.

D. Trench Paving: Asphaltic concrete shall be spread and compacted in two inch (2") compacted layers, the finished surface of the trench paving of which shall be even with the existing street grade as a leveling course for both before grinding and the final paving cap. This shall be done before any finish surfacing is started. 132
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E. Pavement Grinding and Paving Cap Replacement: Pavement grinding (for existing and new pavement) and paving cap replacement shall be applied per the Plans, the City’s requirements, and SSPWC Section 600-3.

F. At all locations where new asphalt concrete pavement is joining or overlaying existing asphalt pavement, the Contractor shall sawcut existing pavement to provide straight neat lines and feather the new pavement to form a smooth transition with the existing pavement. Contractor shall complete base course paving of all excavated areas by the end of the same working day.

G. The Contractor shall be responsible for checking of grades to eliminate low spots prior to capping and also checking for proper drainage prior to placing the base course and tack coats prior to placing the leveling course.

3.02 ASPHALT CONCRETE BASE COURSE
Asphalt concrete base course shall have a minimum thickness of 4 inches and be constructed over completed and primed (subgrade). Construction shall conform to the applicable requirements of Section 302-5 of the SSPWC.

3.03 TACK COAT
Tack coat shall be uniformly applied to the surface of the lower course of asphalt concrete pavement at the rate of 0.10 gallons per square yard or as specified by the Owner. Application of tack coat shall be in conformance with the applicable requirements specified in Sections 203- 3 and 302-5 SSPWC. Tack coat shall be applied to all vertical surfaces of walls, headers, concrete slabs, pavement joints, and similar faces against which asphalt concrete pavement is to be placed.

3.04 PAVING CAP/GRINDING
Contractor shall grind and cap a minimum of 2 inches as shown in City Standard SD-1, and be in conformance with the City Standards and the specifications.

3.05 PAVEMENT MARKING AND STRIPING
For pavement placement construction, the marking and striping shall be made as the existing following completion of the final asphalt concrete pavement or completion of asphalt slurry seal, where applicable.

For new pavement construction, the marking and striping shall be made in accordance with the governing agency’s requirements.

END OF SECTION
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INSTALLATION OF SIGNING, STRIPING, AND PAVEMENT MARKINGS SECTION 02580

INSTALLATION OF SIGNING, STRIPING, AND PAVEMENT MARKINGS Signing work consists of relocating, removing, furnishing, salvaging and installation of guide, regulatory, and warning signs at the locations shown on the Plans in accordance with the 2006 California Manual on Uniform Traffic Control Devices (CMUTCD), the provision in Section 82, “Signs and Markers” of the Caltrans Standard Specifications, City of San Clemente Standard Plans, and as directed by the Engineer in the Field.

Contractor shall furnish to City's representative a List of Materials to be Used, and approval of the material used shall be obtained prior to its installation.

All striping, including limit lines, arrows, crosswalk lines and pavement marking letters shall be thermo-plastic (ALKYD).

All work necessary to establish satisfactory lines for stripes and all layout work required for pavement markings shall be performed by the Contractor at his expense. Lines shall be established by the application of cat tracks or dribble lines.

Existing stripes and markings shall be removed prior to placing new ones, but in no case shall any section of street be left without the proper striping for more than 24 hours, or over weekends or holidays.

Any painted curb removed during construction must be repainted in kind (i.e., red, yellow, green, white). The red paint material shall be water base and shall be Pervo Paint, Red Curb #3125 or approved equal.

Reference is hereby made to "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", latest edition:

Section 314-4.2 Control of Alignment and Layout (the first paragraph is replaced with the following:

A. No striping or marking work shall start until the Engineer has specifically approved the spotted markings.

The Contractor shall furnish the necessary control points for all striping and markings and shall be responsible for the completeness and accuracy thereof to the satisfaction of the Engineer.

The Contractor shall perform all layout, alignment, and spotting for traffic stripes and markings.

Traffic striping shall not vary by more than ½ inch in 50 feet from the alignment shown on the plans. The dimensional details of the stripes and markings shall conform to the provisions set forth in the Traffic Manual available from Caltrans.

Cat tracking shall consist of stretching a rope on a straight line between control points on tangent alignment and on a true arc, through control points on curved alignment and by placing spots of paint along the rope. The spots shall be not more than 3 inches in width and not more than 5 feet apart on curves or more than 10 feet apart on tangents.

Dribble method may be used only when designated by the City. Dribble lines shall consist of 134
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INSTALLATION OF SIGNING, STRIPING, AND PAVEMENT MARKINGS marking the pavement with a thin line of paint using a striping machine or other suitable device.

Dribble lines shall be on a straight line between control points on tangent alignment and on a true arch through control points on curved alignment.

Paint for cat tracts and dribble lines shall be the same color as the traffic stripes, which are placed.

B. Tolerances and Appearances:

Traffic stripes and pavement markings shall conform to the dimensions and details in accordance with the Standard Specifications.

Completed traffic stripes shall have clean and well-defined edges without running or deformation, shall be uniform, shall be straight on tangent alignment, and shall be on a true arc on curved alignment. The widths of completed traffic stripes shall not deviate more than ¼ inch on tangent nor more than ½ inch on curves from the widths shown on the plans. Broken traffic stripes shall also conform to the following requirements:

1. The lengths of the gaps and individual stripes that form broken traffic stripes shall not deviate more than 2 inches from the lengths requested or shown on the plans.

2. The lengths of the gaps and individual stripes shall be of such uniformity throughout the entire length of each broken traffic stripe that a normal striping machine will be able to repeat the pattern and superimpose additional stripes upon the traffic stripe being applied.

The completed pavement markings shall have clean and well defined edges without running or deformation and shall conform to the dimensions requested or shown on the plans, except that minor variation my be accepted by the Engineer or his designee.

Drips, overspray, improper markings, and striping material tracked by traffic shall be immediately removed from the pavement surface by methods approved by the Engineer. All such removal work shall be at the Contractor’s expense. Ragged ends of segments, fogginess along the sides or objectionable dribbling along the unpainted portions of the stripe shall be removed to the satisfaction of the Engineer or his designee.

The finished product shall have an opaque, well-pigmented appearance with no black or other discolorations showing through.

Existing lines shall be followed in such a manner as to present a uniform, pleasing appearance, and misalignment or disregard to previous painting will not be permitted. Abrupt breaks in alignment between broken segments will not be permitted.

The Engineer or his designee shall inspect completed lines and shall inform the Contractor of any faulty methods or unsatisfactory results. Lines considered unsatisfactory shall be re-striped and reflectorized at the Contractor’s expense and the Engineer shall be the sole judge as to the acceptability of the completed line.

C. Defective Workmanship:
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INSTALLATION OF SIGNING, STRIPING, AND PAVEMENT MARKINGS The Contractor will have ten (10) working days to clean up or correct any unsatisfactory work.

Removal of paint shall be done by water blasting or wet sandblasting. Removal of thermoplastic shall be done by grinding. After sandblasting and grinding, area will be cleaned. The City shall after ten (10) working days retain the right to either call in another Contractor or to perform the work with City forces; and to bill the Contractor time and material charges plus 30 percent for overhead or contract cost plus 15 percent for overhead.

Protection from Damage. The Contractor shall take special care to protect existing reflective pavement markers and shall, at his expense, replace all coated markers.

Newly placed traffic stripes and pavement markings shall be protected from damage by public traffic or other causes until the paint is thoroughly dry.

Application Rate and Requirements (Add the following):

Application: All Thermoplastic shall be applied at 125 mil wet film thickness.

All striping and beads shall be applied at the following rates and in conformance with the following requirements:

All stripes shall be four inches (4”) in width, plus or minus ¼”.

Broken single stripes shall have an alternating pattern of seven-foot (7’) striped sections and seventeen-foot (17’) un-striped sections. Double solid lines shall be four inches (4”) in width.

The rate of application of beads and red paint:
a. Except red paint, Six (6) pounds of beads per gallon of paint. b. Red paint shall have 8 mil wet film thickness, glass beads not required.

The Contractor shall take all reasonable precautions to protect the material during drying time and shall be required to remove all objectionable tracking.

Traffic stripes and pavement markings shall be applied only on dry surfaces and only during periods of favorable weather. Striping shall not be performed when the atmospheric temperature is below 50°F, when freshly striped surfaces may become damaged by rain, or condensation, or when it can be anticipated that the atmospheric temperature will drop below said 50°F temperatures during the drying period.

No work shall be done when weather conditions restrict visibility to less than one mile or when designated by the Engineer.

Surfaces which are to receive traffic stripes, markings or curb painting shall be cleaned of all dirt and loose material.

Mixing and application equipment shall be in accordance with Section 84 of the Standard Specifications.
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INSTALLATION OF SIGNING, STRIPING, AND PAVEMENT MARKINGS B. Materials:

1. Alkyd Thermoplastic Pavement Marking Materials:

1.1 This specification covers Alkyd Thermoplastic, molten applied reflectorized pavement marking material which upon cooling to normal pavement temperature produces a durably screed/extruded reflectorized stripe and/or markings of a minimum 125 mil (3.157mm) thickness and specified width, capable of resisting oil staining and deformation by traffic.

1.2 Materials Composition: The alkyd thermoplastic materials shall be homogeneously composed of the following minimum % by weight components: (a) 18% maleic-modified glycerol ester resin binder; (b) 25% pre-mix glass beads which shall be uncoated and conform to AASHTO M247-81 Type 1; (c) 10% of Titanium Dioxide pigment for white materials; and (d) the yellow pigment shall be heat stabilized encapsulated lead chromate. The material shall not contain any petroleum-derived ingredients. The inert fillers shall consist of calcium carbonate and not silica.

The material specific gravity shall not exceed 2.15. The material shall be tested in accordance with AASHTO M249 and T250 with the appropriate method in Federal Test Method Standard No. 141 or ASTM designation.

1.3 Application: Materials shall be applied in accordance with information provided in the pamphlets “Standard Practices for Successful Alkyd Hydrocarbon and Epoxy Thermoplastic” and “Thermoplastic Application Installation Guide” as well as conform to Caltrans specifications.

1.4 Quality: Service shall be color stability, retro-reflective properties, crack resistance and lack of softening or permanent discoloration due to exposure to oil and grease drippings.

1.5 Observation Period: Prior to consideration of final acceptance of all work completed as required herein and/or shown in the pavement marking plans, there shall be a one (1) year observation period, that the materials will be warranted against the aforementioned items written in Section 5.4.

1.6 The Contractor, at no expense to the City of San Clemente, shall replace any pavement marking not applied at the proper thickness or that will not perform satisfactorily under traffic, by completely removing the existing materials by grinding. No material recapping is allowed.

2.0 Stencils: Contractor shall provide all stencils and street marking legend cutouts, all of which conform to standards presently in use in the City of San Clemente for the re-striping of all existing pavements legends. For all new work, where new legends are required, the Contractor shall use State of California Standards, Traffic Manual, Chapter 6.00.

3.0 Beads used for Reflectorized lines shall conform to the following:

3.1 Beads shall be colorless and free from milkiness.

3.2 Eighty five percent of the beads shall be .015 inches to .037 inches in diameter.

3.3 Beads shall be kept in a dry storage to prevent moisture absorption.

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INSTALLATION OF SIGNING, STRIPING, AND PAVEMENT MARKINGS plans. The removal of traffic stripes and markings shall be accomplished by either of the following methods:

1. Wet Sandblasting: Where blast cleaning is used for the removal of painted traffic stripes and pavement markings or for removal of objectionable material, and such removal operation is being performed within Ten (10) feet of a lane occupied by public traffic, the residue including dust shall be removed immediately after contact between the sand and the surface being treated. Such removal shall be by a vacuum attachment operating concurrently with the blast cleaning operation.

2. Grinding: A minimum of 3 passes with the grinder, per stripe, is required. Removal shall be to a maximum depth of 1/10". Removal depth may exceed 1/10" only when necessary to effectively remove paint, and only on approval by the engineer. Asphalt emulsion slurry shall be applied to the areas where stripes or pavement markings have been removed.

Temporary removal of stripes and pavement markings may be accomplished by either of the above methods or, at the Contractor’s option, by the application of removable black line mask, 3M Series 145, or approved equal. Obliteration of stripes or pavement markings by applying black paint or asphalt emulsion is not an approved removal method.

It shall be the responsibility of the Contractor to properly dispose of the residue from removal of striping and pavement markings.

Payment for removal of traffic stripes, pavement markings and pavement markers, shall be included in the various bid items as shown on the bid form and shall include full compensation for furnishing all labor materials, tools, equipment and incidentals as shown on the plans and required in the Specifications.

Raised pavement markers shall conform to California Department of Transportation Standard Specifications, Section 84, and shall be of the type as called for on the plans. Pavement legend dimensions shall conform to the City stencils. All stripes and pavement legends shall be reflectorized. Blue RPM’s shall be installed at all fire hydrant locations.

Payment shall be lump sum price for all Signing, Striping, and Pavement Markings as shown on the plans and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in traffic stripes, and pavement markings, including establishing alignment for stripe and layout work, and removal of pavement markings and raised pavement markers, installation of new signs and sign posts, relocation of existing signs, etc. as shown on the plans and as required in these specifications. Payment shall include full compensation for doing all the work involved in and removing existing conflicting striping and markings, furnishing and applying painted stripes and markings, and, after thirty days pavement curing has past, application of permanent thermoplastic striping and markings and pavement markers. No additional compensation will be allowed.

END OF SECTION

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SECTION 03300

CONCRETE
PART 1 - GENERAL

1.01 CONCRETE
This section pertains to concrete curbs, gutters, walkways, slurry fill and miscellaneous repairs to improvements. See Section 03310 for “Structural Concrete” for modifications to the channel walls, transition structure, catch basins and junction structures.

Concrete mortar and related materials incorporated into construction shall comply in all respects with Section 201 of the Standard Specifications (Greenbook). Concrete shall be type V, and all reinforcing steel shall be Grade 60 billet steel conforming to ASTM A-615. Where reinforcing kinds and amounts are not shown in the Standard Drawings, or on the approved project plans, reinforcing design must be submitted and approved before construction can be started.

Aggregates: All aggregates fine and coarse, other than lightweight aggregate shall conform to specifications outlined by ASTM C-33-64. Lightweight aggregates fine and coarse shall conform to the specifications outlined by ASTM C-330-64T. Aggregates shall be free of deleterious substances causing relativity with oxidized hydrogen sulfide. Both types of aggregate shall be graded in a manner so as to produce a homogeneous concrete mix. All materials are to be accurately weighed at the central batching facility for mixing.

Cement: All cement shall be Portland Cement conforming to ASTM C150, Type V. Cement content shall be sufficient to produce minimum strength of 4,000 psi, unless otherwise specified on the plans.

Placing; All concrete shall be handled from the mixer or transport vehicle to the place of final deposit in a continuous manner, as rapidly as practicable, and without segregation or loss of ingredients, until the approved unit operation is completed. Concrete shall be placed in layers not over two (2) feet deep. Each layer shall be compacted by mechanical internal or externalvibrating equipment. Duration of the vibration cycle shall be limited to the time necessary to produce satisfactory consolidation without causing objectionable segregation.

Curing: For purposes of early reuse of forms, the concrete may be steam cured after an initial set has taken place. The steam temperature shall not exceed 160 degrees, and the temperature shall be raised from normal ambient temperatures at a rate not to exceed 40 degrees per hour.

The steam cured unit shall not be removed from the forms until sufficient strength is obtained for the unit to withstand any structural strain that may be subjected during the form stripping operation. After the stripping of forms further curing by means of water spraying or a membrane curing compound may be used, and shall be of a clear or white type, conforming to ASTM C 309-

58. All reinforcing steel, including welded wire mesh, shall be of the size and in the location as shown on the plans. All reinforcing shall be sufficiently tied to withstand any displacement during the pouring operation. All bars shall be immediate or hard grade billet steel conforming to ASTM A

15. Bars other than ¼-inch round, or smaller, shall be deformed in accordance with ASTM A 305. 139
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1.02 CONCRETE THRUST BLOCKS
Anchors and thrust blocks shall be constructed in accordance with City of San Clemente Standard No. W-6 and where shown on the drawings and as specified in the manufacturer’s pipe instruction manual, or where directed by the City Inspector and as specified herein. In general, thrust blocks and anchors will be placed at all angle points, tees, hydrant ells, and at valves. The concrete used for thrust and anchor blocks shall be Type V Class 660-C-3750. Medium and high pressure pipe operating at pressure greater than 200 psi shall have civil engineer stamped drawings for detail design.

1.03 Cement-Sand Slurry
Slurry for filling the abandoned pipe shall contain five (5) sacks cement, one (1) sack of fly ash, 30 oz. super plasticizer and mixed with sand for each cubic yard of slurry. The slurry shall be designed and mixed so that it can be pumped and filled into a pipe.

1.04 CONCRETE REMOVAL AND DISPOSAL
All concrete removed including but not limited to thrust blocks, sidewalk, curb and gutter shall be disposed by the contractor at an approved County facility.

1.05 Measurement and Payment
Payment for work in this section shall be included as part of unit price per linear foot for the various types of pipe; or other bid items as stated in the bid document.

PART 2 - EXECUTION

2.01 Hot Weather Requirements
A. During hot weather, proper attention shall be given to ingredients, production methods, handling, placing, protection and curing to prevent excessive concrete temperatures or water evaporation in accordance with ACI 305 and the following:

B. When the weather is such that the temperature of the concrete as placed would exceed 90ºF, ice or other effective means of cooling the concrete during mixing and transportation shall be used so that the temperature of the concrete as placed will not exceed 90ºF.

C. Precautions shall be taken when placing concrete during hot, dry weather to eliminate early setting of concrete. This includes protection of reinforcing from direct sunlight to prevent heating of reinforcing, placing concrete during cooler hours of the day, and the proper and timely application of specified curing methods.

D. There shall be no additional reimbursement for costs incurred for placing concrete in hot weather.

2.02 Cold Weather Requirements
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concrete during freezing or near-freezing weather in accordance with ACI 306 and the following:

B. When the temperature of the surrounding atmosphere is 40ºF or is likely to fall below this temperature, the mixing water shall be heated to, but not exceed, 140ºF. The heated water shall not be allowed to come in contact with the cement before the cement is added to the batch.

C. When placed in the forms during cold weather, the concrete temperature shall be maintained at not less than 55ºF. All materials shall be free from ice, snow and frozen lumps before entering the mixer.

D. The air and the forms in contact with the concrete shall be maintained at temperatures above 40ºF for the first five (5) days after placing, and above 35ºF for the remainder of the curing period. Thermometers shall be provided to indicate the ambient temperature and the temperature two inches (2") inside the concrete surface.

E. There shall be no additional reimbursement for costs incurred for placing concrete during cold weather.

2.03 Bonding to Old Concrete
Existing concrete to which new concrete is to be bonded shall have the contact surfaces coated with epoxy bonding compound. The method of preparation and application of the bonding compound shall conform to the manufacturer's printed instructions and recommendations for specific application for this project.

2.04 Slurry Fill
Slurry fill for the abandoned pipe shall be made by pumping. Two separate pours of slurry shall be applied over a 24 hour period to allow for curing of slurry in the lower reach of the abandoned pipeline. The Contractor shall plug the ends of the pipe, drill a hole on the top of each end of the pipe (for each section), and firmly secure a vertical pipe at a hole of one end for venting and fill slurry from the hole at the other end. This shall be done at no more than 500 foot intervals. The Contractor shall provide all equipment and labor needed to fill slurry until the line is full.

2.05 SLURRY BACKFILL
Not used.

2.06 SIDEWALK REPLACEMENT
The contractor shall be required to remove and replace full panels of sidewalk as necessary for the construction of meters, hydrants or other appurtenances. Any damaged sidewalk will be removed and replaced at the contractor’s expense.

2.07 CURB AND GUTTER REPLACEMENT
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the inspector. Any damage to the curb and gutter will be removed and replaced at the contractor’s expense.

2.08 CONCRETE FINISHING
All exposed surface of concrete shall be floated true to grade and flush to match the adjacent surface. The surface shall be finished smooth with wooden float and steel trowel and finally with fine brush.

