Agenda packet — Redlands City Council, May 16, 2023 (part 2 of 2)

concrete v -gutters; disposing of excess soil and rock material and restoring all areas and improvements to pre-construction conditions.

2. The Contractor shall, upon completion of the Alley Paving Improvements and appurtenances required herein, init ially operate all components of the Contract Work furnished and installed by Contractor, and make any additional adjustments, corrections, repairs, replacements, and reconstructions necessary to provide the City with complete Alleys and appurtenances, including restoring all areas to pr e- construction conditions.

END OF SECTION
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MEASUREMENT AND PAYMENT 01200-1
SECTION 01200 MEASUREMENT AND PAYMENT
A. Work Listed in the Schedule of Work Items

1. The application for payment will be for a specific item based on the percentage completed or quantity installed. The percentage complete will be based on the value of the partially completed work relative to the value of the item when entirely completed and ready for service.

2. A retention of five percent (5%) of the value of work completed will be withheld from progress payments. This retention amount will remain constant throughout the contract period, and will not be payable until the expiration of thirty-five (35) days after the recordation of the Notice of Completion.

B. Work Not Listed in the Schedule of Work Items
The General Conditions and items in the General Requirements, and Specifications which are not listed in the schedule of work items of the bid form are, in general, applicable to more than one listed work item, and no separate work item is provided therefore. Include the cost of work not listed but necessary to complete the project designated in the contract documents in the various listed work items of the bid form.

The bids for the work are intended to establish a total cost for the work in its entirety. Should the Contractor feel that the cost for the work has not been established by specific items in the bid form, include the cost for that work in some related bid item so that the proposal for the project reflects the total cost for completing the work in its entirety.

The Contractor may experience difficulty in excavation due to rock or unsuitable backfill material throughout the project locations. It shall be the Contractor’s responsibility to identify these areas and account for difficulty in excavation, the need to export rock or unsuitable backfill material and the need to import suitable backfill material. There will not be additional contract time or additional compensation for any project locations where any of these circumstances occur.

C. Bid Items

1. Mobilization, Bid Item 1:

Payment for Mobilization shall be made at the contract lump sum price and shall constitute full compensation for all labor, material, equipment, and incidentals required within Section 01721. The bid price shall include, but not limited to, preliminary construction schedule, bonds, insurance, installation and relocation of information signs, shop drawings, catalog submittals and shall constitute full compensation for all labor, 346 of 517
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material, equipment and incidentals required. The bid price for mobilization shall not exceed 5 percent of the Bid Schedule total price.

2. SWPPP, Bid Item 2:

Payment for Storm Water Pollution Prevention Plan shall be made at the contract lump sum price and shall constitute full compensation for preparation, approval, NPDES Permit and shall include all labor and incidentals noted within Section 01571.

Payment for the SWPPP shall be made based on the percentage of project completion to ensure compliance with all requirements. The completeness shall be determined by the Engineer and updated on progress payments.

3. Survey, Bid Item 3:

Payment for Survey shall be made at the contract lump sum price and shall constitute full compensation for research, construction surveying, construction staking, preparation and submittal of surveying cut sheets, tying existing control monuments that may be damaged or disturbed prior to construction, verifications of horizontal and vertical position of existing control monuments, recovery and reestablishment of damaged or disturbed control monuments after construction, preparation and submittal of corner records to applicable government agencies, and shall include all labor and incidentals noted within Section 01722.

Payment for the Survey shall be made based on the percentage of project completion to ensure compliance with all requirements throughout the duration of the contract. The completeness shall be determined by the Engineer and updated on progress payments.

4. Removal of all trash and debris, shrubs, bushes, tree stumps, pavement, and pavement grindings from right of way, Bid Item 4:

Item includes but is not limited to removal of all: trash, debris, shrubs, bushes, tree stumps, existing pavement and pavement grindings from right of way. Dust control and export to allow for installation of proposed improvements per the plans. This item includes asphalt grindings spread throughout the alley surface and shall only be paid when removal of all items have occurred, and the site is ready for installation of proposed improvements.

Payment for this item shall be made at the contract lump sum and shall constitute full compensation for all labor, material, equipment and incidentals required. No partial payment for this item will be released. All must be complete and operable before any compensation will be released.

5. Construct 2.5” AC over 4” Aggregate Base, Bid Item 5:

Item includes but is not limited to 2.5” AC over 4” aggregate base as specified on the project plans and specifications; construction surveying, potholing existing utilities, construction staking, traffic control, dust control, grading, removal of all trash, organics and asphalt grindings to prepare the surface for proposed improvements, compaction and export. Item shall also include all clearing and grubbing per Section 300-1 of the General 347 of 517
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Conditions. Grading and shaping shall conform to Section 300, 301 and 302 of the General Conditions.

Payment for this item shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required. No partial payment for Construct 2.5” AC over 4” Aggregate Base will be released. All must be complete and operable before any compensation will be released.

6. Construct 2’ Wide V-Gutter, Bid Item 6:

Item includes but is not limited to V-Gutter transition as specified on the project plans and specifications, construction surveying, construction staking, dust control, traffic control, grading, removal of all trash, organics and asphalt grindings to prepare the surface for proposed improvements, compaction and export. Item shall also include all clearing and grubbing per Section 300-1 of the General Conditions. Grinding and shaping shall conform to Section 300, 301, and 302 of the General Conditions.

Payment for this item shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidents required. No partial payment for Construct 2’ Wide V-Gutter will be released. All must be complete and operable before any compensation will be released.

7. Construct V-Gutter Transition, Bid Item 7:

Item includes but is not limited to V-gutter transition as specified on the project plans and specifications, construction surveying, construction staking, dust control, traffic control, grading, removal of all trash, organics and asphalt grindings to prepare the surface for proposed improvements, compaction and export. Item shall also include all clearing and grubbing per Section 300-1 of the General Conditions. Grading and shaping shall conform to Section 300, 301 and 302 of the General Conditions.

Payment for this item shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required. No partial payment for V-Gutter transition will be released. All must be complete and operable before any compensation will be released.

8. Construct AC Driveway, 2.5” AC over 4” Aggregate Base, Bid Item 8:

Item includes but is not limited to 2.5” AC over 4” aggregate base as specified on the project plans and specifications; construction surveying, potholing existing utilities, construction staking, traffic control, dust control, grading, removal of all trash, organics and asphalt grindings to prepare the surface for proposed improvements, compaction and export. Item shall also include all clearing and grubbing per Section 300-1 of the General Conditions. Grading and shaping shall conform to Section 300, 301 and 302 of the General Conditions.

9. Adjust Manhole to Grade, Bid Item 9:

Item includes but is not limited to adjusting sewer manhole to the proposed finish grade of the alley, construction surveying, construction staking and field locating existing manhole.

Payment for this item shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required.

10. Construct Concrete Collar, Bid Items 10:

Item includes but is not limited to construction of concrete collar as specified on the project plans and specifications; construction surveying, potholing existing utilities, construction staking, traffic control, dust control, grading, removal of all trash, organics and asphalt grindings to prepare the surface for proposed improvements, compaction and export. Item shall also include all clearing and grubbing per Section 300-1 of the General Conditions. Grading and shaping shall conform to Section 300, 301 and 302 of the General Conditions.

Payment for this item shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required. No partial payment for this item will be released. All must be complete and operable before any compensation will be released.

11. Construct 4” Thick PCC Pad, Bid Item 11:

Item includes but is not limited to construction of 4” Thick PCC Pad as specified on the project plans and specifications; construction surveying, potholing existing utilities, construction staking, traffic control, dust control, grading, removal of all trash, organics and concrete/asphalt grindings to prepare the surface for proposed improvements, compaction and export. Item shall include all clearing and grubbing per Section 300-1 of the General Conditions. Grading and shaping shall conform to Section 300, 301, and 302 of the General Conditions.

Payment for this item shall be made at the contract unit price and shall constitute full compensation for all labor, materials, equipment and incidentals required, with no additional compensation or work allowed. No partial payment for sidewalk removal and replacement will be released.

12. Remove and Replace Gutter per SPPWC Standard No. 120-2, Bid Item 12:

Item includes but is not limited to re-construction of existing but damaged, missing, and/or misaligned PCC gutter pan. The gutter pan shall be reconstructed per SPPWC Standard No. 120-2 and/or Standard No. 121-2 and shall join to the existing as specified on the project plans and specifications; construction surveying, potholing existing utilities, construction staking, traffic control, dust control, grading, removal of all trash, organics and asphalt grindings to prepare the surface for proposed improvements, compaction and export . The width of the gutter pan shall match the existing adjacent gutter pan. Item shall also include all clearing and grubbing per Section 300-1 of the General Conditions.

Grading and shaping shall conform to Section 300, 301 and 302 of the General Conditions.
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Payment for this item shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required. No partial payment for this item will be released. All must be complete and operable before any compensation will be released.

13. Construct Concrete Driveway, 6” Thick PCC (560-C-3250), Compact top 6” to 95% compaction, Bid Item 13:

Item includes but is not limited to the re-construction of existing concrete driveway approach. Driveway approach shall be re-constructed per SPPWC Standard No. 110-2 and the City of Redlands and shall join to existing as specified on the project plans and specifications; construction surveying, potholing existing utilities, construction staking, traffic control, dust control, grading, removal of all trash, organics and asphalt grindings to prepare the surface for proposed improvements, compaction and export. Item shall also include all clearing and grubbing per Section 300-1 of the General Conditions. Grading and shaping shall conform to Sections 300, 301 and 302 of the General Conditions.

Payment for this item shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required. No partial payment for this item will be released. All must be complete and operable before any compensation will be released.

14. Gravel Back Fill for Vehicle Access, Bid Item 14:

Item includes but is not limited to gravel back fill for vehicle access as specified on the project plans and specifications; construction surveying, potholing existing utilities, construction staking, traffic control, dust control, grading, removal of all trash, organics and asphalt grindings to prepare the surface for proposed improvements, compaction and export. Item shall also include all clearing and grubbing per Section 300-1 of the General Conditions. Grading and shaping shall conform to Section 300, 301 and 302 of the General Conditions.

Payment for this item shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required. No partial payment for this item will be released. All must be complete and operable before any compensation will be released.

15. Construct 8” PCC Curb per SPPWC Standard No. 120-2 , Bid Item 15:

Item includes but is not limited to the construction of 8” PCC (560-C-3250) curb as specified on the project plans and specifications; construction surveying, potholing existing utilities, construction staking, traffic control, dust control, grading, removal of all trash, organics and asphalt grindings to prepare the surface for proposed improvements, compaction and export. Item shall also include all clearing and grubbing per Section 300- 1 of the General Conditions. Grading and shaping shall conform to Section 300, 301 and 302 of the General Conditions.

Payment for this item shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required. No partial 350 of 517
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payment for this item will be released. All must be complete and operable before any compensation will be released.

16. Construct New Catch Basin per SPWWC Standard No. 304-3, Bid Item 16:

Payment for storm drain structures shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required.

No partial payment will be released. All must be complete and operable before any compensation will be released.

The price shall include, but not limited to trenching, bedding, backfilling, compacting, and restoring all areas to pre-existing conditions.

17. Construct New 8” SDR35 PVC Storm Drain Line. Contractor to replace vegetation, soil, and pavement. Minimum Slope 0.5%. Contractor to Verify Invert Elevation, Bid Item 17:

Payment for New 8” SDR35 PVC Storm Drain Line shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required. No partial payment will be released. All must be complete and operable before any compensation will be released.

The price shall include, but not be limited to all necessary trench protection (shoring, bracing, sloping, etc.), pavement saw cutting and removal, trenching, disposal of excavated native soil, clearing and disposal of shrubbery or vegetation, bedding and backfilling, placing and compacting crushed aggregate base layer to required compaction, warning tape, compacting, assisting with compaction testing, placing and removing temporary asphalt concrete, installation of base and finish paving per trench repair detail, protecting in place or removing and replacing all existing utilities and public and private improvements, restoring all areas to pre-existing conditions.

18. Construct New Parkway Drain per SPPWC Standard No. 151-2 , Bid Item 18:

Payment for New Parkway Drain per SPPWC Standard No. 151-2 shall be made at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals required. No partial payment will be released. All must be complete and operable before any compensation will be released.

19. Remove and Replace 6” Thick PCC Sidewalk (560 -C-3250), Compact Top 6” to 95% Compaction, Bid Item 19:

Item includes but is not limited to the removal and replacement of 6 ” thick PCC (560-C- 3250) sidewalk, compact top 6” to 95% compaction as specified on the project plans and specifications. Item includes but is not limited to erosion control, sawcutting, removal of varying thickness sidewalk, earthwo rk and compaction as required for the construction of new 6” thick concrete sidewalk. Sidewalk shall match the existing width and appearance of adjacent areas, as score lines and finish. Item also includes all necessary dust control, clearing, grubbing, gradin g, irrigation repair, information signs, survey monument preservation, and removals such as removal of vegetation, rubbish , and utilities as required for the construction of the proposed improvements under this bid item.

Payment for this item shall be ma de at the contract unit price and shall constitute full compensation for all labor, material, equipment and incidentals req uired, with no additional compensation or work allowed. No partial payment for sidewalk removal and replacement will be released.

20. Demobilization, Bid Item 20:

Payment for demobilization shall be made at the contract lump sum price and shall constitute full compensation for all labor, material , equipment and incidentals required within Section 01740.

21. Unforeseen work not covered within all other bid items, Bid Item 21:

Payment for the unforeseen work not covered within all ot her bid items shall be made at the contract price per lump sum (LS) and shall constitute fu ll compensation for all labor, materials, equipment, and incidentals required. Unforesee n work must be approved by the City staff before doing any work and pay estimate shall be negotiated based on u nit price already established with the bid proposal for t his project. Any required wo rk that is outside of the proposed bid unit cost, shall be performed based on the Time and Material (T&M) basis and T&M cost shall be negotiated and approved by the City staff prior to performing the work. Unforeseen work will be paid in each billing cycle with a percentage of the lump sum cost included in the bid. This item may not be spent entirely.

END OF SECTION
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CHANGE ORDER REQUESTS 01251-1
SECTION 01251 CHANGE ORDER REQUESTS

1.1 GENERAL
A. All quotations for preliminary change orders for extras, changes, additions, or deletions to the Work as described in EXTRA WORK of the GENERAL CONDITIONS shall be submitted to the ENGINEER, in writing, on the Change Order Request (COR) Cover Sheet and the Change Order Cost Summary Form, both attached, and in conformance with the requirements of Section 01254 CHANGE ORDERS. The quotation shall be firm for a period of not less than sixty (60) calendar days from the date of receipt of the quotation by the ENGINEER. The CONTRACTOR shall submit its written cost quotation and Time Impact Analysis not later than fifteen (15) days after being requested to provide such quotation, unless the ENGINEER allows more time. Delays in submitting quotations beyond the fifteen (15) days set forth herein, which cause a delay in the issuance of a Change Order or a delay to the completion date of the project, shall not be cause for a claim or a time extension under the Contract.

B. The ENGINEER'S request for quotation on a preliminary change shall not be considered authorization to proceed with the changed work prior to the issuance of a final Lump Sum or Time & Material Change Order, unless directed otherwise, in writing, by the ENGINEER, nor shall such request constitute justification for a delay to the existing Work or a time extension under the Contract.

END OF SECTION
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CHANGE ORDER REQUESTS 01251-2
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CHANGE ORDER REQUESTS 01251-3
Change Order Cost Summary
Project Name :

Change Order Request No. :

Date :

Direct
Labor
Direct
Materials
Direct
Equipment
(1): Lump Sum Work by
Prime Contractor $0.00 $0.00 $0.00
(2): "T&M" Work by
Prime Contractor $0.00 $0.00 $0.00
(3): Subtotal - Direct Work
(Prime Contractor) $0.00 $0.00 $0.00

(4): All Lump Sum Work by
subcontractors (any tier) $0.00 $0.00 $0.00
(5): All "T&M" Work by
subcontractors (any tier) $0.00 $0.00 $0.00 Totals
(6): Subtotal - Direct Work
(all subcontractors) $0.00 $0.00 $0.00 $0.00
Add each of the
(3)+(6)=(7): Total - Direct Costs three columns
$0.00 $0.00 $0.00
across and enter
$0.00
to the right.
(8): Markup
(20%
of
direct
labor)
(15% of
direct mat'l)
(15% of
direct equip)
$0.00 $0.00 $0.00 $0.00

(9): Prime Contractor
Markup 10% of line (6) direct sub work up to $5,000 for subcontractors plus 5% of line (6) direct sub work over $5,000

(10): Bonds & Insurance 1% of line (7)
all direct work
$0.00

(11): Additional amount
permitted by Contract

(12): GRAND TOTAL Add sums of lines)
(7), (8), (9), (10) and (11)
$0.00
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CHANGE ORDERS 01254-1
SECTION 01254 CHANGE ORDERS

PART ONE -- GENERAL

1.1 REQUIREMENTS
Payment to the Contractor, or credit to the City, for any change, addition, deletion or extra to the Work, or settlement of any Claim, covered by any Change Order, shall be determined by the methods set forth herein. The Engineer may change the Plans and Specifications, character of the Work, or quantity of Work provided the total arithmetic dollar value of all such changes, both additive and deductive, does not exceed twenty-five percent (25%) of the Contract Price. Should it become necessary to exceed this limitation, the change shall be by written Supplemental Agreement between the Contractor and the City, which shall be executed by a Change Order.

Unless otherwise stipulated, “Unit Prices” include all costs necessary to furnish, install and complete the Work. The “Unit Prices” include all direct costs for labor, equipment and materials, all insurance and bond costs, all field and office supervisors and assistants, all onsite project administration, security costs, the cost of small tools and consumables, incidental job burdens, and all general home office expenses and no separate allowance will be made therefor. Assistants to field and office supervisors include all clerical, stenographic, and general office help. Incidental job burdens include, but is not limited to, office equipment and supplies, temporary toilets, telephone, utilities, safety equipment, warning devices, personal protective equipment, and conformance to OSHA requirements. Project administration includes, but is not limited to, review and coordination, estimating, engineering, scheduling, and expediting relative to Change Orders, and updating and furnishing Record Drawings to incorporate changes, schedule update, supervision not applied solely to the Work of the Change Order, home office salaries and expenses, and City of Redlands Business Tax.

A. Unit Prices
Unit prices stipulated in the Bid or itemized in the approved Schedule of Values shall be utilized, where they are applicable and determined reasonable by the Engineer. In the event that the Change Order results in a change in the original quantity of more than twenty-five percent (25%), either increase or decrease, then either the Engineer or the Contractor may request a review of the unit price to determine if a new unit price shall be mutually determined by negotiation. Any new unit price mutually determined under this Subsection shall only apply to the units in excess of one hundred twenty five percent (125%) of the original quantity for overruns. In case of underruns, the unit price stipulated in the Bid shall be applied to the first twenty-five percent (25%) of the actual quantity of work performed and the new mutually determined price shall be applied to the quantity between twenty-five percent (25%) and seventy-five percent (75%) of the original quantity.
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Renegotiated unit prices or unit prices for new items added to the Contract by Change Order shall be determined in accordance with Subsections B through G.

Whether stipulated in the Bid, itemized in the approved Schedule of Values or renegotiated, the unit prices used for payment constitute the total adjustment with no further costs owed for overhead, impact, profit, delay or impact to unchanged portions of the Contract, or any other reason. The unit price shall be full and final compensation as described in Subsection D.

The cost proposals for renegotiated unit prices shall be presented in accordance with the provisions of Subsections B through G. Should any Bid Item be deleted in its entirety, the amount bid for that bid item shall be subtracted from the total Contract amount. The Contractor shall be paid only for the actual cost incurred prior to the notification of such deletion for that Bid Item.

B. Lump Sum
The Engineer and the Contractor may mutually determine a total sum for the Extra Work. The Contractor shall summarize the total cost and furnish a breakdown of the proposed lump sum costs satisfactory to the Engineer in accordance with Subsections B through G. Such lump sum costs shall be full and final compensation as described in Subsection D. The Contractor’s quotation shall conform to the requirements of Section 01251- Change Order Requests, and be submitted in the Change Order Cost Summary Form provided (see Attachment 01251-A1). The Change Order Cost Summary Form cannot be used to nullify or supercede any specification or contractual provision.

If the method or amount of payment cannot be agreed prior to performing the Extra Work, the Engineer may unilaterally issue a Change Order in the amount determined reasonable by the Engineer for the Extra Work and direct the Contractor to proceed immediately. The Engineer also has the option to issue a Change Order directing the Work be done on a Time and Materials basis with the Contractor providing all labor, equipment, and materials necessary to complete the Work in a satisfactory manner and within a reasonable period of time.

Estimates for lump sum quotations and accounting for Time and Materials work shall be limited to direct expenditures necessitated specifically by the subject Extra Work, and shall be segregated as follows:

1. Labor, up to and including working general foremen, who are directly assigned to the Extra Work. Employees identified as superintendents or non-working general foremen shall not be charged as labor on Extra Work. The labor costs shall include actual documented payroll costs including wages, payroll taxes as established by law (i.e., FICA, Federal and State Unemployment Taxes), fringe benefits as established by negotiated labor agreements, and any insurance costs (such as Worker's Compensation and General Liability Insurance but shall not include Automobile Liability Insurance or any other insurance costs). A detailed 357 of 517
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breakdown of those subcomponents of labor costs, by all crafts shall be submitted to the Engineer, by the Contractor and all Subcontractors, for approval, as part of the documentation of labor costs, within ten (10) working days after issuance of the Notice to Proceed. No other subcomponents of labor costs shall be considered, unless approved in writing by the Engineer.

The labor cost is not allowed to be increased by using labor classifications with paygrades higher than necessary to accomplish the Work.

2. Materials: The cost of materials used in performing the Extra Work will be the cost, including sales tax and freight, to the purchaser, whether Contractor, Subcontractor or other forces, from the supplier thereof, except as follows:
a. Cash or trade discounts available to the purchaser shall be credited to the City notwithstanding the fact that such discounts may not have been taken by the Contractor.
b. For materials secured by other than a direct purchase and direct billing to the purchaser, the cost shall be deemed to be the price paid to the actual supplier as determined by the Engineer. Supplier markup, except for actual costs incurred in the handling of such materials, will not be allowed.
c. Payment for materials from sources owned wholly or in part by the purchaser shall not exceed the price paid by the purchaser for similar materials from said sources on contract items or the current wholesale price for such materials delivered to the Jobsite, whichever price is lower.
d. If, in the opinion of the Engineer, the cost of materials is excessive, or the Contractor does not furnish satisfactory evidence of the cost of such materials, then the cost shall be deemed to be the lowest current wholesale price for the quantity concerned, delivered to the Jobsite less cash or trade discount. The City reserves the right to furnish materials for the Work and no claim shall be made by the Contractor for costs and profit on such materials.
e. For the purposes of this Section, a "Supplier" is defined as any person or persons, firm or business, who supplies materials of construction and/or permanent equipment, but who does not perform any portion of the Work of the Contract on site, for the Contractor, except that labor or labor supervision which may be required by some manufacturers as part of their equipment installation for warranty or other purposes.
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3. Equipment Costs, including ownership, lease or rental costs, as well as operating costs, for individual equipment units whose replacement value is in excess of $500. Transportation and set up costs shall be included, but only if the equipment is imported to the worksite solely to perform work on the Extra Work described in the Change Order and the Contractor can demonstrate that the changed work cannot or could not be performed economically with equipment already at the site. Equipment costs shall be determined in accordance with the requirements set forth in Subsection G.

4. Small tools, equipment, consumables and incidental costs: No separate payment will be made for the use of small tools or equipment with a replacement value of $500 or less. This applies to tools and equipment owned by the Contractor or its subcontractors of any tier. Also, no separate payment will be made for fuel, lubricants, tool or equipment repairs, tool or equipment maintenance, consumables, drinking water, sanitary facilities or other incidentals. These costs are already included as a part of Markup.