All exposed concrete edges shall be finished with 3/4 (min.) radius round edge, unless noted otherwise.

END OF SECTION

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SECTION 03310

STRUCTURAL CONCRETE
PART 1 - GENERAL

1.01 Section Includes
Cast-in-place concrete required for this Work is shown on the Drawings and includes, but is not necessarily limited to, formwork, reinforcement, embedded items, concrete, and finishing for the storm drain structures, the transition structure, catch basins, junction structure and channel wall modifications. For all other concrete see Section 03300.

1.02 APPLICABLE PUBLICATIONS
The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

A. California Building Standards Commission and International Conference of Building Officials
2010 California Building Code
B. Public Works Standards, Inc.:
“GREENBOOK”
Standard Specifications
GREENBOOK” Standard Specifications for Public
Works Construction, Latest Edition.

Standard Plans Standard Plans for Public Works Construction, Latest Edition
C. American Concrete Institute (ACI) Publications
ACI 214 Evaluation of Strength Test Results of Concrete

ACI 304R Guide for Measuring, Mixing, Transporting, and Placing Concrete

ACI SP-66 ACI Detailing Manual

ACI 121R Quality Assurance Systems for Concrete
Construction

ACI 347-71 Recommended Practice for Concrete Formwork

ACI SP-15 Structural Concrete for Buildings ACI 301 with Selected ACI and ASTM References
D. American Society for Testing and Materials (ASTM) Publications:
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ASTM A82 Standard Specification for Steel Wire, Plain, for Concrete Reinforcement

ASTM A615 Standard Specification for Deformed and Plain Billet Steel Bars for Concrete Reinforcement

ASTM A934 Standard Specification for Epoxy Coated
Prefabricated Steel Reinforcing Bars

ASTM C31 Standard Practice for Making and Curing Concrete Test Specimens in the Field

ASTM C33 Standard Specification for Concrete Aggregates

ASTM C39 Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

ASTM C70 Standard Test Methods for Surface Moisture in
Fine Aggregate

ASTM C136 Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates

ASTM C143 Standard Test Method for Slump of Hydraulic
Cement Concrete

ASTM C150 Standard Specification for Portland Cement

ASTM C172 Standard Practice for Sampling Freshly Mixed
Concrete

ASTM C260 Standard Specification for Air-Entraining
Admixtures for Concrete

ASTM C494-92 Standard Specification for Chemical Admixtures for Concrete
E. American Welding Society (AWS) Publications:

AWS D1.4 Structural Welding Code - Reinforcing Steel
F. State of California, Department of Transportation:

Standard Specifications, July 2006 Edition

1.03 SUBMITTALS
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Four copies of the following shall be submitted to the City for review and approval before the start of concrete work.

A. Shop Drawings: The Contractor shall submit complete shop drawings that include reinforcing steel details that conform to ACI SP-66.

B. Test Results: Submit results of all required materials tests including concrete slump tests and concrete strength tests to the City within five (05) calendar days of test completion.

C. Concrete Mixture Design: Submit proportions for a concrete mixture for each strength and type of concrete. Submit a complete list of materials including type, brand, source and amount of cement, aggregate, fly ash, other pozzolans, ground slag, polypropylene, fibers and other applicable reference specifications. Submit additional data regarding concrete aggregates if the source of aggregates changes.

Submittals shall clearly indicate where each mixture will be used when more than one mix design is submitted. The mixture shall be prepared by an accredited laboratory experienced in this field and under the direction of a licensed/registered civil engineer, who shall sign all reports and designs.

D. Concrete Curing Procedures: Submit a statement of procedures that describes the methods, equipment and schedule that will be used for concrete curing as described in this section.

E. Formwork. Indicate general concept of formwork materials, placement, construction and method of support.

1.04 Product Handling
A. Qualifications of installers: Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the Work of this Section.

B. In addition to complying with all pertinent codes and regulations, comply with all applicable provisions of publications ACI 301 and ACI 318 and California Building Code. Where provisions of pertinent codes and standards conflict with these Specifications, the more stringent provisions shall govern.

1.05 QUALITY CONTROL
A. Concrete Testing: All concrete testing shall be done under the guidance of personnel certified in accordance with the National Ready Mix Concrete Association guidelines or equivalent. All concrete testing methods shall be done in accordance with the respective ASTM specifications.

1. Fine and coarse aggregate shall be tested for conformance with ASTM C33. During each shift when the concrete plant is in operation, the gradation of each size of aggregate shall be tested in accordance with ASTM C136. At least one test of moisture content 145
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of coarse aggregate, in accordance with ASTM C566, and at least two tests of moisture content of fine aggregate, in accordance with ASTM C70 or ASTM C566, shall be made per shift.

2. Cement shall be tested at the mill or at the mixing plant for conformance with ASTM C150.

3. One slump test in accordance with ASTM C143 shall be made for the first truck and every cubic yards of concrete produced per day.

The concrete mixture shall be proportioned to have, at the point of deposit, a maximum slump of 4 inches. Samples of fresh concrete shall be taken in accordance with ASTM C172. Squares shall be molded and cured in accordance with ASTM C31, and tested in accordance with ASTM C39. A minimum of four cylinders shall be cast from each sample. Strength tests shall be performed on one cylinder at 7 days and on two cylinders at 28 days. If the 28 day strength tests average of two cylinders from the same sample meets the specified strength requirements, a third cylinder shall also be tested at 28 days, otherwise hold one cylinder for 56 day strength tests. Additional specimens shall be molded as needed by the Contractor or component manufacturer. The Contractor or component manufacturer shall mold, ship, cure, and test the cylinders. The cylinders shall be cured in the same manner as the components and shall be placed at the point where the poorest curing conditions are offered. Evaluation of the compressive test results tested at 28 days shall be in accordance with ACI 214. The Contractor or component manufacturer shall certify that the sampling and test methods conform to the requirements of ASTM C31 and ASTM C39 and that sufficient samples were taken to evaluate the concrete as follows: The average of two consecutive strength test results shall equal or exceed the specified strength and no individual strength test result shall have less than the specified strength. All concrete testing shall be done at the Contractor's expense.

1.07 Inspection
A. Field Observations by City: The Contractor shall notify the City seventy-two (72) hours prior to the pouring of any foundation or elevated floor slabs after all reinforcing, plumbing, electrical, etc., are in place for observation.

B. Special Inspection: Special inspection, as defined in Section 1701 of the California Building Code, shall be implemented as denoted on the drawings. When required, Special Inspection shall include the inspection of the placement of the concrete reinforcement and the placement of the concrete and sampling as defined above.

PART 2 - PRODUCTS

2.01 GENERAL
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The City shall be allowed access to all sites where materials pertaining to this contract are manufactured or constructed for purposes of inspection. Materials delivered and stored at either the manufacturing facility, staging area, or job site shall be properly stored on dunnage or by other appropriate means to prevent direct contact with the ground and/or unnecessary damage.

2.02 MATERIAL
A. Concrete:

1. Aggregates: Aggregates shall conform
to ASTM C33, except as specified
otherwise herein. Aggregates shall be
free from any substance which may be
deleteriously reactive with the alkalis in
the cement. Fine aggregates from
different sources of supply shall not be
mixed or stored in the same stock pile,
or used alternately in the same concrete
mix or the same structure without
approval. The fineness modulus of fine
aggregate shall not be less that 2.40 or
greater the 3.0.

2. Cement: Cement shall conform to ASTM
C150, Type v.

3. Water: Water for mixing concrete shall
be potable, clean and free from injurious
amounts of oils, acids, alkalis, salts,
organic materials or other substances
that maybe harmful to concrete or steel.

B. Grout:

Use a cementitious grout with an ultimate compressive strength of 5,000 psi at 28 days. Grout materials shall conform to the requirements specified for concrete mixes. Admixtures, when used for grout, shall have no injurious effects on steel or concrete. Calcium chloride shall not be used. Treat cut-off rebar and anchor bolts with a corrosion protective coating prior to placing grout when less than 1.5” of grout cover is provided.

C. Corrosion Protection Coating:

Use a bonding agent and reinforcing protective coating such as Sika Armatec 110 EpoCem or Engineer approved equal to treat cut-off rebar and anchor bolts prior to placing grout. Follow manufacturer’s installation requirements and procedures.

D. Epoxy Adhesive
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Use an epoxy adhesive such as Hilti HIT-RE 500-SD epoxy adhensive or Engineer approved equal for bonding reinforcing to existing concrete. Follow manufacturer’s installation requirements and procedures.

E. Steel:

1. Ties and Spirals: Steel for ties and spirals shall conform to ASTM A82.

2. Reinforcing Steel: Non-pre-stressed reinforcing steel shall conform to ASTM A615, Grade 60. Welding of reinforcing steel shall be in accordance with AWS D1.4.

D. Curing Materials:

Provide white-pigmented membrane curing compound for exposed flat concrete: ASTM C309, Type 2, clear, resin type, free from oil, wax, grease or other substance that will be deleterious to floor finishes.

E. Control Joints:

Concrete shall be placed monolithically. Control Joints shall only be used with prior approval from the City.

PART 3 - EXECUTION

3.01 Forms.

Forms shall be in accordance with ACI 301 and ACI 347-21. Provide forms for concrete placement unless indicated or specified otherwise. Set forms true to line and grade and make mortar-tight. Chamfer exposed joints, edges, and external corners of concrete 3/4 inch, unless otherwise indicated. Match the chamfer or radius of existing concrete. Before concrete placement, coat the contact surfaces of forms with a non-staining form-coating compound.

Prevent concrete damage during form removal.

A. Shores and False Work: Contractor shall be fully responsible for the proper strength, safety, and adequacy of all falsework, supports, posts, footings, etc., used on and in connection with the work. Falsework and supports shall be adequate in size and strength to resist the loads imposed upon them without deformation, deflection, or settlement. Construct forms to permit their removal without disturbing the original shoring.

B. Tolerances: Deflection of finish concrete walls & lids shall not exceed 1/8 inch over 8 feet.

C. Rejection of Defective Work Due to Improper Forms: Any movement or bellying of forms during construction or variations in excess of the tolerances specified will be considered just cause for the removal of such forms and, in addition, the 148
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concrete work so affected. Reconstruction of forms and new concrete shall be furnished at no additional cost to the City.

3.02 Concrete Mix Requirements:

The concrete mix shall be a six (06) sack minimum mix and shall have an ultimate compressive strength of 4,000 psi at 28 days. Each component shall be produced of dense concrete with smooth surfaces. Concrete shall be placed promptly after mixing is completed and shall be deposited close to its final position in the form. The maximum permissible water-cement ratio (by weight) shall be 0.45.

3.03 Concrete Placement:

Place concrete in accordance with the following and the recommendations contained in ACI 304.

A. Notify the City at least seventy- two (72) hours before placing concrete.

B. Deposit concrete continuously or in layers of such thickness that no concrete will be placed on concrete which has hardened sufficiently to cause formation of seams or planes or weakness within the section.

C. If a section cannot be placed continuously, provide construction joints as specified herein.

D. Perform concrete placing at such a rate that concrete which is being integrated with fresh concrete is still plastic.

E. Deposit concrete as nearly as practicable in its final location to avoid segregation due to flowing and re-handling.

F. Do not subject concrete to any procedure which will cause segregation.

G. On concrete which is to receive other construction, screed the concrete to the proper level to avoid excessive skimming and grouting.

H. Do not use concrete which becomes non-plastic and unworkable, or does not meet the required quality control limits, or which has been contaminated by foreign materials.

I. Remove rejected concrete completely from the site.

J. Concrete conveying:

1. Handle concrete from the point of delivery and transfer to the concrete conveying equipment, and to the locations of final deposit, as rapidly as practicable and by methods which will prevent segregation and loss of concrete mix materials.

2. Provide runways for wheeled concrete conveying equipment from the concrete delivery point to the locations of final deposit.
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3. Keep interior surfaces of conveying equipment, including chutes and tremies, free from hardened concrete, debris, water, and other deleterious items.

4. Pumps may be used only if they can pump the designed mix. Do not add fine aggregate or water to the mix to satisfy the needs of pumping devices.

5. Use chutes or tremies for placing concrete where a drop of more than sixty (60) inch is required.

6. Where free drop through tremies exceeds eighteen (18) inches, use flow checking devices.

K. Placing concrete in forms:

1. Deposit the concrete in forms in horizontal layers not deeper than twenty-four (24) inch and to avoid inclined construction joints.

2. Where placement consists of several layers, place each layer while preceding layer is still plastic and to avoid cold joints.

3. Remove temporary spreaders in forms when concrete placing has reached the elevation of such spreaders.

L. Cold weather placing: Comply with ACI 306 to protect the concrete from physical damage and reduce strength which would be caused by frost or low temperatures. Do not place concrete when temperature is expected to fall below forty degrees Fahrenheit (40°F) for seventy-two (72) hours after pour. Maintain concrete temperature above fifty degrees Fahrenheit (50°F) and in a moist condition for a minimum of seven (7) days after pour.

M. Hot weather placing: When hot weather conditions exist which would seriously impair the quality and strength of concrete, place the concrete in accordance with ACI 305 and as follows:

1. Maintain concrete temperature at time of placement below eighty degrees Fahrenheit (80°F).

2. Use chilled mixing water or chopped ice to control concrete temperature, using the water equivalent of the ice in calculating the total water content.

3. Cover the reinforcing steel with water soaked burlap if the steel becomes too hot.

4. Do not allow the steel temperature to exceed ambient air temperature immediately prior to placement of concrete.

5. Wet the forms thoroughly prior to placement of the concrete.

6. Use set-control admixtures as approved by the Construction Administrator.

3.04 Consolidation
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A. General:

1. Consolidate concrete in accordance with the provisions of ACI 309.

2. Consolidate each layer of concrete immediately after placing by use of internal concrete vibrators.

3. Do not use vibrators to transport concrete inside the forms.

4. During all phases of operation, maintain a frequency of not less than seven thousand (7,000) vibrations per minute per internal vibrator.

5. Do not vibrate forms or reinforcement.

B. Equipment:

1. Provide adequate number of units and power source at all times.

2. Maintain spare units on hand to assure adequacy.

3. If, in the opinion of the City Construction Administrator, the equipment being used is not adequate to accomplish proper consolidation, the Construction Administrator may order delay in further placement of concrete until such equipment is available for use at the location of placement of concrete.

C. Procedures:

1. Limit duration of vibration to time necessary to produce satisfactory consolidation without causing segregation of aggregates.

2. Insert the vibrator so as to penetrate the lift immediately below the one being placed, and manipulate to blend the two (2) lifts.

3. Do not insert the vibrator into lower courses which have begun to set.

4. Use the vibrator to melt down the concrete as it is being placed, and use the vibrator to consolidate the mass of concrete. In the case of wall construction, assign at least one (1) vibrator and vibrator operator to melting down the mix; and assign at least one (1) vibrator and vibrator operator to consolidating the mass of concrete.

5. Space the insertions of the vibrator which is used to consolidate at spaces not exceeding twice the radius of action shown in Table 5.1.4 of ACI 309.

6. During the consolidation phase, do not insert the vibrator at points more than eighteen (18) inches apart.

D. Maintenance of vibrators: Initiate a maintenance program for the vibrators to assure they are operating at peak efficiency at all times and to facilitate the effective consolidation of concrete.
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3.04 Joints
A. Construction joints:

1. Horizontal construction joints will not be permitted.

2. If construction joints necessary for progress of the Work are not shown on the Drawings, show them in complete detail on shop drawings.

3. Where noted on drawings, provide keyways at least one and one-halve (1-1/2) inch deep in construction joints in walls, slabs, and between footings and walls. Otherwise use roughened joints.

4. Unless noted otherwise, provide deliberately roughened construction joint between walls and footings. Remove all laitance and loose materials down to sound aggregate. Average amplitude of roughened surface shall be one-forth (1/4) inch.

5. Place construction joints perpendicular to the main reinforcement. Continue reinforcement across the construction joints.

3.05 Curing
A. Concrete shall be cured by using curing compounds.

B. Curing compounds shall not be used on surfaces when their use may be detrimental to bonding of concrete, caulking and sealants or the specified surface finish or coating. Curinghardener-sealer type compounds shall be used for exposed slabs. Curing compounds will not be permitted on surfaces to receive deck coating and fluid applied waterproofing.

C. Curing Compound - General:

1. Application shall commence immediately following completion of specified finishing.

2. When applying compound, the surfaces shall be damp but shall be free from standing water.

3. Surfaces shall be covered with a uniform and even film of compound, as supplied.

Using pressurized spray equipment, apply in a single coat to achieve total coverage as recommended by manufacturer.

4. When curing compound is applied inside enclosed spaces, adequate mechanical ventilation shall be provided and maintained throughout the periods of application.

3.06 Concrete Finishing
A. Trowel finish: Apply trowel finish to surfaces that are to be exposed to view, unless otherwise shown.

B. Broom finish: Apply broom finish to all walking surfaces unless otherwise shown.

Broom the surface by running a concrete broom across the surface. After applying broom finish, cure the concrete.
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3.02 REMOVAL OF FORMS AND SHORES
A. The supporting forms and shoring shall not be removed until the members have acquired sufficient strength to support their weight and the loads superimposed thereon safely. In no case may any forms or shoring be removed until the time and sequence has been approved by the Engineer. Earlier removal than specified below may be approved by the City’s representative, based on the weather and tests of job-cured cylinders. All formwork shall be removed without damage to the concrete.

B. After form and shore removal, Contractor shall repair any existing structure used to support formwork and/or shore. Damaged concrete shall be repaired with an approved cementitious epoxy material.

3.03 Drypacking
Perform all drypacking, grouting, and particular patching directed by the City or needed for proper completion of the Work. Use only the approved grouting material and apply it in strict accordance with the manufacturer's published recommendations to produce a grout which will not shrink and which will attain a minimum compressive strength of 5000 psi at seven (7) days.

3.04 Remedial Work
The following concrete work will be considered defective and may be ordered by the City to be removed and replaced at Contractor's expense.

A. Concrete:

1. Incorrectly formed

2. Not plumb or level

3. Not specified strength

4. Containing rock pockets, voids, honeycomb

5. Containing wood or foreign matter

6. Not in accordance with the intent of the Drawings and specifications.

B. Concrete finishing work:

1. Not true to elevation

2. Not pitched to drain when called for

3. Not surfaced as specified

4. With any loose or roughened or defaced surfaces
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5. Not true to 1/8" in 8' of straightedge in any direction

6. Not in accordance with the intent of the Drawings or Specifications.

C. Patching:

1. Repair defective areas and fill form-tie holes and similar defects in accordance with Chapter 9 of ACI 301.

2. 0Where, in the opinion of the City a defect occurs, repair defect area as directed by the City.

3.05 Clean-Up
At completion of this Work, Contractor shall remove from the premises all surplus material, equipment, and debris resulting from this Work.

END OF SECTION

END OF TECHNICAL SPECIFICATIONS
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132 APPENDIX 1

INSURANCE REQUIREMENTS
APPENDIX 1

INSURANCE REQUIREMENTS

1. WORKERS’ COMPENSATION AND EMPLOYER’S LIABILITY 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 officials, officers, employees, agents, and volunteers. Company or companies providing insurance coverage shall be acceptable to City, if in the form and coverage as set forth in the Contract Documents.

2. COMMERCIAL GENERAL LIABILITY INSURANCE
a. Contractor shall procure and maintain during the life of this Contract and for such other period as may be required herein, at its sole expense, occurrence form Commercial General Liability insurance coverage, at least as broad as the most current ISO CGL Form 00 01 including but not limited to, premises liability, contractual liability, products/completed operations if applicable, personal and advertising injury which may arise from or out of Contractor’s operations, use, and management of the Project site, or the performance of its obligations hereunder.

Policy limits shall not be less than $1,000,000 per occurrence, $2,000,000 general aggregate, for bodily injury, personal injury and property damage, including without limitation, blanket contractual liability, and a $2,000,000 completed operations aggregate. Defense costs shall be paid in addition to the limits. b. Such policy shall comply with all the requirements of this Article. The limits set forth herein shall apply separately to each insured against whom claims are made or suits are brought, except with respect to the limits of liability. Further the limits set forth herein shall not be construed to relieve the Contractor from liability in excess of such coverage, nor shall it limit Contractor’s indemnification obligations to City, and shall not preclude City from taking such other actions available to City under other provisions of the Contract Documents or law.
c. Contractor shall make certain that any and all subcontractors hired by Contractor are insured in accordance with this Contract. If any subcontractor’s coverage does not comply with the foregoing provisions, Contractor shall indemnify and hold City harmless from any damage, loss, cost, or expense, including attorneys’ fees, incurred by City as a result thereof.
d. All general liability policies provided pursuant to the provisions of this Article shall comply with the provisions of the Contract Documents.
e. All general liability policies shall be written to apply to all bodily injury, including death, property damage, personal injury, owned and non-owned equipment, 155
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blanket contractual liability, completed operations liability, explosion, collapse, under-ground excavation, removal of lateral support, and other covered loss, however occasioned, occurring during the policy term, and shall specifically insure the performance by Contractor of that part of the indemnification contained in these General Conditions, relating to liability for injury to or death of persons and damage to property. If the coverage contains one or more aggregate limits, a minimum of 50% of any such aggregate limit must remain available at all times; if over 50% of any aggregate limit has been paid or reserved, City may require additional coverage to be purchased by Contractor to restore the required limits. Any umbrella policy shall “follow form” to the underlying primary policies.

3. AUTOMOBILE LIABILITY INSURANCE
Contractor shall take out and maintain at all times during the term of this Contract Automobile Liability Insurance at least as broad as ISO CA 00 01 (Any Auto) covering bodily injury and property damage for all activities of the Contractor arising out of or in connection with Work to be performed under these Contract Documents, 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.

Such insurance shall be provided in a form and with insurance companies acceptable to City and comply with the provisions of Section 7 below.

4. CONTRACTORS POLLUTION LIABILITY
Not Applicable.

5. UMBRELLA INSURANCE.

Contractor shall obtain and maintain an umbrella insurance policy with limits of not less than $4,000,000 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 automobile liability. Such policy or policies shall include the following terms and conditions:
a. 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;
b. Pay on behalf of wording as opposed to reimbursement; c. Concurrency of effective dates with primary policies; and d. Policies shall “follow form” to the underlying primary policies. e. Insureds under primary policies shall also be insureds under the umbrella or excess policies.

6. BUILDER’S RISK [“ALL RISK”]
Not Applicable.
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7. FORM AND PROOF OF CARRIAGE OF INSURANCE
a. Any insurance carrier providing insurance coverage required by the Contract Documents shall be authorized to do business in the State of California unless waived, in writing, by City’s Risk Manager. Carrier(s) shall have an A.M. Best rating of not less than an A-:VII.
b. Insurance deductibles or self-insured retentions greater than $5,000 must be declared by the Contractor, and such deductibles and retentions shall have the prior written consent from City. At the election of City the Contractor shall either 1) reduce or eliminate such deductibles or self-insured retentions, or 2) procure a bond which guarantees payment of losses and related investigations, claims administration, and defense costs and expenses.
c. Contractor shall cause its insurance carrier(s) to furnish City with either 1) a properly executed original Certificates(s) of Insurance and certified original copies of Endorsements effecting coverage as required herein, or 2) if requested to do so in writing by City’s Risk Manager, provide original Certified copies of policies including all Endorsements and all attachments thereto, showing such insurance is in full force and effect. All required policies of Commercial General Liability insurance shall be endorsed to name the City, its officials, officers, employees, agents and volunteers as additional insureds. For all policies of Commercial General Liability insurance, Contractor shall provide endorsements in the form of ISO CG 20 10 10 01 and 20 37 01 01 (or endorsements providing the exact same coverage) to effectuate this requirement. Further, all policies of insurance shall contain or shall be endorsed to contain the covenant of the insurance carrier(s) that shall provide no less than thirty (30) days written notice be given to City prior to any material modification or cancellation of such insurance. d. In the event of a material modification or cancellation of coverage, City may terminate or Stop Work pursuant to the Contract Documents, unless City receives, prior to such effective date, another properly executed original Certificate of Insurance and original copies of endorsements or certified original policies, including all endorsements and attachments thereto evidencing coverages set forth herein and the insurance required herein is in full force and effect. Contractor shall not take possession, or use the Project site, or commence operations under these Contract Documents until City has been furnished original Certificate(s) of Insurance and certified original copies of Endorsements or policies of insurance including all Endorsements and any and all other attachments as required in this Section. The original Endorsements for each policy and the Certificate of Insurance shall be signed by an individual authorized by the insurance carrier to do so on its behalf.
e. All required insurance coverages shall contain or be endorsed to waive subrogation against the City, its officials, officers, employees, agents, 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 Subcontractors. Contractor shall indemnify and hold City harmless from any 157
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damage, loss, cost, or expense, including attorneys’ fees, incurred by City from Contractor’s failure to ensure its Subcontractors waive right of recovery against City.
f. It is understood and agreed to by the parties hereto and the insurance company(s), that the Certificate(s) of Insurance and policies shall so covenant and shall be construed as primary, and City’s insurance and/or deductibles and/or self-insured retentions or self-insured programs shall not be construed as contributory. The Contractor shall provide endorsement(s) to this effect at the City’s request. g. City reserves the right to adjust the monetary limits of insurance coverage’s during the term of this Contract including any extension thereof-if in City’s reasonable judgment, the amount or type of insurance carried by the Contractor becomes inadequate.
h. In the event any policy of insurance required by the Contract Documents does not comply with these specifications or is canceled and not replaced immediately so as to avoid a lapse in the required coverage, 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 Contract, effective upon notice.
i. Contractor acknowledges and agrees that actual or alleged failure on the part of the City to inform Contractor of non-compliance with any requirement imposed no additional obligation on the City nor does it waive any rights hereunder. j. Requirements not limiting. Requirements of specific coverage or limits 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..
k. Contractor shall be responsible for causing all Subcontractors of any tier working under this Contract to purchase insurance meeting the requirements contained herein, including adding the City its officials, officers, employees, agents and volunteers as Additional Insureds to the subcontractor’s policies. All policies of Commercial General Liability insurance provided by Subcontractors shall be endorsed to name the City, its officials, officers, employees, agents and volunteers as additional insureds using endorsement form ISO GC 20 38 04 13 (or an endorsement providing the exact same coverage) to effectuate this requirement.

Contractor shall not allow any Subcontractor to commence work relating to these Contract Documents until it has received satisfactory evidence of Subcontractor’s compliance with all insurance requirements under this Contract. The Contractor 158
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INSURANCE REQUIREMENTS
shall provide satisfactory evidence of compliance with this section upon request of the City.
159
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APPENDIX 2

APPLICABLE STANDARD DRAWINGS
160
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....._ __ AGGREGATE BASE.

SEE NOTE 7 BELOW.

BEDDING tMTERIALS SHAU. BE SAND, OR
NATIVE FREE-DRAINING GRANULAR tMTERIAL

HAVING A SAND EQUIVALENT OF NOT LESS
THAN 30, AND PER SECTION 306-6 BEDDING

OF STANDARD SPECIFICATIONS AND SECTION
02223 OF PROJECT SPECIFICATIONS.
(•) DRAWING NOT TO SCALE

1. ALL TRENCHING AND BACKFILL SHAU. BE DONE IN ACCORDANCE WITH SECTION 306, STANDARD SPECIFICATIONS, EXCEPT THAT THE BACKFILL ZONE SHAU. BE COMPACTED TO A MINIMUM 90" COMPACTION.

2. IF THE EDGE OF THE TRENCH IS WITHIN 3 FT. OF THE GUTTER, COLD MILL AND PAVE ALL THE WAY TO EDGE OF THE GUTTER .

3. TRENCHES ON COU£CTOR AND ARTERIAL STREETS SHAU. BE GROUND FULL WIDTH OF A TRAVEL LANE.

4. TRENCH RESTORATION SHAU. INCLUDE RESTORATION IN KIND OF ALL EXISTING IMPROVEMENTS REMOVED AND/OR DISTURBED BY THIS WORK, INCLUDING BUT NOT LIMITED TO SPEED BUMPS AND TRAFFIC LOOPS.

5. A.C. CAP SHAU. BE PLACED NO LATER THAN 5 WORKING DAYS AFTER BASE COURSE. APPLY TACK BEFORE PLACING A.C. CAP.

6. A.C. BASE COURSE SHAU. BE TYPE W TYPE Ill, B2-PG 70-10. A.C. CAP SHAU. BE~• TYPE Ill, C3-PG 64-10 PER ORANGE COUNTY PUBLIC WORKS DEPARTMENT STD. PLAN 1805. ASPHALT CEMENT SHAU. BE WARM MIX ASPHALT (WtM) WITH O" RAP.

7. tMTCH EXISTING AGGREGATE BASE DEPTH. IF EXISTING AGGREGATE BASE DEPTH IS LESS THAN 7", PROVIDE 7• MIN. CRUSHED MISCELLANEOUS BASE (C.M.B.). C.M.B. SHAU. BE PER SECTION 200-2.4 OF S.S.P.W.C. (GREEN BOOK).

8. RECESSED STEEL PLATES ARE REQUIRED AFTER EXCAVATION WHEN TRENCHES ARE NOT READY FOR BACKFIWNG OPERATIONS OR MUST REMAIN OPEN FOR FURTHER WORK BEFORE RESTORATION CAN COMMENCE. ... ~----------------------..---------------------------41 APPROVED BY: t) Citv of San Clemente ~ .,,....,,,...-=-====--===-=-===- C80091 V _ D.T. RIBINSDOHJ', 1mLffllS DIDC'l'OI R.C.E. NO. DATE Public Worb Department - BDcmeertnc I>Maion ~-------------------...---+-----------------------------4 0 ---------------+----+-----11 STD.NO.
~ Storm Drain Installation,
ii Trench Backfill and SD-1 i Roadway Repair , o KARI: RBVISIONS APPR. DATE 162
CASE A
I .. A
I - - - - - 7 CURB OPENING
2' 600 mm I• W .1 CATCH BASIN
WHERE NO EXST GUTTER I I 8
PLAN
CURB FACE I I .. ~----..;;..;;;.;.=---"-""'--'-"-=->,-----1 I i-------------- N K N
FLOW

FLOW - - POINT A PROFILE

POINT B
2' 600 mm

WHERE NO EXST GUTTER
,-----7 CURB OPENING I- w • I CATCH BASIN
I I C
CASE B
PLAN
I I .. ,-------------i 11---------------.-
N L
FLOW
- POINT A
-·
~POINT G
L
~
N
FLOW
-

PROFILE

SECTION A-A SECTION B-B SECTION C-C
-....aAlll>rrlHE
PIBJC - STAI- INC.

IE'i, --... 2005;-.
- 2021

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
ST ANDARO Pl.AN
LOCAL DEPRESSIONS AT CATCH BASINS 313-4
163
CASE C c
2' 600 mm ~BSIDE I g~~TING WHERE NO EXST GUTTER CATCH BASIN w ~D
' G .. I CURB OPENING
CATCH BASIN w/

GRATING

POINT B
N L
...... ~o

POINT D

POINT C
L

POINT A POINT B
CASED
2' 600 mm
~-------D--~
r------------, ~

WHERE NO EXST GUTTER I W I
I. D • I

STRAIGHT GRADE
___ N _____ K ___ I :L~

POINT A
I.LI
u
<
LL. ::i:

OJ

GRATE OR MANHOLE

POINT B

CURB OPENING

CATCH BASIN
PLAN
N

PROFILE
PLAN
N

PROFILE
!5 + GRATIN
u MANHOLE >- ►,
..

SECTION D-D
~ SECTION E-E

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

LOCAL DEPRESSIONS AT CATCH BASINS
ST AN>ARD Pl.AN
313-4
164
,-- --7 CURB OPENING
CASE E I w I CATCH BASIN
~c PLAN ---- ----- ====
::l:,' (600 mm)