5. Subcontractor Costs, including their overhead and profit, provided that such costs are direct costs to the Contractor for performing the Extra Work as set forth in Subsections B through G.

C. Time and Materials Work
The costs of all Changed/Extra Work submitted under the Time and Materials (T&M) method shall be formulated in accordance with the provisions of Subsections B through I.

Unless otherwise stipulated on the Change Order, the “Not-to-Exceed” amount for all T&M Change Orders is $10000. The Contractor is responsible for tracking costs and for notifying the Engineer in writing when costs approach 50% and 75% of the “Not-to-Exceed” amount. In addition, if the Changed/Extra Work cannot be completed within the “Not-to-Exceed” limit, the Contractor shall notify the Engineer in writing, and in a timely manner, that the limit requires an increase.

The City will only reimburse eligible costs up to the “Not-to-Exceed” amount.

The Contractor shall notify the Inspector at the beginning of each day when Changed/Extra Work is being performed. The Contractor shall notify the Inspector of the Changed/Extra Work being performed and describe the personnel involved, whether by Contractor forces or by its subcontractors at any tier. Failure to notify the Inspector prior to the start of Changed/Extra Work serves as the Contractor’s waiver to claim for compensation on that day.

For each working day, the Contractor shall submit a “Daily Extra Work Report” (DEWR) to the Inspector. The “Daily Extra Work Report” shall summarize labor, 359 of 517
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equipment and materials supplied. The Inspector will only consider Forms that are properly completed as described below.

1. Separate forms must be used for labor and for equipment/materials.

2. Labor, equipment, material or expenditures that are not included on The DEWR are ineligible for payment. There will be no exceptions to this requirement. It is the responsibility of the Contractor to include any and all items of labor, equipment, or material for which it requests compensation for each day’s work completed.

3. Information required on the Labor form shall include name of personnel, personnel classification, and only the number of hours worked on Changed/Extra work for the day being reported. Since the overhead allowance already includes all necessary supervision, any hours for additional supervision or non-working foremen are ineligible for additional payment. The premium pay for a general foreman is eligible for payment only if the general foreman is a working foreman and a general foreman was required by a Union Labor Agreement or otherwise approved by the Inspector. The general foreman rate is eligible for payment only during the time that a general foreman was required for the Changed/Extra Work.

4. Information required on the Equipment/Material shall include Contractor- owned equipment and/or tools, and rented equipment or tools for which compensation is requested. Information shall include the type of equipment, size of equipment, equipment identification number, appurtenances, and only the number of hours worked on the Changed/Extra work.

5. The only allowable materials are materials delivered to the job site and/or incorporated only into the Changed/Extra work. The allowable materials shall be listed on the T&M sheet for the day that they are delivered to the job site and/or incorporated into the Changed/Extra work.

6. Delivery ticket(s) and/or bill(s) of lading for rental equipment and/or tools delivered to the site and/or material incorporated into the work for the day being reported must be attached with the T&M sheet for that day. No payment will be allowed for materials and/or rented equipment unless receipt(s) or bill(s) of lading is attached. If the request for payment is not substantiated by original vendor/supplier invoices, acceptable copies of original invoices, or other documentation acceptable to the Inspector, the City may establish the cost of the item(s) at the lowest possible wholesale price or rental rate applicable while the work was being performed. 360 of 517
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7. Failure to submit the required “Daily Extra Work Report of Time and Material Work” by the close of the next working day shall waive all rights for that day unless otherwise approved by the Inspector. Work that cannot be substantiated by a “Daily Report”, approved and signed by the Inspector, is ineligible for payment.

8. The Contractor is responsible for preparing the “Daily Extra Work Report” for work by its Subcontractors and submitting the Forms to the Inspector on time.

9. The Contractor must have each “Daily Extra Work Report” verified by the Inspector. After the “Daily Extra Work Report” is approved by the Inspector, both the Contractor and Inspector sign the report. The original “Daily Extra Work Report” is retained by the Inspector with a copy provided to the Contractor.

10. When the “Daily Extra Work Report” is signed by the Inspector and the Contractor, it is binding on the Contractor and its Subcontractors.

11. When agreed to by the Inspector, the Contractor may submit a supplemental “Daily Extra Work Report” for labor, materials, or equipment for which the Contractor requests compensation but failed to list on the original daily report.
a. These supplemental forms shall be marked “SUPPLEMENTAL”. b. Unless otherwise approved by the Inspector, the supplemental forms may only be submitted for approval up to two (2) working days following the date when the work was performed.

No payment will be allowed for labor, materials, or equipment included on T&M sheets not signed by the Contractor and the Inspector. Payment will not be allowed for labor, materials, or equipment included on T&M sheets signed by anyone other than the Inspector or the Inspector’s immediate supervisor.

D. General
It is the intent of the City to settle all Change Orders full and final at the time the Change Order is issued. Therefore, the following paragraph shall be made a part of all Change Orders, whether included or not on the actual change order:
“The compensation (time and cost) set forth in a Change Order comprises the total compensation due the Contractor, all Subcontractors, and all Suppliers, for the Work or change defined in the Change Order, including impact on unchanged work. By signing the Change Order, the Contractor acknowledges and agrees on behalf of himself, all Subcontractors, and all 361 of 517
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Suppliers, that the stipulated compensation includes payment for all work contained in the Change Order, plus all payment for the interruption of schedules, extended field overhead costs, delay, and all impact, ripple effect or cumulative impact on all other work under this Contract. The signing of the Change Order indicates that the Change Order constitutes full mutual accord and satisfaction for the change, and that the time and/or cost under the Change Order constitutes the total equitable adjustment owed the Contractor, all Subcontractors, and all Suppliers as a result of the change. The Contractor, on behalf of himself, all subcontractors, and all Suppliers, agrees to waive all rights, without exception or reservation of any kind whatsoever, to file any further claim related to this Change Order. No further claim or request for equitable adjustment of any type for any reasonably foreseeable cause shall arise out of or as a result of this Change Order or the impact of this Change Order on the remainder of the Work under this Contract.”
Costs which shall not be paid in Change Orders under this Contract include, but are not limited to, interest costs of any type; claim preparation or filing costs; legal expenses; the costs of preparing or reviewing proposed Change Orders or Change Order proposals; lost revenue; lost profits; lost income or earnings; rescheduling costs; costs of idled equipment when such equipment is not at the site or has not yet been employed on the Work; lost earnings or interest on unpaid retainage; claims consulting costs; and the costs of corporate officer or staff visiting the site; any compensation due to the fluctuation of foreign currency conversion or exchange rates; loss of other business; changes in taxes or increased tax rates of any kind or any costs identified as unallowable under the provisions of the Federal Acquisition Regulations.

Extensions of time shall be based solely upon the effect of delays to the Work as a whole. Extensions of time shall not be granted for delays to the Work, unless the Contractor can clearly demonstrate, through analysis of the current updated schedule, that the delay to the Work as a whole arose or will arise from causes other than normal weather, beyond the control and without fault or negligence of the Contractor, or any Subcontractor, at any tier, and that such delays did or will, in fact, delay the progress of the Work as a whole. The Contractor shall not be entitled to a time extension unless it submits a Time Impact Analysis which is a calculation of the extent of the delay to the end date of the Work and which shows that the Work has been or will be extended beyond the current Contract completion date. A Time Impact Analysis is a scheduling procedure which utilizes the networking techniques (fragnets) and a written analysis of the facts associated with the alleged delay to demonstrate the effect of the alleged delay on the critical path of the schedule. A "fragnet" is defined as a sequence of new activities and/or activity revisions that are proposed to be added to the existing current updated schedule to demonstrate (mathematically and graphically) the influence of the alleged delay on the end date of the Work and shall be the sole method for incorporating delays and impacts into the schedule. The objective of a 362 of 517
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Time Impact Analysis is to pinpoint, isolate, and quantify all time impact associated with a specific issue and determine its time relationship to past or current delays. Time extensions shall not be allowed for delays to parts of the Work that are not on the critical path of the currently approved monthly updated project schedule. Time extensions shall not be granted, nor delay damages of any kind whatsoever paid to the Contractor, until all available float, slack, or contingency time on the project is used and the end date of the Work is moved beyond the current, adjusted Contract completion date.

The cost summary, cost breakdowns and requests for cost reimbursement submitted by the Contractor (for delay, disruption, hindrance and interference associated with the changes, additions, deletions or extras) shall be itemized in a manner that, with mathematical certainty and without reliance upon probabilities or inferences, segregates the direct, actual reimbursable costs associated with each individual, change, addition, deletion, extra and (on an event-by-event basis) each individual delay or disruption event. Such cost summaries, breakdowns or requests shall not be based, in whole or in part, upon any methodology (such as “total cost” or “modified total cost” methodologies) that purports to calculate the Contractor’s additional costs of performance of the extra, change, addition or deletion (including without limitation the additional costs of delay, disruption or other impact) based on the difference between Contractor’s total actual Project or line item costs (with or without fee) and its original bid estimate for the Project or any original bid estimate line item. In connection with the foregoing, Contractor represents and warrants that it has the ability to generate and maintain complete and accurate cost accounting records that will reflect (i) the actual costs incurred or saved for each individual item of Extra Work, change, addition, deletion (including without limitation any costs of associated delay, disruption, interference, hindrance and the cumulative impact of each extra, change, addition, deletion on other parts of the Work); and, (ii) on an event-by-event basis, the effect of each delay or disruption that forms the basis of each request for extension of time, regardless of their scope, number, complexity, cumulative effect, or time of issuance or occurrence.

Except as provided in Section 6-6 of the General Conditions, Contractor shall have no right to recovery of any compensation, costs, expenses or damages resulting from delay, disruption, interference, or hindrance in the performance of the Work (including without limitation interruption of schedules, excess or extraordinary extended field and indirect overhead costs, loss of productivity and the impact, ripple or cumulative effect on other Work).

Contractor waives any claim or rights and remedies based on abandonment, quantum merit, rescission or other similar legal theory by reason of any of the following circumstances, which the Contractor acknowledges and agrees are within the reasonable contemplation of the parties: (i) changes, additions, deletions and extras to the Work after execution of the Contract and issued from time to time throughout the period of construction, regardless of their scope, 363 of 517
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number, cumulative value, or complexity, to correct errors, omissions, conflicts, and ambiguities in the Contract Documents, or to implement discretionary changes to the scope of Work requested by the City; (ii) the issuance and performance of changes, additions, deletions and extras in a manner that is not in sequence with the as-built or as-planned progress of the Work; (iii) changes due to Differing Site Conditions; (iv) suspensions of the Work or parts thereof, or limitations on access to portions or all of the Work, for the convenience of City or in the interests of the Project; (v) delay or disruption to the Work due to failure of the City, Engineer or Inspector to timely perform any contractual obligation.

E. Markups – Overhead and Profit

1. In addition to the direct expenditures specified for labor, materials and equipment in Subsection B, a lump sum will be paid for all overhead and profit, including: All insurance costs other than specifically mentioned in this Section, all field and office supervisors and assistants, all onsite project administration, security costs, the cost of small tools and consumables, incidental job burdens, and all general home office expenses and no separate allowance will be made therefor. Assistants to field and office supervisors include all clerical, stenographic, and general office help. Incidental job burdens include, but is not limited to, office equipment and supplies, temporary toilets, telephone, utilities, safety equipment, warning devices, personal protective equipment, and conformance to OSHA requirements. Project administration includes, but are not limited to, review and coordination, estimating, engineering, scheduling, and expediting relative to Change Orders, and updating and furnishing Record Drawings to incorporate changes, schedule update, supervision not applied solely to the Work of the Change Order, home office salaries and expenses, and City of Redlands Business Tax. Such lump sum shall conform to the following schedule of percentages of the total amount of direct expenditures of the Contractor and subcontractors. (a) Work by Contractor. The following percentages shall be added to the Contractor’s costs and shall constitute the markup for all overhead and profits:
1) Direct Labor 20%
2) Direct Materials 15%
3) Direct Equipment 15%
(b) Work by Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup established in (a) shall be applied to the Subcontractor’s actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor.
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2. Bonds and Insurance
An additional allowance of one percent (1%) of all direct costs (less markup) is allowed.

3. Add/ Deduct Changes
The overhead rates determined above shall be applied to all additive Change Orders, except those utilizing as-bid Unit Prices listed in the Bid Proposal.

Any change in the Work involving both extras and credits shall show a net total cost, including subcontracts. Allowances for overhead and profit to the net total cost, as specified herein above, 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 signed.

4. When all or any part of the extra work is performed by a Subcontractor, the markup established in subsection 1.1.E.1 shall be applied to the Subcontractor’s actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor.

F. City Furnished Materials, Equipment and Services
The Engineer reserves the right to furnish materials, equipment and services deemed expedient for use on the Changed/Extra Work. The Contractor shall have no claim for profit or overhead on the cost of such materials, equipment and services.

G. Equipment Costs
The rates for rental or leased equipment shall not exceed the rates listed in the Caltrans Labor Surcharge and Equipment Rental Rates (Caltrans LS&ERR). For T&M Change Orders, the rates are established by the actual paid invoice(s) that comply with the requirements of Subsections G.1 and G.3. Owned equipment costs shall not exceed the rates established by Subsection G.2. The most recent published edition in effect at the commencement of actual equipment use shall be used.

The rates paid for any rented or leased equipment or tools shall include the cost of fuel, oil, lubrication, supplies, small tools, necessary attachments, repairs and maintenance of any kind, depreciation, storage, insurance and all incidental costs associated with the operation of the equipment or tools. 365 of 517
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It is the responsibility of the Contractor to include any appurtenances added to equipment which would increase the basic rate for said equipment (i.e., hoe-ram, oversize bucket, and etcetera) as established in the acceptable rental rate guide.

All equipment and/ or tools shall be acceptable to the Inspector, in good working condition, suitable for the purpose for which it is to be used, and necessary to complete the Changed/Extra Work. Payment will be based on the manner in which the equipment was actually powered, operated and modified per the equipment manufacturer’s recommendations.

1. Rented or Leased Equipment
For equipment rented or leased (including lease with purchase option) in arm's length transactions from outside vendors, the Contractor shall be paid the actual invoiced, rented or leased rates provided that the invoiced lease or rental rates do not exceed the rates set forth in the Caltrans LS&ERR. Arm's length rental or lease transactions are those in which the firm involved in rental or lease of such equipment is not associated with, owned by, have common management, directorship, facilities, or stockholders with the firm renting the equipment. Submittal by a Contractor of a rental or leased invoice from the lessor will be prima facie proof of compliance with the above. However, such invoices are not conclusive proof; if questioned, the burden of proof remains with the Contractor. In no event shall the leased equipment rate billed to the City be at rates exceeding those prescribed in the following table:

Actual Usage (Change Order
& Contract Work Combined) Payment Category
Less than 8 hours Hourly Rate
8 or more hours but less than 7 days Daily Rate
7 or more days but less than 30 days Weekly Rate
30 calendar days or more Monthly Rate
a. When in Use:

Actual equipment use time documented by the Inspector shall be the basis that the equipment was utilized on the changed work and paid for under the Change Order. In addition to the lease or rental rate, equipment-operating costs shall not exceed the estimated hourly operating rate as set forth in the Caltrans LS&ERR. The hours of operation shall be based upon actual equipment usage on the changed work as recorded by the Inspector. For multiple shift work sequences, the allowable equipment rate shall not exceed fifty percent (50%) of the base rate, for second or third shifts. b. When Idle:
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Idle equipment is equipment on site and necessary to perform the Work under the change but not in actual use due solely to the impact of the changed work. Equipment operating costs due to idle time, documented by the Inspector, shall be paid at the rate determined in “G” (1) above. Idle time shall include a reasonable time allowance to and from the project site.

Payment for equipment or tools shall be limited to hours actually worked on the Changed/Extra Work if the equipment or tool is already on site for Work under the original Contract. No “standby” time will be paid for equipment already on site for Work under the original Contract.

If equipment or tools are used intermittently and, when not in use, could be returned to the rental source at less expense than holding it at the work site, it shall be returned, unless the Contractor elects to keep it at the work site at no expense to the City.

2. Owned and Other Equipment
Equipment rates for owned equipment or equipment provided in other than arm's length transactions shall not exceed the total hourly costs as set forth in the Caltrans “Labor Surcharge and Equipment Rental Rates” effective at the time the work is performed. (The Caltrans equipment rental rates are available on the internet at
http://www.dot.ca.gov/hq/construc/equipmnt.html.) If the equipment is not listed in Caltrans LS&ERR, then the Rental Rate Blue Book shall be used. When using the Blue Book, the hourly rate for any period less than 7 days shall be the weekly rate divided by 40, plus the Operating Cost.

Except as noted herein below, this equipment hourly rate plus the estimated operating cost per hour from the Blue Book will be paid for each hour the equipment actually performs the Extra Work. Daily records listing the equipment units and their respective operators, identification code, and actual usage on the Work under the Change Order, as certified at the end of each work day (or work shift if the Work is being performed in multiple work shift sequence) by the Inspector shall be the record upon which actual equipment use shall be based. For multiple shift work sequences, the Caltrans overtime factor shall be applied (When using the Blue Book one-half the Non-Operating Cost will be deducted for second and third shifts. The Non-Operating Costs are the Blue Book monthly or weekly/40 rates, as applicable.). It is agreed that this rate shall represent payment in full for all the Contractor’s direct costs.
a. When Idle:
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Payment for equipment necessary to be on the site to complete the Work, but not in actual use due solely to the impact of the changed work, shall be paid per the table in Caltrans Standard
Specifications Section 9-1.03A(3b), provided that its presence and necessity on the site has been documented by the Inspector, and further provided that the equipment was idled solely by actions of the City. Idle equipment time will only be paid as a function of delays specifically directed or caused by the City's actions. In no event shall the idle time claimed in a day for a particular piece of equipment exceed the normal work schedule established for the project - usually eight (8) hours per day or forty (40) hours per week, and excluding Saturdays, Sundays, and holidays. For multiple shift work sequence, the allowable idle equipment rate shall not be allowed, for second or third shifts. It is agreed that this rate shall represent payment in full for all the Contractor’s direct costs.

3. Equipment Haulage and Set Up Costs
Documented and actual equipment haulage and set up costs shall be paid for, if applicable as set forth in Subsection B.3.

4. Other Equipment Cost Guides
In the event that a piece of equipment used on a Change Order is not listed in Caltrans or the Blue Book, costs may be derived from the Associated General Contractor’s of America Equipment Ownership Guide, the Associated Equipment Dealers Guide, or the Equipment Rate Guide published by the U.S. Army Corps of Engineers as adjusted appropriately for the type of work and use and the regional area of the Work under this Contract.

H. Records
At any time should the Contractor deviate substantially from the schedule, method and sequence of operation, equipment, cost or pricing data furnished by the Contractor and agreed to by the City in connection with the Change Order or should the City determine that any price negotiated in connection with the Change Order is defective due to such deviation or the fault of the Contractor, the City reserves the right to reduce the Change Order cost and reissue the Change Order at the amount in which the City determines to be the actual costs to complete the change.

Whenever any material or process is indicated or specified by patent or a proprietary name, or by name of a manufacturer in the Change Order, such direction shall not relieve the Contractor’s responsibility or obligation to perform 368 of 517
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work in accordance with the contract requirements. The Contractor shall be solely responsible for, and have control over construction means, methods, techniques, sequences and procedures, coordination of all portions of the contract and Change Order work.

The Contractor shall on a weekly basis submit an approximate accounting of the amount expended on the Time and Materials work to date and an estimate of the Impact to the time of performance of work.

I. Partial Payments for Time and Materials Work.

Progress payments for Time and Materials work shall only be made if the anticipated cost of the changed work is in excess of $50,000 and/or the time to perform the changed work will exceed two (2) months duration. To receive payments for Time and Materials work, the Contractor shall submit to the Engineer an invoice of the daily reports which were verified by the Inspector, with details and documents, verifying the Contractor’s and Subcontractor's actual costs incurred for the Time and Materials work as set forth in Subsections B through H. Costs shall be submitted within thirty (30) calendar days after the T&M work has been satisfactorily completed unless an extension of time for submittal is authorized in writing by the Inspector.

END OF SECTION
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SECTION 01298 SCHEDULE OF VALUES

1.1 GENERAL
A. The Schedule of Values shall be used as a basis for determining progress payments on a lump sum contract or any designated lump sum bid item. The Schedule of Values shall be a schedule of cost loaded construction activities equal, in total, to the lump sum bid and shall be in such form and sufficient detail to correctly represent a reasonable apportionment of the lump sum. Prior to submitting an invoice for payment, the CONTRACTOR shall have submitted a detailed Schedule of Values and obtained approval from the ENGINEER.

B. Each lump sum bid item on the Schedule of Work and Prices, as set forth in the Bid must be broken down separately. The breakdown of each lump sum bid item must cover the cost of construction required by the contract documents for that item. The sum of the values for the construction activities, within a bid item, must equal the total bid amount for that item. The breakdown shall include subcontract amounts which shall not deviate from the amounts submitted in the Bid Proposal. The CONTRACTOR shall provide certification from the Subcontractors certifying the subcontract amounts.

C. Each activity in the Schedule of Values shall delineate one construction activity.

For example, the placement of concrete between construction joints, the construction of an electrical duct bank or pipeline between points A & B. The costing for each activity should include all costs for the labor and materials or equipment required to complete the activity. For example, concrete construction activities should include all costs for the forming, placing of reinforcement, placing concrete and curing. The cost for pipeline construction activities should include materials, equipment and installation including pipeline supports or thrust blocks. The excavation and backfill for a pipeline or structure may be separate activities. The Contract Price breakdown shall include the itemized costs for the plant establishment and any maintenance services to be performed before the final project acceptance is made. No non-construction activity shall be cost loaded.

D. The CONTRACTOR shall use cost loaded construction activities from the Construction Schedule as a Schedule of Values. Each construction activity shall be encoded to its bid item and a sort provided for each bid item totaling the cost loaded amount. The total of the Cost Loaded amounts for each bid item shall equal the amount bid for that item. The total of the Schedule of Values shall equal the current Contract value at all times. At any time during the progress of the Work of the Contract the INSPECTOR reserves the right to review the cost loading of the Schedules of Values and direct necessary revisions. When requested by the INSPECTOR, the CONTRACTOR shall provide all information necessary to substantiate the cost loading.
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SECTION 01321 CONSTRUCTION SCHEDULE

1. THE REQUIREMENT
A. It is expressly understood and agreed that the time of beginning, the rate of progress, and the time of completion of the Work are of the essence of this Contract.

B. The CONTRACTOR’S representative in charge of scheduling is required to attend all meetings pertaining to scheduling and progress of the Work.

C. The CONTRACTOR shall submit to the ENGINEER 3 hard copies and the electronic file of the CONTRACTOR'S Construction Schedule (the schedule) at the time of the preconstruction meeting. The schedule shall be either a Critical Path Method (CPM) Network or a detailed Bar Chart with the critical path clearly shown. If the CPM network option is used, then Primavera Project Management or Microsoft Project shall be the scheduling software. If a detail Bar Chart is used, Microsoft Excel shall be the software utilized. The schedule shall include the following:

1. Activity ID,

2. Activity Description,

3. Start date for each activity,

4. Finish date for each activity,

5. Original duration,

6. Predecessor,

7. Successor,

8. Percent Complete,

9. Remaining Days.

A minimum of seven (7) calendar days for review of each schedule. Schedule activities shall be of sufficient detail to assure adequate planning has been done for proper execution of the Work and such that, in the sole judgement of the ENGINEER, it provides an appropriate basis for monitoring progress. The schedule shall begin with the date of issuance of the Notice to Proceed and conclude with the date of Final Completion shown in the Contract. Submittal and approval of the schedule in accordance with the requirements of this Section is a condition precedent to the issuance of any payments under this Contract. Once the schedule is approved it will become the baseline schedule and must be shown and compared on all subsequent schedule submittals.