POINT B

POINT C

STRAIGHT GRADE POINTE
-I
VALLEY
1-

WHERE NO EXST GUTTER
CASE F

STRAIGHT GRADE
VALLEY
K K

CURB OPENING PLAN
CATCH BASIN w/ STRAIGHT GRADE

GRATING VALLEY
~~~~~;=f==t===:::::;;~;:::::;:=1=:i::;;::::::::st.c====:;c==t=::1:~000 mm) ~C • WHERE NO EXST GUTTER
CASE G

STRAIGHT GRADE
VALLEY
K
r-----w------1
I W I

POINT C

MANHOLE

IN STREET
K
~c
CURB OPENING p LAN

CATCH BASIN

STRAIGHT GRADE
VALLEY ------..---- - - -
.-I •--~-K __ c___ WHERE NO EXST GUTTER
----------"T~---_-_-_-_-_-_-_--~-[1---,------
OPEN

POINT B (CASE F AND G) PROFILE

POINT B (CASE E)

POINT C (CASE E AND G)

POINT C ( CASE F CASES E, F, G

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION ST ANDARO PLAN LOCAL DEPRESSIONS AT CATCH BASINS 313-4
165
NOTES:

1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 1/2" (15 mm) RADIUS.

2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB AT THE ENDS OF THE LOCAL DEPRESSION. THE CURB FACE AT POINTS B AND C SHALL BE THE

NORMAL CURB FACE OF THE ADJACENT CURB AT THE ENDS OF THE LOCAL DEPRESSION PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN.)

3. IN EXISTING STREETS WHERE NO PAVEMENT RECONSTRUCTION IS SPECIFIED ON THE PLANS,

THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURF ACE.

4. IN NEW STREETS OR IN EXISTING STREETS WHERE PAVEMENT RECONSTRUCTION IS SPECIFIED ON THE PLANS:

THE ELEVATIONS OF POINTS F AND G SHALL BE SET H1 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS A AND D, RESPECTIVELY.

THE ELEV A TIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C, RESPECTIVELY.

THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE.

WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB.

5. DIMENSIONS:

H, H1, H2 AND H3 SHALL BE AS NOTED ON THE PLANS.

G = 24" (600 mm)
K = 5'-0" (1500 mm)
L = 6'-0" (1800 mm)
M = 41-0" (1200 mm)
N = 5'-0" (1500 mm}
W = WIDTH OF CURB OPENING FOR CATCH BASIN
WG = WIDTH OF GRATING(S) FOR CATCH BASIN

ST AND ARD PLANS FOR PUBLIC WORKS CONSTRUCTION

LOCAL DEPRESSIONS AT CATCH BASINS
ST Atl>ARD PLAN
313-4
166
ct. MAIN LINE RCP OR

REINFORCED MONOLITHIC
ARCH, SEE NOlE 2----•
80 mm (3") MIN
H
I
I
I
I
~OUND
EDGE
ro 3• R
(75 mm)
I I
I
I
J
SEE NOlE 1
H
I I
r---r- I I
-e==---::,l I J
STA110N POINT

CONNECTOR PIPE
3• MIN SEE NOlE 3
--:::a--1---- - (BO mm)

STATION POINT

LATERAL

REINFORCING STEEL
SPRING
LINE

UNDISTIJRBED
EARTH-----'V ~----H ___________ H_-i
PLAN
SEE NOlE 3
~ OR r O 1a•
10M 450 mm) C TIE BAR
G BARS #4 0 s•
(f13M O 150 mm)
tF BARS f5 (r1 SM) O 3" (75 mm OC
CONCRElE CRADLE,
450-C-2000 (265-C-14),
SEE NOlE 9
ct. LAlERAL/

CONNECTOR PIPE

TABLE OF

VALUES FORT
B
15" (375 mm
21• (525 mm)
27" (675 mm)
33" 825 m
36" (900 m
T
5" (130 mm)
5" (130 mm)
5" (130 mm)
5" (130 mm)
5 1/2" (140 mm)
G BARS
SECTION z-z SECTION M-M

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
l'lt0MUI.Oll lED BY lHE:
l't&JC llllRCS STANIINIDS NC.
--nu: 1184
REV. 1tee. 1-, 200I

JUNCTION TRUCTURE-PIPE TO PIPE
N£T 0~24• 600 mm m 00>1 MAl4 LIi: D
USE WllH S A OARD SPECIFICATIONS
SEE OCPW STANDARD PLAN 331-3-0C FOR CONDITIONS

STANDARD PLAN
331-3
2 167
NOTES

1. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN 1 /2 THE INSIDE DIAMETER D OF THE MAIN LINE; OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER THAN 24" (600 mm). B SHALL NOT EXCEED 0. 75 D OR 39" (975 mm).

2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN, D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL

SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A REINFORCED MONOLITHIC ARCH.

3. STATIONS SHOWN ON THE PLANS FOR LATERALS APPLY AT THE INTERSECTION OF CENTERLINES OF MAIN LINE AND LATERAL. STATIONS

SHOWN ON THE PLANS FOR CATCH BASIN CONNECTOR PIPES

APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH THE CONNECTOR PIPE CENTERLINE.

4. VALUES FOR A, B, C AND D SHALL BE SHOWN ON THE PLANS.

ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER NOTE 5.

5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PLANS IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY.
b. ELEVATION R SHALL BE SHOWN ON THE PLANS ONLY IF A

STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OF AN INLET PIPE.
c. ELEVATION S SHALL BE SHOWN ON THE PLANS IF AN INLET
PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE

SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE CATCH BASIN OR GRADE BREAK IN LINE.

6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN RADIALLY IF ANGLE A IS GREATER THAN 45°, B IS LESS THAN OR EQUAL TO 24" (600 mm) AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN

0.5 D: OTHERWISE, SPPWC 340 SHALL BE USED.

7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE.

8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE

TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE

CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF THE SPUR.

9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALL EXTEND 12" (300 mm) ABOVE THE TOP OF THE MAIN LINE AND TO THE LIMITS OF THE CRADLE.

IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED.

10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 40, (ASTM A 615M, GRADE 300), AND BE PLACED 1 1 /2" ( 40 mm) CLEAR FROM CONCRETE SURF ACES,

UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 6" (150 mm).

11. FLOOR OF THE SPUR SHALL BE STEEL-TROWELED TO THE SPRING LINE OF THE SPUR.

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 331-3
IN ID
SEE OCPW STANDARD PLAN 331-3-OC FOR CONDITIONS
168
THE FOLLOWING STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION, 2009 EDITION, OF THE PUBLIC WORKS STANDARDS, INC. HAVE BEEN ADOPTIED BY OCPW WITH CONDITIONS WHICH SHALL APPLY TO OCPW USE. THE CONDITIONS ARE LISTIED BELOW.

SP.PWC # OCPW #
331-3 331-3-0C

NAME AND CONDITIONS

JUNCTION STRUCTURE PIPE-TO-PIPE
INLET ID > 24" (600 MM) OR OD > MAIN LINE

1. REVISE THE NAME OF STANDARD PLAN 331-3 TO "JUNCTION
STRUCTURE-TYPE IV".

2. ADD NOTIE:

12. JUNCTION STRUCTURE-TYPE IV SHALL BE USED ONLY WHEN
SUFFlCIENT MEANS OF ACCESS IS AVAILABLE FOR STORM DRAIN MAINTIENANCE.

3. REPLACE "TABLE OF VALUES FOR T" WITH:

TABLE OF

VALUES FORT
B T
12" 6"
15" 6"
18" 6"
21" 6"
24" 7"
27" 7"
30" 7"
33" 8"
36" 8"
39" 8"

4. INCREASE DIMENSION "T" AT EDGES TO A MINIMUM OF
6 INCHES+(PIPE WALL THICKNESS).

COUNTY OF ORANGE, OC PUBLIC WORKS DEP

JUNCTION STRUCTURE-PIPE PIPE
SPPWC STANDARD PLAN - INLET ID> 24" (600 mm) OR OD> 1/2 MAIN LINE ID (JUNCTION STRUCTURE-TYPE IV)
STD.PLAN
SHT. 1 OF 1
SEE OCPW STANDARD PLAN 380-4-OC FOR CONDITIONS
169
#4 @ 12" (#13M @ 300 mm)
L
,------560-C-3250 (330-C-23) CONCRETE
1" (25 mm) (TYP)
I
I
I
I
N I
NEW OR o I
EXST PIPE-+--I
I
FLOW
#4 @ 12"
(#13M @ 300 mm
6" MIN.
ro m~r
CUT
NO. 2
LINE--+--
3-#4 ( #13M) CIRCULAR TIES,
SEE'. N6lE 9
0 0
--+--CUT
6" MIN.
150 mm
NO. 2
LINE

3.14 (Dc,-D)
DETAIL "A" (SEE NOTE 10)

SONO-TUBE, OR EQUAL, INTERIOR FORM
CUT NO. 1: SAW THE TUBE AT AN ANGLE OF A/2 WITH THE
TRANSVERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH
SECTIONS TOGETHER FORMING THE DEFLECTION ANGLE A.

CUT NO. 2: SAW THE TUBE LONGITUDINALLY REMOVING A STRIP

3.14 (Do-D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE.

D L T
12" (300 mm) 12" (300 mm) 4" (100 mm)
18" (450 mm) 12" (300 mm) 5" (125 mm)
24" (600 mm) 12" (300 mm) 6" (150 mm)
30" (750 mm) 18" (450 mm) 7" (175 mm)
36" (900 mm 18" (450 mm) 9" (225 mm)
~2" (1050 mm) 18" (450 mm) 9" (225 mm)
48" (1200 mm 18" (450 mm) 10" (250 mm
57" (1425 mm) 18" (450 mm) 10" (250 mm
~o" (1500 mm 21 " (525 mm) 11" (275 mm)
~6" (1650 mm 21 " (525 mm) 11 " (275 mm)
172" (1800 mm) 24" (600 mm) 12" (300 mm

SURFACE
DETAIL "B"

TYPICAL JOINT FOR

REINFORCED CONCRETE PIPE

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGAlED BY THE
PUBLIC WORKS STANDARDS INC.

GREENBOOK COMMITTEE
1992
REV. 1996, 1997, 1999, 2009

CONCRETE COLLAR FOR RCP
300 mm lHROUGH 12• 1800 mm

STANDARD PLAN
380-4
SHEET 1 OF 2
SEE OCPW STANDARD PLAN 380-4-OC FOR CONDITIONS
170
NOTES
12"

1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 10%.

2. FOR CURVE JOINTS (SEE DETAIL B, SHEET 1)

IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS GREATER THAN 1" (25 mm), BUT IS LESS THAN 3" (75 mm)

A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH
SSPWC 306-1.2.4.

IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS EQUAL TO OR GREATER THAN 3" (75 mm), BUT LESS THAN 6" (150 mm), A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE IS 6" (150 mm) OR GREATER, A TRANSITION STRUCTURE IS REQUIRED.

3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON THE MAIN LINE.

4. CONNECTOR PIPES
A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A

CONCRETE COLLAR, L AND T SHALL BE THOSE OF THE LARGER
PIPE. D=D1 OR D2, WHICHEVER IS GREATER. B. WHEN D1 IS EQUAL TO OR LESS THAN Dz, JOIN INVERTS AND WHEN D1 IS GREATER THAN D2, JOIN SOFFITS.

5. FOR PIPE LARGER THAN 72" (1800 mm) SPECIAL COLLAR DETAILS ARE REQUIRED.

6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER.

7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 (A 615 M) GRADE 40 (300).
8 . WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D+(2X WALL THICKNESS) + T.

9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS GREATER THAN 21" (525 mm) AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 3" (75 mm) OR LARGER.

CIRCULAR TIES: PIPE DIAMETER NO. OF

CIRCULAR TIES
21" (525 mm) OR LESS 3
24" (600 mm) TO 30" (750 mm) 3
33" (825 mm) TO 57" (1425 mm) 4
60" (1500 mm) TO 72" (1800 mm) 5
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 3" (75 mm), THE

NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 6" (150 mm) O.C.

10. WHERE THE PIPE IS 21" (525 mm) OR LESS IN DIAMETER AN INTERIOR

FORM OF UNSEALED SONO-TUBE OR EQUAL SHALL BE USED TO
PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE
LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 24" (600 mm)

OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE

INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED.

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 380-4
SHEET 2 OF 2

COUNTY OF ORANGE, OC PUBLIC WORKS DEPARTMENT

CONCRETE COLLAR FOR RCP
12" (300 mm) THROUGH 72" (1800 mm) SPPWC STANDARD PLAN - Revision: August 2018
Approved
STD. PLAN
380-4-OC
SHT. OF 1 1

PARTMENT
RCP
T NT
171
THE FOLLOWING STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION, 2009 EDITION, OF THE PUBLIC WORKS STANDARDS, INC. HAVE BEEN ADOPTED BY OCPW WITH CONDITIONS WHICH SHALL APPLY TO OCPW USE. THE CONDITIONS ARE LISTED BELOW.

SPPWC # OCPW #
380-4 380-4-0C

NAME AND CONDITIONS

CONCRETE COLLAR FOR RCP
12" THROUGH 72"

1. REPLACE NOTE 1: "A CONCRETE COLLAR IS REQUIRED WHENEVER D1 IS UNEQUAL TO D2 OR THE PERMITTED DEFLECTION AT A PIPE JOINT IS EXCEEDED; THAT IS, WHEN ANGLE "A" IS GREATER THAN THE PERMITTED DEFLECTION ANGLE. (SEE TABLE)"

2. REPLACE NOTE 2: "CONCRETE COLLARS SHALL NOT BE CONSTRUCTED ON MAIN

LINE STORM DRAINS UNLESS SHOWN ON THE PLANS OR ORDERED BY THE ENGINEER."

3. ADD NOTES:

11. THE VALUE FOR ANGLE "A" SHALL BE SHOWN ON THE IMPROVEMENT PLANS.

12. WHERE THE SLOPE OF THE UPSTREAM PIPE IS GREATER THAN THE SLOPE OF THE DOWNSTREAM PIPE, JOIN SOFFITS. WHERE THE SLOPE OF THE UPSTREAM PIPE IS LESS THAN THE SLOPE OF THE DOWNSTREAM PIPE, JOIN INVERTS.

13. BEVELED PIPE MAY BE USED IN LIEU OF A CONCRETE COLLAR IF APPROVED BY THE ENGINEER.

14. A CONCRETE COLLAR SHALL NOT BE CONSTRUCTED CONNECTING A LARGER

DIAMETER PIPE UPSTREAM TO A SMALLER DIAMETER PIPE DOWNSTREAM UNLESS SHOWN ON THE IMPROVEMENT PLANS OR ORDERED BY THE ENGINEER.

4. REPLACE TABLE:

D L T LA
12" (300 mm) 12" (300 mm) 4" (100 mm) 01 ·49'35"
18" (450 mm) 12" (300 mm) 5" (125 mm) 01 ·15•14"
24" (600 mm) 12" (300 mm) 6" (150 mm) 00·58'27"
30" (750 mm) 18" (450 mm) 7" (175 mm) 00°47'23"
36" (900 mm) 18" (450 mm) 9" (225 mm) 00·39'51"
42" (1050 mm) 18" (450 mm) 9" (225 mm) 00°34'23"
48" (1200 mm) 18" (450 mm) 10" (250 mm) 00°30'14"
54" (1372 mm) 18" (450 mm) 10" (250 mm) 00·26'58"
60" (1500 mm) 21" (525 mm) 11" (275 mm) 00·24'21"
66" (1650 mm) 21" (525 mm) 11" (275 mm) 00·22·12"
72" (1800 mm) 24" (600 mm) 12" (300 mm) 00·20•23"
172
a::::
<(
w
_J
()
= ,....
(0
T
SEE STD. PLAN 1306 FOR

FACE PLATE, PROTECTION BAR,
& EYE BOLT DETAILS.
a..
::::>
w '-----....--
~
:r:
2" DIA. I WEEPHOLES * AT SIDES &
2" H BACKWALL
--~--c-~-. AT2~ OC;

STEEL LIST
(/)
c.,
z c.,
I- z ~ _Jo w ,,...._ ...... I-- • (0
c.,= <(00 .-- _J tn I') LL. .-- [l_ ,....
0 (I) wWZ
0::: a::: UW <( w <( <( (/) _J
CD CD LL'--'a_
~
::::> :t z
(/) (/)
_J a::: WO
3:: :r:
00 Cl Z
<(
(/) ,,..... a.. _J (0
~ W 0
(/) ~ a::: t")
_J (/) <( .....
w CDZ
w c., <(
I-- z oz a.._J (/) u - a::: I-- •
~ 0 ()~
<( LL. ~ (/)
c., ~ 0
W a:::W
= a::: a..~
i,>Jt '--'
2 WEEPHOLESi---1--+---~f----l,...........--1--..,__---f (/) 2 i---34"---• I T I--

SECTION A-A
MIN. PER
WALL; MIN.
6" BELOW
KEYED
1 2
CONST. JOINT 3
5 3'-10¾"
12 7'-3¾"
19 10'-8¾
w <i. I--
2 2 0 '<t 0
z >=II:: 2 3 w ~ 2 4 w
(/)
~~---~--~~~ (TYP.)
* SEE NOTE 9 ON SHEET 2 I-gi- • I #4 DEF. BARlli ,,
** TO BE DETERMINED BY THE ENGINEER = . ~ ~ AND AS INDICATED ON PLANS. ~_:____ ==='==J1 :i_

SCORING LINE

ANCHOR A ANCHOR DOWEL DETAIL
#4@6"0C (TYP.) END WALL
DETAIL
R
SEE STD. PL
1307 FORS

DETAILS
f 0 STOVE BOLTS

AND LOCKWASHERS
w
~~~ f 0 ANCHORS
DOWEL
CURB
FLOW
-=:::r---
W5X18.5X45"
½" STOVE BOLTS~ .... ---..

AND LOCKWASHERS. iz:::dl:t:::z:J
(PLACE BETWEEN j ~ LGRATE SLATS).

T __ --L-------- T TOTAL: 4 SECTION W-W
A PLAN
COUNTY OF ORANGE, OC PUBLIC WORKS DEPA STD.PLAN
Revision: August 2018 1304
INLET TYPE IV SHT. 1 OF 2
173
NOTES:

1. BASIN SHALL HA VE ONE GRATING UNLESS OTHERWISE SPECIFIED.

2. CURB OPENING SHALL CONFORM TO CURB ALIGNMENT.

3. CURVATURE OF THE END WALLS AT THE CURB OPENING SHALL BE FORMED BY CURVED FORMS AND SHALL NOT BE MADE BY PLASTERING.

4. DIMENSIONS:

HIKE-UP SHALL BE IN SAME PLANE AS LOCAL DEPRESSION.

R= ~ INCH FOR LOWER END WALL OF A SINGLE BASIN, OR THE LOWEST BASIN OF A SERIES OF SPREAD BASINS.

R=O FOR ALL OTHER END WALLS.

X=8f INCHES FOR TYPE "A2-6" CURB.

X=8 FOR TYPE "A2-8" CURB.

T=6 INCHES FOR H=8 FEET OR LESS.

T=8 INCHES FOR H=8 FEET-1 INCH TO 20 FEET.

H=3 FEET-6 INCHES UNLESS OTHERWISE SPECIFIED.

L=2 FEET-10i INCHES FOR ONE GRATING. ADD 3 FEET-4~ INCHES FOR EACH ADDITIONAL GRATING.
(SEE NOTE 4, STD. PLAN 1306 WHEN L = 7 FEET).

5. EXPOSED SURF ACES OF THE CATCH BASIN SHALL CONFORM IN SLOPE, GRADE, COLOR, FINISH AND SCORING TO EXISTING IMPROVEMENTS ADJACENT TO THE BASIN. THE TOP SHALL BE FINISHED TO CONFORM TO STANDARD SIDEWALK SLOPE AND FINISH WHERE NO SIDEWALK EXISTS.

6. OUTLET PIPE SHALL BE TRIMMED TO THE FINAL SHAPE AND LENGTH BEFORE CONCRETE IS PLACED.

7. BASIN FLOOR SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 12: 1 (H: V) MINIMUM AND 3: 1 (H: V) MAXIMUM RESPECTIVELY, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.

8. MISCELLANEOUS: SEE IMPROVEMENT PLANS FOR LENGTHS. SEE STD. PLANS 1306, 1307 AND 1308 FOR FACE PLATE, FACE PLATE ANCHORAGE, MISC. INLET DETAILS, ADDITIONAL NOTES, GRATE AND FRAME DETAILS, STEP DETAILS AND LOCAL DEPRESSION DETAILS.

9. WHEN THE OUTLET PIPE IS CONSTRUCTED WITHIN THE ROADWAY A MIN. OF 30 INCHES (CO. ORD. NO. 6-3-69) OR THE ROADWAY STRUCTURAL SECTION THICKNESS PLUS 6 INCHES, WHICHEVER IS GREATER, SHALL BE MAINTAINED BETWEEN THE TOP OF PIPE AND THE ROADWAY SURFACE. 10 A STAINLESS STEEL MARKER PER THE SPECIAL PROVISIONS WITH THE WORDS "NO DUMPING DRAINS TO OCEAN" SHALL BE MOUNTED ON THE TOP OF THE INLET WITH SILKABOND ADHESIVE OR EQUAL.

11. CONCRETE STRENGTH AND TYPE SHALL BE PER STD. PLAN 1803. )
STD.PLAN
Revision: August 2018 1304
INLET TYPE IV SHT. 2 OF 2
174
CURB
LINE
w
u
<(
LL ,-...
tD ~ 0::
=>~
uo
NZ
..- w
0:: w
oe
~
---7"

ALTERNATE ANCHORS
.
..- ~it¥:~~~~====~~
0o. N
:,.: • _l_ ... . . . .
-------8"---~
9is"x10" ROLLED PLATE (ASTM A36, ALHAMBRA
FOUNDRY A-3911 APEX STEEL CORPORATION X412
b OR EQUAL, GALVANIZED BOTH SIDES), FORMED AS SHOWN. ..-

BATTER TO

CONFORM WITH

ADJOINING CURB

HEX NUTS
1JfJ" HOLE IN PLACE
. ¾" TYP .> , @
PROTECTION BAR, SEE NOTE 9
½" 0 STIRRUP
1" SUPPORT BOLT
,~-1:1

FACE PLATE ANCHORAGE

AND CURB SUPPORT DETAIL
LENGTH OF NO. OF ½" 0 ANCHORS,
8" AFTER WELD FACE PLATE CURB OPENING ANCHORS
3'-6" OR LESS 2

ALTERNATE
ANCHORS 1 ~=====~======~ :
..-
,-
THE ½" 0 x 8" STUD SHALL
BE ELECTRICALLY WELDED.
~
7'-0"
10'-0"
14'-o"
21'-o"
1)fo" HOLE IN PLATE
%" GALV.

STEEL EYEBOL T
A NELSON H4F SHEAR

CONNECTOR OR EQUAL
SHALL BE USED. EYEBOL T AND ALTERNATE

ANCHOR DETAIL FOR FACE PLATE

COUNTY OF ORANGE, OC PUBLIC WORKS DEPA
Revision: August 2018

MISCELLANEOUS CURB INLET DETAILS AND NOTES
3 4
5 7
STD.PLAN
1306
SHT. 1 OF 3
175

ANGLE TO MATCH

CURB FACE
½" GALV.

STIRRUP
¾" 0 PROTECTION BAR

SUPPORT BOLTS

AS NEEDED
½" 0 AT 3'-6" O:__J_
.•. . :.
•
3½"x 3½"x ~s" GALV.

ANGLE FACE PLATE

PROTECTION BAR
1" SUPPORT BOLT

DETAIL A
TOP OF

CURB LINE

COUPLING
(TYP.) 5"
....
• •
..
= ......
~
......
1Xs"x 10" GALV.

STEEL FACE PLATE
1" CLEAR t6"
--------SEE ..... NOTE 4-------i

PROTECTION BAR DETAIL
STD.PLAN
Revision: August 2018 1306
MISCELLANEOUS CURB INLET DETAILS AND NOTES SHT. 2 OF 3
176
NOTES:

1. ONE EYEBOL T SHALL BE PLACED 12 INCHES FROM EACH END OF FACE PLATE.

2. EYEBOL TS SHALL BE SYMMETRICALLY SPACED IN THE CURB OPENING SO THAT THE UNSUPPORTED SPAN IS NOT MORE THAN 4 FEET; SUPPORT BOLTS, WHEN USED, SHOULD BE CONSIDERED AS EYEBOL TS IN THE SPACING.

3. ONE COUPLING SHALL BE PLACED 6 INCHES TO THE RIGHT OR LEFT OF EACH EYEBOL T WITH THE EXCEPTION OF THE LAST EYEBOLT. COUPLINGS SHALL BE THREADED TO FACILITATE REMOVAL OF PROTECTION BAR.

4. GALVANIZED STEEL SUPPORT BOLTS SHALL BE INSTALLED WHEN LENGTH OF CURB OPENING EXCEEDS 7-FEET AND SHALL BE SPACED AT NOT MORE THAN 7 FEET ON-CENTER AND NOT LESS THAN 5 FEET ON-CENTER.

5. FACE PLATE ANCHORS SHALL BE UNIFORMLY SPACED NOT TO EXCEED 4 FEET BETWEEN CENTERS AND SHALL BE PLACED 4½ INCHES FROM EACH END OF THE FACE PLATE. AN ANCHOR SHALL BE PLACED OVER EACH W-BEAM IN A GRATING INLET.

6. A COUPLING MAY BE OMITTED PROVIDED THE PROTECTION BAR IS REMOVABLE AFTER INSTALLATION.

7. ALL METAL SHALL BE GALVANIZED AFTER FABRICATION.

8. SUPPORT BOLTS, EYEBOLTS, AND ANCHORS MAY BE ATTACHED BY A FULL PENETRATION BUTT WELD AS AN ALTERNATE.

9. PLACE A ¾-INCH DIA. PROTECTION BAR HORIZONTALLY ACROSS THE ENTIRE LENGTH OF THE CURB OPENING.

10. SEE STD. PLAN 1307 FOR ADDITIONAL MISCELLANEOUS INLET DETAILS AND NOTES.

11. CURB SECTION SHALL MATCH ADJACENT CURB TYPE.

12. CURB OPENING SHALL CONFORM TO CURB ALIGNMENT.

13. HEIGHT OF CURB OPENING WILL VARY WITH THE TYPE OF CURB AND THE DEPTH OF THE LOCAL DEPRESSION (STD. PLAN 1308).

14. THE ANGLE AS SHOWN ON DETAIL A SHALL BE ALLOWED ONLY WHEN ON APPROVED PLANS.

STD.PLAN
Revision: August 2018 1306
MISCELLANEOUS CURB INLET DETAILS AND NOTES SHT. 3 OF 3
177
1'-11%"
!}fo" 1 • • 11 ¾" NOTES:
• I- -I, .. BEARING BARS TO BE
~-I I 3½"x ¼" BARS
ON 1 ¾" CENTERS.
1 0000000~0 _j ¾" DIA. CROSS BARS
;,. 00000J:t .... 0 B RESISTANCE WELDED OR
;,. f 0000000000 ELECTROFORGED TO
~ 0000000000 BEARING BARS.

A
l
2'-1"
2'-0"
BAR
A
J
l_ 0000000000 WEIGHT OF GRATE - 141 LBS
=
(0
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or~~oooo usE TYPICAL FRAME As sHowN ,4,-.....c:::::i ___ c:::::i_ ~ A~ 1'1s" FILLET WELD FULL DEPTH ...._L_4 ,.-x 3"x
,~
v4" ♦ =,.-,1
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L ______..._ ___
~r

SECTION A-A SECTION B-B
WELDED STEEL GRATE ~
NOTE:

SECTION A-A

TYPICAL FRAME
2"
WEIGHT OF GRATE = 155 LBS

USE TYPICAL FRAME AS SHOWN
~B
~
~Jr ~ ~ ~ • ll+Hl - ¾"• 11- .... ~~~*;~:r=:
¾"~ IIJ~~~ =
1~~~~ ~ SECTION A-A

CAST MODULAR IRON GRATE
Revision: August 2018

SECTION B-B

GRATE & FRAME DETAILS
(SEE SHEET 3 FOR LOCKING DEVICE)
STD.PLAN
1307
MISCELLANEOUS CURB INLET DETAILS AND NOTES SHT. 1 OF 3
178

STEP DETAIL
NOTES:
¾" GALVANIZED STEEL
STEP (SEE NOTE 4)
#4, TOTAL: 3

ALTERNATE

REINFORCED FLOOR
(SEE NOTE 7)

1. GRATE AND FRAME SHALL BE GALVANIZED; SEE GREENBOOK OR SPECIAL PROVISIONS.

2. FOR "T" WALL THICKNESS SEE TABLE ON INLET PLAN.

3. REINFORCING STEEL SHALL BE (14 BARS AT 18 INCHES ON CENTER PLACED 1½ INCHES CLEAR TO INSIDE OF BOX, UNLESS OTHERWISE SHOWN.