D. Float, slack time, or contingency within the schedule (i.e., the difference in time between the project's early completion date and the required Contract Completion date), and total float within the schedule, is not for the exclusive use of either the CITY or the CONTRACTOR, but is a jointly owned expiring resource available to and shared by both parties. Pursuant to this float sharing requirement, use of 371 of 517
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float suppression techniques shall be cause for rejection of the schedule and any revisions or updates.

E. Time extensions shall not be granted nor delay damages paid until a delay occurs which is beyond the control and without the fault or negligence of the CONTRACTOR and its Subcontractors or Suppliers, at any tier, and which extends actual performance of the Work beyond the current Contract completion date and the completion date projected by the current, approved, updated schedule. If the delay occurs along a path, which the current approved Construction Schedule update projects late completion prior to addition of any CITY caused delay, then the time extension allowed will be only for the additional delay demonstrated by the approved Time Impact Analysis. Time extensions shall be granted only if they are clearly demonstrated by the CONTRACTOR through the submittal, within seven (7) calendar days after the delay occurs, of a Time Impact Analysis which demonstrates the estimated impact on the end date of the Work; is based upon the updated Construction Schedule current as of the month the delay occurred; and demonstrates that the delay cannot be mitigated, offset, or eliminated through such actions as revising the intended sequence of Work or other means.

If a time extension if granted by the CITY, the updated schedule reflecting the change shall become the baseline and be reflected schedule and must be shown and compared on all subsequent schedule submittals.

Since float time within the Construction Schedule is jointly owned, it is acknowledged that CITY caused delays on the project may be offset by CITY caused time savings (e.g. critical path submittals returned in less time than allowed by the Contract or approval of substitution requests which result in a savings of time to the CONTRACTOR). In such an event, the CONTRACTOR shall not be entitled to receive a time extension or delay damages until all CITY caused time savings are exceeded and the Contract completion date is also exceeded.

F. If the initial schedule submitted shows completion of Work more than thirty (30) calendar days in advance of the Contract completion date, the ENGINEER may, at no cost to the CITY, decrease the Contract duration by issuance of a Change Order which changes appropriate Milestone Date(s) and the Contract completion date to the completion date reflected on the schedule. Any approved schedule, revision, or update having an early completion date shall show the time between the early completion date and the Contract completion date as "project float".

G. Comments made by the ENGINEER on the schedule during review will not relieve the CONTRACTOR from compliance with all requirements of the Contract. The ENGINEER may request that the CONTRACTOR and all major Subcontractors (defined herein as being any Subcontractor, Sub-Subcontractor, or Supplier with five (5) percent or more of the value of the Contract) participate in 372 of 517
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review of any schedule submission. All revisions shall be submitted within seven (7) calendar days after the ENGINEER’S review.

H. Two copies of an updated schedule shall be submitted to the ENGINEER for approval with the submittal of each CONTRACTOR'S monthly payment request or the monthly payment request will be withheld. For those activities started but not yet completed at the time of submittal, the updated schedule shall reflect the percentage complete, as agreed between the CONTRACTOR and the INSPECTOR, and an estimate of the remaining duration. The monthly update of the schedule shall include an updated bar chart with logic arrows or network diagram and include the same additional data as required by Section 1.C. If the CPM network option is used, the schedule shall be calculated using remaining durations and the progress override option. The monthly update shall also include a complete, hard copy list of all the changes made from the previously approved submittal. If the schedule is done using Primavera, use a Claim Digger report for the list of changes.

I. The submittal of an updated schedule which meets the requirements of this Section, accurately reflects the status of the Work (for all previously accepted activities), and incorporates all approved changes into the schedule, shall be a condition precedent to the processing of the monthly payment application. (Actual and/or forecast dates for status of additional submittal cycles shall be added without the prior approval of the Engineer.) Updated schedules shall also be submitted at such other times as the ENGINEER may direct. Upon approval of a Change Order or issuance of a notice to proceed with a change, the approved change shall be reflected in the next schedule update.

J. If completion of any part of the Work, delivery of equipment or materials, or submittal of CONTRACTOR submittals is behind schedule and will impact the end date of the Work, the CONTRACTOR shall submit a written recovery plan acceptable to the ENGINEER for completing the Work by the current Contract completion date, if requested by the ENGINEER.

K. As a condition precedent to the release of any retained funds, the CONTRACTOR shall, after substantial completion of the Work has been achieved, submit a certified, final schedule which accurately reflects the manner in which the project was constructed and includes actual start and completion dates for all activities on the schedule.

END OF SECTION
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E. Attached are samples of the Schedule of Values. The City will provide project specific Schedule of Values for the CONTRACTOR to use throughout the project at the Preconstruction Meeting. The Schedule of Values must be used by the CONTRATRACTOR at the time of each progress payment.

END OF SECTION
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SECTION 01322 CONSTRUCTION PROGRESS PHOTOGRAPHY

1.1 GENERAL
A. Required : Provide photographs taken at the Jobsite at the specified stages of Contracted Work in accordance with provisions of this Section.

1. The Contractor shall provide the City with photos with addresses identifying each property location, the direction the photograph was taken (facing North, South etc).

2. Take first photographs just before CONTRACTOR starts any work operations at the Jobsite.

3. Take final photographs when all Contracted Work has been completed, regardless of time interval since previous photographs were taken.

1.2 SUBMITTALS
Except as otherwise directed by the ENGINEER, submit all photographs electronically on a CD/DVD organized by phase of construction and location.

1.3 QUALITY ASSURANCE
Photographs and prints to be of professional quality; clear, in focus, with high resolution and sharpness, and with minimum distortion.

END OF SECTION
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SECTION 01323 CONSTRUCTION STATUS REPORTS

1.1 REQUIREMENTS
A. Daily Status Report
The Contractor shall complete a daily report indicating manpower, major equipment, subcontractors, unusual occurrences and etc., involved in the performance of the work. The daily report shall be completed on forms prepared by the Contractor and approved by the City and shall be submitted to the Project Manager at the conclusion of each work week.

The Contractor shall also have workers on the project sign in and out each day on the City of Redlands Daily Sign In Sheet which shall state the name, times in and out and the work performed by each worker on the project each day. The completed Daily Sign In Sheets shall be submitted to the City of Redlands Project Manager at the end of each work week. Failure to submit daily reports and daily sign in sheets to the Project Manager on a weekly basis will result in a possible and temporary suspension of work until reports are submitted.

B. Weekly Status Report
During the construction phase of the Work, the CONTRACTOR shall submit weekly written status reports to the ENGINEER and the INSPECTOR. The report shall contain a record of inspections and tests, not performed by CITY forces, for all Work accomplished subsequent to the previous report and shall include the following information:

1. Type of work under way during the time frame of the report (e.g., earthwork, concrete work, structural steel erection, equipment manufacturing, component installation).

2. Inspections and tests, and location of inspections and tests that were made.

3. Results of inspections.

4. Reports of tests performed, including those specified, with the results of the tests, and acceptance criteria, including failures and remedial action to be taken. Test results, including all computations, shall be attached to the report form. Where test results cannot be completed by the time the report is submitted, a notation shall be made that the test was performed, including the approximate expected date that test results will be reported.

5. Report of any nonconforming items/activities. Nonconformance report forms designed solely for this purpose shall be utilized. 379 of 517
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6. Results of inspections of material and equipment done upon their arrival at the Jobsite and prior to their incorporation into the Work. This includes, but is not limited to, compliance with approved submittals, damage, and proper storage requirements.

7. Offsite quality control activities.

8. Instructions received from the ENGINEER or INSPECTOR.

9. In all cases, the report must be verified and signed by the CONTRACTOR'S representative. The verification is to contain the statement that all supplies and materials incorporated in the Work are in compliance with the terms of the Contract except where noted.

C. 3 Week Look Ahead Schedule
During the construction phase of the Work, the CONTRACTOR shall submit 3 Week Look Ahead reports to the ENGINEER at the weekly progress meetings or as directed by the ENGINEER. The report shall include the following information:

1. Type of work under way during the time frame of the report (e.g., earthwork, concrete work, structural steel erection, equipment manufacturing, component installation).

D. Miscellaneous Submittals
CONTRACTOR shall prepare a Daily Construction Report recording the following information concerning events at the job-site and submit original copies to the ENGINEER at weekly intervals for approval:

1. List of Subcontractors and Sub-Subcontractors at the site, types of works and job location.

2. Count of CONTRACTOR’S personnel at the site, name, type of work, hours completed and job location.

3. Construction equipments at the site.

4. High and low temperatures, general weather conditions.

END OF SECTION
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SECTION 01330 SUBMITTALS

1.1 THE REQUIREMENT
A. The CONTRACTOR shall furnish a schedule and list of all required submittals to the ENGINEER, including required submittals by all Subcontractors.

B. Wherever called for in these Specifications or on the plans, or where required by the ENGINEER, the CONTRACTOR shall furnish to the ENGINEER for review, two (2) hard copies and one electronic (PDF) copy of each submittal.

The term "submittal" as used herein shall be understood to include detail design calculations, design drawings, shop drawings, fabrication and installation drawings, erection drawings, lists, graphs, operating instructions, catalog sheets, data sheets, samples, and similar items. Unless otherwise required, said submittals shall be submitted to the ENGINEER at a time sufficiently early to allow review of same by the ENGINEER and to accommodate the rate of Construction Progress required under the Contract without delaying the Contract Work and with due regard for the possibility of resubmittals. All submittals shall be in English.

C. All design or shop drawings or other submittals shall be accompanied by a transmittal form for each submittal. Any submittal not accompanied by such a form may be returned, at the ENGINEER'S discretion, for resubmittal.

D. Normally, a separate transmittal form shall be used for each specific item or class of material or equipment for which a submittal is required. Transmittal of a submittal of various items using a single transmittal form will be permitted only when the items taken together constitute a manufacturer's "package" or are so functionally related that expediency indicates a review of the group or package as a whole. A multiple-page submittal shall be collated into sets, and each set shall be stapled or bound, as appropriate, prior to transmittal to the ENGINEER.

E. Shop Drawings shall show in detail the size, sections, and dimensions of all the member(s); the arrangement and construction of all connections and joints; all holes, straps, and other fittings required for attaching work and other pertinent details. When required, engineering computations shall be submitted. The CONTRACTOR shall be responsible for delivering reviewed copies of shop Drawings to all others whose work is dependent thereon. The CONTRACTOR shall maintain at the site of the Project, at all times, a complete file of approved Shop Drawings and manufacturers' data for this Project.

F. Except as may otherwise be provided herein, the ENGINEER will return prints of each submittal to the CONTRACTOR, with its comments noted thereon, within twenty (20) calendar days following their receipt by the ENGINEER. It is considered reasonable that the CONTRACTOR shall make a complete and acceptable submittal to the ENGINEER by the second submission of a submittal 381 of 517
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item. The CITY reserves the right to withhold moneys due the CONTRACTOR to cover additional costs of the ENGINEER'S review beyond the second submittal. Submittal will be returned to the CONTRACTOR with one of four (4) markings:

1. If a submittal is returned to the Contractor marked "NO EXCEPTIONS," formal revision and resubmission of said submittal will not be required.

2. If a submittal is returned to the Contractor marked "EXCEPTIONS NOTED," formal revision and resubmission of said submittal will not be required, unless specifically requested.

3. If a submittal is returned to the Contractor marked "RETURNED FOR CORRECTION," the Contractor shall revise said submittal and shall resubmit the originally required number of copies of said revised submittal to the Engineer.

4. If a submittal is returned to the Contractor marked "NOT ACCEPTABLE," the Contractor shall revise said submittal and shall resubmit the originally required number of copies of said revised submittal to the Engineer.

G. All Work for which Shop Drawings are required shall be performed in accordance with the reviewed and approved copies. Fabrication of an item shall not commence before the ENGINEER has reviewed the pertinent submittal and returned the copies to the CONTRACTOR marked either "NO EXCEPTIONS TAKEN," or "MAKE CORRECTIONS NOTED“. Revisions indicated on submittals shall be considered as changes necessary to meet the requirements of the Contract Documents and shall not be taken as the basis for claims for extra work.

H. All CONTRACTOR submittals shall be carefully reviewed by an authorized representative of the CONTRACTOR prior to submission to the ENGINEER.

Each submittal shall be dated, signed, and certified by the CONTRACTOR as being correct and in strict conformance with the Contract Documents. No consideration for review by the ENGINEER of any CONTRACTOR’S submittal will be made for any items which have not been so certified by the CONTRACTOR. All noncertified submittals will be returned to the CONTRACTOR without action taken by the ENGINEER, and any delays caused thereby shall be the total responsibility of the CONTRACTOR.

I. Should the Shop Drawings or manufacturers data (for submittals required by the Standard Specifications or the specifications) show variations from the Contract requirements, the CONTRACTOR shall make specific mention of such variations in the letter of transmittal, in order that, if acceptable, suitable action may be taken for proper adjustment of the Contract; otherwise the 382 of 517
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CONTRACTOR will not be relieved of the responsibility for executing the work in accordance with the Contract Documents, and the approved submittals.

J. The ENGINEER’S review of CONTRACTOR’S submittal shall not relieve the CONTRACTOR of the entire responsibility for the correctness of details and dimensions and conformance to the Specifications. The CONTRACTOR shall assume all responsibility and risk for any misfits due to any errors in the submittal. Any fabrication or other work performed in advance of the receipt of accepted submittals shall be entirely at the CONTRACTOR’S risk and expense.

The CONTRACTOR shall be responsible for the dimensions and the design of adequate connections and details.

K. CONTRACTOR’S Coordination:

1. ENGINEER will return and will not review unrelated submittals.

2. The CONTRACTOR may be required to provide drawings, setting diagrams and similar information necessary for proper coordination of Contracted Work. Such data shall remain between the CONTRACTOR and CONTRACTOR’S Subcontractor and will not be reviewed by the ENGINEER unless specifically called for in the Contract Documents.

3. ENGINEER will not review any required Structural Shop Drawings, Structural Calculations, etc., not prepared or signed by a State of California licensed ENGINEER.

4. ENGINEER will return and will not review any submittal requiring coordination with other submittals until such other submittals or required information is received by the Consultant or ENGINEER.

L. CONTRACTOR’S Submittals: CONTRACTOR’S submittals required for performance of Contracted Work, shall include, but are not limited to, the following:

1. Schedule of Values for all Lump Sum items within the Proposal.

2. Construction Schedule and Notification to ENGINEER of completion of each milestone or percentage increment of the Work as required.

3. Submittal Schedule

4. Daily Construction Reports

5. Shop Drawings and Structural Calculations.

6. Manufacturer’s Data and Specifications.
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7. Samples

8. Templates

9. Certificate of Compliance

10. Construction Photographs

11. Substitutions

12. Record Drawings and Record Project Manual

13. Operation & Maintenance Manuals

14. Stock Materials, Spare parts, tools

15. Material Testing Results

16. Maintenance Logs and Maintenance Schedule.

M. CONTRACTOR shall conform to the provisions of the Contract Document and as may be specifically directed by the ENGINEER.

1. Preparation and processing of submittals shall be coordinated with Contracted Work operations, which include fabrication, purchasing and delivery of work items so as not to delay Contracted Work operations.

2. In each copy of the Submittal, mark every applicable material, product, equipment, manufacturer’s data, product information, color samples, rating or values, part and model numbers, etc. by red color circle. Each of the submittal items must be clearly distinguishable from other unrelated or similar items listed in the Manufacturer’s Catalog or Technical Specifications, Manuals, etc.

N. Coordination and Submittals:

1. Carefully review and coordinate all aspects of each item being submitted.

2. Carefully review contract drawings and technical sections, verify all work as laid out or indicated meeting the applicable codes and standards.

3. Ensure ample time for reviewing and processing of the submittals by the CITY or other authorized agencies, delays resulting from improper and untimely submittals shall be the responsibility of the CONTRACTOR. 384 of 517
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4. Verify that all such submittal items conform to the Project Manual requirements noted in the Technical Sections.

5. Verify all site conditions and provide all required dimensions and measurements in Shop Drawings.

6. Where necessary, review the CITY’S comments, make changes and resubmit to local governing agencies for approval. Furnish the ENGINEER copies of the approved plans or drawings for review.

O. CONTRACTOR shall affix to each submittal, the CONTRACTOR’S signature certifying that required coordination has been performed and include on an attached label for processing and recording action taken, noting the following:

1. Name of the Project

2. Date of the Submittal

3. Name and address of Consultant

4. Name and address of the CONTRACTOR

5. Name and address of the Subcontractor(s)

6. Name and address of the Supplier

7. Name and address of the Manufacturer

8. Reference to Specification Section Number and Title

9. Reference to Drawing Sheet Number and detail(s)

10. Submittal Number

11. Priority Number and expected return date.

END OF SECTION
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WATER POLLUTION CONTROL PROGRAM 01572-1
SECTION 01572 EROSION CONTROL PLAN
Contractor shall comply with all laws, codes, ordinances and requirements of governing agencies regarding the discharge of pollutants, air and water pollution control and any other requirements for this project. Within 5 days of the Notice to Proceed, Contractor shall submit two (2) hardcopies of the draft Erosion Control Plan to the City for review. Any corrections or changes shall be made to the Erosion Control Plan, approved by the Engineer and implemented prior to any construction work on this project. The plan shall be updated as necessary or required for compliance purposes.

Payment for work on this item shall be made as a percentage of work completed at each monthly payment. All work under this item shall be as shown on the approved drawing accepted by the City prior to any work on the project. The Contractor shall have all work installed and inspected by the City prior to any work on the project.

Full compensation for this item shall be in accordance with all state and federal NPDES rules, regulations, requirements and laws and shall constitute all work for providing, installing, maintaining and removing all work as required for all excavations, earthwork, grading, grinding, paving, concrete, runoff containment, and any other work performed within the project boundaries.

END OF SECTION
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CONSTRUCTION INFORMATION SIGNS 01581-1
SECTION 01581 CONSTRUCTION INFORMATION SIGNS

1.1 THE REQUIREMENT
The City shall provide the Contractor with all required construction information signs for the project. The signs shall be installed at the locations noted in the plans, if included, or as otherwise directed by the Engineer. If the project consists of numerous sites, the construction information signs shall be relocated to each site as work progresses. The construction signs shall be installed the same day work commences on any construction site. If the sign is not installed prior to construction work beginning at a subsequent site, the City will install the information signs at the Contractor’s expense.

The installation of each sign shall be the responsibility of the contractor to include mounting posts, hardware and any related incidentals to ensure the sign is placed in a safe and secure manner. For any sign required for multiple site projects, where the sign is frequently relocated and not anticipated to be installed in the ground on posts, the Contractor shall provide a Type III barricade for mounting. The contractor shall obtain approval from the Engineer following installation of the construction information sign. If the signs are installed in the ground with posts, proper vertical clearance shall be provided. The minimum vertical clearance shall be six feet within a parkway area and seven feet within the sidewalk.

The construction information sign shall remain visible at all times. The contractor shall replace stolen signs at their expense and maintain the signs, ensuring all graffiti, soil, paint, etc. is removed from the sign immediately. Upon completion of the project, each sign shall be removed and returned to the City. If the sign is not returned to the City at the completion of the project in the original condition, the cost of the sign shall be withheld from the final progress payment.

The Contractor shall notify Underground Service Alert (Dig alert) at least 2 working days, but not more than 14 calendar days, prior to performing any excavation.

Full compensation for furnishing all labor, equipment, materials, and tools required to perform the tasks noted above, and as ordered by the Engineer, shall be considered as being included in the various Contract items of work and no separate or additional compensation will be allowed therefore.

END OF SECTION
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MOBILIZATION 01721-1

SECTION 01721 MOBILIZATION

1.1 THE REQUIREMENT
A. General
Whether Mobilization is included as a Contract Bid Item in the Bid Proposal Form or specified as part of the lump sum in the Contract Documents, the cost of labor, equipment, materials and incidentals for doing all the work in mobilization (in advance of construction operations and not directly attributable to any specific bid item) shall be included in the Contract Price Breakdown and progress payment estimate. If there is no mobilization bid item the CONTRACTOR shall submit to the INSPECTOR for approval the Contract Price Breakdown with the amount established for mobilization.

Mobilization shall include, but not be limited to, the following items, all as required for the proper performance and completion of the Work:

1. Obtaining all permits, licenses, insurance, and bonds. Providing copies to the ENGINEER.

2. Moving onto the Jobsite all of CONTRACTOR’S plant and equipment as required.

3. Erecting temporary buildings and other construction facilities.

4. Installing temporary construction power and wiring.

5. Establishing fire protection system for its temporary facilities.

6. Developing construction water supply.

7. Providing field office trailers for the CONTRACTOR, complete with all specified equipment, furnishings, utility services and required approvals from the CITY.

8. Providing sanitary facilities or connecting to onsite sanitary facilities as specified.

9. Providing for potable water facilities as specified. This includes a means by which all on site CONTRACTOR, Subcontractor or supplier personnel can wash their hands with soap.

10. Arranging for, and erection of, CONTRACTOR’S work and storage yards and sheds.
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11. Submitting all required Subcontractor insurance certificates and bonds.

12. Posting all CAL/OSHA required notices and establishment of safety programs.

13. Furnishing of Construction Schedule, Contract Price Breakdown and Submittal Schedules.

14. Erecting all temporary fencing, including removal and disposal of existing temporary fencing.

END OF SECTION
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SURVEYING 01722-1
SECTION 01722 SURVEYING
PART 1 - GENERAL
A. General

1. The CONTRACTOR shall be responsible for all surveys required to layout the Work and for the accuracy of all survey work for construction.

The CONTRACTOR shall include the cost of all such survey work in their Bid. The CONTRACTOR shall have all construction surveying performed by a `Licensed Land Surveyor' or a `Civil Engineer’ registered by the State of California to perform such work. The ENGINEER reserves the right to verify all survey work done by the CONTRACTOR.

2. The CONTRACTOR shall preserve the initial survey control points for the duration of their usefulness. Monumentation that is subject to disturbance or destruction shall be located and referenced prior to construction and relocated and referenced if necessary after construction, in accordance with the following requirements.

B. Construction Surveys

1. The CONTRACTOR shall provide all reference stakes and form checks necessary for construction and inspection of improvements. All construction staking shall be documented in cut sheets and provided to the ENGINEER. This staking may include but is not limited to: removals, joins, rough grade, slope, utilities, storm drains, sewers, curbs, walks, paving, wall and building stakes; and any other staking necessary for construction and inspection.

C. Reference Or Grade Stakes

1. A reference or grade stake shall be set for each grade change or angle point shown on the plan, standard plan, and shop drawing, in addition to the normal staking interval.

D. Form Checks

1. Forms shall be checked when durable points may be disturbed, removed, or are impractical to be used to verify the design location. The measured location shall be recorded in the survey field notes. All variations from the plan location shall be brought to the attention of the ENGINEER.

E. Staking Intervals And Offset Stake Lines
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1. All staking intervals shall be in accordance as directed by the Engineer.

Stake lines shall be set at an offset distance from the improvement to ensure proper grade, station, and alignment.

F. Utility Stakes

1. The CONTRACTOR shall provide stakes for all utilities, public or private, that require location or relocation, unless otherwise stated.

G. Additional Survey Work

1. The CONTRACTOR may be required to furnish additional survey work, such as profiles, restakes, Change Orders, etc., at the request of the ENGINEER or the INSPECTOR.

H. Accuracy

1. The CONTRACTOR shall use appropriate surveying methods to obtain the following standards: For fixed works (i.e. cast-in-place concrete; asphalt pavement, pipes and drains; and other items determined by the ENGINEER) the following survey standards shall be used. The absolute horizontal accuracy, in relationship to the Engineer’s control, shall be such that the semimajor axis of its 95% error ellipse is ±0.015 foot or less. The absolute vertical accuracy, in relationship to the Engineer’s control, shall be such that its standard deviation is ±0.015 foot or less. The relative horizontal accuracy of survey points within the Project shall be such that the semimajor axis of its 95% error ellipse is ±0.015 foot or less. The relative vertical accuracy of survey points within the Project shall be such that its standard deviation is ±0.015 foot or less.

2. For excavation purposes, the following survey standards shall be used.

The absolute horizontal accuracy, in relationship to the Engineer’s control, shall be such that the semimajor axis of its 95% error ellipse is ±0.1 foot or less. The absolute vertical accuracy, in relationship to the Engineer’s control, shall be such that its standard deviation is ±0.1 foot or less. The relative horizontal accuracy of survey points within the Project shall be such that semimajor axis of the 95% error ellipse is ±0.1 foot or less. The relative vertical accuracy of survey points within the Project shall be such that its standard deviation is ±0.1 foot or less.

I. Survey/Inspector

1. The CONTRACTOR shall provide to the INSPECTOR those
measurements and control points necessary to determine the location and conformance to the plan, line, and grade of the improvements necessary for inspection purposes.
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J. Survey Notes

1. The CONTRACTOR shall supply and keep notes on CITY standard format note sheets. The ENGINEER may request copies of, and otherwise review, survey notes at any time during the construction phase of the Project. Upon completion of the Project, the original survey notes shall become the property of the CITY and shall be delivered to the

ENGINEER
PART 2 – MONUMENT PRESERVATION GUIDELINES
A. New & Reconstruction Projects

1. Prior to Construction
a. The public survey records are to be researched for the location of all possible survey monuments within the scope of the project and copies shall be furnished to the survey crew.
b. The survey crew shall diligently search for all survey monuments of record above or below the surface, within the road right-of-way. It is suggested that this search would include the use of a metal detector. When the detector indicates the possibility of a buried survey monument, then digging below the surface to uncover the monument is required.
c. The survey crew shall properly reference all found survey monuments, which may be disturbed or covered during construction, to stable surface points. d. The authorized surveyor shall properly complete a Corner Record or Record of Survey for the monuments noted in item c, above. Prior to the start of any construction work, the original or a print of the Corner Record or Record of Survey shall be submitted to the County Surveyor for review, signature and filing. A copy shall also be provided to the City prior to the start of construction to provide documentation that the requirement is met.

2. After Construction and Prior to Notice of Completion a. All covered and disturbed monuments shall be reset with the same or more durable type of monument as the original, in the surface of the construction.

Key monuments shall be a minimum 1” inside diameter iron pipe of appropriate length.
b. A monument box or other protective structure is recommended to be placed around key monuments (section corners, quarter section corners). c. The authorized surveyor shall properly completes a Corner Record or Record of Survey for all set monuments with a change in character, including tag number, and submit it to the County Surveyor for review, signature and filing.

A copy shall also be provided to the City prior to the Notice of Completion to provide documentation that the requirement is met.
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B. Overlay Projects

1. Prior To Construction
a. The public survey records are to be researched for the location of all possible survey monuments within the scope of the project and copies shall be furnished to the survey crew.
b. The survey crew shall diligently search for all survey monuments of record and on the surface of the road. It is suggested the search would include the use of a metal detector. When the detector indicates the possibility of a buried survey monument, then digging below the surface to uncover the monument within 2” of the road surface is recommended.
c. The survey crew shall properly reference found survey monuments, which may be disturbed or covered during construction, to stable surface points. d. The authorized surveyor shall properly complete a Corner Record or Record of Survey for the monuments noted in item 3, above. Prior to the start of any construction work, the original or a print of the Corner Record or Record of Survey shall be submitted to the County Surveyor for review, signature and filing. A copy shall also be provided to the City prior to the start of construction to provide documentation that the requirement is met.

2. After Construction and Prior to Notice of Completion a. All covered or disturbed monuments and surface monuments are reset in the new road surface, or a new monument is set in the new road surface above the buried one.
b. All existing monument boxes will be adjusted to grade or replaced, as appropriate.
c. A monument box or other protective structure should be placed around key monuments (section corners, quarter section corners).
d. The authorized surveyor shall properly complete a Corner Record or Record of Survey for all set monuments and existing monuments with a change in character, including tag number and submits it to the County Surveyor for review, signature and filing. A copy shall also be provided to the City prior to the Notice of Completion to provide documentation that the requirement is met.

C. Slurry Seal Projects

1. Prior To Construction
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a. The public survey records are to be researched for the location of all possible survey monuments within the scope of the project and copies furnished to for the survey crew.
b. All monument boxes shall be located and steps taken to ensure that the survey monuments inside are readily accessible upon completion of the project. c. The survey crew shall diligently searches for survey monuments on the surface of the roadway, and identify said monuments recovered in the field to ensure that they will be protected. The survey crew shall inventory the monuments recovered in the field in a manner that allows for their recovery and inspection after construction.

2. After Construction and Prior to Notice of Completion a. All monument boxes shall be inspected, and appropriate action taken when needed, to ensure that the survey monuments inside are readily accessible. b. The survey crew shall review the inventory of found monuments by field inspection to ensure that all survey monuments are clean and exposed. Those monuments covered after construction is completed shall be uncovered.

D. Monument Tie Preservation

1. Prior To Construction
a. All existing survey monument ties within the scope of the project shall be researched and identified prior to construction. Surveyor may obtain existing tie sheets from the City as available.
b. If it is determined that all ties for a survey monument may be disturbed during construction, the Surveyor shall relocate the monument ties prior to construction, within improvements that will not be disturbed, and file the revised tie sheet with the City. A minimum of three tie points should reference each centerline monument, whenever possible

2. After Construction and Prior to Notice of Completion a. If it is determined that the result of construction will not disturb all survey monument ties for a specific monument, the Surveyor shall replace all monument ties disturbed during construction per the following guidelines:

i. Monument ties shall be placed during the finishing process of the concrete improvements.
ii. Monument ties shall be set below the elevation of the adjacent top of curb to provide protection from any future cleaning, maintenance or work around the tie.
iii. A minimum of three tie points should reference each centerline monument, whenever possible.
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b. Once the construction is complete, the Surveyor shall prepare a revised tie sheet, and file with the City for all monument ties disturbed during the construction.

END OF SECTION
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POTHOLING 01732-1
SECTION 01732 POTHOLING

1.1 THE REQUIREMENT
A. The CONTRACTOR shall conduct exploratory excavations by potholing to verify or to discover the actual locations and the size of existing underground utilities and improvements. The CONTRACTOR shall take care not to damage existing facilities during potholing operations. Any utility or existing facility (including those located by Underground Service Alert - USA) within 3 feet of any trench or excavation shall be potholed prior to starting the contract work in the vicinity.

Potholing shall be done in each given area where excavation work is to occur at least fourteen (14) calendar days in advance of any excavation or construction in that area, to avoid possible delay in the progress of the Work.

B. Potholing shall consist of excavations at the locations of utilities or other underground facilities indicated on the Drawings, located by USA, or as directed by the ENGINEER. All costs of potholing operations for the utilities indicated on the Drawings shall be included in the CONTRACTOR’S Bid.

C. If an allowance for “Additional Potholing” has been established and included in the SCHEDULE OF WORK AND PRICES, this allowance shall only be used to reimburse the CONTRACTOR for potholing utilities not shown or otherwise referenced on the drawings, or as directed by the ENGINEER. If the total cost of the Work directed under the Additional Potholing allowance differ from the amount set forth in the SCHEDULE OF WORK AND PRICES, the Contract Price shall be adjusted by a Change Order. The adjustment shall be the difference between the total actual costs and the amount included in the Bid, as an additional amount due to the CONTRACTOR or a credit to the CITY, as appropriate.

D. In addition to the potholes indicated on the Drawings, or directed by the ENGINEER, the CONTRACTOR may opt to do further potholing deemed necessary at no additional cost to the CITY.

E. Potholing operations shall conform to all applicable requirements as to sidewall slopes, sheeting and shoring, and all other excavation and trenching provisions specified herein.

F. Potholes shall be identified and protected in accordance with the Engineer’s instructions, the California Manual on Uniform Traffic Control Devices (MUTCD) and Work Area Traffic Control Handbook (WATCH) Standards.

G. The CONTRACTOR’S proposed method of potholing and schedule for potholing shall be submitted to the ENGINEER for approval, at least thirty (30) days prior to the commencement of operation. Any utilities damaged during potholing shall 399 of 517
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be immediately reported to the ENGINEER and INSPECTOR and repairs made immediately in accordance with the specifications.

H. A complete log of all potholes shall be kept by the CONTRACTOR, showing specific locations and dimensions of trenches. The log shall be verified by the INSPECTOR prior to the backfilling of the potholes. The verified log will be submitted to the ENGINEER and the INSPECTOR within two (2) working days after completion of potholing in each area. Payment for potholing utilities not shown or otherwise referenced on the drawings, or as directed by the ENGINEER will not be made unless these potholes are listed on the verified log.

I. The CONTRACTOR shall record the coordinates, elevations and dimensions of all utilities and improvements verified or discovered by potholing. The records shall be submitted to the ENGINEER within two (2) working days after the completion of potholing in each area. The records shall also include dates of the potholing operations and any additional discovered information or pertinent data.

J. Upon completion of potholing in each area, and after verification of the logs by the INSPECTOR, potholes shall be immediately backfilled and compacted in accordance with the specifications, or restored as directed by the ENGINEER.

END OF SECTION
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DEMOBILIZATION 01740-1
SECTION 01740 DEMOBILIZATION

1.1 THE REQUIREMENT
A. General
Whether Demobilization is included as a Contract Bid Item in the Bid Proposal Form or specified as part of the lump sum in the Contract Documents, the cost of labor, equipment, materials and incidentals for doing all the work in demobilization (upon completion of all contract work and not directly attributable to any specific bid item) shall be included in the Contract Price Breakdown and progress payment estimate. If there is no demobilization bid item the CONTRACTOR shall submit to the INSPECTOR for approval the Contract Price Breakdown with the amount established for demobilization.

Demobilization shall include, but not be limited to, the following items, all as required for the proper performance and completion of the Work:

1. Moving off of the Jobsite all of CONTRACTOR’S plant and equipment as required.

2. Dismantling and removing all temporary buildings and other construction facilities.

3. Dismantling and removing all temporary construction power and wiring.

4. Removing all sanitary facilities from the work site.

5. Remove all waste, debris, and rubbish caused by construction operations within the work area, adjacent properties and public roads.

6. Materials and equipment shall be removed from the site as soon as they are no longer necessary. Before the final inspection, the site shall be cleared of equipment, unused materials and rubbish so as to present a satisfactory clean and neat appearance. All cleanup costs shall be included in the CONTRACTOR’S Bid.

7. Dismantling and removal of all temporary fencing.

8. Provide City with all required As-Built drawings.

9. All required Corner Records have been filed with the County and all copies provided to the City per Section 01722 Surveying.

10. All items noted within the final inspection (“Punchlist”) have been completed to the satisfaction of the City.
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11. All project photographs as required within Section 01322 Construction Progress Photography have been provided.

12. Notice of Completion (NOC) will not be filed until all work is complete per this Section 01740.

END OF SECTION
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TECHNICAL SPECIFICATIONS
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PROTECTING EXISTING UNDERGROUND UTILITIES 02222-1

SECTION 02222 PROTECTING EXISTING UNDERGROUND UTILITIES PART 1 - GENERAL
A. Description
This section includes materials and procedures for protecting existing underground utilities.

B. Related Work Specified Elsewhere

1. General Conditions
PART 2 - MATERIALS
A. Replacement in Kind
Except as indicated below or as specifically authorized by the Owner's Representative, reconstruct utilities with new material of the same size, type, and quality as that removed.

B. Vitrified Clay Sewer Pipe and Couplings
For sewer pipe 8 inches in diameter or under, replacement shall consist of plain-end pipe conforming to ASTM C 700. Compression couplings shall conform to ASTM C 594, band seal couplings or equal. Use at least two lengths of pipe in crossing the trench section as shown on the details in the
drawings.

PART 3 - EXECUTION
A. General

1. Replace in kind street improvements, such as curbs and gutters, barricades, traffic islands, signalization, fences, signs, etc., that are cut, removed, damaged, or otherwise disturbed by the construction.

2. Where utilities are parallel to or cross the construction but do not conflict with the permanent work to be constructed, follow the procedures given below and as indicated in the drawings. Notify the utility owner 48 hours in advance of the crossing construction and coordinate the construction schedule with the utility owner's requirements. For utility crossings not shown in the drawings, refer to the General Conditions and the instructions of the Owner's Representative for guidance. 405 of 517
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PROTECTING EXISTING UNDERGROUND UTILITIES 02222-2

3. Determine the true location and depth of utilities and service connections which may be affected by or affect the work. Determine the type, material, and condition of these utilities. In order to provide sufficient lead time to resolve unforeseen conflicts, order materials and take appropriate measures to ensure that there is no delay in work.

4. Expose utilities 1,300 feet in advance of the pipeline construction.

B. Procedures

1. Protect in Place: Protect utilities in place, unless abandoned, and maintain the utility in service, unless otherwise specified in the drawings or in the specifications.

2. Cut and Plug Ends: Cut abandoned utility lines and plug the ends. Plug storm drains and sewers with an 8-inch wall of brick and mortar. Cap waterlines with a cast-iron cap or install a 3-foot-long concrete plug. Dispose of the cut pipe as unsuitable material.

3. Remove and Reconstruct: Where so indicated in the drawings or as required by the Owner's Representative, remove the utility and, after passage, reconstruct it with new materials. Provide temporary service for the disconnected utility.

C. Compaction

1. Utilities Protected in Place: Backfill and compact under and around the utility so that no voids are left.

2. Utilities Reconstructed: Prior to replacement of the utility, backfill the trench and compact to an elevation 1 foot above the top of the ends of the utility. Excavate a cross trench of the proper width for the utility and lay, backfill, and compact.

3. Alternative Construction --Sand Slurry: Sand slurry consisting of one sack (94 pounds) of portland cement per cubic yard of sand and sufficient moisture for workability may be substituted for other backfill materials to aid in reducing compaction difficulties. Submit specific methods and procedures for the review of the Owner's Representative prior to construction.

4. The protection of the utility during construction.

D. Thrust Blocks on Waterlines
Note that restrained joints is the required method of controlling thrust restraint on this project except where shown on the plans or as approved otherwise by the City of Redlands.

1. The Contractor's attention is called to thrust blocks delineated in the drawings for waterlines throughout the project whose thrust is in the direction of the new excavation and, therefore, may be affected by the construction. These waterlines are 406 of 517
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PROTECTING EXISTING UNDERGROUND UTILITIES 02222-3

owned and operated by the Owner. Protect thrust blocks in place or shore to resist the thrust by a means approved by the Owner and reconstruct. If the thrust blocks are exposed or rendered to be ineffective in the opinion of the Owner's Representative, reconstruct them to bear against firm unexcavated or backfill material.

2. Provide firm support by backfilling that portion of the trench for a distance of 2 feet on each side of the thrust block to be reconstructed from the pipe bedding to the pavement subgrade, with either:
a. Sand-cement slurry (94 pounds of cement per cubic yard). b.

The native material compacted to a relative compaction of 95%.

3. Then excavate the backfill material for construction of the thrust block.

4. Test compaction of the backfill material before pouring any concrete thrust block.

Use Class 560-C-3250 concrete for reconstruction.

E. Adjacent Parallel Utilities

1. The Contractor's attention is called to utilities throughout the project that are parallel to the proposed utility.

2. The position of these utilities is just outside the new construction. Protect these utilities from any disturbances and repair the lines and associated vaults and appurtenances if they are damaged in any way. All costs incurred for protection of these lines or any costs incurred due to the presence of the lines, whether or not they lie within the new construction, shall be borne in full by the Contractor.

END OF SECTION
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APPENDIX

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APPENDIX A

CHECKLIST OF LABOR LAW REQUIREMENTS

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CHECKLIST OF LABOR LAW REQUIREMENTS

TO REVIEW AT JOB CONFERENCE MEETINGS

Name (print) Date

Company Project

The Federal and State labor law requirements applicable to the contract are composed of, but not limited to, the following:

1. Payment of Prevailing Wage Rates
The contractor to whom the contract is awarded and its subcontractors hired for the public works project ar
e required to pay not less than the specified general prevailing wage rates to all workers employed in the execution of the contract. The contractor is responsible for ascertaining and complying with all current general prevailing wage rates for crafts and any rate changes that occur during the life of the contract.

Information on all prevailing wage rates and all rate changes are to be posted at the job site for all workers to view.

2. Apprentices
It is the duty of the contractor and subcontractors to employ registered apprentices on the public works pr
oject under Labor Code Section 1777.5.

3. Penalties
There are penalties required for contractor's/subcontractor's failure to pay prevailing wages and for failure to
employ apprentices, including forfeitures and debarment under Labor Code Sections 1775; 1776; 1777.1; 1777.7 and 1813.

4. Certified Payroll Reports
Under Labor Code Section 1776, contractors and subcontractors are required to keep accurate payroll re
cords showing the name, address, social security number and work classification of each employee and owner performing work; also the straight time and overtime hours worked each day and each week, the fringe benefits, and, the actual per diem wage paid to each owner, journey person, apprentice worker or other employee hired in connection with the public works project. Employee payroll records shall be certified and shall be made available for inspection at all reasonable hours at the principal office of the contractor/subcontractor, or shall be furnished to any employee, or his/her authorized representative on request, pursuant to Labor Code Section 1776. Each contractor and subcontractor shall submit its weekly certified payroll reports to the LCR from the agency no less than weekly or within ten days of request. In the event that there has been no work performed during a given week, the certified payroll report shall be annotated: "No work" for that week. Under Labor Code Section 1776(h) there are penalties required for contractor's/ subcontractor's failure to maintain and submit copies of certified payroll records on request. **For projects bidding after April 1, all contractors will need to upload their certified payroll to the Department of Labor Standards Enforcement website. Effective Jan. 1, 2016, ALL projects will require contractors to upload all certified payroll. This requirement is in addition to the request for payrolls by the City of Redlands;

5. Nondiscrimination in Employment
There exist prohibitions against employment discrimination under Labor Code Sections 1735 and 1777.6, th
e Government Code, the Public Contracts Code, and Title VII of the Civil Rights Act of 1964.

6. Kickbacks Prohibited
Contractors and subcontractors are prohibited from recapturing wages illegally or extracting "kickbacks" fr
om employee wages under Labor Code Section 1778.

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7. Acceptance of Fees Prohibited
There exists a prohibition against contractor/subcontractor acceptance of fees for registering any person for pu
blic work under Labor Code Section 1779; or for filling work orders on public works contracts pursuant to Labor Code Section 1780.

8. Listing of Subcontractors
All prime contractors are required to list properly all subcontractors hired to perform work on the public wo
rks projects covering more than one-half of one percent, pursuant to Government Code 4100 et seq.

9. Properly Licensed and Registered
Contractors are required to be licensed properly and to require that all subcontractors be properly licensed.

Pe
nalties are required for employing workers while unlicensed under Labor Code Section 1021 and under the California Contractor License Law found at Business and Professions Code Section 7000 et seq.

Contractors and subcontractors are also required to be registered with the Division of Labor Standards Enforcement to work on public works projects in California. Requirements for registration and penalties for not being registered are found in Labor Code 1773.3.

10. Unfair Competition Prohibited
Contractors and subcontractors are prohibited from engaging in unfair competition as specified under Bu
siness and Professions Code Sections 17200 to 17208.

11. Workers Compensation Insurance
Labor Code 1861 requires contractors and subcontractors be insured properly for workers compensation.

12. OSHA
Contractors and subcontractors are required to abide by the Occupational, Safety and Health laws and re
gulations that apply to the particular construction project.

13. Undocumented Workers
Contractors and subcontractors are prohibited by the Federal government against hiring undocumented wo
rkers, and must secure proof of eligibility/citizenship from all workers.

14. Itemized Wage Statements
Contractors and subcontractors must provide itemized wage statements to employees per Labor Code 226.

In accordance with Federal and State laws and with the awarding agency contract documents, t he undersigned prime contractor wishes to assure the City of Redlands that it intends to comply with the above-referenced labor law requirements, fully understanding that failure to comply with the above requirements may subject it to penalties as provided above.

Co
ntractor City of Redlands

Na
me Printed Name Printed

Signature Si gnature

Title Tit le

Da
te Date
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IMPORTANT NOTICE

New Requirements for Contractors Working on California
Pu
blic Works / Prevailing Wage Projects

Si
gnificant changes in prevailing wage law have recently been made that affect all contractors working on Public Works Projects within California. Please note the following important information:

CONTRACTOR REGISTRATION REQUIREMENT

By April 1, 2015, all contractors must be registered with the Division of Labor Standards Enforcement (DLSE) to work on public works projects in California.

WHO must register?
All contractors and subcontractors working on public works projects in California must be registered. This includes prime contractors, subcontractors and sole owner/operators- everyone performing labor on a public works project.

WHEN is registration required?
Contractors must be registered with the DLSE to bid on all public works projects that bid after March 1, 2015.

All contractors working on public works projects must be registered by April 1, 2015. Registration is valid until June 30 of each year and may be renewed annually. Registrations are currently being accepted.

WHERE do I register?
Registration is done online at:
https://efiling.dir.ca.gov/PWCR/ActionServlet?action=displayPWCRegistrationForm

HOW MUCH is the fee?
Contractor registration fee is currently set at $300 but may increase each year. This fee shall be paid during the initial registration and each annual renewal.

DO I qualify for registration?
Contractors will need to meet minimum qualification standards to be registered. These include:
• Be properly licensed with the Contractors State License Board for your trade.
• Provide evidence of workers compensation insurance (if applicable). • Be in good standing (Have no outstanding liabilities f or wages, damages, penalties due to an employee or the State, may not be under State or Federal debarment). 415 of 517
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WHAT happens if I don’t register?
Unregistered contractors working on or bidding for public works projects will be subject to an immediate $2,000 fine and the $300 registration fee to continue working on the project. Unregistered contractors may be removed from the project by the Awarding Agency. Contractors found working on public works projects without being registered also risk not being approved for registration by DLSE.

ELECTRONIC CERTIFIED PAYROLL REPORTING REQUIREMENTS

Prevailing wage law has been changed to require contractors to submit certified payrolls electronically to the DLSE.

WHO is required to submit certified payrolls?
All contractors, subcontractors and sole owner/operators will be required to submit certified payrolls electronically to the DLSE.

WHEN do I need to submit certified payrolls electronically? If your project is awarded after April 1, 2015, electronic payroll submission is required immediately.

Otherwise, electronic payroll submission will be required for all projects awarded on or after January 1, 2016.

WHERE do I submit my certified payrolls?
For now, certified payrolls can be submitted by contractors to the DLSE at:
https://apps.dir.ca.gov/ecpr/DAS/AltLogin This website address will change when the DLSE implements their online electronic database system which still has not been developed. Alliant will notify contractors when this system is available.

DO I still need to submit hard copy certified payrolls? The City of Redlands will still require hard copy submission of certified payroll reports per your contract. The requirement to submit certified payrolls electronically to the DLSE does not replace the requirement for contractors to submit payrolls to the City of Redlands.

Contact the City of Redlands regarding any questions you may have regarding the new requirements for contractor registration or online submission of certified payroll: (909) 798-7698.

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PUBLIC WORKS CONTRACT AWARD INFORMATION (DAS-140)
This is not a request for dispatch of apprentices.