4. STEPS - NONE REQUIRED WHERE "H" IS 3 FEET-6 INCHES OR LESS. INSTALL ONE STEP 16 INCHES ABOVE FLOOR WHEN "H" IS MORE THAN 3 FEET-6 INCHES AND LESS THAN 5 FEET-0 INCHES. WHERE H" IS MORE THAN 5 FEET-0 INCHES, STEPS SHALL BE EVENLY SPACED AT 16 INCHES INTERVALS FROM 16 INCHES ABOVE FLOOR TO WITHIN 12 INCHES OF THE TOP OF THE BOX. PLACE STEPS IN WALL WITHOUT PIPE OPENINGS.

5. PIPE{S) CAN BE PLACED IN ANY WALL.

6. EXCEPT FOR INLETS USED AS JUNCTION BOXES AND AS NOTED ON PLANS, BASIN FLOORS SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HA VE A LONGITUDINAL AND LATERAL SLOPE OF 12: 1 (H: V) MINIMUM AND 3: 1 (H: V) MAXIMUM RESPECTIVELY, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8

PERCENT IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.

7. ALTERNATE REINFORCED FLOOR AT THE OPTION OF THE CONTRACTOR.

STD. PLAN ·
Revision: August 2018 1307
MISCELLANEOUS CURB INLET DETAILS AND NOTES SHT. 2 OF 3
179
CONSTRUCTION NOTES:
',) USE ¾ INCH THICK STEEL BAR. DRILL ½ INCH HOLE & COUNTERSINK WITH ¾ INCH \.V DRILL ¾ INCH DEEP. WELD TO GRATE. PAINT TO PREVENT RUST. 0 ½ INCH DIA. ALLEN BOLT. 0 USE ½ INCH CONCRETE ANCHOR QB_ ½ INCH THREADED RECEIVER WELDED TO FRAME IF THERE ARE AN EYEti NUMBER OF
BARS IN THE GRATE, INSTALL THE HOLDDOWNS IN THE CENTER SPACE 3'-4"
GRATE

TEFLON TAPE

GRATE HOLD-DOWN
Revision: August 2018
IF THERE ARE AN OOQ. NUMBER OF BARS IN

THE GRATE, INSTALL THE HOLD-DOWNS ON
OPPOSITE SIDES OF THE CENTER BAR.
¾" DIA.

CROSS
BARS
TYP
NOTES:

BEARING
BARS
¾" DIA.
3'-4"

SECTION A-A
BEARING BARS TO BE 3½" X ~"
BARS ON 1 ¼" CENTERS.
¾" DIA.

CROSS
BARS
¾" DIA. CROSS BARS RESISTANCE WELDED
OR ELECTROFORGED TO BEARING BARS.

STD.PLAN
1307
MISCELLANEOUS CURB INLET DETAILS AND NOTES SHT. 3 OF 3
180
CF
25'
6'
FACE PLATE; SEE STD. - ------- PLAN 1306 FOR DETAILS ---..._ CF+3"
t.

L 3'
I ½
:- .... . ..... '
--~~--=J-~:::-::--:-1--...:•·::._. '.::~·-i· ~iif:IJ Grading Plane <0 SECTION A-A ~
""'J
i
TWO 2" DIA. WEEPHOLES AT 12" OC

IN INLET (IF CMS IS UTILIZED IN

ROADWAY STRUCTURAL SECTION)
SEE NOTE 4
25'

ORMAL STREET

CROSS SLOPE
#4-3'-o"
@ 12" oc
6'
<O
STREET . I ,.
4' • I
CROSS SLOPr' 3L"
PLAN
L
B 3'
45-~ \
WHEN AT~

B CURB RETURN
TRANSITION CURVE TO ½

DELTA OF CURB RETURN
) 78 CF~~";. :· : 6" TO 10" CF TRANS 8" TO 12" CF TRANS

POINT DISTANCE BELOW TC DISTANCE BELOW TC
@ 0.38' 0.50'
CB) 0.34' 0.47'
NOTES:

SECTION B-B BASED ON 1. 7 PERCENT STREET CROSS SLOPE.

1. LOCAL DEPRESSION SHALL NOT BE CONSTRUCTED UNTIL CONNECTING CURB AND GUTTER HAS BEEN

COMPLETED OR SHALL BE CONSTRUCTED MONOLITHICALLY WITH CONNECTING CURB AND GUTTER, UNLESS OTHERWISE APPROVED BY THE ENGINEER.

2. LOCAL DEPRESSION SHALL CONFORM TO SAME SHAPE WHETHER GRATE INLET OR CURB OPENING, OR BOTH, ARE USED.

3. LENGTH OF OPENING "L" SHALL BE SPECIFIED ON PLANS.

4. BOTH ENDS OF DEPRESSION SHALL BE SYMMETRICAL ABOUT CENTERLINE OF OPENING IN SUMP CONDITION.

5. SEE STD. PLAN 1306 FOR CURB OPENING DETAIL.

6. SEE STD. PLAN 112-2-0C FOR JOINT DETAILS.

COUNTY OF ORANGE, OC PUBLIC WORKS DEPA STD.PLAN
Revision: August 2018 1308
LOCAL DEPRESSION SHT. 1 OF 2
181
STD. CURB
& GUTTER
X
X
WPJ
w

BOTTOM OF 'X'
CF+1"

SECTION A-A
RAMP
w
3' MIN.

X (3' MIN.)

OUTSIDE FACE

OF INLET

SIDEWALK
WPJ
PLAN
I
t.. INLET I
TYPE "A"
NOTES:

1. TYPE A LOCAL DEPRESSION SHALL BE USED ADJACENT TO DRIVEWAY DEPRESSIONS ONLY.

2. USE OF TYPE A LOCAL DEPRESSION MAY REQUIRE LENGTHENING OF INLET TO PROVIDE ADEQUATE HYDRAULIC CAPACITY.

COUNTY OF ORANGE, OC PUBLIC WORKS DEPA
Revision: August 2018

LOCAL DEPRESSION
STD.PLAN
1308
SHT. 2 OF 2
55452.01510\32905704.2 138
APPENDIX 3

WASTE MANAGEMENT REQUIREMENTS

182
City of San Clemente/Environmental Programs
910 Calle Negocio, Suite 100
San Clemente, CA 92673
Phone (949) 498-9436 / Fax (949) 361-8316
CR&R (877) 728-0446
City of San Clemente Building Permit Applicants
Construction & Demolition Debris Recycling Requirements San Clemente Municipal Code 8.69, Ordinance #1286
To obtain a Building Permit for covered construction and demolition (C&D) projects, Applicants are required to have one of the following:
• An approved Waste Management Plan (WMP)
or
• Elect to use a C&D recycling bin provided by the City’s franchise waste hauler.

Applicants can choose to use the City’s franchise waste hauler and can arrange for service by contacting CR&R at (877) 728-0446 and requesting a C&D bin for their project.

Covered Projects
All construction, demolition, and renovation projects within the City removing recyclable material shall be considered “Covered Projects.”
The WMP documents how Applicants will meet the City's State mandated goal of reducing the quantity of C&D debris disposed of at landfills by 75% or greater.

All forms are available at permit application and must be completed, submitted and approved prior to permit issuance.

Building Permits will not be issued without an approved WMP or CR&R work order.

DO NOT LANDFILL CONSTRUCTION DEBRIS
Local Landfill Does Not Recycle Construction Debris
(Please note the local Prima Deshecha landfill is NOT a recycling center, please do not list it as your recycling center) A Recycling Summary Report (RSR) must be submitted upon completion of construction. The RSR indicates actual recycling activities and documents compliance with Municipal Code 8.69.

Failure to submit a RSR within 60 days of completing the project can result in forfeiture of your security deposit.

Have questions? Please contact the Environmental Programs at (949) 498-9436. WMP forms may be picked up at Building Department.
183
City of San Clemente Page 2
What You Need To Do
There are 3 steps to comply with the City's C&D Debris WMP Requirements. (If you elect to use CR&R you only need to contact CR&R and request a C&D bin for your project). • Step 1 - Complete and submit a WMP with your Building Permit application along with the applicable fees. See the attached WMP Fee Schedule to determine the required fee. • Step 2 - During construction/demolition, gather supporting data for your RSR • Step 3 - Submit a completed RSR within 60 days of project completion Construction & Demolition Debris Facilities flyers are available to help you identify facilities that will accept your construction and demolition debris for recycling. For other assistance and questions about filling out forms, call the Environmental Programs at (949) 498-9436.

The WMP is part of your building permit application and is your plan for reusing, diverting, and/or recycling 75% or greater of all construction and demolition debris from your project.

Note: Quantities must be listed in tons to meet City and State mandated reporting requirements. To convert volume (e.g., cubic yards, square feet, etc.) to tons, use the Materials Conversion Worksheet provided.

To avoid delays in obtaining your Building Permit:
• Submit your completed WMP with your permit application. • Allow 3-5 business days for WMP processing.
• Remember that your Building Permit application is deemed incomplete without an approved WMP. Building Permits will not be issued prior to WMP approval.

Step 1 - Complete and Submit a WMP
If your submitted WMP indicates that less than 75% of the C&D debris will be reused or recycled, you may need to provide additional information (in writing) explaining why the 75% requirement cannot be met. For example, written verification of hazardous materials contamination is required if stated as the reason for not meeting the City's waste reduction and recycling requirements.

Where to Submit Forms: Submit completed WMP at the Building Permit Counter, 910 Calle Negocio. Keep a copy for your records.

Who Should Fill Out the WMP: The Applicant (e.g., architect, contractor, owner, etc.) is ultimately responsible for submitting a completed WMP with their Building Permit application.

The WMP can be filled out by whoever is knowledgeable about the types and quantities of debris that will be generated from the project. If you need help, ask the contractor, subcontractor, or estimator for assistance.

Subcontractor Participation: If subcontractors are required to remove debris from the job site, they can play a key role in helping you meet the City's recycling requirements. Inform subcontractors of your waste reduction and recycling program and what is required of them early in 184
►
City of San Clemente Page 3
the project. The applicant must provide documentation for any materials subcontractors are hauling.

Documentation must include types, quantities, weights and destination of materials. It must also specify amount salvaged and/or recycled. We strongly recommend including specifications or other language for recycling and/or reuse in your contracts. Informing your sub-contractors of your requirements up front helps eliminate confusion later.

Review Process: The WMP Form will be reviewed to ensure that it is complete and accurate. City staff will review the WMP to determine if the applicant's estimates for quantities of materials generated and overall plan for reducing waste by 75% or greater are realistic.

If the WMP is not acceptable (e.g., the form is incomplete, the calculations are unrealistic, etc.) the applicant will be contacted and advised of needed changes. A HOLD WILL BE PLACED ON ISSUANCE OF THE PERMIT once the applicant has been notified by phone or fax of necessary revisions. The hold remains effective until the identified issue(s) has been addressed and the WMP is approved. The review process for a properly completed WMP is 3 to 5 business days.

Step 2 - Gather Data for Your RSR
After your Building Permit is issued and you are ready to begin work, you will need to begin recording information for your RSR. Unlike the WMP, which is an estimate, the RSR documents your actual tonnages. You are required to keep all weight tags, gate receipts, and/or invoices necessary to document actual quantities of materials generated, reused, recycled, and/or disposed of throughout the project, as well as facilities or service providers used.

It is your responsibility to obtain written receipts from subcontractors and other parties removing debris from your site. Notify subcontractors/hauler(s) of this requirement before work begins.

Important: The City may review weight tags or other related documents at any point in the project.

Step 3 - Complete and Submit Your RSR
A completed RSR must be submitted to the City within 60 days of completion. The RSR is similar to the WMP, except that it indicates actual quantities and destinations of materials rather than estimates. Quantities must be verifiable, based on weight tags or other sufficient documents. If less than 75% of the C&D debris from the project was diverted from landfill disposal, you must submit documentation with your RSR demonstrating that a "good faith" effort was made to achieve the 75% waste reduction goal. Documentation must specify, in detail, the reasons why you could not meet the City's requirement.

Due Date: RSR’s are due within 60 days of completion. They must be submitted to the Environmental Programs at 910 Calle Negocio, San Clemente, 92673. Be sure to keep a copy for your records.

Review Process: The RSR will be reviewed to determine if the applicant met or exceeded the goals for reuse and recycling stated in their WMP.
185
►
City of San Clemente Page 4
Rules for Transporting C&D Debris
Q. Who can transport construction and demolition debris in the City of San Clemente? A. It is unlawful for any person other than the City's licensed franchised solid waste collector to collect or haul any solid waste or construction and demolition debris within the City except:
i) Solid waste otherwise within the scope of the Franchise which is transported to an appropriate disposal facility by a resident of the premises upon which the solid waste was generated (includes any contractor of such resident that owns their own dumpster and is on-site throughout the job and is the generator of the debris); ii) Waste material otherwise within the scope of the Franchise which is transported to an appropriate disposal facility by an officer or full time, permanent employee of the commercial, construction or industrial enterprise that generated the waste (includes any contractor of such resident that owns their own dumpster and is on-site throughout the job and is the generator of the debris);
iii) The sale or donation of Recyclable Material or compostable material other than to contractor; provided, however, to the extent permitted by law, a reduction or discount in price for the collection, transportation or processing of such materials shall not be considered a sale or donation;
iv) Waste material or Recyclable Material otherwise within the scope of the Franchise which is collected or transported to a disposal or recycling facility by City employees in the course and scope of their employment with the City;
v) The collection, transportation or disposal of hazardous, bio-hazardous, untreated medical waste, or infectious waste which is transported to an appropriate disposal facility by any person or entity properly licensed and/or certified to collect, transport and dispose of such materials; vi) The collection, transportation, and disposal of clippings, cuttings, yard waste and related solid waste by a gardener, or landscaper, as part of the gardening or landscaping services they provide, provided that such waste is taken to a legal place of composting, diversion, or disposal.
186
►
City of San Clemente Page 5
Waste Management Plan (WMP) Fee Schedule
Performance Security Deposit and Administrative Fees
C&D Recycling Performance Security Deposit.

The Applicant for any Covered Project shall submit with the Waste Management Plan a refundable C&D Performance Security Deposit. The amount of the C&D Performance Security Deposit shall be as follows:

A. For each application for a building permit for re-roofing with tear-off of the existing roof, a loft remodel and/or projects with dirt removal, the C&D Performance Security Deposit shall be $250.

B. For each application for a building permit for a Renovation consisting of alteration, remodel, or modification (except for additions, which are addressed in paragraph C below) of a residential or commercial structure, the C&D Performance Security Deposit shall be $500.00.

C. For each application for a building permit for a Renovation that consists of an addition to an existing residential or commercial structure, the C&D Performance Security Deposit shall be $750.00.

D. For each application for a building permit for new Construction of a residential or commercial structure, the C&D Performance Security Deposit shall be $1,000.

E. For each application for a building permit for the Demolition of a residential or commercial structure, the C&D Performance Security Deposit shall be $1,000.

F. For each application for a City-sponsored Project, regardless of size, the C&D Performance Security Deposit shall be $1,000.00.

Note: Failure to submit your Recycling Summary Report within 60 days of project completion will result in forfeiting your security deposit.

Administrative Fee.

Prior to the City's issuance of any permit for a Covered Project, the Applicant shall pay to the City a $60.00 non-refundable fee for processing the Applicant's Waste Management Plan. 187





 






 










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City of San Clemente/Environmental Programs
380 Ave. Pico, #N
San Clemente, CA 92672
Phone (949) 498-9436 / Fax (949) 361-8234
[email protected]
CR&R, Inc. (877) 728-0446

DO NOT LANDFILL CONSTRUCTION DEBRIS
Local Landfill Does Not Recycle Construction Debris
Waste Management Plan (WMP)
Complete and submit the following information with each application for a building permit.

Owner Name Owner Phone No.

Owner Address
Contractor Name Contractor Phone No.

Contractor Address
Project Address
Description of Project
Anticipated materials removed from project
Estimated volume or weight of each material type
Estimated volume or weight of material that can feasibly be recycled or reused Location where material will be recycled
(Please note the local Prima Deshecha landfill is NOT a recycling center, please do not list it as your recycling center) Please do not landfill construction debris
most materials are recyclable but if it’s not
a recyclable, name of landfilled used
I certify under penalty of law that I have personally examined and am familiar with the information submitted in this document and all attachments and that, based on my inquiry of those individuals immediately responsible for obtaining and or providing information, I believe that the information is true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and or imprisonment.

SIGNED: DATE:

Contractor
Property Owner
Once the project is finaled, please complete the Recycling Summary and submit with your recycling trip tickets to Environmental Programs at 380 Ave. Pico, #N San Clemente, CA 92672 or fax to (949) 361-8234. Failure to submit your Recycling Summary Report within 60 days of project completion will result in forfeiting your deposit. 190

DO NOT LANDFILL CONSTRUCTION DEBRIS
Recycling Summary Report
Project Address___________________________________Contractor Name__________________________ Permit #
Material Reuse/Salvage
(lbs. or tons)
Disposal
(lbs. or tons)
Recycled
(lbs. or tons)
Destination
Mixed Debris (all materials)
Mixed Debris (all materials)
Mixed Debris (all materials)
(Please note the local Prima Deshecha landfill is NOT a recycling center, please do not list it as your recycling center) Name and Address to send refund: (only the person that paid the security deposit can collect the deposit) ____________________________________________________________________________________________ I certify under penalty of law that I have personally examined and am familiar with the information submitted in this document and all attachments and that, based on my inquiry of those individuals immediately responsible for obtaining and or providing information, I believe that the information is true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and or imprisonment.

SIGNED: DATE:

Contractor
Property Owner
Please provide completed form and certified weight tickets to the Environmental Programs within 60 days of completion of the project or your refund will be forfeited. You may mail completed information to 380 Ave. Pico, #N, San Clemente, CA 92672, fax (949) 361-8234 or email to [email protected].

If you have any questions, please call (949) 498-9436.
191
55452.01510\32905704.2 139
APPENDIX 4

REDUCED SIZE CONSTRUCTION PLANS
192

BID SET
193
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VICINITY MAP

CITY OF SAN CLEMENTE

CORONADO LANE/ AVENIDA VICTORIA

STORM DRAIN IMPROVEMENTS
PROJECT No. 26001

AGENCY INDEX
AT.kl (714} 618-91<41
CONTACT ; KARL JOHNSON SAN DIEGO GAS & ElEClRIC (1149) 369-4721 C0NTACT:OOlf'lilJSDAVIS
SO. <:Al.Jr. GAS COMPANY (21l) 231-7608

COX COMMUNICATIOHS
CONTACT: MICHAEL KANE
(i49)56J-8861
CITY Of" SAN CLEMENTE (949)366- 1553

VTIUTIES DEPARTMENT

DIGALERT
Call Toi Free
1-800-227-2600
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August 2023
Sht. SHEET INDEX
No. DESCRIPTION

1. TITLE SHEET

2. NOTES and PLAN & PROFILE
ENGINEERING SCALE; AS SHO\WII
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PROJECT LOCATION
LEGEND
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TITLE SHEET
EXISTING S.0. MANlfOLE

EXISTING STRIPING
EXISTINGTRAFFlCSIGN
DESIGNED BY:A.C.C. l8/24/2J
18/24/23 CORONADO LANE I AVENIDA VICTORIA STORM DRAIN IMPROVEMENTS REV. DATE: DESCRIPTION BY: APP"W: APPROVED: :;(;t-; s/M/'2.:3 REVISIONS REFERENCES APPROVALS "·"""'""'tlceii. om
ProjectNo.26001 SHEET -~--
CITY OF SAN CLEMENTE PVBUC WOR!<S OIRECTORLCITY ENGINEER S:\cd\Enginefflng\secure\PROJECTS\PN 26001 - Coronodo Lorn, ot ,..,.,, Vic;torio SO lmprov~rrnmts\09-"'°ns & Specs\Coronodo at V.cloric SD lmproYs.dwg Thursdoy. August 24, 2D2.:5 11:19:2D AM ......
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STORM DRAIN NOTES:

1. ALL P.V.C. PIPE SHALL BE BEDDED IN ACCORDANCE WITH CITY OF SAN CLEMENTE WATER ANO SEWERAGE STANDARD PLAN S0- 1.

2. ALL CONCRETE IN REINFORCED CONCRETE STRUCTURES SHALL BE M:NIMUM OF 4,000 PSI, PORTI.AND CEMENT TYPE V CONCRETE.

J. ALL PIPE LENGTHS ARE HORIZONTAL PROJECTS. UNLESS OTHERWISE SHOWN.

4. PRIOR TO THE PLACEMENT OF STORM DRAIN IMPROVEMENTS, THE SOILS

ENGINEER SHALL CERTIFY IN WRITING TO THE CITY'S INSPECTOR THAT THE STORM DRAIN SUBGRAOE IS OF .6£lEQIJATE STRENGTH TO SUPPORT THE STRUCTURES ANO 1'Hf ANTICIPATED LOADS.

5. ALL TRENCH EXCAVATIONS SHALL CONFORM TO STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS.

6. ALL FILL MATERIAL SHALL BE COMPACTED TO go,: RELATIVE COMPACTION AS DETERMINED BY CALIFORNIA TEST METHOD 216F.

7. ALL MATERIALS TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE NUMBER. LOCATION AND FREQUENCY REQUESTED BY THE CITY'S INSPECTOR.

8. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT

AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE OR INTO A CONNECTED SEWER OR STORM DRAIN.

DISCHARGES OF MATERIAL OTHER THAN STORM WATER ARE ALLOWED ONLY

WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF 1'Hf WATER QUALITY STANDARD: CAUSE OR THREATEN TO CAUSE POLLUTION. CONTAMINATION, OR NUISNICE: OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302. POTENTlAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS: WASTES FROM PAINTS. STAINS. SEAI..ANTS,GLUES. LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATI\IES ANO SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS: FUELS, OILS, LUBRICANTS, ANO HYDRAULIC, RADIATOR OR 84.TTERYFLUIDS; FERTILIZERS, VEHICLE/EQUIPMENT WASH WATER AND CONCRETE WASH WATER: CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM 1'Hf ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; ANO SUPERCHLORINATED POTABLE WATER LINE FLUSHINGS. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN

A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE, PHYSICALLY

SEPARATED FROM POTENTIAL STORM WATER RUN - OFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL. STATE ANO rEOERAL REQUIREMENTS.

11. A STAINLESS STEEL MARKER PER THE SPECIAL PROVISIONS OF THE ORANGE COUNTY PUBLIC WORKS STANDARD PLANS WITH THE WORDS "NO DUMPING DRAINS TO OCEAN" SHALL BE MOUNTED ON THE TOP OF EACH INLET WITH SILKABONO .6£lHESIVE OR EQUAL
CONSTRUCTION NOTES:
0 REMOVE AND DISPOSE OF EXISTING CATCH BASIN AND GRATE.

REMOVE CURB AND GUTTER TO THE NEAREST JOINT AS NEEDED FOR THE WORK AND REPLACE IN KIND. MATCH EXISTING GRADE. 0 ~~~olx~~~ic~g~c~DE iti?~E GwrD:rsAl~EJ=~E~H1~0~H~~
MATCH EXISTING GRADE.
@ FURNISH AND INSTALL 12" P.V.C. C900 (DR 14) DRAIN PIPE PER CITY OF SAN CLEMENTE STD. No. SD- 1 AND PROJECT SPECIFICATIONS.
0 CONSTRUCT JUNCTION STRUCTURE TYPE IV PER OCPWD STD. PLAN JJ1-J-OC.
@ CONSTRUCT INLET TYPE IV PER OCPWD STD. PLAN 1304, ONE GRATING.
® CONSTRUCT LOCAL DEPRESSION PER SPPWC STD. PLAN J 13-4, CASEF.
0 CONCRETE SLURRY FILL AND ABANDON IN PLACE EXISTING 4" DIA.

DRAIN PIPE.
@ CONSTRUCT CONCRETE COLLAR PER OCPWO STD. PLAN JB0-4-0C. (NO PIPE JOINTS 1 0 FT. ON EITHER SIDE OF COLLAR.)
[~~,ml ~-f::~~ =:~ /, EXIST.A.C. ...la::'--- II PAVEMENT , _. ,cc ' - - • ---
GUTTER I II ,...-,
GENERAL NOTES:

ALL WORK SHALL CONFORM TO THE STANDARD PLANS AND SPECIFICATIONS ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.

OF THE CITY OF SAN CLEMENTE, CONTRACT DOCUMENTS, ANO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC), LATEST EDITION 21. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND AND SUBSEQUENT SUPPLEMENTS. ALL WORK SHALL BE SUBJECT TO THE SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE CITY ENGINEER'S ACCEPTANCE AS A CONDITION OF COMPLETION OF WORK BY COMMENCEMENT OF WORK.

THE CONTRACTOR.

2. WHERE STANDARD PLANS ARE CAU£D FOR, STANDARD PLANS FOR PUBLIC

WORKS CONSTRUCTION (SPPWC), ORANGE COUNTY PUBLIC WORKS STANDARD PLANS, CALIFORNIA DEPARTMENT OF TRANSPORTATION (CAI.TRANS), AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AMERICAN WATER WORKS ASSOCIATION s~-:~), AND CITY OF SAN CLEMENTE STANDARDS, LATEST EDITIONS SHALL BE

3. ALL IMPROVEMENTS AND LANDSCAPING WITHIN AND AROUND THE VICINITY OF

CONSTRUCTION LIMITS TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING

UTILITIES, IMPROVEMENTS, TRAFFIC STRIPING ANO MARKINGS, SIGNAL LOOPS,

STRUCTURES, TREES, LANDSCAPING, AND IRRIGATION SYSTEMS, AS A RESULT OF HIS OPERATIONS, AND WILL BE REQUIRED TO REPAIR OR REPLACE SAME TO THE SATISFACTION OF, AND AS DIRECTED BY THE CITY OF SNl CLEMENTE OR UTILITY COMP1'Hf AT CONTRACTOR'S COST.

5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO BEGINNING OF f,,H'( WORK.

6. WHEN JOINING EXISTING PAVEMENT, CONTRACTOR SHALL FEATHER A MINIMUM OF 10 FEET OR THAT WHICH IS SHOWN ON THE CONSTRUCTION PLAN. NEW CONSTRUCTION JOINING EXISTING PAVING SHALL BE DONE WITH NO DANGEROUS OR NOTICEABLE JOINTS AS DETERMINED BY THE ENGINEER.

7. TRAFFIC STRIPING SHALL BE REPLACED UPON THE FINISHED SURFACE AT THE SAME LOCATION, UNLESS SHOWN OTHERWISE ON THE IMPROVEMENT Pl.AN.

PRIOR TO CONSTRUCTION, ALL SURVEY MONUMENTS ANO CENTERLINE TIES ARE TO BE LOCATED IN THE FIELD. UPON COMPl.ETlON OF CONSTRUCTION, ALL DAMAGED OR DESTROYED CENTERLINE TIES AND SURVEY MONUMENTS ARE TO BE RESET AND "CORNER RECORDS" PREPARED FOR SURVEY MONUMENTS

FOR SUBMISSION TO THE CITY'S ENGINEERING DIVISION AND FILING WITH THE COUNTY SURVEYOR IN COMPLIANCE WITH A8 14 14. THIS MUST BE COMPLETED PRIOR TO CERTIFYING COMPLETION OF THE PROJECT. ALL RESTORATIONS OF SURVEY MONUMENTS SHALL BE CERTIFIED BY A CALIFORNIA LICENSED SURVEYOR IN ACCORDANCE WITH SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE.

WORK SHOWN OR INDICATED ON THESE Pl.ANS, OR CALLED FOR IN THE SPECIFICATIONS. BlJT NOT INCLUDED AS PAY QUANTITY ITEMS, SHALL BE CONSIDERED INCIDENTAL WORK - COST OF WHICH SHALL BE INCLUDED IN THE CONTRACTOR'S BID FOR PAY QUANTITY ITEMS.

25. THE CONTRACTOR SI-IALL HAVE COPIES OF THE Pl.ANS AND SPECIFICATIONS FOR THIS PROJECT ON THE SITE AT ALL TIMES. AND SHALL BE FAMILIAR WITH ALL APPLICABLE STANDARDS AND SPECIFICATIONS.

THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS IN SUCH A MANNER THAT STORM OR OTHER WATERS MAY PROCEED UNINTERRUPTED ALONG THE STREET OR DRAINAGE COURSES.

27. ALL EXISTING IMPROVEMENTS INCLUDING CURB ANO GUTTERS, SIDEWALK, AC

OR PCC PAVING WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WITH THE PROJECT, SHALL BE JOINED, OR WATCHED IN A MANNER SATISFACTORY TO THE CITY, INCLUDING NECESSARY SAWCUTTING, REMOVAL. REPLACING OR CAPPING. 8. THE CONTRACTOR SHALL PROVIDE ANO MAINTAIN TRAFFIC CONTROL DEVICES

AT ALL TIMES IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS, THE PROJECT SPECIAL PROVISIONS, AND AS DIRECTED BY THE ENGINEER. 28. THE CONTRACTOR SHALL REPAIR AND/OR REMODEL EXISTING IRRIGATION SYSTEMS NS NECESSARY TO FACILJTATE CONSTRUCTION TO THE SATISFACTION OF THE CITY OR PROPERTY OWNER, WHOEVER IS THE CASE. 9. THE CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL DRAWINGS TO THE CITY

FOR REVIEW AND APPROVAL

10. THE CONTRACTOR SHALL FURNISH Alff AND ALL SURVEY WORK REQUIRED TO PERFORM THIS WORK AS PART OF THE CONTRACT PRICE.

11. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION WITH THE lJTILITIES COMPANIES 30.

INVOLVED.

12. A CITY OF SAN CLEMENTE BUSINESS LICENSE SHALL BE OBTAINED BY THE

DEWATERING OF CONTAIJINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF NON-CONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLlJTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD. COORDINATE WITH THE CITY OF SNl CLEMENTE REPRESENTATIVES.

THE CONTRACTOR SHALL MAINTAIN AND PROVIDE THE CITY WITH A "RECORD SET" OF AS- BUILT DRAWINGS AT THE COMPl.ETlON OF ALL WORK.

CONTRACTOR, AT HIS EXPENSE, PRIOR TO STARTING WORK. SUBCONTRACTORS NOTES TO CONTRACTOR:

WORKING FOR THE GENERAL CONTRACTOR ON THIS PROJECT SHALL ALSO BE REQUIRED TO HAVE A CITY OF SAN CLEMENTE BUSINESS LICENSE WHILE 1. IT IS KNOWN OF THE EXISTENCE OF GROUNDWATER IN THE AREA OF THIS WORK. SOME OF THIS GROUNDWATER DRAINS TO THE STREET GUTTER FROM

RESIDENCES AND BUSINESS THROUGH CURB CORES AT DIFFERENT LOCATIONS

WHILE OTHER IS FIRST COLLECTED IN A SUMP AND LATER PUMPED OUT AT IRREGULAR INTERVALS. THE LATTER IS THE CASE WHERE THE SUMP IS

LOCATED WITHIN A PRIVATE PROPERTY (THE SAN CLEMENTE COVE RESORT CONDOMINIUMS. 104 SO. AI.A"4EDA LANE). FROM THERE THE WATER REACHES

THE STREET GUTTER VIA A SMALL DRAIN PIPE TO A SMALL SUMP DRAIN LOCATED BEHIND THE EXISTING CONCRETE CURB. THE CONTRACTOR SHALL

PREPARE A PLAN SHOWING THE MANNER IN WHICH THIS WATER WILL BE DIVERTED TO ENSURE ITS SAFE ANO PROPER HANDLING ANO/OR DISPOSAL.

CONTRACTOR SHALL SUBMIT THIS PLAN FOR REVIEW AND APPROVAi.. BY THE ENGINEER. PAYMENT FOR THIS WORK SHALL BE PER LUMP SUM PRICE. NO OTHER COMPENSATION WILL BE ALLOWED.

WORKING ON THIS PROJECT.
1J. ALL EXISTING CITY-OWNED UTILITIES LOCATED IN SIDEWALK, DRIVEWAY APPROACH, ACCESS RAMP OR Alff AREA REQUIRING GRADE ADJUSTMENT DUE TO THE PROPOSED IMPROVEMENTS SHALL BE CONSIDERED APPURTENANT TO THE BID ITEM FOR WHICH THE ADJUSTMENT IS REQUIRED.

14. HARD HATS AND RED VESTS SHALL BE WORN AT ALL TIMES WHEN WORKING ON THE PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THIS REQUIREMENT IS ENFORCED.

15. AT NO TIME IS 1'Hf RESIDENCE OR BUSINESS TO BE WITHOlJT ACCESS UNLESS OTHERWISE APPROVED.

2. GROUNDWATER ANO WET/SATURATED SOIL CONDITIONS SHOULD BE ANTICIPATED

16. THE LOCATION ANO EXISTENCE OF ALL UTILITIES, IMPROVEMENTS, STRUCTURES DURING CONSTRUCTION AND DEWATERING MAY BE REQUIRED. WH£N REQUIRED AND SUBSTRUCTURES SHOWN ON THESE Pl.ANS ARE APPROXIMATE AND TAKEN DEWATERING SHALL BE PERFORMED PER PROJECT SPECIFICATIONS, FROM AVAILABLE RECORDS AND UNDERGROUND SERVICE ALERT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THEIR LOCATION AND J. AT ALL LOCATIONS WHERE CONCRETE IS TO BE REMOVED OR NEW CONCRETE IS PROTECT THEM IN PLACE WHETHER OR NOT SHOWN ON THESE PLANS. JOINING, THE CONTR,t.CTOR SHALL 5'1.WClJT EXISTING CONCRETE TO NEAREST JOINT CONTRACTOR SHALL EXPOSE FAR ENOUGH IN ADVANCE OF PIPE LAYING UNLESS DIRECTED OTHERWISE BY THE CllY REPRESENTATIVE. OPERATIONS UTILITIES WHICH MAY CONFLICT WITH HIS WORK IN ORDER TO MAKE NECESSARY ADJUSTMENTS IN GRADE TO CLEAR THESE UTILITIES. NO ADDITIONAL PAYMENT SHALL BE ALLOWED FOR SUCH ADJUSTMENTS. 17, THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING, CONSTRUCTING, AND

MAINTAINING ALL SAFETY DEVICES AND BE RESPONSIBLE FOR CONFORMING TO

ALL LOCAL, STATE, ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. THE CITY SHALL NOT BE RESPONSIBLE FOR ENFORCING SAFETY MEASURES OR REGULATIONS.

18. WHEN WORKING IN STREETS ADJACENT TO STREETS ALREADY IN USE, THE CONTRACTOR SHALL USE PROPER SAFETY SIGNING AND BARRICADING SUCH NS THOSE GIVEN IN THE WA T.C.H. MANUAL OR THE MANUAL OF WARNINGS

LIGHTS ANO DEVICES FOR USE IN PERFORMANCE OF WORKS IN HIGHWAYS PUBLISHED BY THE CALIFORNIA DEPARTMENT OF PUBLIC WORKS .

19. WORKING HOURS FROM 8:00 AM TO 4:30 PM, MONDAY THROUGH FRIDAY, SHALL BE MAINTAINED. ANY EXCEPTIONS SHALL REQUIRE ENGINEER'S APPROVAL.

20. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE ANO COMPLETE

RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE

CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ANO NOT BE LIMITED TO NORMAL WORKING HOURS; ANO THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM 1'Hf AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ENGINEERING SCALE : AS SHOWN ORA'MNG NO;
l8/24/2J
Is;2412J
NOTES & Pl.AN AND PROFILE

CORONADO LANE / AVENIDA VICTORIA STORM DRAIN IMPROVEMENTS APPRO~ SEE SHEET 1 OF 2 Project No. 26D01 SHEET -~-- o-~-~---------------~~-----i---------------+---------------i

REVISIONS R E F E R E N C E S A P P R O V A L S CITY OF SAN CLEMENTE S:\cd\Engineerlng\secure\PROJECTS\PN 26001 - Coronodo Lone ot Ave Victorio SD lmprovem ents\09-Plons & Spec s\Coronodo ot Victorio SO lmprovs.dwg Thursdoy, August 24, 2023 11:19:54 AM T"""
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55452.01510\32905704.2 140
APPENDIX 5

POTHOLING REPORT

195
City of San Clemente
Coronado Ln. Storm Drain
Improvements Project
Subsurface Utility Report
July 19, 2023
196

UNDERGROUND SOLUTIONS
Your First Choice For Potholing Services
120 N. Andreasen Dr., Escondido, CA 92029 Ph# 760/ 294-9449 Fax# 760/ 294-9490 -XO\

Amir K. Ilkhanipour, P.E.

City of San Clemente
910 Calle Negocio
San Clemente, CA 92673
Dear Mr. Ilkhanipour:

I would like to take this opportunity to personally thank you for putting your trust in Underground Solutions, Inc. to perform the utility locating on this project. Over the last  years USI has prided itself on being the potholing company of choice of our clients, we have a 99% repeat customer base. Your opinion matters to us. We welcome any comments or suggestions that will help us improve our service and keep you coming back.

The following proprietary report details our findings for the pothole locations identified by your company, complete with photographs of individual utilities found during our investigation. Underground Solutions’ mission statement has never changed; we strive to provide the most professional and accurate state-of-the-art service. This is achieved by our top of the line equipment and professional field team.

Once again, thank you for this opportunity and we look forward to a continued working relationship with you and your firm!
Sincerely,
Michael E Arme
President
Underground Solutions, Inc.
197
°' UNDERGROUND SOLUTIONS
"
Table of Contents
y Pothole Summary Sheet(s)
y Area Map(s) / Pothole Exhibit
y Pothole Report
y Data and Photo Logs
y Traffic Control Plans (if applicable)
y Picture Thumbnails
y Legends
198
°' UNDERGROUND SOLUTIONS
"

POTHOLE SUMMARY SHEET(S)
199

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~ SOLUTIONS
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" Underground Solutions, Inc.
120 N. Andreasen Dr. Escondido, CA 92029
(760) 294-9449 • Fax (760) 294-9490 • www.usipothole.com ■------ -

AREA MAP(S) / POTHOLE EXHIBIT
201

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~ SOLUTIONS
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POTHOLE REPORT
204

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120 N. Andreasen Dr. Escondido, CA 92029
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120 N. Andreasen Dr. Escondido, CA 92029
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" Underground Solutions, Inc.
120 N. Andreasen Dr. Escondido, CA 92029
(760) 294-9449 • Fax (760) 294-9490 • www.usipothole.com ■----■- -

 








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120 N. Andreasen Dr. Escondido, CA 92029
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120 N. Andreasen Dr. Escondido, CA 92029
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120 N. Andreasen Dr. Escondido, CA 92029
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" Underground Solutions, Inc.
120 N. Andreasen Dr. Escondido, CA 92029
(760) 294-9449 • Fax (760) 294-9490 • www.usipothole.com ■----■- -

 








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" Underground Solutions, Inc.
120 N. Andreasen Dr. Escondido, CA 92029
(760) 294-9449 • Fax (760) 294-9490 • www.usipothole.com

DATA & PHOTO LOGS
215

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~ SOLUTIONS
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UNGH'GRO~ VND SOLUTIONS Date: ,-l'L. - 23 _ REPORT DATA AND PHOTO LOG N '? Q 1 9 2 Q 3 l vac
Truc,k#: 02- j
~c,,_, U, It c[t,,Je.S I J?'f. 1'1o,J /1Jt-r':;;lZ\ " '-..;TTT/ !:10 Underground Solutions, Inc. 120 N. Andreasen F~condido. CA 920~9 Customer: C,½ ~ Ck.VJ'.\~ 1'J+(_ Technicians:
76(K:.i'4-9449 • Fax 760-294-9490 • w 1,w.usipothole.c om ProjectName: Cc)co, tJo..do C..B Location:
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(T)#: Oo IS (B)#: 0 It:? 00-i.0, e \N SUr-r,da-"\ No.J J • ,- .JI ,/ ;?~; ~ ) ~of) 217
°" U,..,H>F:RGROUND SOLUTION:; " Date: J-)'2,·-23 REPORTDATAANDPHOTOLOG N9 019204 lvacTruck#: 0'2._ Technicians: /4: /V * 'f!c/ J Je tA.. t;4t,t)N ' , :1T, TID Underground Solutions. Inc. 120 N . . -..ndrecsen E·,c~ndido, CA 92029
760-294-9449 • fox 760-2?4-9490 • \\-W-N.usipothole.com Customer: l +L-1 s~ '3 c_ le v~ ,AJ +- (_
Project Name: Co 1rQN'4 do C/3 Location: T
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Depth Photo
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Area Photo # (Facing
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Area Photo # (Facing
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Size:

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Depth:

Area Photo # (Facing
North)
Size:

Depth Photo
(BJ#:

Asphalt
Depth:

Area Photo # (Facing
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Size:

Depth Photo
(BJ#:

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--
Marker: PK.