Contract award information must be sent to your Apprenticeship Committee if you are approved to train. If you are not approved to train, you must send the information (which may be this form) to ALL applicable Apprenticeship Committees in your craft or trade in the area of the site of the public work.

Go to: http://www.dir.ca.gov/das/PublicWorksForms.htm for information about programs in your area and trade. The information shall be provided to the applicable apprenticeship committee within ten (10) days of the date of the execution of the prime contract or subcontract, but in no event later than the first day in which the contractor has workers employed upon the public work.

Do not send this form to the Division of Apprenticeship Standards.

NAME OF YOUR COMPANY CONTRACTORS STATE LICENSE NO.

MAILING ADDRESS-NUMBER & STREET, CITY, ZIP CODE AREA CODE & TELEPHONE NO.

NAME AND ADDRESS OF PUBLIC WORKS PROJECT DATE YOUR CONTRACT WAS EXECUTED

DATE OF EXPECTED/ACTUAL START OF PROJECT

NAME & ADDRESS OF PUBLIC AGENCY AWARDING CONTRACT ESTIMATED NUMBER OF JOURNEYMAN HOURS

OCCUPATION OF APPRENTICE

THIS FORM IS BEING SENT TO: (NAME AND ADDRESS OF APPRENTICESHIP PROGRAM(S) ESTIMATED NUMBER OF APPRENTICE HOURS

APPROXIMATE/ACTUAL DATES TO BE EMPLOYED

This is not a request for dispatch of apprentices.
*Contractors must make a separate request for actual dispatch, in accordance with Section 230.1(a) California Code of Regulations* Check One of the Boxes Below

1. We are already approved to train apprentices by the
Apprenticeship Committee. We will employ and train under their standards. (Enter name of Committee)

2. We will comply with the standards of
Apprenticeship Committee for the duration of this job only. (Enter name of Committee)

3. We will employ and train apprentices in accordance with the California Apprenticeship Council regulations, including § 230.1 (c) which requires that apprentices employed on public projects can only be assigned to perform work of the craft or trade to which the apprentice is registered and that the apprentices must at all times work with or under the direct supervision of journeyman/men.

Signature Date

Typed Name

Title

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DAS-140 FORM - PUBLIC WORKS CONTRACT AWARD INFORMATION

(Title 8, California Code of Regulations, Section 230)
(C
alifornia Labor Code, Section 1777.5 (e))

SUBMIT CONTRACT AWARD INFORMATION

Pri
or to commencing work on a contract for Public Works every Contractor shall provide contract award information to the apprenticeship committee for each applicable apprenticeable craft or trade in the area of the site of the public works project that has approved the contractor to train apprentices. Contractors who are not already approved to train by an apprenticeship program sponsor shall provide contract award information to all of the applicable apprenticeship committees whose geographic area of operation includes the area of the public works project. This contract award information shall be in writing on a DAS Form 140, Public Works Contract Award Information or a letter which includes the following information:

(1) Contractor's name, address, telephone number and state license number; (2) The full name and address of the public work awarding agency; (3) The exact location of the public work site;
(4) Date of the contract award;
(5) Expected start date of the work;
(6) Estimated journeyman hours;
(7) Occupation of Apprentice;
(8) Approximate number of apprentices to be employed; and (9) Approximate dates apprentices will be employed.

This information shall be provided to the applicable apprenticeship committee within ten (10) days of the date of the execution of the prime contract or subcontract, but in no event later than the first day in which the contractor has workers employed upon the public work.

Failure to provide contract award information, which is known by the awarded contractor, shall be deemed to be a continuing violation for the duration of the contract, ending when a Notice of Completion is filed by the Awarding Body, for the purpose of determining the accrual of penalties under Labor Code Section 1777.7.

TH
E TOP SECTION OF THE FORM COMPLETELY FILLED OUT will provide the information required pursuant to California Labor Code Section 1777.5 and California Code of Regulations Section 230.1.

LO
WER SECTION OF THE FORM Check an appropriate box (#1, 2 or 3) for your status.

In
addition to the “ORIGINAL(S)” mailed to all applicable Apprenticeship Committees, a copy of this information shall also be submitted to the City of Redlands.

NO
TE: The filing of a DAS 140 is not a request for the dispatch of registered apprentices 418 of 517
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CONTRACTOR FRINGE BENEFIT STATEMENT

Project Name: Project Location: Today’s Date:

Contractor / Subcontractor Name: Business Address:

In order that the proper Fringe Benefit rates can be verified when checking payrolls on the above contract, the hourly rates for fringe benefits, subsistence and/or travel allowance payment made for employees by the employer on the various classes of work are tabulated below. Please Include Apprentice Rates.

Classification: Effective Date:

Subsistence or Travel Pay:
$________________________

EMPLOYER PAID FRINGE BENEFITS

Health & Welfare

$_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address:

__________________________________________________

__________________________________________________
Pension

$_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address:

__________________________________________________

__________________________________________________
Vacation/Holiday

$_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address:

__________________________________________________

__________________________________________________
Training

$_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address:

__________________________________________________

__________________________________________________
Other

$_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address:

__________________________________________________

Classification: Effective Date:

Subsistence or Travel Pay:
$________________________

EMPLOYER PAID FRINGE BENEFITS

Health & Welfare

$_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address:

__________________________________________________

__________________________________________________
Pension

$_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address:

__________________________________________________

__________________________________________________
Vacation/Holiday

$_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address:

__________________________________________________

__________________________________________________
Training

$_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address:

__________________________________________________

__________________________________________________
Other

$_______________ hr
Paid To:

Name of Plan/Fund/Program:

Address:

__________________________________________________

__________________________________________________
Supplemental statements must be submitted during the progress of the work should there be an increase or change in rates. Use additional sheets as necessary. (Attach a copy of your most recent premium transmittal (including copy of check submitted) into each of the above plans/funds/programs or a letter from the above plans/funds/programs reflecting current payment status).

I certify under penalty of perjury that fringe benefits are paid to the approved plans, funds or programs as listed above.

Print Name and Title Signature and Date (Wet Signature Required)

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S = STRAIGHT TIME *OTHER – Any other deductions, contributions and/or payments wh ether or not included or required by prevailing CER TIFICATION MUST be completed Form A-1-131 (New 2-80) O = OVERTIME wage determinations must be separately listed. Use ex tra sheet(s) if necessary (See reverse side)

SDI = STATE DISABILITY INSURANCE
California
Department of
Industrial Relations
Page ______ of ______

NAME OF CONTRACTOR: CONTRACTOR'S LICENSE NO.: ADDRESS:

OR SUBCONTRACTOR: SPECIALITY LICENSE NO.:

PAYROLL NO.:

FOR WEEK ENDING:

SEL
F-INSURED CERTIFICATE NO.:

PROJECT OR CONTRACT NO.:

(4)

DAY

(5)

(6)

WORKERS' COMPENSATION POLICY NO.:

PROJECT AND LOCATION:

(2)

(9)

DATE

(1)

NAME, ADDRESS AND

SOCIAL SECURITY NUMBER

OF EMPLOYEE

NO. OF WITH-

HOLDING

EXEMPTIONS

(3)

WORK

CLASSIFICATION

HOU

RS WORKED EACH DAY

TOT
AL
HOURS

HOURLY
RATE
OF PAY

(7)

GROSS AMOUNT
EARNED

(8)

DEDUCTIONS, CONTRIBUTIONS AND PAYMENTS

NET WGS

PAID FOR
WEEK

CHE
CK
NO.

THIS
PRO
JECT

ALL
PRO
JECTS

FED.

TAX

F ICA
(SO
C. SEC.)

STATE
TAX

SDI

VAC/
HOLI
DAY

HEALTH
& WE
LF.

PEN
SION

TRA
ING.

FUN
D
ADMIN

DUE
S

TRAV/
SUB
S.

SAV
INGS

OTH
ER*

TOTAL
DED
UC-
TIONS

THIS
PRO
JECT

ALL
PRO
JECTS

FED.

TAX

F ICA
(SO
C. SEC.)

STATE
TAX

SDI

VAC/
HOLI
DAY

HEALTH
& WE
LF.

PEN
SION

TRA
ING.

FUN
D
ADMIN

DUE
S

TRAV/
SUB
S.

SAV
INGS

OTH
ER*

TOTAL
DED
UC-
TIONS

THIS
PRO
JECT

ALL
PRO
JECTS

FED.

TAX

F ICA
(SO
C. SEC.)

STATE
TAX

SDI

VAC/
HOLI
DAY

HEALTH
& WE
LF.

PEN
SION

TRA
ING.

FUN
D
ADMIN

DUE
S

TRAV/
SUB
S.

SAV
INGS

OTH
ER*

TOTAL
DED
UC-
TIONS

THIS
PRO
JECT

ALL
PRO
JECTS

FED.

TAX

F ICA
(SO
C. SEC.)

STATE
TAX

SDI

VAC/
HOLI
DAY

HEALTH
& WE
LF.

PEN
SION

TRA
ING.

FUN
D
ADMIN

DUE
S

TRAV/
SUB
S.

SAV
INGS

OTH
ER*

TOTAL
DED
UC-
TIONS

PUBLIC WORKS PAYROLL REPORTING FORM
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Statement of Compliance
Date:______________

I __________________, the undersigned, am the ________________________________ with the authority to act for and on (Print Name) (Position in Business) behalf of _______________________ certify under penalty of perjury that the records commencing on ______________ and en
ding on _______________ submitted herein and consisting of ____ pages are the originals, full and corrected documents, which depict the payroll record(s) of actual disbursements by way of cash, check, or whatever form to the individual or individuals names,

(1) That this employer has complied with the requirements of the California Labor Code Sections. 1771, 1811, and 1815 for all performed on this public works project, and that the classifications set forth therein for each trade rate conform with the work Performed.
(2) That any apprentices employed in the above period are duly registered to a bona fide apprenticeship program registered with the State of California’s Division of Apprenticeship Standards.

PAYROLL/OTHER DEDUCTIONS

1. I herein certify the full and complete Prevailing Wages were paid as currently published and posted by the Director of In
dustrial Relations, State of California and only deductions as authorized under the laws of the State of California or the la
ws of United States of America have been made from these sums.

2. All other deductions are clearly listed for each employee on an attachment as required by the Director of Industrial Re
lations, State of California.

OPTIONAL BENEFIT PLANS

I herein certify that all employee deductions for benefit plans are authorized and the employee(s) are signed up for the plan(s) and are receiving the benefit(s) of the plan(s) listed.

WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above payroll, payment of fringe benefits as listed in the contract have or will be made to the appropriate programs for the benefit of such employees, except as noted below.

WHERE FRINGE BENEFITS ARE PAID IN CASH
Each laborer or mechanic listed in the above payroll has been paid as indicated on the payroll, an amount not less the sum of the applicable basic hourly rate plus the amount of the required fringe benefits as listed in the determination for the craft, except as noted below,

Exception(s)
________________________________________________________________________________________________________ Craft Explanation ________________________________________________________________________________________________________ Craft Explanation ________________________________________________________________________________________________________ Craft Explanation

I herein certify under the penalty of perjury all of the above is true and correct as submitted. ________________________________________________________________________________________________________ Name Signature

________________________________________________________________________________________________________ Date Payroll #
Remarks

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CONTRACTOR INFORMATION SHEET

Jo
b Name: _________________________________________ Category: ____________________________________ Prime Contractor: ___________________________________________________________________________________ Subcontractor: ______________________________________ License#: _____________________________________ Address: ____________________________________________________________________________________________ Phone #: ___________________________________________ Payroll Report Contact: _______________________ Email Address: _____________________________________________________________________________________ Fax #: ______________________________________________ Contract Amount: ____________________________ Estimated Start Date: _______________________________ Estimated End Date: _________________________

ANTICIPATED TRADES/CLASSIFICATIONS:

______________________________________________ ______________________________________________ ______________________________________________ ______________________________________________ ______________________________________________ ______________________________________________ SUB-CONTRACTORS (if applicable)

Name: License #: Phone/ Fax #: Contact:

______________________________________________________________________________________________________ ______________________________________________________________________________________________________ ______________________________________________________________________________________________________ 422 of 517
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APPENDIX B
CIT

Y OF REDLANDS

WORKDAY CONSTRUCTION SCHEDULE

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CITY OF REDLANDS
MUNICIPAL UTILITIES AND ENGINEERING DEPARTMENT 2017

APPENDIX B

CONSTRUCTION WORKDAY CALENDAR

JANUARY

FEBRUARY

MARCH
S

S
1 2

3 4

5 6

7 1

2 3

4 1

2 3

4 1 2 3 4 5 6 7

32 33 34 35

60 61 62 63
8 9

10 11

12 13

14 5

6 7

8 9

10 11

5 6

7 8

9 10

11 8 9 10 11 12 13 14

36 37 38 39 40 41 42

64 65 66 67 68 69 70
15 16

17 18

19 20

21 12

13 14

15 16

17 18

12 13

14 15

16 17

18 15 16 17 18 19 20 21

43 44 45 46 47 48 49

71 72 73 74 75 76 77
22 23

24 25

26 27

28 19

20 21

22 23

24 25

19 20

21 22

23 24

25 22 23 24 25 26 27 28

50 51 52 53 54 55 56

78 79 80 81 82 83 84
29 30

31 26

27 28

26 27

28 29

30 31

29 30 31

57 58 59

85 86 87 88 89 90

APRIL

MAY

JUNE
S

1 1

2 3

4 5

6 1

2 3

91 121

122

123

124

125

126 152 153 154
2 3

4 5

6 7

8 7

8 9

10 11

12 13

4 5

6 7

8 9

10 92 93 94 95 96 97 98 127 128 129 130 131 132

133 155 156 157 158 159 160 161
9 10

11 12

13 14

15 14

15 16

17 18

19 20

11 12

13 14

15 16

17 99 100 101 102 103 104 105 134 135 136 137 138 139

140 162 163 164 165 166 167 168
16 17

18 19

20 21

22 21

22 23

24 25

26 27

18 19

20 21

22 23

24 106 107 108 109 110 111 112 141 142 143 144 145 146

147 169 170 171 172 173 174 175
23 24

25 26

27 28

29 28

29 30

31 25

26 27

28 29

30 113 114 115 116 117 118 119 148 149 150 151

176 177 178 179 180 181
30 120

JULY

AUGUST

SEPTEMBER
S

1 1

2 3

4 5

1 2

182

213 214 215 216 217 244 245
2 3

4 5

6 7

8 6

7 8

9 10

11 12

3 4

5 6

7 8

9 183 184 185 186 187 188 189

218 219 220 221 222 223 224 246 247 248 249 250 251 252 9 10

11 12

13 14

15 13

14 15

16 17

18 19

10 11

12 13

14 15

16 190 191 192 193 194 195 196

225 226 227 228 229 230 231 253 254 255 256 257 258 259 16 17

18 19

20 21

22 20

21 22

23 24

25 26

17 18

19 20

21 22

23 197 198 199 200 201 202 203

231 233 234 235 236 237 238 260 261 262 263 264 265 266 23 24

25 26

27 28

29 27

28 29

30 31

24 25

26 27

28 29

30 204 205 206 207 208 209 210

239 240 241 242 243 267 268 269 270 271 272 273
30 31

211 212

OCTOBER

NOVEMBER

DECEMBER
S

S
1 2

3 4

5 6

7 1

2 3

4 1

2 274 275 276 277 278 279 280

305 306 307 308 335 336
8 9

10 11

12 13

14 5

6 7

8 9

10 11

3 4

5 6

7 8

9 281 282 283 284 285 286 287

309 310 311 312 313 314 315 337 338 339 340 341 342 343 15 16

17 18

19 20

21 12

13 14

15 16

17 18

10 11

12 13

14 15

16 288 289 290 291 292 293 294

316 317 318 319 320 321 322 344 345 346 347 348 349 350 22 23

24 25

26 27

28 19

20 21

22 23

24 25

17 18

19 20

21 22

23 295 296 297 298 299 300 301

323 324 325 326 327 328 329 351 352 353 354 355 356 357 29 30

31 26

27 28

29 30

24 25

26 27

28 29

30 302 303 304

330 331 332 333 334 358 359 360 361 362 363 364

31 365

City Holiday
Closed

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APPENDIX C

STANDARD DRAWING
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California MUTCD 2014 Edition
(FHWA’s
MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Chap
ter 3B – Pavement and Curb Markings November 7, 2014
Part 3 – Markings

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California MUTCD 2014 Edition
(FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Chap
ter 3B – Pavement and Curb Markings November 7, 2014
Part 3 – Markings

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California MUTCD 2014 Edition
(FHWA’s
MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Chap
ter 3B – Pavement and Curb Markings November 7, 2014
Part 3 – Markings

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California MUTCD 2014 Edition
(FHWA’s MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Chap
ter 3B – Pavement and Curb Markings November 7, 2014
Part 3 – Markings

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California MUTCD 2014 Edition
(FHWA’s
MUTCD 2009 Edition, including Revisions 1 & 2, as amended for use in California) Chapter 9C – Markings November 7, 2014
Part 9 – Traffic Control for Bicycle Facilities

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0 0
0 e E
24"
(600 mm

SECTION
INLET TYPE 2
INLET
TYPE 2
INLET
TYPE 1
R
6" 75 mm) MIN
(150 mm)
~~a SECTION

POINT M
10' (3000 mm)

TC GRADE LINE AS
SHOWN ON PROFILE TOP Of CURB

POINT M
J BARS ARE #3 (110M).

ANCHOR
A
PLAN
s
S 2

PROFILE
INLET TYPE 1
CURB FACE:

POINT Q
10' (JOOO mm)
Ft

POINT P POINT Q
GALVANIZED STED..

ANQ.E

SIDEWALK
ANl9-I

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROIIVI.G,\ lEl BY lHE
PUBLIC -KS STANDARDS INC.

GREENBOOK COMIIITTEE
11H1l
R!.V, 11118, 2DOII

PARKWAY DRAIN

USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

STANDARD PLAN
151-2
SHEET 1 OF 2
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NOTES

1. FLOOR OF BOX SHALL BE lROWELED SMOOTH.

2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE 1 BEGINS AT THE TOE RATHER THAN AT THE R/W LINE.

3. FOR OPEN DITCH {TYPE 2), THE 24" (600 mm) EXTENSION BEYOND THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 24" (600 mm) OR MORE FROM THE R/W LINE; HOWEVER, THE PIPE SHALL EXTEND TO THE R/W LINE IN ANY EVENT.

4. TOP OF INLET SlRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT

SURFACE WHERE PRACTICAL

5. A HEADED STEEL STUD 5/8" x 6-3/8" WITH A 1" HEAD
(16 x 160 mm, 25 mm HEAD) ATIACHED BY A FULL PENElRATION BUTI WELD MAY BE USED AS AN ALTERNATE ANCHOR.

6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS B + 5" (125 mm) AT POINT N AND P.

7. THE 3" (75 mm) LEG OF THE 5/8" (16 mm) DIA ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK.

8. SLOPE = 2.Q,:,

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

PARKWAY DRAIN
0 0
STANDARD PLAN 0
151-2
SHEET 2 OF 2
462 of 517
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c
0 0

SURFACE

FLOWLINE
t
z
:i ,....

E E
8 ~
PLAN

FINISHED SURFACE
x <
~
E
E
I 8
-~.-.._~-fr'"-i ----- ~ !'.?,

OPTIONAL ROUGHENED

CONSTRUCTION JOINT
(TYPICAL)
1/4• (5 mm) R
(TYP)
II
II fl
ll.

CENTER SUPPORT FOR .ti'
MULTIPLE GRATES ~~
t
. ..::.

TIE
A
>
-

SECTION A-A SECTION B-B

CONNECTOR PIPE OR

MONOLITHIC CATCH

BASIN CONNECTION

STRUCTURAL DATA

WALL AND SLAB DIMENSIONS AND

REINFORCEMENT REQUIREMENTS
NO. OF MAX REINFORCEMENT
GRATES v t FOR

WALLS AND SLABS
1-2 4' I 1.2 m 5• 150 mm)
1-2 a• 2.4 m S" 200 mm) NOT REQUIRED
1-2 10' 3.0 m 10· 250 mm)
1-2 12' 3.5 m ,o· 250 mm) REQUIRED
3-4 4' I 1.2 m) 6" (150 mm)
NOT REQUIRED 3-4 7' 2.0 m) a· (200 mm)
3-4 a· (2.4 m) a· (200 mm)
REQUIRED 3-4 12' (3.5 m) 10• 250 mm)
5-6 4' 1.2 m) s• 150 mm)
NOT REQUIRED 5-6 6' 1.8 m a· (200 mm)
5-6 a· (2.4 m a· (200 mm)
5-6 12' 3.5 m 10• (250 mm)
> 6 4' 1.2 m) 6" (150 mm) REQUIRED
> 6 a· 2.4 m) a· (200 mm)
> 6 12' (3.5 m} 10" (250 mm)

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGA 1ED BY 1HE
PUii.JC WORKS STNIDARDS. INC.,

GREENBOOK COMMITIEE
IOM
REV. 111112, 11198, 2009

GRATING CATCH BASIN-ALLEY

LONGITUDINAL
USE 'MlH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

STANDARD PLAN
304-3
SHEET 1 OF 2
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NOTES:

1. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE SHAPED BY PLASTERING.

2. ONE GRATING IS REQUIRED UNLESS OTHERWISE SHOWN ON THE PLANS.

3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1: 12 MINIMUM AND 1: 3 MAXIMUM, EXCEPT WHERE THE SURFACE GRADE EXCEEDS e,i:, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE SURFACE GRADE, SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.

4. DIMENSIONS:

B "" 3'-6" (1.0 m)
Vu"" THE DEPTH AT THE UPSTREAM END OF THE BASIN AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3, BUT SHALL NOT BE LESS THAN 2.5' (750 mm).

V1 = THE DEPTH AT THE INVERT OF THE INLET. NOTED ON THE PLANS.

W "" 2'-11 3/8" (900 mm) FOR ONE GRATING; ADD 3'-5 3/8" (1051 mm) FOR EACH ADDITIONAL GRATING.

A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.

5. PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS. UNLESS OTHERWISE SPEC1F'IED, THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.

WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 3" (80 mm) PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND 3" (75 mm) RADIUS OF ~OUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOJN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70" OR GREATER THAN 110", OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE lS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE.
0 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, 0

THEY SHALL BE LOCATED ON THE OPPOSITE WALL AT THE CENTERLINE OF THE DOWNSTREAM GRATING. STEPS SHALL BE BE SPACED 12" (300 mm) APART. THE TOP STEP SHALL BE 7" {175 mm) BELOW THE TOP OF THE GRATING AND PROJECT 2 1/2" {65 mm) . ALL OTHER STEPS SHALL PROJECT 5" (130 mm).

7. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN:
308 MONOLITHIC CATCH BASIN CONNECTION
309 CATCH BASIN REINFORCEMENT
311 FRAME ANO GRATING FOR CATCH BASINS
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
GRATING CATCH BASIN-ALLEY {LONGITUDINAL)

STANDARD PLAN
304-3
SHEET 2 OF 2
0 464 of 517
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0 0
c
r-1/4" (5 mm) R
// ('rYP)
I I
Tl
t
II
Ii
r
II
I
~
r~
35 3/8" (899 mm' t'i >
(75 mm) R ~
.....
-
::r:;:---:----:.-~-. -4,=q:2:z:azzt-!
~~. ~
~ -~-~ ~~~~~
l
LcoNNECTOR PIPE OR

OPTIONAL SUBGRADE MONOLITHIC CATCH BASIN CONNECTION

SECTION A-A

CUT BEND AND WELD

ANGLE TO MAINTAIN

GRATING IN PLANE OF

FINISHED SURFACE
~ SURFACE FLOWUNE II
2-L 4"x3"x1/2"x62" FOR 2 GRATES
(102mm x 76mm x 13mm x 1575mm)
/4" :1
-~~-5~m-·r) II
ADD 2'-2" {660 mm) FOR EACH
ADDITIONAL GRATE t t z ~ 2 ::II
e ..--.. e e e r:;·- ~~ :· • 8 stc -~
PLAN
-.......c;. __ OPTIONAL SUBGRADE
SECTION B-8

STRUCTURAL DATA

WALL AND SLAB DIMENSIONS AND

REINFORCEMENT REQUIREMENTS
NO. OF MAX REINFORCEMENT
t FOR GRATES v WALLS AND SLABS
2-3 4' (1.2 m) s· 150 mm)
2-3 8' (2.4 m) 8" (200 mm) NOT REQUIRED
2-3 10' (3.0 m) 10" {250 mm)
2-3 12' (3.5 m) 10" (250 mm) REQUIRED
4-6 4' 1.2 m) 6" 150 mm) NOT REQUIRED 4-6 7' 2.0 m) a• (200 mm) 4-6 8' 2.4 m) a· (200 mm)
4-6 12' (3.5 m) 10" (250 mm) REQUIRED
7-9 4' 1.2 m) 6" 150 mm) NOT REQUIRED 7-9 6' 1.8 m) a· 200 mm) 7-9 B' 2.4 m) B" I 200 mm)
7-9 12' (3.5 m) 10• (250 mm)
> 9 4' 1.2 m) 6" (150 mm) REQUIRED
> 9 a· (2.4 m) a• (200 mm)
> 9 12' (3.5 m) 10" (250 mm)

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROM\JLGA lED BY 1HE
PUBLIC -S STANDARDS, IMC.,

GREEMBOOK COMMITIEE
19&4
REY, 111112. 111118, 2009

GRATING CATCH BASIN

TRANSVERSE
ALLEY

USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

STANDARD PLAN
305-3
SHEET 1 OF
465 of 517
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NOTES:

1. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE SHAPED BY PLASTERING.

2. TWO GRATINGS ARE REQUIRED UNLESS OTHERWISE SHOWN ON THE PLANS.

3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1: 12 MINIMUM AND 1: 3 MAXIMUM. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.

4. DIMENSIONS:

V = 3'-6" (1.0 m)
V1 = THE DEPTH AT THE INVERT OF THE INLET. NOTED ON THE PLANS.

W = 4'-3 1/2" (1308 mm) FOR TWO GRATINGS; ADD 2'-2" (660 mm) FOR EACH ADDITIONAL GRATING.

A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATIACHED.

5. PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS. UNLESS OTHERWISE SPECIFIED, THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.

WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 3" (BO mm) PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND 3" (75 mm) RADIUS OF ~OUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70· OR GREATER THAN 110·, OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE.

6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, THEY SHALL BE LOCATED ON THE OPPOSITE WALL STEPS SHALL BE SPACED 300 mm (12") APART.

THE TOP STEP SHALL BE 7" (175 mm) BELOW THE TOP OF THE GRATING AND PROJECT 2-1/2 .. (65 mm). ALL OTHER STEPS SHALL PROJECT 5" (130 mm).

7. THE FOLLOWING SPPWC ARE IN CORPORA TED HEREIN:
308 MONOLITHIC CATCH BASIN CONNECTION
309 CATCH BASIN REINFORCEMENT
311 FRAME AND GRATING FOR CATCH BASINS
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
GRATING CATCH BASIN - ALLEY (lRANSVERSE)

STANDARD PLAN
305-3
SHEET 2 OF" 2
0 0
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12"

ELEVATION VIEW

PLAN VIEW
}
12" MIN.
18" MAX.
3" & 6" GRADE

ADJUSTMENT
RINGS
VARIES12"

MANHOLE RING & COVER
12"

CONCRETE
COLLAR

1. SAW CIRCULAR AROUND MANHOLE 12" FROM MANHOLE FRAME.

2. MANHOLE SHALL BE MARKED PRIOR TO CUT THE PAVEMENT.

3. RAISE MANHOLE FRAME AND COVER TO FINISH GRADE BY
INSTALLING CONCRETE RINGS AND LEVELING MORTAR.

4. BACKFILL WITH PCC CONCRETE TO FINISH GRADE.

5. CONCRETE TYPE SHALL BE 560-C-3250.

6. ADD QUIKRETE LIQUID CEMENT COLOR - CHARCOAL BLACK.

7. PROTECT FROM TRAFFIC LOADING UNTIL CONCRETE HAS CURED.

8. APPLY TACK COAT TO EDGES OF EXISTING PAVEMENT BEFORE INSTALLATION PATCH.

9. COLLARS ARE REQUIRED FOR ALL PAVED TRAVEL WAYS.

NOTE:

AC PAVEMENT

CUT LINE

CONCRETE
COLLAR

CUT LINE

MANHOLE RING & COVER

CONCRETE
COLLAR

LIMIT STRIPING

TO MANHOLE COVER

LIMIT STRIPING

TO MANHOLE COVER
8"

CONCRETE COLLAR
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APPENDIX D

a. City Encroachment Permit Form
(Contractor to obtain encroachment permit from the City as no-fee permit)

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PERMIT NO. _________
Name: Phone:

Address: City: Zip:

Contractor: USA ID No.:

Contractor License No.: Type: Cal OSHA No.:

Construction Start Date:

Development No.: Plan No.:

Street Name:

Cross Streets:

Address:

For the purpose of performing the following work:

Applicant/Agent Signature:

EACH
EA $ $ 43.00 EA =$ Truck Route Permit Required:

SF $ $ .44 SF =$
SF $ $ .87 SF =$
LF $ $ 3.28 LF =$ Closure Permit With
LF $ $ 2.19 LF =$ Traffic Plan Required:

SF $ $ .09 SF =$
SF $ $ .09 SF =$
EA $ $ 43.00 EA =$ Water Shutdown Required:

EA $ $ 2,568.00 EA =$
EA $ $ 2,011.00 EA =$
CY $ $ 130 CY =$ Bond Required:

LF $ $ 5.21 LF =$
EA $ $ 43.00 EA =$
EA $ $ 43.00 EA =$
EA $ $ 43.00 EA =$
LF $ $ 1.73 LF =$
EA $ $ 43.00 EA =$ Conduit Material:

EA $ $ 43.00 EA =$
EA $ $ 43.00 EA =$
LF $ $ 1.73 LF =$ Conduit Size:

LF $ $ 1.73 LF =$
EA $ $ 43.00 EA =$
EA $ $ 43.00 EA =$
EA $ $ 43.00 EA =$
EA $ $ 43.00 EA =$
LF $ $ 1.73 LF =$
SF $ $ .18 SF =$
EA Fire Flow Test……………………………… $ EA =$
SF $ SF =$
EA $ $ 55.00 EA =$ Calculated By
HR OT/Off Hrs Inspection (2 HR Min) $ $ 122.60 HR =$
$ =$
$ =$
SUBTOTAL PERMIT FEE $
PERMIT FEE wo rk complete within specified date from issuance = $ 339.00 fee.

Municipal Utilities & Engineering
$
TOTAL ENCROACHMENT PERMIT FEE $

0.00 $339.00

86.00 86.00

86.00 Application for Road / Encroachment Permit
City of Redlands - Municipal Utilities & Engineering Department Anticipated Completion Date:

I hereby request permission to construct/install improvements/facilities within the City of Redlands road right-of-way at the following location:

86.00 86.00

86.00 86.00
BASE
Date:

Driveway Appr, Res/Comm……………….

Sidewalk……………………………………
Cross Gutter/Spandrel……………………
Crushed Aggregate Base…………………
Curb & Gutter………………………………
Curb/Berm………………………………….

Traffic Signal - Modification……………….

SHADED AREA FOR OFFICIAL USE ONLY
In accordance with Plans approved by the Municipal Utilities & Engineering Director and/or the Standard Specifications and Detail Drawings of the City of Redlands for the quantity and type
of improvements listed below:

86.00 86.00Street Light…………………………………
Traffic Signal - New……………………….

Asphalt Pavement…………………………

86.00 86.00

10.00 (Effective 10/7/2020)
PENALTY FEE 25% of total permit fee if issued after commencement of work Sewer Manhole…………………..……….

Rei
nforced Concrete………………………
Storm Drain Pipe…………………………..

Curb Inlet/Outlet Structures………………
Water Shutdown…………………………..

Fire Service…………………………………
Sewer Cleanout……………………………
Sewer Lateral………………………………
Water Main - Potable……………………..

Water Main - Non-Potable……...………..

Fire Hydrant Assembly……………………
Water Service Lateral……………………..

Storm Drain Manhole/Junction Box……..

Curb Core…………………………………..

Sewer Main……………………..…………

86.00 86.00

86.00 79.00
Excavation/Utility Trench………..….…….

Street Patch………………………………..

Warranty Fee (Street Cut)……………..…
Traffic Safety Setup………………………..

YES NO
YES NO
YES NO
YES NO
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APPENDIX E

TRASH COLLECTION SCHEDULE
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Thursday
Monday
Friday
Tuesday
Thursday
Wednesday
Friday
ST
ST
AV

AVEW SAN BERNARDINOSANAV AV AVEBERNARDINO

STST ORANGE
VIEW
OPA
L
JUDSON

ALABAMA MENTONE BLVDAVCALIFORNIA LUGONIAEW
ST
ST

MOUNTAIN ST
STAV
AV

CHURCH AVCOLTONEAVCOLTONW

REDLANDS ST
ST

BLVD ST
TEXAS
UNIVERSITYN 6TH

W DEARBORN

NNREDLANDS JUDSON

N AVCITRUSAVCITRUSETENNESSEE
ST
FORD

ST CRAFTON

AVST ST
AV ST
AVFERN
S E

DEARBORN

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OPAL
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5THALABAM
A
S 5TH AVAVBROOKSIDE AV SAND
BARTON

TERRACINA AVRD S
CENTER

AV AV HIGHLAND
CANYON

BROOKSIDE E ST

SAN SAN
FERN

RDTIMOTEO AV
CANYON
W
MATEO

CYPRESS CAJON
ST AV
ST

BLVDRD GARDEN
W
ST SUNSETE 16TH
ST
DR N

HIGHLAND

WABASHST

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E YUCAIPA

ST SUNSET
ST

ALESSANDRO
GARDEN
DR N
ST
WRD
SUNSET
16TH
OUTER
SAN
DR
HWY 1
0 SUNSET

TIMOTEO
E
RD
CANYON
CANYON
RD
OAK
LIVE
OAK
W
ABASH
AV

STDEARBORN
DRS

E REDLANDS
BL

LIVE RD

W BERNARDINO

CAJONST

MILL CREEK RD

DR N

E SUNSET

W LUGONIA AV

PIONEER
W
AV
AV

PALMETTO AV

MARIGOLD AV
N
NEVADA
ST
RD

ALESSANDRO

ORANGE ST

E REDLANDS BL
FO
RD
ST

E PIONEER AV

ST BLVD

SAN BERNARDINO
NEVADA

CHAPMAN HEIGHTS RD

VICTORIA
DR

STS HARDT SHEDDEN
CURTIS

STGOULD

OAK CANYON RD

HARDT ST

GOULD ST
25201

PARK AV

CITRUS ST

COTTAGE ST

PALM DR

POPLAR DR

VAN LEUVEN ST

COLE ST

WILLIS DR

STATE ST

SHEDDEN DR

VICTORIA AV

REVELLO

RDKEISSEL RD
ST

GREENSPOT

VILLERS
WY
BRANDO
N
MOU
NTAIN
CT
CT
CT LN
CA

STLEGATE

CRYSTAL COVE

CRYSTAL

SPRINGS LN

FURLOW DR

COLORADO ST

DOMESTIC AVE

DEODAR ST

RIVERVIEW DR
CT

VIRGINIA
DUBOIS
REED

VISTA CIR

BLUE JAY LN
BLUE
BIRD
LN
MIDWAY

RIVERVIEW DR
ST
ST
ST
LN
ST
CIR
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WATERS
CAVE

HUBBARD

BEATTIE
ST
BEAL
CT
ST

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0 0.25 0.5 0.75 1
Miles
Solid Waste Collection Days
Scale
November 15, 2013wo1156RefuseDays8.5x11
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APPENDIX F

EVENTS AND SCHOOL CALENDAR
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REDLANDS UNIFIED SCHOOL DISTRICT

STUDENT ATTENDANCE CALENDAR
2022-2023

ALL REDLANDS SCHOOLS
1 2/3 4 5 6 7 8 9/10 11 12 13 14 15 16/17 18 19 20 21 22 23/24 25 26 27 28 29 30/31 1 2 3 4 5 6/7 8 9 10 11 12 13/14 15 16 17 18 19 20/21 22 23 24 25 26 27/28 29 30 31 1 2 3/4 5 6 7 8 9 10/11 12 13 14 15 16 17/18 19 20 21 22 23 24/25 26 27 28 29 30

H P P H

H P P H
1/2 3 4 5 6 7 8/9 10 11 12 13 14 15/16 17 18 19 20 21 22/23 24 25 26 27 28 29/30 31 1 2 3 4 5/6 7 8 9 10 11 12/13 14 15 16 17 18 19/20 21 22 23 24 25 26/27 28 29 30 1 2 3/4 5 6 7 8 9 10/11 12 13 14 15 16 17/18 19 20 21 22 23 24/25 26 27 28 29 30 31

P X H M M M M M H H H H H H H H H H H H H H H

P H H H H H H X H H H H H H H H H H
1 2 3 4 5 6 7/8 9 10 11 12 13 14/15 16 17 18 19 20 21/22 23 24 25 26 27 28/29 30 31 1 2 3 4/5 6 7 8 9 10 11/12 13 14 15 16 17 18/19 20 21 22 23 24 25/26 27 28 1 2 3 4/5 6 7 8 9 10 11/12 13 14 15 16 17 18/19 20 21 22 23 24 25/26 27 28 29 30 31

H H H H H H H M H H H H H H H H H H

H H H H H H H H H H H H H H H H H
1/2 3 4 5 6 7 8/9 10 11 12 13 1415/16117 18 19 20 21 22/23 24 25 26 27 28 29/30 1 2 3 4 5 6/7 8 9 10 11 12 13/14 15 16 17 18 19 20/21 22 23 24 25 26 27/28 29 30 31 1 2 3/4 5 6 7 8 9 10/11 12 13 14 15 16 17/18 19 20 21 22 23 24/25 26 27 28 29 30

H M M P
H M P
End of Quarter and Semester Dates - Grades TK/K and 6-12 Quarter 1 - October 7 H - Holidays - NO ATTENDANCE
Elementary 42 days
Secondary Quarter 2 / Semester 1 - December 16 LABOR DAY September 5 42 days Quarter 2 VETERANS DAY November 11
P Staff Professional Day (No Students In Attendance) 84 days Semester 1 THANKSGIVING RECESS November 21 - 25 M Minimum Day- Conferences/Report Card Preparation Quarter 3 - March 17 WINTER RECESS December 19 - January 6 H Holiday (No Students In Attendance) 48 days MARTIN LUTHER KING DAY January 16 X Report Card Day (No Students In Attendance) Quarter 4 / Semester 2 / End of year - June 8 PRESIDENTS' DAY February 20 48 days Quarter 4 SPRING BREAK March 20 - March 31
96 days Semester 2 MEMORIAL DAY May 29
Student Attendance Days - 180 End of Trimester Dates - Grades 1-5 Teacher Attendance Days - 185 Trimester 1 - November 4
61 days
Trimester 2 - March 3
61 days
Trimester 3 - June 8 Board Approved:
58 days
January February March
April May June
DecemberNovemberOctober
July August September
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REDLANDS UNIFIED SCHOOL DISTRICT

STUDENT ATTENDANCE CALENDAR
2023-2024

ALL REDLANDS SCHOOLS
1/2 3 4 5 6 7 8/9 10 11 12 13 14 15/16 17 18 19 20 21 22/23 24 25 26 27 28 29/30 31 1 2 3 4 5/6 7 8 9 10 11 12/13 14 15 16 17 18 19/20 21 22 23 24 25 26/27 28 29 30 31 1 2/3 4 5 6 7 8 9/10 11 12 13 14 15 16/17 18 19 20 21 22 23/24 25 26 27 28 29 30/1 9 H P P 4 H
H P P 5 H
2 3 4 5 6 7/8 9 10 11 12 13 14/15 16 17 18 19 20 21/22 23 24 25 26 27 28/29 30 31 1 2 3 4/5 6 7 8 9 10 11/12 13 14 15 16 17 18/19 20 21 22 23 24 25/26 27 28 29 30 1 2/3 4 5 6 7 8 9/10 11 12 13 14 15 16/17 18 19 20 21 22 23/24 25 26 27 28 29 30

P X H M M M M M H H H H H H H H H H H H H H H

P H H H H H H X H H H H H H H H H H
1 2 3 4 5 6/7 8 9 10 11 12 13/14 15 16 17 18 19 20/21 22 23 24 25 26 27/28 29 30 31 1 2 3/4 5 6 7 8 9 10/11 12 13 14 15 16 17/18 19 20 21 22 23 24/25 26 27 28 29 1 2/3 4 5 6 7 8 9/10 11 12 13 14 15 16/17 18 19 20 21 22 23/24 25 26 27 28 29 30/31

H H H H H H H M H H H H H H H H H H

H H H H H H H H H H H H H H H H H
1 2 3 4 5 6/7 8 9 10 11 12 13/14 15 16 17 18 19 20/21 22 23 24 25 26 27/28 29 30 1 2 3 4/5 6 7 8 9 10 11/12 13 14 15 16 17 18/19 20 21 22 23 24 25/26 27 28 29 30 31 1/2 3 4 5 6 7 8/9 10 11 12 13 14 15/16 17 18 19 20 21 22/23 24 25 26 27 28 29/30

H M M P
H M P
End of Quarter and Semester Dates - Grades TK/K and 6-12 Quarter 1 - October 6 H - Holidays - NO ATTENDANCE
Elementary 42 days
Secondary Quarter 2 / Semester 1 - December 15 LABOR DAY September 4 42 days Quarter 2 VETERANS DAY November 10
P Staff Professional Day (No Students In Attendance) 84 days Semester 1 THANKSGIVING RECESS November 20 - 24 M Minimum Day- Conferences/Report Card Preparation Quarter 3 - March 15 WINTER RECESS December 18 - January 5 H Holiday (No Students In Attendance) 48 days MARTIN LUTHER KING DAY January 15 X Report Card Day (No Students In Attendance) Quarter 4 / Semester 2 / End of year - June 6 PRESIDENTS' DAY February 19 48 days Quarter 4 SPRING BREAK March 18 - March 29
96 days Semester 2 MEMORIAL DAY May 27
Student Attendance Days - 180 End of Trimester Dates - Grades 1-5 Teacher Attendance Days - 185 Trimester 1 - November 3
61 days
Trimester 2 - March 1
62 days
Trimester 3 - June 6 Board Approved:
58 days
March 8, 2022
January February March
April May June
July August September
October November December
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APPENDIX G

CONTRACTOR SAFETY PROGRAM
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THE CITY OF REDLANDS

CONTRACTOR SAFETY

PROGRAM
Rev. June 15, 2021
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TABLE OF CONTENTS
I. POLICY ......................................................................................................................3 II. AUTHORITY ..............................................................................................................3 III. SCOPE .....................................................................................................................3 IV. DEFINITIONS ...........................................................................................................3 V. RESPONSIBILITIES ....................................................................................................4 RISK MANAGEMENT... …………………………………………………………………………………………………………4 PROJECT MANAGER (CITY)……………………………………………………………………………………………………..5 INSPECTOR (CITY)………………………………………………………………………………………………………………..5 EMPLOYEES (CITY)……………………………………………………………………………………………………………….5 CONTRACTOR…………………………………………………………………………………………………………………….5 PROJECT SAFETY OFFICIAL……………………………………………………………………………………………………..6 VI. PROGRAM ..............................................................................................................6 SAFETY PREQUALIFICATION QUESTIONNAIRE……………………………………………………………………………..6 APPEAL PROCESS…………………………………………………………………………………………………………………7 CONSTRUCTION PROJECTS (TIER I AND TIER II)…………………………………………………………………………….8 INSPECTIONS……………………………………………………………………………………………………………………..9 TRAINING/DOCUMENTATION………………………………………………………………………………………………...9 NON-COMPLIANCE………………………………………………………………………………………………………………9 CITY PERSONNEL………………………………………………………………………………………………………………….9 VII. RECORDKEEPING………………………………………………………………………………………………….10 VIII. ADDITIONAL REFERENCES ................................................................................... 10 ACKNOWLEDGMENT OF RECEIPT (A)……………………………………………………………………………………….11 SAFETY PREQUALIFICATION QUESTIONNAIRE (B)………………………………………………………………………..12 NOTICE OF NONCOMPLIANCE (C)…………………………………………………………………………………………..13 JOB HAZARD ANALYSIS (D)……………………………………………………………………………………………………14 INCIDENT INVESTIGATION FORM (E)………………………………………………………………………………………..15 486 of 517
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I. Policy

CONTRACTOR SAFETY PROGRAM
The purpose of this Contractor Safety Program (“CSP”) is to ensure, as best as reasonably possible, the protection and safety of all persons and property during construction activities undertaken by private contractors on behalf of the City of Redlands (“C ity”). The City has a comprehensive and structured approach in outsourcing services performed on City facilities by third -party persons and entities (“Contractor(s)”). The first phase of this comprehensive approach includes actively screening Contractors based on safety records, safety performance, and safety compliance. After the qualified Contractor is awarded a contract, the Contractor must then ensure compliance with all local, state, federal and Cal/OSHA regulations applicable to the contracted scope o f work, and requirements set forth within this CSP. The Contractor, its agents , and personnel must adhere to the policies and procedures set forth by this CSP and all applicable laws and regulations.

II. Authority
California Code of Regulations, Title 8, Section 336.10 “Determination of Citable Employer” California Code of Regulations, Title 8
“Greenbook” Standard Specifications for Public Works Construction Redlands Municipal Code
California Building Code
III. Scope
This CSP applies to all Contractors who provide or render construction or improvement services for City- owned property and facilities.

The Contractor services covered under this CSP include, but are not limited to, the following:

A. New construction;
B. Remodeling;
C. Facility maintenance or repair;
D. Equipment installation or maintenance; and
E. Services (i.e. janitorial, fleet operations, landscaping, etc.)

Consultants/ Professional service providers are exempt from having to submit a Safety Prequalification Questionnaire (“SPQ”), prior to the beginning of work, but they are expected to be compliant with industry best practices with regards to maintaining a safe work environment for their employees and others.

IV. Definitions
A. Contract – any written agreement between the City of Redlands and a Contractor, to perform a specified scope of work on City facilities. With respect to this policy, a contract includes, but is not limited to: awarded purchase orders, bids, and/ or project contracts.

B. Construction Work – construction, alteration, and/or repair, including painting and decorating.

C. Contractor – a person or entity (including all personnel) awarded a contract to perform work on City property or facilities.

D. D.A.R.T Rate – Injuries and illnesses severe enough to warrant: Days Away, Restrictions and Transfers. The DART rate is calculated using the following formula: Number of OSHA Recordable injuries and illnesses that resulted in Days Away x 200,000/divided by total hours worked by all employees during the year covered.
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E. Designated Work Area – an area where it is necessary to restrict or limit entry or access of nonessential personnel or the public. Examples include work areas involving remediation abatement, demolition, excavation, and overhead lifting.

F. Facilities – any building or property owned by the City of Redlands.

G. Hazard – source or situation with a potential for harm in terms of injury or health, damage to property, damage to workplace environment, or a combination of these.