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001~ -f,v'--1
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op Depth: I Bottom Depth: I Comments:

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op Depth: I Bottom Depth: I Comments:

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op Depth: I Bottom Depth: I Comments:

Finish Photo#: Utili!Y Direction:

No. 1
No.2
No. 3
No. l
No. 2
No. 3
No. l
No. 2
No.3
No. 1 No. 2
No. 3
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PICTURE THUMBNAILS
218

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~ SOLUTIONS
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~ SOLUTIONS
" Underground Solutions, Inc.
120 N. Andreasen Dr. Escondido, CA 92029
(760) 294-9449 • Fax (760) 294-9490 • www.usipothole.com * UTILITY TYPE
* MATERIAL TYPE

LEGENDS
221

UNDERGROUND
~ SOLUTIONS
"
Utility Types
AV Air Vac
B/O Blow Off
BL Brine Line
C/O Clean Out
CATV Cable Television
CATV/MH Cable Television Manhole
CHW Chilled Water
COMM Communication
DBW Direct Bury Wire
DRY HOLE No Utility
EElectrical
E/MH Electrical Manhole
FFuel
F/O Fiber Optic
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FH Fire Hydrant
^FM ^ĞǁĞƌForce Main
FO Fuel Oil
GGas
HH Hand Hole
ICV Irrigation Control Valve
IRR Irrigation
MH Manhole
OOil
PETRO Petroleum
RD Roof Drain
RW Reclaimed Water
S/MH Sewer Manhole
SD Storm Drain
SD/MH Storm Drain Manhole
STLT Street Light
SWR Sewer
T Telephone
T/MH Telephone Manhole
T/S Traffic Signal
UNK Unknown
VV Valve Vault
WWater
WM Water Meeter
WS Water Service
WV Water Valve
222
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ABS Acrylonitrile-Butadiene-Styrene
ACP Asbestos Cement Pipe
CAP Corrugated Aluminum Pipe
CIP Cast Iron Pipe
CIPP Cast in Place Pipe
CLMP Concrete Lined Metal Pipe
CMP Concrete Metal Pipe
COPP Copper
CPVC Corrugated PVC
CSP Corrugated Steel Pipe
DB Direct Bury
DIP Ductile Iron Pipe
ENC Encasement
GIP Galvanized Iron Pipe
MLC Mortar Lined Concrete
MTD Multiple Tile Duct
PE Poly
PVC Polyvinyl Chloride
RCP Reinforced Concrete Pipe
STL Steel
STLCS Steel Casing
VALVE Valve
VCP Vitrified Clay Pipe
WIRE Wire
WSTL Wrapped Steel Pipe
223
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55452.01510\32905704.2 141
APPENDIX 6

DESIGNATED STAGING AREA
224
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EXHIBIT
City of San Clemente
ll j 910 Calle Negocio, Suite 100 Proposed Project Staging Area for i s~ef1c::·r:s1c!-6f:t3 Coronado Lane/Avenida Victoria Storm Drain Improvements o!i Fax (949) 361-8316
j L-......::= ::::....- ,1._ ________ ----1 ________ P_.N_._26_00_1 _____ _ City of San Clemente
Bidders' Listing for "Coronado Lane/Avenida Victoria Storm Drain Improvements (PN 26001)"Issued on 08/24/2023Bid Due on September 12, 2023 2:00 PM (PDT)Vendor Name Address City State Zip Bid AmountGCI Construction, Inc 1031 Calle Recodo, Suite D San Clemente CA 92673 $95,800.00PALP dba Excel Paving Co. 2230 Lemon Ave. Long Beach CA 90806 $98,300.00 $WWDFKPHQW
226
ATTACHMENT 4
4882-9904-3949 v1
RESOLUTION NO. 23-108

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SAN CLEMENTE, CALIFORNIA, AWARDING A

CONSTRUCTION CONTRACT TO GCI CONSTRUCTION,
INC. FOR THE CORONADO LANE/AVENIDA VICTORIA
STORM DRAIN IMPROVEMENTS, CIP PROJECT NO.
26001; AUTHORIZING THE CITY MANAGER TO EXECUTE

THE AGREEMENT IN AN AMOUNT NOT TO EXCEED
$95,800; AND APPROVING A SUPPLEMENTAL

APPROPRIATION
WHEREAS, the existing storm drain system at the intersection of Coronado Lane and Avenida Victoria is dysfunctional and beyond repair; and WHEREAS, initially, the intention was to perform minimal maintenance work to repair and rehabilitate this storm drain, however, upon further evaluation and research, a full replacement is needed due to both its deficiency and the high-volume of pedestrian traffic over the adjacent cross gutter which is currently carrying the nuisance water flow; and
WHEREAS, Staff prepared a bid package to repair and rehabilitate this storm drain and advertised it for competitive bidding on Planet Bids; and WHEREAS, staff determined that the work was categorically exempt from the California Environmental Quality Act (CEQA) under Class 2 of the State CEQA Guidelines, Section 15302 – Replacement of Existing Facilities and a notice of exemption was filed with the County of Orange Recorder’s Office on August 14, 2023 for this project; and
WHEREAS, on September 12, 2023, staff received two responsive bids with bid amounts between $95,800 and $98,300 with the lowest bid of $95,800 being from a local bidder, GCI Construction, Inc., of San Clemente, California, to repair and rehabilitate the aforementioned storm drain.

NOW, THEREFORE, the City Council of the City of San Clemente does hereby find, determine and resolve as follows:

SECTION 1. That the above recitations are true and correct and incorporated herein.

SECTION 2. That a supplemental appropriation in the amount of $137,000 from the Storm Drain Fund Depreciation Reserve into Account No. 059-553-43420-000-26001 is hereby approved.

SECTION 3. That the construction contract for the Coronado Lane / Avenida Victoria Storm Drain Improvements, CIP Project No. 26001, is hereby awarded to GCI Construction, Inc. as the lowest responsive and responsible bidder. 227
Resolution No. 23-108 Page 2
4882-9904-3949 v1
SECTION 4. That the City Manager is authorized and directed to execute a construction contract with GCI Construction, Inc. in an amount not to exceed $95,800 for CIP Project No. 26001 in a form substantially as presented to City Council on October 3, 2023.

SECTION 5. That a 19% project contingency of $18,200 for CIP Project No. 26001 is hereby approved.

SECTION 6. That the City Clerk shall certify to the passage and adoption of this resolution and enter it into the book of original resolutions.

PASSED AND ADOPTED this _____ day of ____________________, 2023.

ATTEST:
___________________________ __________________________
City Clerk of the City of Mayor of the City of San
San Clemente, California Clemente, California
228
Resolution No. 23-108 Page 3
4882-9904-3949 v1

STATE OF CALIFORNIA )
COUNTY OF ORANGE ) §

CITY OF SAN CLEMENTE )
I, LAURA CAMPAGNOLO, City Clerk of the City of San Clemente, California, do hereby certify that Resolution No. 23-108 was adopted at a regular meeting of the City Council of the City of San Clemente held on the _______ day of _______________________, _________, by the following vote:

AYES:

NOES:

ABSENT:

IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of San Clemente, California, this _____ day of _________________, ________. __________________________
CITY CLERK of the City of
San Clemente, California
Approved as to form:
___________________________
Elizabeth A. Mitchell, City Attorney
229
Statutory Exemptions. State code number:
_______________________________________________
Print Form
Notice of Exemption Appendix E
To: Office of Planning and Research From: (Public Agency): ____________________________ P.O. Box 3044, Room 113 _______________________________________________ Sacramento, CA 95812-3044 County Clerk
(Address)
___________________________
___________________________
County of: __________________
Project Title: ____________________________________________________________________________ Project Applicant: ________________________________________________________________________ Project Location - Specific:

Project Location - City: ______________________ Project Location - County:

Description of Nature, Purpose and Beneficiaries of Project:
_____________________
Name of Public Agency Approving Project: _____________________________________________________ Name of Person or Agency Carrying Out Project: ________________________________________________ Exempt Status: (check one):

Ministerial (Sec. 21080(b)(1); 15268);
Declared Emergency (Sec. 21080(b)(3); 15269(a));
Emergency Project (Sec. 21080(b)(4); 15269(b)(c));
Reasons why project is exempt:

Lead Agency
Contact Person: ____________________________ Area Code/Telephone/Extension: _______________ If filed by applicant:

1. Attach certified document of exemption finding.

2. Has a Notice of Exemption been filed by the public agency approving the project? Yes No Signature: ____________________________ Date:

Signed by Lead Agency Signed by Applicant
Authority cited: Sections 21083 and 21110, Public Resources Code. Date Received for filing at OPR:

Reference: Sections 21108, 21152, and 21152.1, Public Resources Code. _______________
Categorical Exemption. State type and section number: ____________________________________ ______________________________________________
______________ Title: _______________________
Revised 2011
Attachment 5
230
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D
D
D
D
D
910 Calle Negocio
2nd Floor
San Clemente, California
www.san-clemente.org

AGENDA REPORT

CITY OF SAN CLEMENTE

CITY COUNCIL MEETING

CITY OF SAN CLEMENTE
Meeting Date: October 3, 2023 Agenda Item: 7J
Department: Beaches, Parks & Recreation
Prepared By: Samantha Wylie, Beaches, Parks & Recreation Director Rob Feuerstein, Beaches, Parks & Recreation Commission Chairman Subject:

APPROVAL OF THE FY 2023-24 BEACHES, PARKS & RECREATION COMMISSION WORK PLAN
Fiscal Impact:

Projects included in the Work Plan are either currently funded or will be considered for funding through a future annual budget process.

Summary:

Pursuant to Council’s direction, the Beaches, Parks & Recreation Commission has prepared the attached draft Work Plan for FY 2023-24 for Council consideration. The Chair of the Beaches, Parks & Recreation Commission, Rob Feuerstein, will be present at the meeting to answer any questions that Council may have. The purpose of the Work Plan is to provide direction and objectives to the Commission for FY 2023-24.

Background:

At its August 29, 2023 special meeting, the Commission reviewed several items under consideration for its FY 2023-24 Work Plan. The following items were recommended for approval; full details are included in the attachment:

1. Beautify San Clemente

2. Expand outdoor exercise equipment options

3. BP&R Department Fee study

4. North beach playground and programming options

5. Dog access options on beaches

6. Off-leash dog access in parks

7. Funding and sponsorship committee
Council Options:
 Adopt Resolution 23-109, which will approve the Beaches, Parks & Recreation Commission FY 2023-24 Work Plan.
 Modify and adopt Resolution 23-109.
 Continue the item with direction to staff and the Commission.  Deny the Work Plan.
1 Meeting Date: October 3, 2023 Agenda Item: 7J

CITY OF SAN CLEMENTE
Environmental Review/Analysis:

Approval of the work plan is not a “project” pursuant to California Environmental Quality Act Guidelines Section 15378 (14 CCR § 15378). Further environmental analysis will be conducted on a project by project basis at the time those projects are considered for approval.

Recommended Actions:

Staff Recommendation
Staff and the Beaches, Parks & Recreation Commission recommend that the City Council adopt Resolution No. 23-109 to approve the FY 2023-24 Beaches, Parks & Recreation Commission Work Plan.
..end
Attachment:

1. Resolution No. 23-109

2. BPR Work Plan FY 23-24
Notification: Beaches, Parks & Recreation Commission
2 Attachment 1
RESOLUTION NO. 23-109

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
SAN CLEMENTE, CALIFORNIA, APPROVING THE FY 2023-
24 BEACHES, PARKS AND RECREATION COMMISSION

WORK PLAN
WHEREAS, the Beaches, Parks & Recreation Commission is established to act in an advisory capacity to the City Council in all matters pertaining to parks, beaches, recreation, parkways and street trees; and
WHEREAS, the San Clemente Municipal Code § 2.28.020(d) requires that the Beaches, Parks & Recreation Commission develop an annual work plan with specific goals and objectives for the coming year and submit it to the City Council for approval each year; and
WHEREAS, on August 29, 2023, the Beaches, Parks and Recreation Commission held a special meeting to review and recommend approval of seven items to be included in its FY 2023-24 Work Plan.

NOW, THEREFORE, the City Council of the City of San Clemente does hereby resolve as follows:

Section 1. That the above recitations are true and correct and incorporated herein.

Section 2. The Beaches, Parks & Recreation Commission FY 2023-24 Work Plan shall consist of all items incorporated and included in Exhibit A, attached hereto.

Section 3. In addition to the items listed on the FY 2023-24 Work Plan, the Commission may review all additional items that require consideration through the course of the Beaches, Parks & Recreation Department’s routine functions, including but not limited to, fee waiver requests, partnership applications, and items directed for further consideration of the Commission by vote of the Council.

Section 4. The City Clerk shall certify to the passage and adoption of this resolution and enter it into the book of original resolutions.

PASSED AND ADOPTED this _____ day of ____________________, _______.

ATTEST:
___________________________ __________________________
City Clerk of the City of Mayor of the City of San
San Clemente, California Clemente, California
3 Resolution No. 23-109 Page 2

STATE OF CALIFORNIA )
COUNTY OF ORANGE ) §

CITY OF SAN CLEMENTE )
I, LAURA CAMPAGNOLO, City Clerk of the City of San Clemente, California, do hereby certify that Resolution No. 23-109 was adopted at a regular meeting of the City Council of the City of San Clemente held on the _______ day of _______________________, _________, by the following vote:

AYES:

NOES:

ABSENT:

IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of San Clemente, California, this _____ day of _________________, ________. __________________________
CITY CLERK of the City of
San Clemente, California
Approved as to form:
___________________________
Elizabeth A. Mitchell, City Attorney
4 ANNUAL WORK PLAN
COMMISSION/COMMITTEE NAME:

Please be concise in responding to the below questions. Additional forms may be attached, if needed.

Project Name: Purpose, Goals and Deliverables of Project: Estimated Project Cost. If cost is involved, is it included in the adopted City budget?Project Timeline (Anticipated Start and End Dates): Resources Needed (including Staff hours): Is this a new project or unfinished project from the prior fiscal year? Project Name: Purpose, Goals and Deliverables of Project: Estimated Project Cost. If cost is involved, is it included in the adopted City budget? Project Timeline (Anticipated Start and End Dates): Resources Needed (including Staff hours): Is this a new project or unfinished project from the prior fiscal year? )<
$WWDFKPHQW
Beaches, Parks & Recreation Commission
(No. 1) Operations & Maintenance: Beautify San Clemente Collaborate with local garden club and nurseries to beautify our parks by planting succulents, flowers, and beautifulplants.

Unknown.

Ongoing
Staff hours - unknown at this time.

New.
(No. 2) Increase access to outdoor exercise equipment
Evaluate sites and spaces to install workout equipment on beaches; costs would be incorporated into future CIP projecttimelines. If successful, the new equipment would improve user experiences along the coastline and provide anadditional amenity(ies) to residents exercising on the beach.

Estimated $50,000-75,000
November 2023 to April 2024.

Staff hours
New
5 ANNUAL WORK PLAN
COMMISSION/COMMITTEE NAME:

Please be concise in responding to the below questions. Additional forms may be attached, if needed.

Project Name: Purpose, Goals and Deliverables of Project: Estimated Project Cost. If cost is involved, is it included in the adopted City budget?Project Timeline (Anticipated Start and End Dates): Resources Needed (including Staff hours): Is this a new project or unfinished project from the prior fiscal year? Project Name: Purpose, Goals and Deliverables of Project: Estimated Project Cost. If cost is involved, is it included in the adopted City budget? Project Timeline (Anticipated Start and End Dates): Resources Needed (including Staff hours): Is this a new project or unfinished project from the prior fiscal year? )<
Beaches, Parks & Recreation Commission
(No. 3) Review options for dog access on beaches
Allow members of the public and the Commission to provide feedback on the potential to allow dogs on San Clementebeaches, and provide input on limitations such as specific location, time of day, day of week, etc. Based on feedbackand Commission recommendation, a policy may be written with updates to the Municipal Code.

N/A
December 2023
Staff hours
New.
(No. 4) Consider off-leash dog options in parks
Allow members of the public and the Commission to provide feedback on increased off-leash dog options within cityparks. Based on feedback, amendments to park master plans may be required.

Unknown.

December 2023
Staff hours.

New.
6 ANNUAL WORK PLAN
COMMISSION/COMMITTEE NAME:

Please be concise in responding to the below questions. Additional forms may be attached, if needed.

Project Name: Purpose, Goals and Deliverables of Project: Estimated Project Cost. If cost is involved, is it included in the adopted City budget?Project Timeline (Anticipated Start and End Dates): Resources Needed (including Staff hours): Is this a new project or unfinished project from the prior fiscal year? Project Name: Purpose, Goals and Deliverables of Project: Estimated Project Cost. If cost is involved, is it included in the adopted City budget? Project Timeline (Anticipated Start and End Dates): Resources Needed (including Staff hours): Is this a new project or unfinished project from the prior fiscal year? )<
Beaches, Parks & Recreation Commission
(No. 5) Funding and sponsorships committee
Establish a (3) person subcommittee to assess opportunities for securing funding from private entities that wouldsupport the future development of parks and recreation spaces. Work on this subcommittee may include theestablishment of policies and procedures related to sponsorships and donations for City Council approval.

N/A
Ongoing
Staff hours: 30 hours
Unfinished/Ongoing
(No. 6) Fee study for beaches, parks, and recreation facilities Review the proposed changes to the fee schedule for all programs and facilities associated with the Beaches, Parks &Recreation Department. This project seeks to better align existing fees for facility rentals and services with industrystandards and comparable agencies, as well as implement new fees that are relevant to current operations. Updatedfee structures will likely deliver increased revenue.

Approved in FY2023-24 Budget.

December 2023-April 2024
Staff Hours: 90 hours
New.
7 ANNUAL WORK PLAN
COMMISSION/COMMITTEE NAME:

Please be concise in responding to the below questions. Additional forms may be attached, if needed.

Project Name: Purpose, Goals and Deliverables of Project: Estimated Project Cost. If cost is involved, is it included in the adopted City budget?Project Timeline (Anticipated Start and End Dates): Resources Needed (including Staff hours): Is this a new project or unfinished project from the prior fiscal year? Project Name: Purpose, Goals and Deliverables of Project: Estimated Project Cost. If cost is involved, is it included in the adopted City budget? Project Timeline (Anticipated Start and End Dates): Resources Needed (including Staff hours): Is this a new project or unfinished project from the prior fiscal year? Beaches, Parks & Recreation Commission
(No. 7) Review items on the North Beach Placemaking Plan that impact BP&R Consider options to utilize the vacant lot on El Camino Real for future activities and/or uses that support therevitalization of North Beach; Provide a recommendation on the new playground equipment to be installed at NorthBeach. Funding for the playground is included in the FY 23-24 Budget; all other discussions that may have a budgetaryimpact will be considered/included in the budget adoption process for future fiscal years.

Yes, $300,000.

November 2023-May 2024
Staff time (planning and project management): appx. 80 hours New.
8 910 Calle Negocio
2nd Floor
San Clemente, California
www.san-clemente.org

AGENDA REPORT

CITY OF SAN CLEMENTE

CITY COUNCIL MEETING

CITY OF SAN CLEMENTE
Meeting Date: October 3, 2023 Agenda Item: 7K
Department: Beaches, Parks and Recreation
Prepared By: Samantha Wylie, Beaches, Parks & Recreation Director Subject:

CONSIDERATION OF A RESOLUTION APPROVING TEMPORARY BEER SALES AT THE

FRIENDS OF SAN CLEMENTE BEACHES, PARKS AND RECREATION FOUNDATION

CARNIVAL COLOSSAL TO BE HELD AT THE VISTA HERMOSA SPORTS PARK Fiscal Impact:

None.

Summary:

The Friends of San Clemente Beaches, Parks & Recreation Foundation (“Friends Foundation”) has requested to serve beer at the 2023 Carnival Colossal held at the Vista Hermosa Sports Park from October 12-15, 2023. The Friends Foundation would like to sell beer for two days and will be required to obtain proper licensing through the California Department of Alcoholic Beverage Control (“ABC”). The purpose of this request is to receive Council approval on the temporary sale of alcohol in the park. All conditions related to the event and alcohol service will be written into the conditions of the permit approval.

Background:

The Friends Foundation has hosted the Carnival at the Sports Park since the park opening in 2012. It has served as a longtime fundraiser for the Friends Foundation to support many San Clemente recreation programs and events. An application for a special event permit has been received by the Beaches, Parks & Recreation Department and includes a request for alcohol service during the event. The Friends Foundation intends to partner with local breweries to provide this service to patrons of the carnival. As required by the ABC board, the Friends Foundation will be required to secure the area and provide additional security guards on top of what is already provided through San Clemente Police Services.

Council Options:
 Adopt Resolution 23-110, which will approve the temporary sale of beer at the Friends of San Clemente Beaches, Parks & Recreation Friends 2023 Carnival Colossal.  Modify and adopt Resolution 23-110.
 Continue the item with directions to staff for additional information.  Deny the sale of beer at the Carnival Colossal.
1 Meeting Date: October 3, 2023 Agenda Item: 7K

CITY OF SAN CLEMENTE
Environmental Review/Analysis:

Not a “project” pursuant to California Environmental Quality Act Guidelines Section 15378 (14 CCR § 15378).

Recommended Actions:

Staff Recommendation
Staff recommends that the City Council adopt Resolution No. 23-110 which will approve the temporary sale of beer at the 2023 Carnival Colossal hosted by the Friends of San Clemente Beaches, Parks & Recreation Foundation at the Vista Hermosa Sports Park. ..end
Attachment:

1. Resolution 23-110
Notification:

Friends of San Clemente Beaches, Parks & Recreation Foundation 2 ATTACHMENT 1
RESOLUTION NO. 23-110

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SAN CLEMENTE, CALIFORNIA, APPROVING THE

TEMPORARY SALE OF BEER AT THE CARNIVAL

COLOSSAL SPECIAL EVENT AT THE VISTA HERMOSA

SPORTS PARK HOSTED BY THE FRIENDS OF SAN

CLEMENTE BEACHES, PARKS AND RECREATION

FOUNDATION
WHEREAS, the San Clemente Municipal Code (“S.C.M.C.”) §9.04.030 prohibits the consumption of alcohol in public spaces, including parks, but further allows for certain approval(s) to be granted under specific circumstances; and WHEREAS, the S.C.M.C. 12.34.020(d) defines a “special event” requiring a permit for said activities to include a carnival; and
WHEREAS, the Friends of San Clemente Beaches, Parks and Recreation Foundation (“Friends”) has operated as a non-profit public benefit corporation since 2000 with the sole purpose of supporting the City of San Clemente’s beaches, parks, and recreation services; and
WHEREAS, the Friends and the City entered into a Partnership Agreement in February 2020 that allows for the annual use of the Vista Hermosa Sports Park to host a four-day fundraiser event with a carnival, live music, and food, as a primary fundraising opportunity for the Friends; and
WHEREAS, the Friends applied for a Special Event Permit through the Beaches, Parks and Recreation Department, under the authority of the City Manager, and seeks to expand its operations to include the sale of beer this year within a designated space at the Carnival.

NOW, THEREFORE, the City Council of the City of San Clemente does hereby resolve as follows:

Section 1. That the above recitations are true and correct and incorporated herein.

Section 2. That the Friends, as the Special Event Permit Holder, is permitted to host a beer garden at the 2023 Carnival Colossal located at the Vista Hermosa Sports Park subject to the conditions set forth in the Special Event Permit issued through the Beaches, Parks & Recreation Department. In connection with the 2023 Carnival Colossal, the Friends is required to abide by all applicable rules, regulations, and laws, including as set forth by the California Department of Alcoholic Beverage Control. Furthermore, the Friends are required to adhere to all conditions outlined in the Special Event Permit issued through the Beaches, Parks & Recreation Department.

Section 3. That the City Clerk shall certify to the passage and adoption of this resolution and enter it into the book of original resolutions. 3 Resolution No. 23-110 Page 2
PASSED AND ADOPTED this _____ day of ____________________, 2023.

ATTEST:
___________________________ __________________________
City Clerk of the City of Mayor of the City of San
San Clemente, California Clemente, California

STATE OF CALIFORNIA )
COUNTY OF ORANGE ) §

CITY OF SAN CLEMENTE )
I, LAURA CAMPAGNOLO, City Clerk of the City of San Clemente, California, do hereby certify that Resolution No. 23-110 was adopted at a regular meeting of the City Council of the City of San Clemente held on the _______ day of _______________________, _________, by the following vote:

AYES:

NOES:

ABSENT:

IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of San Clemente, California, this _____ day of _________________, ________. __________________________
CITY CLERK of the City of
San Clemente, California
Approved as to form:
_________________________
Elizabeth A. Mitchell, City Attorney
4 910 Calle Negocio
2nd Floor
San Clemente, California
www.san-clemente.org

AGENDA REPORT

CITY OF SAN CLEMENTE

CITY COUNCIL MEETING

CITY OF SAN CLEMENTE
Meeting Date: October 3, 2023 Agenda Item: 7L
Department: Public Works
Prepared By Zak Ponsen, Assistant City Engineer
Ryan Kim, Senior Civil Engineer
Subject:

CONSIDERATION OF A RESOLUTION TO SUBMIT A GRANT FUNDING APPLICATION TO THE ORANGE COUNTY TRANSPORTATION AUTHORITY FOR THE 2023 ORANGE

COUNTY COMPLETE STREETS PROGRAM
Fiscal Impact:

If the City is awarded a grant, the City will be required to match at least 12 percent of the project funds. Precise dollar amounts are unknown at this time due to uncertainty of total project cost and award amounts. The design phase of the proposed sidewalk projects should not exceed $150,000 total for both and therefore the City’s initial cost should not exceed $18,000. Funding for the City’s portion of the projects is available in the City’s Street Improvement Fund. Actual project construction costs would be determined during the project design and included with a future Council agenda item, if the City is awarded program grant funds.

Funding for the City’s portion of the Downtown Paseo Project is unknown at this time, San Diego Gas & Electric (SDG&E) is developing a cost estimate for undergrounding the above ground power lines.

Summary:

Staff is seeking approval of Resolution No. 23-111 by the City Council authorizing the submittal of a grant application for three projects to the Orange County transportation Authority (OCTA). City Council support for the application is required as part of the project application. The following three projects are recommended:

Avenida Calafia Project- The project will consider adding a pedestrian sidewalk on at least one side of the entire street. The project will also consider the addition of adding either a Class 2 or Class 3 shared bike lane. If approved, the tentative schedule for design is in FY24/25 and construction for either FY25/26 or FY26/27.

Camino Capistrano Project - The project will consider adding pedestrian sidewalk on the south side of the street from the east of the intersection of Via Breve to the intersection at Avenida Vaquero. Filling this missing gap of sidewalk will improve pedestrian access on the south side of the street to the nearby trolley and bus stops. If approved, the tentative schedule for design is in FY24/25 and construction for either FY25/26 or FY26/27.

Downtown Paseo Project - This project involves undergrounding the overhead utilities in the alleys surrounding Avenida Del Mar, upgrading and increasing accessibility from the public 1 Meeting Date: October 3, 2023 Agenda Item: 7L

CITY OF SAN CLEMENTE
parking lots, and upgrades for other pedestrian and bicycle facilities in the area. Staff has initiated conversations with OCTA regarding this project to see if grant funds can be utilized for the undergrounding cost. OCTA staff is researching the concept, but acknowledged that undergrounding may not get support from the Complete Street Project. City staff has been working with SDG&E to get a cost estimate for the underground portion of the project, but it has not been completed at this time. Underground funds from SDG&E contributions were halted a few years ago; therefore, the City would be responsible for the remaining funding to underground the utility lines. Depending upon grant funding eligibility and project costs, this project may not be feasible and will be evaluated as more information becomes available.

Background:

In December 2022, the OCTA Board of Directors authorized the use of up to $55 million for a future Complete Streets call for projects using federal Surface Transportation Block Grant Program (STBG) and Congestion Mitigation Air Quality (CMAQ) funds. The OC Complete Streets Program (OCCSP) was developed in accordance with a new Southern California Association of Governments (SCAG) project selection process for the apportionment of STBG/CMAQ funds.

The OC Complete Streets Program is intended to support local-agency projects in Orange County that further at least one of the following goals of Complete Streets Projects, and have a transportation nexus, such as:
 Contribute to the creation of a complete transportation network for all modes of travel,  Consider benefits to all road user types including cyclists, pedestrians, and motorists,  Improve access for residents and visitors,
 Create streets safe for travel by the most vulnerable – children, older adults, and those with disabilities,
 Support complementary health goals by improving the built environment to encourage walking and biking, and
 Incorporate community input.

The call for projects was released by OCTA on August 14, 2023 and the deadline for applications is October 5, 2023.

It is anticipated that OCTA will forward their evaluation of projects to SCAG in January 2024, and that award of projects will be in April 2024.

Council Options:
 Adopt Resolution No. 23-111 authorizing the submission of an application for grant funding to the OCTA for the 2023 Orange County Complete Streets Program. 2 Meeting Date: October 3, 2023 Agenda Item: 7L

CITY OF SAN CLEMENTE
 Modify and adopt Resolution No. 23-111 authorizing the submission of an application for grant funding to the OCTA for the 2023 Orange County Complete Streets Program.  Continue the Item and direct staff to provide additional information.  Deny Resolution No. 23-111.

Environmental Review/Analysis:

If the grant is awarded, the projects will be designed, evaluated under the California Environmental Quality Act (CEQA) and presented to Council at a later date for approval. It is expected that the projects will qualify for a categorical exemption under Class 1 or 2 of the state CEQA Guidelines. The final CEQA determination will be made before or in connection with the project approval process and future City Council considerations.

Recommended Actions:

Staff Recommendation
STAFF RECOMMENDS THAT the City Council adopt Resolution No. 23-111 entitled “A RESOLUTION

OF THE CITY COUNCIL OF THE CITY OF SAN CLEMENTE, CALIFORNIA, CERTIFYING

THAT THE CITY OF SAN CLEMENTE HAS AUTHORIZED THE PROJECT LIST SUBMITTAL FOR FUNDING THROUGH THE ORANGE COUNTY TRANSPORTATION AUTHORITY 2023 COMPLETE STREETS PROGRAM.”
..end
Attachment:

1. Resolution No. 23-111

2. Location Map
Notification:

None.
3 ATTACHMENT 1
RESOLUTION NO. 23-111

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SAN CLEMENTE, CALIFORNIA, CERTIFYING THAT THE

CITY OF SAN CLEMENTE HAS AUTHORIZED THE

PROJECT LIST SUBMITTAL FOR FUNDING THROUGH THE
ORANGE COUNTY TRANSPORTATION AUTHORITY 2023

COMPLETE STREETS PROGRAM
WHEREAS, the Congestion Mitigation and Air Quality Improvement (CMAQ) Program funding and the Surface Transportation Block Grant (STBG) Program funding is made available through the Infrastructure Investment and Jobs Act (IIJA), or Bipartisan Infrastructure Law signed into law on November 15, 2021; and WHEREAS, in August 2022, the Federal Highways Administration (FHWA) issued a corrective action plan to the Southern California Association of Governments (SCAG) which required a new project selection process to be developed in compliance with federal program guidelines and regulations for the administration of these federal funds; and WHEREAS, as part of the new project selection process, OCTA has solicited project nominations and will conduct initial evaluation and prioritization of projects from the County of Orange; and
WHEREAS, OCTA was required to develop application materials and establish processes for Orange County project nominations, consistent with the overall STBG and CMAQ program guidelines and subject to consultation and concurrence by SCAG staff; and WHEREAS, OCTA will screen and prioritize projects for funding, and all projects will be subject to final eligibility determination and final approval for funding recommendations by SCAG; and
WHEREAS, the City is requesting funding for planning, preliminary design, and construction phases of three potential projects: Avenida Calafia Complete Street, Camino Capistrano Complete Street, and the Downtown Paseo Project Complete Street.

NOW, THEREFORE, the City Council of the City of San Clemente does hereby resolve as follows:

Section 1. That the City Council approves the filing of a grant application for funding for the Avenida Calafia Complete Street, Camino Capistrano Complete Street, and the Downtown Paseo Project Complete Street Projects, under and pursuant to the terms and provisions of the OCTA 2023 Complete Streets Program.

Section 2. That the City Manager and/or Public Works Director/City Engineer is hereby authorized and directed to sign and file, for on behalf of the City of San Clemente, a grant application as well as to take such other and further actions and execute such other documents as are necessary and proper to accomplish the OCTA 2023 Complete Street Program through the design phase.
4 Resolution No. 23-111 Page 2
Section 3. That if the grant award is made by FHWA, OCTA and SCAG, the City commits to providing a minimum of 12% in matching funds for the Project(s).

Section 4. That the City Clerk shall certify to the passage and adoption of this resolution and enter it into the book of original resolutions.

PASSED AND ADOPTED this ______ day of October, 2023.

ATTEST:
___________________________ __________________________
City Clerk of the City of Mayor of the City of San
San Clemente, California Clemente, California
5 Resolution No. 23-111 Page 3

STATE OF CALIFORNIA )
COUNTY OF ORANGE ) §

CITY OF SAN CLEMENTE )
I, LAURA CAMPAGNOLO, City Clerk of the City of San Clemente, California, do hereby certify that Resolution No. 23-111 was adopted at a regular meeting of the City Council of the City of San Clemente held on the _______ day of October, 2023, by the following vote:

AYES:

NOES:

ABSENT:

IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of San Clemente, California, this _____ day of October, 2023. __________________________
CITY CLERK of the City of
San Clemente, California
Approved as to form:
_________________________
Elizabeth A. Mitchell, City Attorney
6 7
ATTACHMENT 2
SCALE: 1" = 2000'
910 Calle Negocio
2nd Floor
San Clemente, California
www.san-clemente.org

AGENDA REPORT

CITY OF SAN CLEMENTE

CITY COUNCIL MEETING

CITY OF SAN CLEMENTE
Meeting Date: October 3, 2023 Agenda Item: 7M
Department: Public Works
Prepared By: Amir K. Ilkhanipour, Principal Civil Engineer Subject:

CONSIDERATION OF A RESOLUTION AWARDING A CONSTRUCTION CONTRACT TO A&D SIGNS CORP DBA AMERICA’S INSTANT SIGNS FOR THE PARK MONUMENT SIGN REPLACEMENT PROGRAM (AUGUST 2023), CIP PROJECT NO. 29103; AUTHORIZING THE CITY MANAGER TO EXECUTE A CONTRACT IN AN AMOUNT NOT TO EXCEED $62,790 Fiscal Impact:

Yes. The estimated construction cost of $94,090 is within the approved budget of $199,349 from the General Fund, Account No. 001-635-45700-000-29103, Park Monument Sign Replacement Program.

Summary:

As part of the Master Wayfinding Program, two park monument signs at Max Berg Plaza and Marblehead Parks are being replaced.

Before the City Council is the approval of a construction contract (Attachment 2) with A&D Signs Corp dba America’s Instant Signs, in an amount of not to exceed $62,790, plus a 10% project contingency of $6,300, for replacing two park monument signs, from the General Fund, Account No. 001-635-45700-000-29103.

Background:

On February 16, 2010, the City Council adopted Resolution No. 10-11 (Attachment 3) which approved the conceptual Master Wayfinding Sign Program. The goal of the Sign Program was to create a uniform sign program that reflects the City’s Spanish Village by the Sea character. On March 16, 2021, the City Council received and filed a plan design for park monument sign replacements, consistent with the City’s Wayfinding Sign Program (Attachment 4). In 2021, two park monument signs were replaced in Verde Park and Bonita Canyon Park. The next phase of proposed sign replacements are Max Berg Plaza and Marblehead Parks. Future park sign replacements are scheduled as part of the City’s Capital Improvement Program for approximately $150,000 each fiscal year through 2028, subject to available funding.

City staff and Michael Baker International prepared a bid package for replacing the wooden park monument signs at the Max Berg Plaza and Marblehead Parks. These wooden signs were removed due to their deteriorated condition. The project was advertised for competitive bidding on the PlanetBids website and bids were received on August 31, 2023. While local contractors were notified of the bid advertising, no local contractors submitted bids. Bids ranged from $62,790 to $169,800, as shown on the Bidders’ Listing (Attachment 5). The lowest responsive bidder was A&D Signs Corp dba America’s Instant Signs, of Anaheim, California with a total bid of $62,790. 1 Meeting Date: October 3, 2023 Agenda Item: 7M

CITY OF SAN CLEMENTE
Based on the low bid, construction costs are estimated as follows:

Construction Administration and Management, Inspection
and materials testing $ 25,000
Construction Contract 62,790
Contingency (10%) 6,300
Total Estimated Construction Cost: $ 94,090
As required by the City policy and state law, the Contractor will be required to provide performance and payment bonds simultaneously with execution of the construction contract (Attachment 3). Project plans and specifications are on file in the City Clerk’s office.

Council Options:
 Adopt Resolution No. 23-112 (Attachment 6), awarding the contract for the Park Monument Sign Replacement Program (August 2023) to A&D Signs Corp dba America’s Instant Signs, authorizing the City Manager to execute the construction contract in an amount not to exceed $62,790, and approving a 10% project contingency of $6,300, from the General Fund, Account No. 001-635-45700-000-29103, Park Monument Sign Replacement Program.  Modify and adopt Resolution No. 23-112.
 Do not adopt Resolution No. 23-112 and postpone or discontinue the Program.  Continue the item and direct staff to provide additional information.

Environmental Review/Analysis:

This project is categorically exempt from the California Environmental Quality Act (CEQA) as it pertains to replacement of existing park monument signs under Class 2 of the State CEQA Guidelines, Section 15302 – Replacement of Existing Facilities. A notice of exemption was filed with the County of Orange Recorder’s Office on June 10, 2021 for this project (Attachment 7).

Recommended Actions:

Staff Recommendation
Staff recommends that the City Council adopt Resolution No. 23-112, which will:

1. Award the Park Monument Sign Replacement Program (August 2023), CIP Project No. 29103, construction contract to A&D Signs Corp dba America’s Instant Signs as the lowest responsible and responsive bidder;

2. Authorize the City Manager to execute a construction contract with A&D Signs Corp dba America’s Instant Signs in an amount not to exceed $62,790, in a form substantially similar to Contract No. C23-58; and

3. Approve a 10% project contingency of $6,300.
..end
2 Meeting Date: October 3, 2023 Agenda Item: 7M

CITY OF SAN CLEMENTE
Attachment:

1. Location Map

2. Draft Construction Contract C23-58

3. Resolution No. 10-11

4. Staff Report dated March 16, 2021

5. Bidders’ Listing

6. Resolution 23-112

7. Notice of Exemption
Notification:

All bidders.
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