H. Job Hazard Analysis (“JHA”) – a technique that focuses on job tasks as a way to identify hazards before they occur. It focuses on the relationship between the worker, the task, the tools, and the work environment. The objective is to eliminate the r isk or to utilize control measures to reduce the risk.

I. North American Industry Classification System ( “NAICS”) – is the standard used by Federal statistical agencies in classifying business establishments for the purpose of collecting, analyzing, and publishing statistical data related to the U.S. business economy.

J. Non-compliance – any deviation from standards, practices, processes, procedures, regulations etc. that could either directly or indirectly lead to injury or illness, property damage, damage to the workplace environment, or any combination of these criteria.

K. Notice of non-compliance – form provided to the Contractor by the City alerting the contractor of non-compliance with City specifications, Cal/OSHA regulations, or any other generally accepted safe work practice.

L. Non-compliant hazardous work condition – any hazard that is considered to be non- compliant with State or Federal safety and health regulations, City specifications, or any inconsistency with generally accepted work practices.

M. Personnel – all Contractor employees, contractors, sub-contractors and agents provided access to City property or facilities.

N. Recordable Incident – any injury or illness resulting in death, days away from work, restricted work or transfer to another job, medical treatment beyond first aid, or loss of consciousness per OSHA Section 1904.7(a).

O. Safety Tailgate – informal safety meeting generally conducted at the job site prior to the commencement of a job or work shift.

P. Services – any and all, labor, duties, functions and activities required to be performed by the Contractor under the contract and any subsequent addenda.

V. Responsibilities

RISK MANAGEMENT
A. Update, maintain, and administer this CSP;
B. Maintain centralized records of training, site visit data, written programs, tailgate meetings, permits, and all other necessary contractor related documentation;
C. Provide technical assistance to Engineering personnel; D. Attend Pre-construction meetings and progress meetings as needed; E. Provide assistance on safety inspections as needed;
F. Review safety submittals;
G. Provide guidance on pre-qualification determination; and H. Provide training to affected city personnel with responsibilities under this program. 488 of 517
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PROJECT MANAGER (CITY)
The Project Manager has the authority to delegate any or all portions of this CSP to subordinates, but the Project Manager will be held accountable for their compliance. The Project Manager shall contact Risk Management, as necessary, for assistance in relation to this CSP.

A. Ensure safety hazards are addressed in a timely manner; B. Communicate safety concerns during pre-construction meetings and progress meetings; C. Inform impacted employees of construction activities scheduled in their work area; D. Enforce pre-qualification procedures in bidding process; and E. Ensure this CSP is properly executed.

INSPECTOR (CITY)
The City of Redlands construction inspector is not a safety professional and will only provide “Notice of Non- Compliance” for obvious and serious non-compliant conditions.

A. To the best of their abilities, inspect work sites for safety hazards; B. Communicate safety concerns to Contractor;
C. Provide Contractor with “Notice of Non-Compliance” when serious conditions occur or repeat violations; D. Collect documentation needed for construction worksites; E. Submit documentation to Risk Management for recordkeeping; F. Maintain photo documentation of safety hazards;
G. Never enter situations that can harm or endanger himself/ herself; H. Never use personal protective equipment (PPE) or enter situations, which they are not trained for; I. Contact Emergency Medical Services (911) and Risk Management in case of emergency; and J. Attend and communicate safety concerns in progress meetings.

EMPLOYEES (CITY)
A. Immediately notify the Project Manager, inspector, or Risk Management of any safety related concerns at a Contractor job site; and
B. Contact Emergency Medical Services (911) and Risk Management in case of emergency.

CONTRACTOR
Where relevant and applicable, the Contractor’s responsibilities shall include:

A. Compliance with requirements and responsibilities detailed within the Contractor Safety Program; B. Ensure all local regulatory requirements are met and all necessary permits are obtained before conducting work on behalf of the City;
C. Designate a Project Safety Official by name who shall be available at all times to abate safety hazards; D. Ensure all personnel have the appropriate qualifications and training to perform the contracted work (Copies of current training documentation and certifications must be on file with the City); E. Inform City Project Manager or inspector of any job site safety hazards or concerns; F. Inform City Project Manager if any suspected asbestos-containing material is located; G. Conduct and submit Job Hazard Analysis (JHA) before work and as required by change of tasks; H. Conduct and submit Safety Tailgates on a bi-weekly basis; I. Provide all required PPE necessary to conduct work safely and in accordance with required local regulations;
J. The safety of all individuals who enter work site;
K. Spill cleanup;
L. Immediately report any incidents, accidents, near misses, unsafe conditions, or unsafe acts involving any jobsite personnel;
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M. Arrange for the proper storage and removal of waste generated prior to the completion of job, and provide confirmation that the materials have been removed or disposed of in a manner compliant with all applicable environmental regulations;
N. Removing all equipment used during work activities and ensuring proper housekeeping of designated work area at the end of each workday and upon completion of the job; O. Contact Emergency Services (911) and Project Manager in the event of an emergency; and P. For the actions of their subcontractors, as they may pertain to this CSP, including their adherence to its contents and review of this document.

PROJECT SAFETY OFFICIAL (CONTRACTOR)
A. Shall be at the work site at all times;
B. Must be thoroughly familiar with the Contractor’s Injury and Illness Prevention Program (IIPP) and Code of Safe Practices;
C. Shall be available at all times to abate any potential safety hazards; and D. Shall have the authority and responsibility to shut down an unsafe operation, if necessary.

VI. Program

SAFETY PREQUALIFICATION PROCESS
A. The safety prequalification process is intended to:
• Provide the City with knowledge of past and current safety performance of Contractors working on City construction projects;
• Improve Contractor compliance with City safety rules, including safe work practices required by applicable regulations and laws; and
• Improve safety during Contractor activities.

B. A copy of the SPQ shall be provided to each person or entity bidding on a project, as part of the bidding process.

C. The completed questionnaire shall be returned and reviewed prior to awarding contract work, with supporting information provided as indicated by responses on questionnaire.

D. The SPQ shall be submitted to: 35 Cajon St., Suite 4 Redlands Ca, 92373
Attention: Project Name-Contractor Name-SPQ
E. The following criteria and information relating to the Contractor will be reviewed prior to awarding contract:
• Contractor License;
• Incident Rates;
• OSHA Citations;
• Safety Policies;
• Safety Programs and Procedures;
• Compliance History on City Projects; and
• Certification Statement.

F. Contractor must qualify in each section to be approved for award of a contract.

G. If a Contractor fails to pass prequalification procedure, the City has the right to disqualify the Contractor’s proposal.
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H. All costs associated with compliance with City of Redlands prequalification requirements shall be at the sole expense of the Contractor.

I. If a Contractor provides information that is later determined to be false, or improperly withholds information, the Contractor will be immediately disqualified.

J. Any questions or information relating to filing this questionnaire may be answered by reaching:
• Engineering: (909) 798-7698; or
• Risk Management: (909) 798-7514

DISQUALIFICATION APPEAL PROCESS
This provision is established pursuant to Public Contract Code section 20101(d) which requires every public agency that requires prospective bidders to prequalify pursuant to the law to establish “a process that will allow prospective bidders to dispute their proposed prequalification rating prior to selection of an alternate bidder.” If the City intends to disqualify a bidder based upon the bidder’s safety record, the City will notify the bidder in writing and provide the bidder with any supporting evidence that has been received from others or adduced as a result of an investigation by the City. The notice of intention shall be sent by certified mail with return receipt requested or by overnight mail via a delivery service that provides online tracking which identifies the date of the prospective bidder’s receipt of the notice, and shall include notice that the bidder has the right to, and may request a hearing to rebut any evidence used as a basis for disqualification and to present evidence to the City as to why the prospective bidder should be found qualified. Requests for a hearing must be made by written request to the City within ten calendar days of the date of the prospective bidder’s receipt of the City’s notice of intention. If the bidder does not request a hearing within the time allowed, the City’s determination shall stand unchallenged and become final.

Within seven calendar days of receiving the bidder’s request for a hearing, the City shall notify the bidder in writing of the date, time and place of the hearing. The hearing shall be held no sooner than ten (10) calendar days and no later than fifteen (15) calendar days after the notice is given. The notice shall inform the bidder of its right to present testimony and documents in support of its position.

The hearing shall be conducted before the Redlands City Manager, which may be continued from time to time as reasonably determined by the City Manager, but shall not exceed forty five (45) days. At the conclusion of the hearing, and after considering all testimony and documentation presented, the City Manager shall issue a written decision no later than five calendar days following the hearing. The City Manager’s decision shall be final and is not subject to further appeal to the City.

The bidder shall not be entitled to bid on any contracts with the City until it has met the safety pre -qualification standards. If the City Manager approves an appeal, the contractor will have been deemed to meet the qualification standards and it will be valid for one year. The bidder shall have the right to withdraw its application for prequalification or its appeal at any time before the City Manager’s decision becomes final. Such withdrawal will not preclude the bidder from re-applying for prequalification.

CONSTRUCTION PROJECTS
A. After a contract is awarded, the Contractor shall maintain, throughout the duration of the project, safety measures as necessary to protect the public and workers within, or in the vicinity of, the designated work zone. This includes an evaluation of the work to be performed and the hazards likely to be encountered.

Contractors are expected to follow, at a minimum, all pertinent laws, rules and regulations for the location in which they will be working. Where applicable, Contractor Safety Programs will meet or exceed City programs/ procedures and are subject to review and approval by the City prior to contract execution. 491 of 517
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B. Job Hazard Analysis (“JHA”)

1. Prior to a notice to proceed a JHA must be completed utilizing the City’s form, or equivalent, to assess the hazards present in the designated work area. Any information requested on the City’s form, but not stated on the equivalent form utilized, shall be provided separately with the original submission.

2. All members of the construction unit must sign the JHA to acknowledge hazard abatement procedures.

3. JHA must be kept at job site accessible to all impacted personnel.

4. Failure to follow JHA procedures may lead to termination of the contract.

C. Personal Protective Equipment (“PPE”)

1. All required PPE must be worn at all times during work activities.

2. All mandatory PPE must be highlighted in the JHA.

3. PPE shall be provided by the Contractor.

4. Failure to follow PPE guidelines may lead to termination of the contract.

D. Safety Tailgates

1. Safety Tailgate Meetings must be held on a biweekly basis for all construction projects.

2. The first meeting shall take place on Day 1, Week 1 and every other week thereafter.

3. Tailgates shall be signed by all personnel and submitted to Construction Inspector for recordkeeping.

4. Tailgate topics should be specific to the scope of work of the project.

E. Injury Reporting

1. Contractors shall immediately report injuries or accidents to the Project Manager (regardless of severity). Additionally, contractors are responsible for and must also conduct accident investigations of any injuries that occur on site and provide results to the Project Manager.

2. Use the City Incident Investigation Form (Attachment E), or equivalent, to meet this requirement.

F. Spill Prevention

1. The Contractor is responsible for any spill within the confines of the project and those outside of the construction limits caused by the Contractor’s defective equipment, containers, or personnel.

2. Secondary spill containment systems shall be used to prevent contamination of the environment.

G. Construction in Occupied Buildings

1. When building occupants are present during construction projects additional safeguards must be implemented to eliminate exposures and complaints. Dust/ particulates from demolition, sanding and other construction activities must be controlled by adequate ventilation, or containment and negative air ventilation systems based upon the specific type of activity and particle. Similar controls must be utilized for odorous activities including, but not limited to, carpet adhesive, painting, welding, and coatings.

2. The Contractor shall ensure that the HVAC system is protected in order to prevent contamination.

If an HVAC system is unprotected and contaminated by any construction/demolition materials, the Contractor shall be held responsible for the cost of cleaning the system and any subsequent repairs therein.

3. Negative air ventilation systems shall have appropriate filtration and be exhausted outside of the building.

INSPECTIONS
A. Follow up inspections will be executed to enforce compliance with safety and health requirements.

B. Follow up inspections will be conducted as part of routine site inspections by construction inspector and Risk Management employees.
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C. The SPQ aims to provide the City with knowledge of Contractor safety history and safety practices. This minimizes the need for increased frequency of inspections. In addition, the City will take the following guidelines into consideration when determining frequency of inspections.

1. Scale of project;

2. The frequency with which the number and types of hazards change as the work progresses;

3. More frequent inspections will be implemented in the beginning of the project; and

4. When the Contractor has never worked for the City.

TRAINING/DOCUMENTATION
A. Contractor will ensure that all personnel are properly trained for the scope of work they are assigned, as well as the equipment they will be utilizing.

B. Documentation shall be on file with the City prior to project start.

C. Personnel missing training documentation shall not be permitted to work on awarded City projects.

D. Training requirements are mandated by Federal and State Regulations. This may include, but is not limited, to the programs listed in the SPQ.

NON-COMPLIANCE
A. Contractor compliance issues shall be documented on the “Notice of Non -Compliance” form. A copy of this form shall be provided to Contractor for completion.

B. Upon receipt of the completed “Notice of Non -Compliance” form, the Project Manager and Risk Management will evaluate, based on the incident, and identify, as appropriate, any additional corrective and/or preventive actions for completion.

C. If immediate correction is not feasible, the project will be temporarily stopped until the issue is adequately resolved.

D. City staff with authority to stop work are:

1. Construction Inspector;

2. City Project Manager;

3. City Manager; and

4. Risk Management staff.

E. Any violation or deviation from safety rules, procedures, or regulations, based on evaluation, may be subject to any and all disciplinary actions listed as follows:

1. Verbal warning

2. Written warning-Notice of Non-Compliance (work may not continue until approved corrections are implemented);

3. Dismissal of non-complying personnel; and/or

4. Termination of Contract.

The City of Redlands maintains the right to terminate any contract for the violation of safety issues without liability to the City.

CITY PERSONNEL
A. All affected City employees will be informed in advance of any construction related work or other contract work which has the potential for impacting their workplace. Notifications will be made to all affected employees via e-mail or written memo by the Project Manager or designee. Notifications must include the following information:

1. Start and end dates of the work to be completed;

2. Work areas to be affected;
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3. Description of work to be completed;

4. Name and phone number of Project Manager;

5. Name and phone number of Construction Inspector; and

6. Name and phone number of Risk Management.

B. Employees should be instructed to notify Project Manager regarding logistical issues or other concerns.

Safety and Health concerns should be directed to either the Project Manager, Inspector, or Safety Specialist.

VII. Recordkeeping
The City’s Human Resources / Risk Management Department will maintain all records prepared in association with this CSP, with copies also place on file with the office of the City Clerk.

VIII. Additional References
https://www.dir.ca.gov/title8/336_10.html

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City o
f Redlands
Acknowledgment of Receipt Statement
I acknowledge by signing this document, that I have received and reviewed the City of Redlands’ Contractor Safety Program and understand that it contains important information on the City’s policies and procedures regarding employee safety as it pertains to Contractor activities. Furthermore, I acknowledge that failure to comply with any of these procedures may lead to termination of the contract with the City.
_____
_______________________ ______________________________ Contractor Signature Co ntractor Title:
____________
__________________________ ________________________________________ Contractor Name (Print) Date Signed
If you
have any questions regarding this document, please contact the Risk Management Division at (909) 798-7514.

Attachment A
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CITY OF REDLANDS

SAFETY PREQUALIFICATION QUESTIONNAIRE

SECTION 1 – GENERAL INFORMATION

Company Name:

Contractor License #:

Expiration Date:

Address:

City: State: Zip Code:

Name of Person Submitting Application:

Title: Telephone #:

Email Address:

Identify the highest ranking Safety/Health Professional in your Company:

Name:

Title: Telephone #:

Omitting or reporting false information on this questionnaire may result in disqualification of bid.

The City of Redlands reserves the right to conduct random or for-cause audits of information stated in this questionnaire. If deemed necessary, additional documentation may be requested by the City to verify responses on this questionnaire.

Attachment B
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SECTION 2 – INCIDENT RATES & WORKER’S COMPENSATION INFORMATION

INCIDENT RATES
Provide your actual injury and illness data below:

Provide the NAICS Code Number that best represents
your Firm:_____________________________
Provide any additional numbers here:
______________________________________

(Provide three full years of data) Last Calendar

2 Years Ago 3 Years Ago

Number of hours worked by all employees:

Total Recordable Incident Rate*:

D.A.R.T. Rate*:

Total Number of Fatalities:

Incident Rate = [(Total Recordable Cases X 200,000 hours)/ Number of hours worked by all employees]

D.A.R.T. Rate = [(Total Number of entries for Days Away, Restricted and Job Transfer X 200,000 hours)/ Number of hours worked by all employees]

If your latest incident rates and D.A.R.T. rates are greater than 100% of the industry average for all your NAICS code Numbers Listed, your bid may be disqualified.

The industry average can be found at www.bls.gov

WORKERS’ COMPENSATION INFORMATION

1. Provide your Workers’ Compensation Experience Modification Rate (EMR) Data:

Policy Year

EMR
* If your current EMR is greater than 1.25, initialing here certifies that you will provide a competent, full- time person or representative responsible for safety for all City projects:____________
Current EMR*

* lnitialing here certifies that your firm does not have an EMR:___________ (Submit a copy of your firm's Loss Run Reports for the last three years if your firm does not have an EMR.)
1 Year Ago:

2 Years Ago:

Name of your firm’s Workers’ Compensation carrier:
3 Years Ago:

Phone Number of Workers’ Compensation carrier

2. Is your firm self-insured for Workers' Compensation claims? Yes  No  (If yes, please attach a copy of the latest Annual Report to the State of California Department of Industrial Relations and/or State of California Certificate of Self-Insurance.)

SECTION 3– CITATION HISTORY

1. Has your firm received any regulatory citations in the last three years? Yes  No  If yes, please answer the question below.
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2. Were any of the confirmed (Closed) citations classified as Serious, Willful, Repeat, or Failure to abate?
Yes  No 

3. If yes, please explain:

4. Have you abated all of the citations issued to you in the last three years Yes  No  If no, please explain abatement action plan:

SECTION 4 – SAFETY POLICIES
Questions (Please check YES or NO) YES NO*

1. Does your company provide and adhere to a written Illness Prevention Program (IIPP) (CCR Title 8 §3203(a))? If yes, a copy of the program will be required on-hand at the job site throughout the duration of the contract. Please attach a copy to your bid proposal.  

2. Does your company provide and conduct Tailgate Meetings, or equivalent with employees at least every 10 working days. (CCR Title 8 §1509(e))  

3. Does your company have a policy for disciplinary action for unsafe behavior ensuring employee compliance with safe and healthy work practices? (CCR Title 8 §3203(a)(2))  

4. Does your company provide and abide by a written Code of Safe Practices that relates to your firm’s operations. (CCR Title 8 §1509(b)) If yes, a copy of the Code of Safe Practices will be required on -hand at the job site throughout the duration of the contract. Please attach a copy with your bid proposal.  

5. Does your company perform JHAs? (CCR Title 8 §1511(b)  

6. Does your company provide training and retraining programs for ensuring employee compliance with safe and healthy work practices? (CCR Title 8 §3203 (a)(2), (a)(7)  

7. Does your company provide training and retraining programs for ensuring employee compliance   *Please provide reason(s) for NO answer in the box below or on a separate sheet of paper.

Failure to provide the above-referenced documents will result in the contractor’s bid being disqualified.

SECTION 5 – SAFETY PROGRAMS AND PROCEDURES

PLEASE ANSWER ALL QUESTIONS BY CHECKING YES OR NO, AND ATTACHING APPROPRIATE DOCUMENTS THAT MAY APPLY OR AS REQUESTED.

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YES NO

1. Is Confined Space work anticipated in the scope of the work awarded? (If no, please proceed to Question 2)  
If yes, please attach the following: Attached?
Copy of written Confined Space Entry Procedure
 
List of personnel authorized on jobsite to work in confined space(s)  
List of personnel authorized on jobsite to serve as Rescue Team  
Verification of personnel training (copies of certs, cards, etc.)  

2. Is work requiring Lockout/Tagout protocols anticipated in the scope of the work awarded? (If no, please proceed to Question 3)  
If yes, please attach the following: Attached?
Copy of written Lockout/Tagout (LOTO) Procedure
 
List of personnel authorized on jobsite to perform LOTO  
Verification of personnel training (copies of certs, cards, etc.)  

3. Is work requiring a personal lift anticipated in the scope of the work awarded? (If no, please proceed to Question 4)  
If yes, please attach the following: Attached?
List of personnel authorized on jobsite to use lifts
 
Verification of personnel training (copies of certs, cards, etc.)  

4. Is work requiring a forklift anticipated in the scope of the work awarded? (If no, please proceed to Question 5)  
If yes, please attach the following: Attached?
List of personnel authorized on jobsite to use a forklift  
Verification of personnel training (copies of certs, cards, etc.)  

5. Is work requiring a crane anticipated in the scope of the work awarded? (If no, please proceed to Question 6)  
If yes, please attach the following: Attached?
Copy of written Crane Program
 
Copy of all expected Crane operators’ Certifications
 
List of personnel designated as Competent under Crane program  
Verification of personnel training (copies of certs, cards, etc.)  
NOTE: If awarded bid, more documentation may be required

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6. Is Hot Work (as defined by OSHA) anticipated in the scope of the work awarded? (If no, please proceed to Question 7)  
If yes, please attach the following: Attached?
Copy of written Hot Work Procedure
 
List of personnel authorized on jobsite to perform Hot Work  
Verification of personnel training (copies of certs, cards, etc.)  

7. Is Trenching/ Excavation work anticipated in the scope of the work awarded? (If no, proceed to Question 8)  
Is a plan in place for the disposal of all material that cannot be returned to the trench/ excavation?  
Are appropriate materials for barricading or securing work area at jobsite?  
Has a permit from the Department of Industrial Relations for excavations deeper than 5 feet been obtained?  
If yes, please attach the following: Attached?
Copy of written Trenching/ Excavation Procedure
 
Copy of Permit if trench is to exceed depth of 5 feet
 
List of personnel designated as Competent under Trenching/ Excavation Program  
Verification of personnel training (copies of certs, cards, etc.)  
NOTE: If awarded bid, more documentation may be required

8. Is electrical work anticipated in the scope of the work awarded? (If no, proceed to Question 9)  
If yes, please attach the following: Attached?
Copy of written Electrical Safety Program
 
List of personnel designated as Competent under Electrical Safety Program  
Verification of personnel training (copies of certs, cards, etc.)  

9. Is work that may have an arc flash potential anticipated in the scope of the work awarded? (If no, proceed to Question 10)  
Are all materials required to safely perform arc flash present?  
If yes, please attach the following: Attached?
Copy of Arc Flash Procedure
 
List of personnel designated as Competent under Arc Flash Program  
Verification of personnel training (copies of certs, cards, etc.)  

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10. Is work involving chemicals anticipated in the scope of the work awarded? (If no, proceed to Question 11)?  
If yes, please attach the following: Attached?
Copy of written Hearing Conservation Program
 
List of personnel working in high noise areas
 
Verification of personnel training (copies of certs, cards, etc.)  

11. Is work involving chemicals anticipated in the scope of the work awarded? (If no, proceed to Question 12)?  
* Copies of SDS for Chemicals used must be kept at jobsite Please attach the following: Attached?
Copy of written Hazard Communication Program
 
List of personnel performing work with chemicals
 
Verification of personnel training (copies of certs, cards, etc.)  
List trade names of all hazardous materials which you will be using on site:

12. Is work on or adjacent to public roadways anticipated in the scope of the work awarded. (If no, proceed to Question 13)

 
Do you have the appropriate provisions (signs, devices, barricades/)  
Please attach the following: Attached?
Please provide a list of personnel working in traffic areas.  
Verification of personnel training (copies of certs, cards, etc.)  
NOTE: If awarded bid, more documentation may be required

13. Is it anticipated in the scope of the work awarded that exposure to asbestos is possible? (If no, proceed to Question 14)  
Please attach the following: Attached?
Copy of written procedure(s)
 
List of personnel working with potential exposure to asbestos  
Verification of personnel training (copies of certs, cards, etc.)  
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14. Is it anticipated in the scope of the work awarded that exposure to silica is possible? (i.e. sandblasting, concrete demolition, concrete saw cutting, surface grinding, etc.) (If no, proceed to Question 15)
 
Please attach the following: Attached?
Copy of Silica Control Plan
 
List of personnel working with potential exposure to silica  
Verification of personnel training (copies of certs, cards, etc.)  

15. Is work at heights anticipated in the scope of the work awarded? (If no, proceed to Question 16)  
Please attach the following: Attached?
Copy of written Fall Protection Program
 
List of personnel designated as Competent under Fall Protection Program  
Verification of personnel training (copies of certs, cards, etc.)  

16. Is work requiring the use of respirators anticipated in the scope of the work awarded? (If no, proceed to Question 17)  
Please attach the following: Attached?
Copy of written Respiratory Protection Program
 
List of personnel using respirators
 
Verification of personnel training (copies of certs, cards, etc.)  

17. If the scope of work to be performed is not adequately represented by questions (1-16), please list any additional Health & Safety concerns below.

SECTION 6 – COMPLIANCE HISTORY ON CITY PROJECTS
In addition to the previous sections, Contractors that have previously been awarded work by the City, will be equally evaluated on their compliance history in relation to City projects. 502 of 517
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SECTION 7 – CERTIFICATION STATEMENT

I Certify under penalty of perjury that:

a. the information contained herein is true and correct to the best of my knowledge, and

b. no attempt has been made to give false or misleading information or to withhold any information.

Signature of Authorized Representative:

Title of Authorized Representative

Printed Name of Authorized Representative

Date Signed:
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NOTICE OF NON-COMPLIANCE
Project:

Contractor:

Notice of Non-Compliance was issued to Contractor’s representative, , Name
on at .

The following unsafe behaviors were observed at the Contractor’s job site:

If the unsafe condition is not immediately corrected, the City of Redlands may take disciplinary action in accordance with the Contractor Safety Program guidelines.

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

To be completed by Contractor

Corrective action plan to abate hazards:

Unsafe Condition Resolved: Date: Time:

Remarks:

Attachment C
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Job Hazard Analysis

Signatures of Employees On-Site this JHA is applicable to:

Project:

Company: Project Safety Official: Project Manager (City):

Scope of Work: Location: Date:

Tasks Potential Safety
Risks/Hazards
Safety
Controls/Mitigat

Required PPE
Hard Hat
Safety Vest
Safety Glasses/Goggles
Safety Boots
Respirator
Safety Gloves
Face Shield
Fall Protection
Other:

Employee Signature: Print Name: Date:

Attachment D
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INCIDENT INVESTIGATION FORM

Date of Incident: Time of Incident: Date Reported:

Lead Investigator: Contact Information:

Contractor: Employee Name:

Witness 1 Name: Telephone:

Witness 2 Name: Telephone:

Incident Site/ Location
Incident Summary:

Near Miss Yes No Incident Severity: Minor Significant Major Critical Root Cause(s):

Corrective Actions:

Attachment E
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City Council/Financing Authority Meeting N. 3.

DATE: 05/16/2023
TO: Honorable Mayor and City Council Members
SUBJECT: Approve the regular meeting minutes of January 17, 2023 (Secretary Donaldson)
MOTION:

I move to approve the regular meeting minutes of January 17, 2023.

Attachments
Regular meeting minutes of January 17, 2023
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MINUTES

Regular meetings of the City Council and the Redlands Financing Authority of the City of Redlands held in the Council Chambers, Civic Center, 35 Cajon Street, on January 17, 2023 at 5:00 P.M.

Present: Eddie Tejeda, Mayor
Paul Barich, Mayor Pro Tempore
Denise Davis, Council Member
Jenna Guzman-Lowery, Council Member
Mario Saucedo, Council Member
Staff: Charles M. Duggan, Jr., City Manager; Yvette M. Abich Garcia, City Attorney; Jeanne Donaldson, City Clerk; Janice McConnell, Assistant City Manager; Chris Boatman, Assistant City Manager; Carl Baker, Public Information Officer; Chris Catren, Police Chief; Danielle Garcia, Management Services/Finance Director; Brian Desatnik, Development Services Director; John Harris, Municipal Utilities and Engineering Director; Rich Sessler, Fire Chief

Mayor Tejeda called the meeting to order and explained that comments could be presented in-person, via Zoom, via cell phone or landline. He offered the public an opportunity to provide comment on any item on the agenda for the closed session.

PUBLIC COMMENT

None forthcoming

CLOSED SESSION

Conference with labor negotiator - Government Code §54957.6 (Assistant City Manager McConnell)
Agency Negotiator: Laura Kalty, Liebert Cassidy Whitmore; Janice McConnell; Tommi Ng, Danielle Garcia
Employee
Organizations:

Redlands Association of Department Directors
Redlands Association of Management Employees
Redlands Association of Mid-Management Employees
Redlands Association of Safety Management Employees
Redlands Association of Fire Management Employees
Redlands Police Officers Association
Redlands Professional Firefighters Association
Redlands Civilian Safety Employees
Teamsters Local 1932 Redlands Chapter

CC_RFA_January 17, 2023

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Conference with legal counsel: Existing Litigation - Government Code §54956.9(d)(1) (City Attorney Garcia)
Lydia Rodriguez v. City of Redlands, San Bernardino Superior Court Case No.

CIVDS1935452

Neitzel v. City of Redlands, San Bernardino Small Claims Case No. SCVA2203323b.

RECONVENE CITY COUNCIL MEETING

The meeting reconvened at 7:10 P.M. with an invocation by Council Member Davis followed by the pledge of allegiance to the American flag.

CLOSED SESSION REPORT

City Attorney Abich Garcia announced that no reportable action was taken during the closed session.

PRESENTATIONS

Redlands Pet Adoption
Animal Services Supervisor Jodi Kroeger and Animal Services Officer Trevor Houser introduced “Hercules”, a one-year-old male Pit Bull mix who is available for adoption, along with thirty-six other dogs and two cats at the Redlands Animal Shelter. Ms. Kroeger informed the Council there had been thirty dogs and nineteen cats adopted since December 1, 2022.

Proclamation Recognizing UofR Men's Water Polo Team
Mayor Pro Tem Barich presented a Proclamation recognizing the University of Redlands Men's Water Polo Team to University President Krista Newkirk, Head Coach Ryan Hall, and all the players, who were congratulated for winning the USA Water Polo Division III Collegiate National Championship on December 4, 2022.

PUBLIC COMMENT

Homelessness- Luis Camargo complained about the blatant drug use and aggressive nature of some of the homeless population and he said at times, he feared for his safety.

Airport Access - Allen O'Neil, of Past Pleasures Car Club, requested the City consider granting him access to the Redlands Municipal Airport to offer people with disabilities a chance to see the airport. He invited everyone to attend the Club's monthly car shows held the 1st Fridays from April to November in Yucaipa.

Homeless & Small Businesses
- Deborah and Stanford Martin, as small business owners, expressed concerns about the growing homeless population in Redlands. They were disappointed that homelessness even exists in one of the richest nations of the world and they urged the Council to do everything they can to address the matter.

CC_RFA_January 17, 2023

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North Side History - Andy Hoder offered several nuggets of history concerning the early days of Redlands, focusing particularly on the north side of town.

CONSENT CALENDAR

Minutes

On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, the regular meeting minutes of December 20, 2022.

Vote: 5 - 0 Passed

Proclamation Recognizing U of R Men's Water Polo Team

On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, the issuance of a proclamation to the University of Redlands Men's Water Polo Team.

Vote: 5 - 0 Passed

Resolution No. 8430 Remote Teleconference Meetings

On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, Resolution No. 8430 authorizing remote teleconference meetings by the City Council and all Boards, Commissions, and Committees of the City in accordance with Assembly Bill 361 (2021) for a period of 30 days.

Vote: 5 - 0 Passed

Ordinance No. 2953 Selection of Mayor and Mayor Pro Tempore

On December 20, 2022, Council Members approved to introduce Ordinance No. 2953, to change Chapter 2.02 of the Redlands Municipal Code relating to the selection of the Mayor and Mayor Pro Tempore and their respective terms of office and tonight's item was to consider the final adoption of the ordinance. As public comment, Andy Hoder questioned the ordinance verbiage concerning council member compensation, thought it confusing, and he opposed increasing the monthly stipend. John Roach agreed with the rotation methodology for selecting the Mayor but he was concerned that the ordinance was tied to a resolution identifying the selection details, which only requires a one-step approval process to amend or revise.

City Attorney Abich Garcia clarified that the ordinance amended the section related to the Mayor and Mayor Pro Tem selection process and did not amend the section addressing Council Member compensation, but rather the compensation section restated what had already been adopted last year. Council Member Saucedo reiterated that he preferred the current methodology which provides for a more democratic process instead of declaring someone mayor, simply by default. Council Member Davis said the rotation schedule was fair and in alignment with other cities nearby. Mayor Pro Tem Barich suggested the CC_RFA_January 17, 2023

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possibility of tabling the item but there was no consensus. Mayor Tejeda added he had a productive conversation with Council Member Davis and he better understood her reasons for moving to a rotation system and he said he would support it.

On motion of Council Member Jenna Guzman-Lowery, seconded by Council Member Denise Davis, the City Council unanimously adopted, by roll call vote, Ordinance No. 2953, (Second Reading), changing Chapter 2.02 of the Redlands Municipal Code relating to the selection of the Mayor and Mayor Pro Tempore and their respective terms of office.

Vote: 4 - 1 Passed
NAY: Council Member Mario Saucedo

Settlement Agreement Disclosure

On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, the public disclosure of details of an Agreement of Settlement and General Release between the City of Redlands and Lydia Rodriguez. Under the terms of the agreement, the City agrees to pay Ms. Rodriguez $75,000.00 to settle and dispose of disputes and controversies associated with a civil action pending in the San Bernardino Superior Court and entitled Lydia Rodriguez v. City of Redlands, et al., Case No. CIVDS 1935452.

Vote: 5 - 0 Passed

RASME Side Letter Agreement

On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, a Side Letter Agreement between the City and the Redlands Association of Safety Management Employees (RASME). The agreement will provide for a $3,500 retention bonus for its employees. All other provisions of the Memorandums of Understanding between the City and RASME are unaffected by this agreement.

Vote: 5 - 0 Passed

Amending Professional Services Agreement Inclusionary Housing Program

On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, the First Amendment to the sole source Professional Services Agreement with Keyser Marston Associates, Inc., to extend the term end date to June 30, 2023, allowing for the continued performance of professional services associated with the creation of an Inclusionary Housing program.

Vote: 5 - 0 Passed

CC_RFA_January 17, 2023

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Receive and File PARIS Program Annual Report

On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, to receive and file Pavement Accelerated Repair Implementation Strategy (PARIS) Program Annual Report.

Vote: 5 - 0 Passed

Amending Professional Services Agreement for Citywide Left-Turn Pocket Study

On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Denise Davis, the City Council unanimously determined, by roll call vote, approval of the First Amendment to the Professional Services Agreement with KOA Corporation for the Citywide Left-Turn Pocket Study is exempt from environmental review pursuant to Section 15061(b)(3) of the State's guidelines implementing the California Environmental Quality Act; and approved the First Amendment to the Professional Services Agreement with KOA Corporation for the Citywide Left-Turn Pocket Study. Staff discovered additional traffic counts were necessary and KOA agreed to complete the additional work for a total cost of $9,000, increasing the Agreement's not-to-exceed value to $108,905.

Vote: 5 - 0 Passed

Resolution No. 8431 Support of Yucaipa Valley Water District Annexation

On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, Resolution No. 8431 supporting the annexation of Assessor Parcel Number 0300-241-16-0000 by the Yucaipa Valley Water District for potable water, recycled water, and wastewater utility services.

Vote: 5 - 0 Passed

Bear Valley Mutual Water Company Stock Purchase Agreement

On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, the Bear Valley Mutual Water Company Stock Purchase Agreement with Erin Barnum.

Vote: 5 - 0 Passed

Professional Services Agreement Coyote Mitigation Services

On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Denise Davis, the City Council unanimously determined, by roll call vote, that approval of the Professional Services Agreement with Wildlife Management Professionals is exempt from environmental review pursuant to Section 15061 of the State's guidelines implementing the California Environmental Quality Act; and approved the Professional Services Agreement and a Single Source Purchase Order with Wildlife Management Professionals, Inc, for an amount not-to-exceed $24,000 for coyote mitigation services.

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Vote: 5 - 0 Passed

In-Kind Request Downtown Redlands Artwalk Event

Assistant City Manager Boatman introduced the request from Kid's Cures Foundation for in-kind support for $5,554, street closures and the sale of alcoholic beverages related to the Downtown Redlands Artwalk event to be held on March 26, 2023. As public comment, Dennis Bell questioned why an out-of-town organization was requesting to close streets in downtown Redlands and he thought the in-kind support was a waste of the public's money.

Janelle Guerrero pointed out that Stronger Together Now also requested this date and there was a potential conflict. Jessie K, coordinator of the Artwalk, said the October event held last year was a great success and brought awareness to the Kid's Cures Foundation. Staff received the Artwalk application before the request from Stronger Together Now.

On motion of Council Member Jenna Guzman-Lowery, seconded by Council Member Denise Davis, the City Council unanimously determined, by roll call vote, that approval of the event is exempt from environmental review pursuant to Section 15311(c) of the state’s guidelines implementing the California Environmental Quality Act; authorized and approved a request for in-kind support in the amount of $5,544 related to this event; authorized the temporary closure of East State Street from Orange Street to 7th Street and 5th Street from Redlands Boulevard to State Street on March 26, 2023; and approved the request for the sale and consumption of alcoholic beverages in Ed Hales Park.

Vote: 5 - 0 Passed

Redlands Bowl Electrical &Theatrical Lighting Upgrade Contract Amendment

On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Denise Davis, the City Council unanimously approved, by roll call vote, the First Amendment to the Public Works Contract with My Electrician Inc. for the Redlands Bowl Electrical and Theatrical Lighting Upgrade Project, to extend time for completion by ninety (90) calendar days.

Vote: 5 - 0 Passed

Senior Center Outdoor Dining Facilities Construction Project Contract Amendment

On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Denise Davis, the City Council unanimously determined, by roll call vote, that approval of the agreement is exempt from an environmental review pursuant to Section 15061 of the State's CEQA guidelines; and approved the Second Amendment to the Public Works Contract with DEARK E&C, INC. for the Senior Center Outdoor Dining Facilities Construction Project to extend the time for completion by sixty (60) calendar days.

Vote: 5 - 0 Passed

Wildlife Hazard Assessment & Wildlife Hazard Management Plan

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On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Mario Saucedo, the City Council unanimously determined, by roll call vote, that approval of the agreement with Coffman Associates, Inc. is categorically exempt from environmental review pursuant to Section 15306 of State's guidelines implementing the California Environmental Quality Act; approved an additional appropriation in the amount of $98,650 from the Airport Projects and Grants fund; and approved a Professional Services Agreement and Single Source Purchase Order with Coffman Associates, Inc. for an amount not to exceed $98,650, to conduct a wildlife hazard assessment and prepare a wildlife hazard management plan.

Vote: 5 - 0 Passed

Stronger Together Now Giving Sundays Events Ed Hales Park

Assistant City Manager Boatman reviewed the request from Stronger Together Now for in-kind support and for commercial vendors and the temporary closure of a portion of 5th Street for the Stronger Together Now Giving Sundays within Ed Hales Park on January 29, 2023, February 26, 2023, March 26, 2023, April 30, 2023, September 24, 2023, October 22, 2023, and November 19, 2023. Council Members Davis and Guzman-Lowery supported the request and appreciated how Stronger Together Now events bring life and vitality to the downtown area. As public comment, Janelle Guerrero, of Stronger Together Now, stated the group strives to accommodate the needs of the community while also minimizing the traffic and parking impacts, and she agreed to find a different date in March for Giving Sunday. Jessie, of Kid's Cures Foundation, recognized the value of the Stronger Together Now events.

On motion of Council Member Jenna Guzman-Lowery, seconded by Council Member Denise Davis, the City Council unanimously determined, by roll call vote, that these events are categorically exempt from environmental review pursuant to Section 15311 of the State's guidelines implementing the California Environmental Quality Act; authorized the closure of a portion of N. 5th Street from 11:00 a.m. to 7:00 p.m. on January 29, 2023, February 26, 2023, April 30, 2023, September 29, 2023, October 22, 2023, and November 19, 2023; approved the expenditure of City resources and in-kind support in the amount of $7,938 related to the events; and directed staff to find a new March date that will not conflict with the Downtown Artwalk event scheduled for March 26, 2023.

Vote: 5 - 0 Passed

Landfill Hydrogeologic Support Agreement

On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Denise Davis, the City Council unanimously determined, by roll call vote, that approval of this Agreement is exempt from environmental review pursuant to Section 15061(b)(3) of the State's guidelines implementing the California Environmental Quality Act; and approved a Professional Services Agreement with Geo-Logic Associates, Inc., for Landfill Hydrogeologic Support at the California Street Landfill for an amount not-to-exceed $79,642 for a period of one year, with two additional one-year renewal options for a total amount not-to-exceed $240,040.

Vote: 5 - 0 Passed

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COMMUNICATIONS

National Community Survey Results

Project Manager Ross Wittman provided a brief report regarding the National Community Survey (NCS) and introduced Joe Dell'Olio, Senior Survey Associate at Polco who presented an overview of the results. The NCS includes standard questions and custom questions for measuring resident satisfaction levels and perceptions about the quality of local government services. The standardized portions of the NCS allow Polco to provide benchmark comparisons to any of the hundreds of communities who have conducted the survey. The results of the 2021 NCS were presented to the City Council in November 2021. To effectively gauge resident's continued satisfaction with City services, in February 2022, the City again contracted with Polco to conduct the 2022 NCS.

In early September, the 2022 survey instrument was distributed to a randomly selected sample of Redlands residents, representative of the City's demographics and spread equitably among each of the five City Council election districts. On October 5, 2022, the survey was opened to general participation for all members of the community. Data collection ended on October 19, 2022 and during the months of October and November, Polco compiled the results.

The NCS captured residents’ opinions by considering ten central facets of a community, including Economy, Mobility, Community Design, Utilities, Safety, Natural Environment, Parks and Recreation, Health and Wellness, Education, Arts, and Culture, Inclusivity and Engagement The report provides the opinions of a representative sample of 339 residents of the City of Redlands collected from August 31st, 2022 to October 19th, 2022. The margin of error around any reported percentage is 5.2% for all respondents and the response rate for the 2022 survey was 13%. Survey results were weighted so that the demographic profile of respondents was representative of the demographic profile of adults in Redlands.

As public comment, Dennis Bell admitted he did not take the survey because he considered it rigged and a waste of taxpayer money. Mr. Dell'Olio and Council Members briefly discussed items such as survey methods, weighted responses, random sampling and general conclusions drawn from the results. Council Members appreciated the report as it will be a useful tool to guide the City moving forward.

On motion of Council Member Jenna Guzman-Lowery, seconded by Council Member Denise Davis the City Council unanimously approved, by roll call vote, to receive and file the presentation on the results of a National Community Survey (NCS) conducted by Policy Confluence Inc. dba Polco.

Vote: 5 - 0 Passed

NEW BUSINESS

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Contract Award 2022 CIP Water Pipeline Replacement Project

Municipal Utilities and Engineering Director Harris reviewed a construction contract with Tryco General Engineering for the 2022 CIP Water Pipeline Replacement Project, to replace approximately 3.5 miles of aging and deteriorated water pipelines. Each year, a portion of revenues generated through water utility rates is used to replace aging water pipelines throughout the City.

On motion of Council Member Jenna Guzman-Lowery, seconded by Council Member Denise Davis, the City Council unanimously determined, by roll call vote, that approval of a Construction Contract and construction of the 2022 CIP Water Pipeline Replacement Project are categorically exempt from environmental review in accordance with Section 15302 of the State’s guidelines implementing the California Environmental Quality Act; approved the 2022 CIP Water Pipeline Replacement Project plans and specifications; and approved a Construction Contract with Tryco General Engineering for an amount not-to-exceed $4,744,111.

Vote: 5 - 0 Passed

2023 Fourth of July Celebration Contribution

Assistant City Manager Boatman offered background on the request from the Redlands 4th of July Committee to approve a contribution of $30,000 in anticipation of the 2023 Fourth of July Celebration to be held again at Moore Middle School. This cost represents only a portion of the total cost for fireworks, as the Committee reported the overall show costs in excess of $100,000. The City recognizes the value of partnering with non-profit agencies and organizations to support programs that provide a community benefit, including drawing visitors into the City, encouraging tourism and economic benefits, as well as generating goodwill with the Redlands community. Last year, the Council expressed interest in relocating the event back to the University due to its central location but the Committee determined that the University was not ideal for two reasons: 1) a new scoreboard limits the ground fireworks visibility for the audience in certain seating areas; and 2) costs are significantly higher due to additional security and amenities that are needed.

As public comment, Dennis Bell thought last year's ticket sales were dismal at only 750 tickets sold. Andy Hoder said he regularly attended the event when it was held at the University location, and he suggested that ticket sales should offset the cost of the show.

He wondered if there were other sources of revenue to meet the increased costs. Mayor Pro Tem Barich voiced concerns about the reliability of the fireworks vendor contracted by the Committee. Council Members Guzman-Lowery and Davis said their constituents thought Moore Middle School was not centrally located and, instead, recommended the event be moved back to the University. Council Member Saucedo supported the event but suggested this item should have been brought to Council sooner to allow for more thoughtful discussion. Mayor Tejeda was willing to approve the $30,000 contribution for this year's event but did not want the Committee to turn this into an annual request. Event coordinator Tim Murone clarified that the fees charged by the University of Redlands were simply too high and, at $37,000, would force the Committee to double the contribution request to CC_RFA_January 17, 2023

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$67,000. Based on these costs, he said Moore Middle School was a more reasonable option.

On motion of Mayor Pro Tempore Paul Barich, seconded by Council Member Mario Saucedo, the City Council approved, by roll call vote, a contribution of $30,000 for the 2023 Fourth of July Celebration to be paid to the Redlands 4th of July Committee and determined that the financial support serves a public benefit.

Vote: 5 - 0 Passed

COUNCIL MEMBER ANNOUNCEMENTS AND ACTIVITIES

Mayor Tejeda thanked his colleagues for their support and selecting him as the new Mayor.

Council Member Guzman-Lowery expressed her appreciation of City staff and especially those focusing on addressing homelessness.

Council Member Saucedo was proud to attend the MLK event hosted by The Village, Second Baptist Church of Redlands and the All-Campus Peace Walk at the University of Redlands honoring the legacy of Dr. Martin Luther King Jr.

ADJOURNMENT

There being no further action required the meeting adjourned at 8:55 P.M. The next regular meeting of the City of Redlands City Council will be held on February 7, 2023.

REDLANDS FINANCING AUTHORITY

Chairperson Tejeda called the meeting to order and offered anyone present the opportunity to address the Board on any subject not already on the agenda, within the jurisdiction of the Redlands Financing Authority.

PUBLIC COMMENT

None forthcoming

Minutes

On motion of Vice Chair Barich, seconded by Board Member Guzman-Lowery, the minutes of the regular meeting of September 20, 2022 were unanimously approved, by roll call vote.

Vote: 5 - 0 Passed

ADJOURNMENT
There being no further business, the Redlands Financing Authority adjourned at 8:56 P.M.

The next regular meeting of the Agency will be held on May 16, 2023.

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